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HomeMy WebLinkAbout6637 Bar S Bar Trlr 3 v 4 rn cn 0 0 0 J M rn N O I TJ" Q O L0 v Cr 0 0 0 0 N-) M fl) O Ln L0 ;v v cn c 3 a N N i CL O S a a a J N t� 0 U v 0 �I N U 0 a_ z y I Y 0 •U J r N M CV 4i a 0 a N 7._ y 110 Auv � 9 24Z2 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAID or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF orA.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KlWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window CIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PIED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(mg) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG, REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2_ INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 4 FOAM DETAILS ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PA1.2 PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 I HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. G N Q- Cn LO r ,O CU t' VI 0 0 C V — W CV CV 0 CV N - _ �F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M U') I� O E Co NF. O m 8 � — AtlI N N 6 � J J LL 0 .= lC! O N � LL W � M mr-�'D W a Mm 3 a Y U- vi rn L-a 0 Z 10J � y P t m _ w, o O F, C,4O LL J W W m O m U�pj00 O' ¢ Z a N M Z tY v> O Z 0 U U J y W U z N M o g Z N z � � � Q J CL � N Z a O fB w 0 N, ^ v l W s Cy N = U) U M W J E — i C) o C O d Q 0 ®� N o � M 0 oZ Z z a E oo �~ Z0 �® oa Co f— 20 iC rUj UO � U o Z O E o L <¢ a p <o ¢O u Z �W Y% f N o� U 0 � r 0 oZ Z Z - a�i J "m 7� aW �Z N oa ZU ¢U a >� C1 > LL N W W ¢ O aLL H F �3 o w wF �o Oco z¢ a =_ OUP 2r121) z LOLO J rn O O O Y 0 C.0 N m r CV N o Z Z O a E U � Q p JOB NO: 22-02393 SCALE : AS NOTED SHEET NO. C S ro- a Cm rn Ln L0 a v- 0 a M 0 M O I a rn Ln LA v N 311 a 0 0 J M O] N 0 I N L0 Ln v C Cn a c 3 FV- a N N d F2 a`) E 0 s L_ v c J y tL 0 E U i U 2 i U z I Y C O 0 0 W LZ N N N ai 0 0 a. 0 N v a Q P m 0 7 O A O H.B. S3 I EGRESS EGRESS I \\\ I b� - O O 5-SH r- ! ih AC PAD' ----- --- N - 16" DEEP o j FIBERGLASS •t Cl) A \\\ 36 ss PANTY �p I SURROUND I S3 AV- RANG C = - - -- - - j- r -8 FL T C -G. �'(0 r r w m ( I _ _ I - -r f TYP @ 1 STORY v C,, i ss �(B \ 21'-2" - --+- +- - -I - - --CD 2'-2'` ' - 10'-4" 10r 1,r 2 v 2'-4' I n'1 I 6- °Q C3 \\\\ r - sill Kw/pISP b °° in I PA CAFE \\ N C) U, N J 0 '- TIL I , I BEDROOM 3 ' 8- rr CIIG. b r d I _� M� L6 ^D.w. { n oU ILE '- VAULT. CLG. Q \\ > _ J _ __I __ _ _oi- I BEDROOM 8'-0"CLG. 2 CARPET BEDROOM 4 "w r CARPET - - - - __ C--===_� - �- _ - - -- - 8'-0" CLG. 00 =o w -i z�l ,- " 8 0 CLG. JIL- - -- OPT. i CARPET o - p0 N uieQ - I _ CARPET ti REF i M _ I L_�-_-._ I I 1 5068 B.F. 4068 B.F. 4'-0" - 11'-78 "I 4'-7 8'-8L" 54" 14'-6" I 5'-4 T-6" N 6' 10" r _ >�w r _ lirn� T in - - - - - R&S - - - - N - - - - - - - - - - - - - - - N 2668 2668 M N -- --+ -� - : - H DR AT T-4' 23'-8" 3'-10" T-8" 10'-108rr --- - - - - 4" 6„ 17 ENTRY (0 o 2:12 VAULTED CLG. \%-�-�/I i �9'-4!' CL ! 3068 1 8 -0 CLG. U) CO M FAMILY R M i �- _ T T `�' I 9'-4" CLG. r o R.A.G CARPET . �_ -�__8 - (3) 2x4 #2 SPF w/ D d K DTT2Z @ BASE C S3 1 - 00 S3 S 1K i; I------- --- rAl C) Ile AHU NOTE: FINISHED I I I I I i 8'- " C IG. _N -� -- ( r---� YJ1 WALLS TO BE I ( I ILE !_ hccci � FLUSH. VERIFY IN S3 5'-115" 4r Orr 1 Ilx Q �1 IC FIELD. I I I OPT. D OPT. TYP @ 1 STORY I - - -- _ _ = TPif I I I SS D 00 ERG L / SURROU - �� R&S Y' 0 1 O I I I I N 83 DTT2Z @BASE --- - -- 1- _J ( 60"x36" HANSON I Q l l m SHOWER BOX @ 36" A.F.F. ZDRYER K I I f ( _ S3 cc I > I I o rr a112 VENT I , 2868 THRU ROOF I EDGE OF SLAB 2" I O0 I I 5' 3-" Y 8�' 2 3' 10" 1 T-8" __ ! 2668 T 8rr I BEYOND WALL 20'-08rr x I 8r� -1 i3r_O"i O�w Mw IT `ti --- - -� 2 CAR GARAGE i- OWNER'S SUITE '-= - - W.I.C. r U) ; 8'-0" CLG. o� 8'-0" CLG. B °_° 01CLG. I 8'-0" CLG. I BUILDER TO PROVIDE 2 -6 I I I ! TT�E �. CARPET t CARPET I APPLIANCE PROTECTION REQUIRED I I I I I I I TYP @ ----i � WHEN PER FBC 0 Q I I I K GARAGE IN - W.H. LOCATION VERIFY ATION m C iv ELECTRICAL PANEL I I L _ _ - _ _ _ _ _ _ _ _ I I I S4 OPENING I 6' DP,, R&S T I VERIFY METER LOCATION WITH BUILDER 15'-0" H.B. 3'-0" 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 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182x252 S.H. 13 20X38J 182x371 S.H. 14 20X50J 182X50 S.H. 15 20 X 63 18 2 X 62 2 S.H. 16 -11- 182X712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 27aX63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 a X 26 36 2 X 25 1/2 S.H. 24 37 J X 50 1 36 2 X 50 S.H. 25 37 J X 63 36 2 X 62 112 S.H. 26 37JJX72 362X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54X26 522X252 S.H. 33 54 X 38 � 52 2 X 37 � S.H. 34 54 X 50 J 52 2 X 50 S.H. 35 54 X 63 52 2 X 624 S.H. 36 54X72 522X712 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: %4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills Indwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18"above flr. per FBCR G2408,2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +29.7 / -32.2 +29.7 / -39.7 -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 �G SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 11111111111 MASONRY. 8s 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 "Al" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 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) °d ock- ® -0 rr ,, .s- t� + N- 0 �. y >9 _-0 UJ CV 0 CV M N 0 �t ry 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. � n W E Co O M 8 _N W ON N CA LL O O C � J 0 7 L) 20 N # LL tL �ma LL a�[ CCLLLL a- W 0ILWS z IY o =wL(1 : J N md Oaa U) Cj WZ T00 NMz it n O U U_j wO ❑❑❑ N M O � W N Z FZ-:* C, �r:S [L N � o IL --J Cn c' J 0 0 L/) w rC3 ~- C3 � L i.J LOCO - E ® 8 m` U o rn C001.1 • -Jim \ ~O c9 J w M M z o z � U_ Q E z® o E v w� Qo W, - R a< U O 0 oQ CD E N i gm o ¢o ¢o az �W Cn c - c SOY v N ink 0O ¢ z m ¢ Q W zz N a go T o � a V ¢& _ a o o CO rl OI¢ 11 0 c •2 T Lo J L / L0 O CU CL I-- L r cc O O CT O U CI -� N a) 0 M Q r co aj m 21 N � T_ rri N O z z E 0 tn cc EL E U � Q p1° c JOB NO : 22-02393 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / U) w Q MEDICINE q CABINET o0 Z Z U- Q U- Q O > CV > co MM KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET TOILET PAPER i (HOLDER ICI C) FIN. FLR° KITCHEN M LL� 0 <V 0 M 0 0 K OPT. REF. KITCHEN I I I l i i j i i i i i I i j i L J— j OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. CURTAIN ROD TOWEL BAR ON BATHROOM WALL C) o `n `t C) cO SHWR. HEAD TOWEL BAR IN TUB OR SHWR. n SHWR. o v VALVES SOAP DISH q BATHROOMS, SHOWERS AND TUBS 0 TUB DOUBLE RODS o _ co SINGLE ROD CLOSETS / LAUNDRY 16" FOR LINEN 12" FOR PANTRY 0 t\ MIRROR 9 00 0 M OWNER'S BATH BATH 2 O 00 INTERIOR ELEVATIONS. 42" H UPPER CABINETS ---� 36" H UPPER CABINETS 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT X BRACKET " 36H BASE 0 FINISHED CABINETS - 0 COUNTER TOP 30 H BASE C) 00 L a C° 0 2x a L? 00 FRAMING 1 1 T 1 /2" GYP _c? BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - 1 '-2" Tp O T 1 1 co N ISLAND COUNTER 0 00 0 00 F- 0 CV CV FIN. FLR. . IL 'k N CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 o Ny ` O N C= LO ter. cz , ;> Q !.' `- N if) .ti 0-0 U ZZ _. / ® LU� N CV O C"i M CV To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. V) AN F' o E 00 co 04 0) LL V +� 7 � CO r417 ik LL W Mj a M V (L Y JLL ao Y Zroo� oC)w co C) W ��pjO' �° LL Ci a a LO N M Z x D 0 O U U C) Z W 11 Z N M 0 0 z N (D z r � Wa Q � J d � v) Z a U o W [n W � a U O �N N usa U W Gi �— — E i'.. = L U o U) 0 ®0 c Q N T� M W co M � ¢ o Z¢ J a E E ¢ =a Wo z Z� Zo <� zo oa I— co (d <o X U as W� j O 0 °' o m CV It wz o ww � � y_Zro ::3- C = Y mO Q z z J �m a 1 <w to 0< zz H a gas T 3 nw inU n' �o =- k o o O _�< a = •N T Z > LO J ULO m CU CU co 0 CY) 00 —� c O O Y r U o t0 �1i Q 0*) I N Q T- Q r (N ui m w � N iri CV a Z Z d E U 0 JOB NO: 22-02393 SCALE : AS NOTED SHEET NO. 2 a L8 Cr Cn 0 a 0 �O J M O M O I Q rn 4 v Cr 0 0 O 0 M r,..) O I N C CCr Q Q N N N a E F2 y N E O v J y a� ti_ 0 U 0 c U (n U N 0 i U i z a� i 0 0 ID rM N Ci c 0 0 a N N O N \ N N 0 0 rn Q m 12 5 N 3 TAB SHINGLES. ROOF — INSTALLED AS PER MANUF. SPECIFICATIONS F3f --- - -- -- - - - - - - ------_-- -- Of, -1 F] 1711 E] D 7F E Ell 0 FE-11_ I F171 71[E7 El D I] ;[:1 �I� � � a 11 E El D __ � 14'-0" RIDGE VENT 12 5� 12 �5 HEEL 12 5� F4 T.O.M. HDR HGT. FRONT ELEVATION - Al SCALE: 1 /4"=1 r-0" 12 _\ 5 15'-0" RIDGE VENT 9 vt 01 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ---------------- HDR HGT. 1'-0" T-0" 10 TEXTURED TEXTURED - CEMENTICIOUS CEMENTICIOUS 50 FINISH ON C.M.U. FINISH ON G.M.U. - (TYP.) (TYP.) -----------------------------F.FL. LEFT ELEVATION - Al M. REV. 09.24.21 O^ i N G N ci y 'Ir 11� 4 1 rL N N 0 N M N 0 ,i 1. zz ,a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W u) 00 ODr- QO vOE M $ N OD Sk I, N N J cni ofk LL W 7 w 0- � a Y Q N cNi "p LL LL d W S J O '1' 0 0 � O NM d' W U) Z a n MZ ern O N O U O J W V M � z N to z � z o Q J In - N c+� z a l{J _ o " II. 1�Rz• 4-1 �, LIJ0 m U g O,^ L ! w o Ly N Nook v C W J 1_ = E _ cu II U 'o °N c (0 Q ° �Q N �� r� O w Cl)z Cl)a o LJL E z o oo wz � > a� _® oa N U O O p¢ a z ¢o ow a z N <o r� =3 (O Cn z z m� F o ow >z z J ¢ D z U) 02 z z0 U ao NF r� U oz �� O ¢ o X O w z¢ a C T T li > Lf i J L / LO rn m Q c� CL ^` F— T O O TM Y (0�/� W m 4-J Q I N ct .Q C)CT) 1„n 04 ui � C`V CV o z Z E m f4 a-U E � � a? Q p c JOB NO: 22-02393 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA OIL (TYP) TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F. FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS i ----------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 15-0" RIDGE VENT 12 5� —EXTENDED OVERHANG TI BE CENTEREE ON DOOR 12 5� 4' 12 :::�5 REAR ELEVATION — Al 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" T.O.M HDR HGT. 0 ao EO F.FL. 12 �5 RIGHTELEVATION — Al 3'-0" REV. 09.24.21 N '} O CY7 ® LD r. v :tt 0 bW CV N O N Ch N :'.. o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q v E m n O M CD 00 # 8 N oD N J N O C1 J LL � # 0 ui rp N # LL L1J a ai QN rn r- r-- - w co V 1133 fin fin Ju-LL3 aLU LU O Z L N v OL S �i j 'CO N (O Q' OJ J W � r rn d a Z LL o. N M Z Ir L O ML z < v�vvi pV W ��� V M !P z N ih o g M to z N z � � Q �. J C, In N c+� Z V! o � 4-1 cn Vm Oft O �N w o O (� H co U w J _ E L U ) N 0 0 N O w M z oS _ z � J U_ Q E zo p 0 zo Q N UO oU O E CV a Wz o wz r o ¢z O - -.Y ym mo Orr w z a�i J a �z o< z go W CL U oLLLL <� a nw s <o r- m� J z ~� O O COMi V Y W O26 � o a F OUP 0 r = �L J LOrn ^ ' Y J Q C� O O W m 1 QI }J +-1 �0-) N d" O LO r M m T 04 04 z Z E v; c ca a U _j Q p JOB NO: 22-02393 SCALE : AS NOTED SHEET NO. 3.2 J,L Ia4 11 'a "A ]III" I"L� wiila. , lai lL:.i VARIES 1'-10" 12" CAP CAP f2" *NOTE: iv 1" RADIUS Cl) N FOAM TO BE USED ONLY WHEN 1/2" RADIUS M in _ p 2" REQUIRED BY ^ 3 1/2" RADIUS COMMUNITY 4 1'-54' d �@ _ i 4 3/4" RADIUS 0 = SPECS. IF NOT, `~ DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. 1/2" RADIUS 1" 4" Cn VARIES EDGE OF OPENING VARIES 1'-4" iv o 2�" VARIES _ 2 M 12' VARIES iv -TN 1 1/2" RADIUS 41„ 2" k_ 4" �--4 2 _ � 2 1/2" RADIUS � � t- �, 34 4 C It v _ VARIES 12" 32' 11" 32" ,,, 1" 1" 1" BASE BASE N 3" 2 2 MIV )34 3"���4 4 , CV O 1 0" 4" N c> CV N CV 12, o *NOTE: VARIES 8" 2" r FOAM TO BE USED 19 3„ ONLY WHEN v, REQUIRED BY 1 6 COMMUNITY Jr SPECS. IF NOT, 1" OPENING VARIES 2" �N 1" 1'-4" DETAIL TO BE 2" (o BUILT W/ STUCCO. rn EDGE OF LO OPENINGLO Cn ' - 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, :O O the structural plans and specifications contained within these cV _ �- drawings comply with the 2020 Flodda Building Code - 4" 101, �M Residential 7th Edition. Engineer's signature and seal is only for o - the structural engineering portions of the drawing pages bearing 0 10" 6" Engineer's signature and seal. cD J 24' N u) W V m Ih � O � � �� � a0 vl it W O LL d d O) CD aj M ar Y Q N I V -j LL LL a 0 O Q) f M 4 6" cn Cn W og��, � m d r+i C13 3,�� _ 2„ 4" 3,� 2" 2" iv SIN N o a J rn m N Q Q c`Oy co Z x N O > > > f3 pUcai�w LL cn ❑❑❑ 2� 1-1/2" THICK 32 z o 0 0 4 co OQ rn =12'-4" — o r- 52 1 5 52 � M r Cz54" 1, 4 3 N C7 o IL cn 4" 1" y� 12' VARIES VARIES O L o 2' _ N t-- w ¢� CJ Ll.l c W 22 r- } 3 > VARIES VARIES ®00 Q I • c[ O N 4„ 8" a 31 �; M < z v 3• 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 iv i� p1 �a , OPTIONAL OPTIONAL Q o o E E Qz '� g z 2u uo O 00 c"i o u R6 I2 44 `� R44r v 3 N Q z w z 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" m� � 12 _ _, I =1N U p 'lIL-J"'IfL z o o `) 2 NOTE: a) ''<w L` • INSTALL OVER STONE, TYP.En o N J a Z Z E0, • FIN. TO HAVE TRADITIONAL Q 5 v VARIES ' z v LOOK & SMOOTH FINISH • <o ' • FOAM/ EPS MATERIAL IS �a i ACCEPTED o �o as zI� O NJ co r co NOTE: o • FIN. TO HAVE TRADITIONAL LOOK & s 1 2'-1" 1' 4" 0 r i SMOOTH FINISH 14 1'-6a' 14 12' J r, 2" • FOAM/ EPS MATERIAL IS ACCEPTED 4" 1'-12' 54' > Lo a 3' 8" 7" N � ` ' ^ m 1, 101, 1, 4„ 101, o Z� r y v T- _ io CO C co O 0 N Dcl J 00 co O N 3- V J � �O v 1„ iv m Q Q Q6'3, r I N r Lo N � N T r C) a� o -- E c N O 00 o it co T v; 04 Z O 4T ai c N 6 q p -r N 1" Rro,. JOB NO: 22-02393 N 1" 12" SCALE : AS NOTED Z N SHEET NO. 1" GENERAL NOTES: ML • 1.5 LBS DENSITY STYROFOAM m • POLYCOAT (HARD COAT) 1 ACRYLIC SAND FINISH 0 Eli v) rn rn Ln U) 0 0 C) 9 I") 01) 1") O I LO Ln `v a 0 O 0 J t'7 to 0 I v ctZi O 3 f'- Q N N v a E F2 rn s v C r/q N E2 V v c 0 VI U 0 d U z fn I i 113 U J N M N 0 0 0 a cV 0 M 04 0 s m cn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANELCENTER 01 #14 copperto lights & outlets Nt 150 00 # 12 copper to 20 amp ckts AM AMP! 200 AMP 10 #10-2 copper to WH 10 #10-3 copper to Dryer T�--T MO/0 or 4/0 SER Alu 200 amp 150 amp ==]F UNDERGROUND POWER CO. FEED INTERSYSTEM IDsconnL#4GROUNDING Bare Cu Ground BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14, Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET I DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET FET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 94 FOUR-WAY SWITCH �R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I P� TR,�' I 1. VI I, SNn PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn o=o come WALL MOUNTED LIGHT FIXTURE IN,RECESSED LIGHT FIXTURE ' \NN O I '—L� P r'�-► P.c. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS \ U ( 11 OPT. 0 TRACK LIGHT C'M _ D.IV. L FLUORESCENT LIGHT FIXTURE I O EXHAUST FAN ;QY EXHAUST FAN/LIGHT COMBINATIONR.S. D. \ \ O VP — — _ _ _ _ _ — _ _ _, —r— t � , �D ELECTRIC DOOR OPERATOR (OPTIONAL) \ i GFI F. 44" ROUGH -IN FOR I A.F.F. CH CHIMES (OPTIONAL) \ OPT. CLG. FAN/ FE9 PUSH BUTTON SWITCH (OPTIONAL) LIGHT PRE -WIRE I FD PUSH BUTTON SWITCH - DOOR BELL —_ I i I SD - -- SMOKE DETECTOR G 2 CAR GAR/ SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) OWNER'S SUITE F M.C. TELEPHONE (OPTIONAL) I I I I I , I USB TELEPHONE/USB (OPTIONAL)i - I O VERIFY LOCATION T� TELEVISION (OPTIONAL) db GFI _ _ _ _ _ J ELECTRICAL PANE ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. T THERMOSTAT RECEPT. WP O FOR ALARM VERIFY METER GFI ELECTRIC METER SYSTEM LOCATION WITH BUILDER mpg ELECTRIC PANEL _I DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" C Q 6 ,- r O N N 0 CV M N :. o ' YL- 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 - Residentfal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q Lo n d of co00 M U (co N o LL 0 Lu a aN o Lu co v�� d Y 0 LLILL 0Lu tm�os /Zy W = '@ N CO m J cc Z Q) ¢ Q Q a Z ILW N m Z rn o U fU Z 00 ❑0❑ W M 1 N z o Z � (D t z� U) 1- CD o 4-1 c/, LLI Ow $ V c w RigW U J - E i U o N c u) I to, 4 I` O w co o z J ce E � o o <R O wz Z® oa ro O E 3 U K az u o o Q az N w o ¢O r L � U) C _ C oy m� o off z' N J ° aw zz N 2 � ,Z a oa 1, Z goo =W Fk O =Q oz <a =3 �o co zla a x ? Lo J L0rn L0 m c� CL F— L r co o co M o � O Y U W O CV C) Q N r r M m a r N N o Z Z Eca O N @ a E U Q p JOB NO : 22-02393 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Off -Ridge Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators Vent Amt (Must Provide Upper Ventilators) Amt. but no more than 50% of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC Provided SQ. FT. SQ. IN. of by Upper **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** SPACE SQ. FT. Total SQ. SQ. IN. of of ventilation to Ventilators of vented IN. of SQ. IN, of SQ. IN. of (Values to be verified with Manufacturer Specifications) . OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT ventilation vented be provided (See Elev) soffit ventilation Ventilation Ventilation .SOFFIT VENTS - 7 SQ. IN. OF NET FREE AREA / SQ. FT. required soffit by upper needed required . STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. needed ventilators If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. *Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft, of Deck -Air Needed) Main 29 1 Floor 2373 2278 325 1139 81 570 573.0 (Zone 1) 435.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. I I M ZONE-1 I T-0" ATTIC SPACE I � 2373 SQ. FT. I I I RIDGE I I I I I W I a 01 o co T T I I di I I RIDGE 15'-0' RIDGE VENT LU ° :12� SLOPE Iz > 14'-O' RIDGE VENT "- 0 0 RIDGE 0 1 1 I I I I I 5:12 SLOPE I I W a I co I T I I I I I I I I I I I I I I 0 I I I I V-0' ROOF PLAN - ELEV-Al_ SCALE: %4"=1'-0" 0.., , 0 44 C2 fi N g� t._ +� rD ® (t3 Ir. U U s � _� 7 J Q J U �5 F 0 N CV O N M N N O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W d E 'M Amok Q CD f) 8 N Xk N J V so'' C 3! LL W 7 G W a) W 1'� U- W a N O a @u_i_ 3 a W �a V J lr rn O Z waZ O N L cu O O F W W E ;_t, c O m OJ J W C/) ¢ ¢ a z co Ci a N � Z CK 0) O IL IL Z 0 U U W V M � 0 0 Z � � cj Z o Q d J V) ^1 Z °o W 0 o 4-1 cn Lu OLu 0 U111 N co (� r U J E — t 8 zi�ry L y �i o Q OO ,, ~o w M zo z E E wz ¢O Z Q D a co co n7 O M X o U d ¢ Z u o p O ¢ xz W W CN o L ¢ o m iF O C'3 N J m ¢' ¢ W zz u) f? oa z go a w WC-) w = o oz Jw <� =3 oF �o Mj W o z¢ a x C T Lo J L / I `A' LO O1 N C j O O rM• Y U U � C.0 Q I N 0 L0 Q M r ai E w N r rri N o Z z E 11=11, a m a U Q 0 1 °i JOB NO: 22-02393 SCALE : AS NOTED SHEET NO. 5 an 3 a rn 0 cnCr 0 .o 0 J O I rn LO v IV- 0 a a 0 0 M N O I In v cCr 0 .a a rn C Q N 0 a N E O U v c J N ti O U v c O vl N U d .o U d y I v Y C O O J tZ N N a 0 a CV cV O Cn N N ci 0 Q m 0 c C 65'-0" 5'4" 1' 98ff L 3'-28' 5'-0" 5'-0" 5'-10" T-10" 6'-0" _ 6'-0" T-10" 1. 2'-1064" , 5'-1164 5'-0" 5'4" A H.B. TYP @ 1 STORY S3 I U.N.O. T o0�1 :} I ci I I�J_1 o \ \ 16'-0" 2'-94 6-10".' 01_0' I ■ r 3 1 /2" L } I \ \ 0 SINK / DISP I rF——— Ir�� I ��II � A o L S3 \ D.W. I 0 II 0 I \\ II III II I ;' •������-' Cl)L 6 ��I SN T L_ — — I I L---��L_JL_�� -- 1- ____ \ \ _ _ CHASE TO ISL�ND— _ \� �� _--- _----_�— -- }i� I \ II @ 1 STORY U.N.O. STORY .: — —I — — TII4 — — — — — — — ■ I II r — — — — — STEPS AS REQUIRED I PROVIDE 1 Y" RECESS \ \ CJ L — — — — — — — — — — — — CJ OPT. I: - CJ CJ ; FOR SGD. REFER TO \ \ III REF. 1; ; " ' CJ1I I ■ . • .. 1.. " PER FIELD MASON'S SLOPE FOR \ KITCHEN ISLAND 111 1' :: ' CONDITIONS I WIDTH \I� \ LOW WALLS ul `r 4'_0" .'. I \ \ 16'-10" 12-10" 0 INDICATES FILLED CELL w/ 3000 PSI \� \ \ • • J _f CONC. GROUT FROM FT.' BEAM \ \ \ — — — — —•— — — — — W/ (1) #5 REBAR VERT ABOVE SLAB ......... TYP @ ALL PLACES SHOWN I \ \ TOP OFCONC./PAVER T BE4" ■ ■ ■ ■ ■ 4'-0" 4'4' 4'-6" (2) #5 REBAR I HOOKED FTG. DOWELS 5" EMBED \ \ 0'-0° VERTICALS w/ in \ \ HVAC CHASE BELOW FIN. FLR. W/ 25" EXT. ABOVE SLAB "GRADE 40 BASED \ \� ON I STEEL ' SLOPE FILLED CELL PROVIDE Y2' x 9 Y2 LOCATION \ \ I RECESS FOR FRT. POOR ih I L o \ \ 2'-6"x2'-6"X1'-O" FTG 'j' ( _4 S3 T _ \ 25'-1047" \ \ 9f 581" W/ 3 #5 E.W. 128 \ \ T ( ) I 4'-4" d 00 \ \ ... ..--_----- — — — — — I — — �I\ — — — o I CJ CJ ' \ TS3 #5 REBAR 7in 00 TYP @ 1 STORY S3 I CC (2) U.N.O. S3 VERTICALS w rM AHU I FILLED CELL `% ' I 2'-6"x2'-6"X1'-O" FTG N _ I : r 3'-5" W/ (3) #5 E.W. : [ _ _ _ _ �� F- 7'-1" 2'-6" x 2'-6" x 1'-0" W/ (3) #SS E.W. G ='�,• n-----IF--- _ -3 1/2" I r`xa (2)#5REBAR S3 L J SLOPES *- M VERTICALS w/ in FILLED CELL I I + I OPT. D 11 IOPT. VV I: ETC I MI 1 5'-3" 1'-10" 3'-6" 11 `, 1 I. .II o ■ — CJ CJ o I 3-1/2" MIN 3000 PSI CONC. 1 I ' 2'-7a', ' ' it T-10" 1'-I'E EDGE OF SLAB 2" I SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY I I J N 3-1/2" MIN 2500 PSI CONC =N : ' K �_^ S3 `r' SLAB OVER 6 MIL VISQUEEN I I S3 VAPOR BARRIER I ' cf 35'4' 20'-6" -11 ' ■ BUILDER TO PROVIDE 0'-0" :. APPLIANCE PROTECTION (2) #5 REBAR WHEN REQUIRED PER FB VERTICALS Win 4'-0" 12'-1" , FILLED CELL FO _ l�W`H`�� VERIFY LOCATION � � i � . • : • ----------+- --- —;��-- /�----------�' I —t--ELECTRICAL PANEL +--- -------� - f f f f f f f f: f :f ■ f f f f f f f :f a f f f f f r. f :f f f f r a f f a f f f f :f f f f f■ ■ ■ ■ 5'- A S3 TYP @ 1 STORY U.N.O. 6'-0" s N-Iffil VERIFY METER LOCA ION WITH BUILD R 6'-0' H.B. T-O" 15'-0" 7'-1$" 41 Rff Rf_�ff FOUNDATION PLAN MONO - ELEV-Al_ NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. I�FOUNDATION PLAN •a w Z W W d 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" (D C O �_. H.• C� co r.; < r f,l 4 Q� v, O O •= 0 ®W`. CV O N M CV s(; 4 Yyy 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 a CD �E -�8 N� j6 0 ON Co 1 (O LL c0 N 3t LL W ei 7 In t` t` LL W n a a �Mv YYn JU_ � a UWj 5 Z rm� 0 Mo o O W U) ¢Qd Z ILWoo❑ 00 O J LL N M Z W cn O U J U) Z 0(.) U o� z o a d J N z a (6 W V O W o Ly N ) U W J �— — E — t 8 el I ° N 14 O w Mm co J ¢ o z a < 44of LL- a E z0 I- @ O E Nwz x0 �Q❑ d p ❑0 ❑ 0i L ¢o �w 4% rp - N -w U NO m� O O � z zZz a'w cn cn 3 o0 g o ¢ a Z O O Z1 J ¢ xr WO O OV w 0 2 = �3 > LO J L N �\ ^< F— L T L O O � O Y Y r U o co C:) � T � N LO Q N ,- T M ui <Eo =3 T— N nl o Z Z E C:) E d U -j Q p JOB NO: 22-02393 SCALE : AS NOTED SHEET NO. 6 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) W VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10777 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (2%6) or 1Y32" EXP. 1 (3�1'6) TILE: 1Y32" EXP, 1 02/16) 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 1e/2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 non S-03 10d (2'/z" x V. I ") 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. E, 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 R73 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) 114" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22.10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)10d x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION, 2 2 PLY CARRIER x CONT LEDGER 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—Al SCALE: %4"=1'-0" � O "e O f>00 i.� Q W L9— LL 1Sr .-`- ® u C'O C ti `-» tri W; 0 C) 0 LLJ CV CV t� CV M N N 0 F p To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M � W E M a o (o c 8 N O N N cD 0) LL J fA t--r-�o LLL Lua rNi d0' , a Y 1 U u- d Lu J Z 0° 0 0 tm V19 W 05�pj6' a a N M Z W W Q ILW U' U Q U3 O (n z ❑❑❑ CD 0 00 z aN z o E3 M N z W � rJ W W p O Ly N Ln W F— J E n l I i��Yili � O N Q N �� O w M zo z E �� oS R <Z® E O z oa CO O —� < X V a¢ z wo U O U a oz a z c,jo ¢ �J L C C:='m O Y m 0 Z J a 0 ¢w z "o No < o go W U � ao a= S zl¢ 0 3 C o r `'^ u i J w / fT �\LO CL F— L r G j O O Cr 0 r Y U o /�1 m m .Q N C) c) O� N �..— C ai 2 N o m r iri N Z Z E 10 w m c a E U Q Q JOB NO : 22-02393 SCALE : AS NOTED SHEET NO. 7 v1 Q v o_ 0 O 0 M M O I J rn to U-) 2 v V) M 0 J CY) 0 I to `v U) rn -L 3 R Q C-4 CV N d E Cn N E O S a_ v J LZ U E O UI U N .o a U `v y I Y a U J l N M N N 0 0 a E, GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3• Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting, 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / ■ O Safe vertical load + Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS i 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 81`32 1 B/1T FORM do GROUT SOUD CV Q �U O #5 BAR CONT. 8F12-1B/1T O V' LINTEL DETAIL SCALE = N.T.S. MMmm Im TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY QI 6F16- B/1T 00 tNOMINALQUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cif p ca�intels = 3500 psi. 2. fc prestressed Ilntels = 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. MIN. MIN.(1ARQ'D (1) REF 1/2 CLEAR ALTERNATE POWERS STEEL LINTEL e e O d ° d .M.U. #5 REBAR AT TOP e ° e GROUT MIN. (1) REQ'D U 1-1/2" CLEAR ° e e d ° e L Cn r Cc `- !I C.M.U. 5 REBAR AT = n t j ° O BOTTOM OF n w LINTEL CAVITY wo U O U) , OTTOM 0 rr 0 � � �� � REINFORCING ¢ Q c7 [ 7-5/8"ACTUAL PROVIDED IN LINTEL z w n Q C7 3 ` #5 REBAR AT BOTTON NOMINAL WIDTH (VARIES) 11 F- LU a -� �� 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 cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 5-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" ' ` Qj ii ssi C" M i24- (� CID tU 0' Y_ Pi 1 < di 0 0 U Q 0 W -.. C N O CV M CV CN O Y � a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H CD /W �E O M 8 N00 V C1 V 0 ��� � * �; W N cn t` r- - w a QN M V LL fA y LL 33 a J WIX Z 5 qrn Z O O = M11 H W 'ta N co � O -J �pjO' d ¢ a 0Ci Z N M Z rL E)W O ILW Z O U U fU W ❑❑❑ � N O o 0 Z N Q Z M U I In Z a V! � a--J cn m O w o V) Ly N �N y U c W J L r N U o N c r.te, 14 O Mh w M O Z 4 � ILL. a E 1= Q z j } Z (Q F- C -N :w0 x r4 UO 0 o 0< Z O E L az wo Q aZ rZ (d ro Y O OY Z - C: > z 50 0_ ? 2< LL a nw W (> o oz J �3 = F CO N a r OOP •° T L / 0 ,-.LO � � r co C) M O O UU) 0 C/1 W m }� IT- Q� Q O C) N O� N T r ce) ui m N T w N o Z Z E O m 0- E 0 _J _0 o JOB NO: 22-02393 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR, 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN INCHES 60 NC ES (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)/2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 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/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS, 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Y" 3 4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. IrrigatioNsprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. P Y 9 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 - C ncrete ove o r and mortar along the foundation perimeter must be removed be ore exterlol�soi 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. co tzCn 0 Lo r' U3 s� Sa 1. 2n 1 r _ C3 �s 4 Cry6 0 C� N CV 0 N C'M CV N 0 =.5 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. MJ W E eo Q O M 8 C. ik N N O 4 O to co N# LL W a r H� u�-1-� - W a ciMv a Y vS rn J L.L W n- Lu a,Z11% W.rn zo Yso O 1-- E0 F W 5-Nco M O U) a Z M z N O ILW O N a O U U N W ❑❑❑ W ZM N P� e o o N � r M V) aCzo LL N fLi '-u o to O WLn .) C Mill � L N C) 0 U) 0 �Q c o w Mm M 00 S z a ,,L z� = a �� > R z E S - Q= za o� CU F- XO 0¢ 00 0 C:)E C:)Qz N F w o <o wz ,p cn Soy U m� 0 0, z J � N <" oa 0 a0 O-�F O _< N r = > LO J L0rn ,, ^^ u^WJco `0 Q c� ` F•- S� T mac/ G :3O O -� O r Y U a \L/ / n Im m +-� QI 0N O 04 � � di N Q T T M ui m N r ri N o Z z E O cc cc a E U _j Q p c JOB NO: 22-02393 SCALE : AS NOTED SHEET NO. S N rn LO LO a v 0 0 M M 0 I N LO v Cr 0 0 0 J ram") Q) N 0 I N LO LO 0 0 C" Q N a ai E O v C N i a> U 0 �I U 0 i i z I i 0 V LZ N M 45 0 0 N 01 M v 0 z W m v' cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING 1'I I'1 j I.. L I....�..�. 16GAx1-1\2" LONG (3/4"-1" CROWN) 8'. 1.. STAPLES @ 6" O.C. VERT BETWEEN :..... MAX. 1: I: (: I:::�; 16GAx1-1/2" LONG (3/4 1P, STUDS (NOTED THUS:-) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 14'-0" TANK -LESS W/H H C G 0 0 0 5'-0" STUB -OUT FOR GAS METER 0 U U O F CV • 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'-l" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 314" 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" 0 602.0 wood panels 2 x - + 5/8" or 3/4" wood panel 902.0 2 x lumber - Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking + 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM w cc ¢ STD90° CONT. #5 BCONT. #5AR > . HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" max } Small gap 2"min. • � 4 max. 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. / B w 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/PI ywood OS web stiffener n r e e 4" max. required when indicated or 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 uthcutst. - Birdsmouth cuts. N.T.S. - Under 2nd floor cnlr rmn w/ Innrls N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series De th End ' Intermediate BCI5000s 9-1/2,1 2-8d , 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI 6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5 8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d R BCI90s O 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) . NAILS 1 5/81 THRU BOLT S►MPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10dnails SECTION @INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 6P, A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" S T-9' 1 T' ,f If Z' 'f'-3' i 3'° V-7'" 1'-'ti" 2'-4- 2'=9 3'-' 3'-,"' 16. joist I' (l 1'- T' 2" T' 2" 1!-3. T-9' 2-4" 2'-11" 3'-7' 4' 0 4-9' S'-4' _ 16 1'-4'" 1'-1" 1 2" 1 2" 1 7" 2�" 3-2" 3'-10" 4'-9�" 5 7" 6-4" 7 2" 20 T-a' 1'4' 1' 0 1' 2'" Z-a' 3-0" 4'-9' 4'-10" 9-11'" 6-11'" 7"1'" a 24 T-W 1'4' T-2" 1'-3'" 2'-6" 3'--7'" 4'-9' 6-10" 7';2'" 8'-4'" 9'-€i' 10'�" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS, 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y2' KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) =I 11=1 11-1 I I=I 1I- Nail with 10 10d nails. -1 11=1 11=I I I -I I I- I I I Install tight to top flange. SLEEVE THRU STEM a a. o SEE PLAN FOR °• a . • ; - FOUNDATION INFO ` a STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /1/4'--2"gap__-_1 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 0 requirements 0.6 X Joist m depth I -JOISTS BUCKETS N.T.S. GRADE a REINF. SEE PLAN LAIC 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 w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PVC OR SCH40 SLEEVE Ir r-PLUMBING LINE d L ° _ co z • a . • .. SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x T-0" CENTERED @ PIPE PENETRATION a SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE 4,1 O C U ' (o N ee) � a .d- r f O CL U3 CV O N M 0 _ f M o n 1 .. 4. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as LO W v E 4 O co � Q F, coN r ik LL fJ w0 m C 7 u7 W N 1 J # 11 Lu NU) r-2 r-L NM ° W a LL CL jLLLL 33 a L Z Z O o�W rJo Q: ? •� N cp K J W � � °' °'. JO d a a T Z IL Z N co IL a - N O Z O U U � co W ❑ ❑ ❑ Z N o z � QNQ z o Q o J M V) z 0 0 (D 4 -J (($ w W � U O „e o N C v „, o �...., E .. = w U ) °% c `� d ¢ e ® 0 r_ o w C13 Ch m Z O S z U_ CI . E O E �o os Wz g > QR �° v - E oa �O 01 &Q O Qz ww � � _ � Q pY U N 0 , OLL Z H z Q% m �� Q W zz aW go W U LLo ¢ LL a �w ?0 az =3 CDQQ �o o 3- 11 z E d ov 3 0 Lo J LOrn LO ca Q C7 (D I- r O C)Y O Y T o vl/ m4-1 m T }1 O C) N Cy) C14 Lo O� E M T o Z ca Z 0 y E O _ a ci 6� ¢ o JOB NO : 22-02393 SCALE : AS NOTED SHEET NO. SN 1 a r LO L v c� 0 M 0 J M 0 I L0 v o- 0 J M M 0 I L0 v t� 0 0 Q N N v a O v J N Ii 0 U 0 c0 ti U i U i z y I Y i C 0 0 O ti CD N N 45 v 0 a_ 0 C N 0 Q m v FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 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 T' 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL, UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO ° BE IN ACCORDANCE w/ ASTM —III=III—III=I m �I I I I I=III=III=I I C ° I I III —III —I 11=' D7158-CLASS G or H, or ASTM I �I 1 I=1 I ICI I I=III-I I -I I =_I D3161-C LASS F, IN ' I—III=III III —I ° —IIr— —_ 12 ACCORDANCE w/ TABLE �'' 1=III=III=III=1 1=1�_I-I I=1 I I=III=I I 1=_I I' (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) I = -III, III=III—) I I=f I III=I (I I I=I 1 III III II I II II �I I I- I t RESIDENTIAL n 8 INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA \12'.N W/A HABITABLE ROOM O. 2x SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS EE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-H00K (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" 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 0- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" = DECO FINISH 4" to 6" BELOW GRADE ° ° - Z 00 6 MIL VAPOR BARRIER I e III= T COMP. SOIL. (COMPACTED TO 95% I MODIFIED PROCTOR I III—ITI—I I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 1 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 BLOCK WALL BEYOND 14" O.H.D. RECESS z Cl) a 00 T SEE A/S3 OR J/S6 ``Ili-1 I I Il i 4, I I I I II FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/(10) 10d NAILS - TYP. MONO OR STEMWALL 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. -0- 5/8"OR 1/2" HIGH STRE4-� TRUSS BOTTOM CHORD OR 2x4 #2 SPF _� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TBLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS 5/8'0R 1/2' HIGH STRENGTH 5 „ „ (U.N.O.) (OR / GYP. TYPE "X @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABEACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE)SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLECONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 1/2" CDX PLYWOOD OR SHEATHING REQ'D. FO2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10)11 NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" A.F.F. (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 2 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 REINFORCEMENT AND WILL NOT INCLUDE THE WALL / 2" 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 M @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH ELEV. 4-3 1/2" Z �31/2" MIN. �31/2" MIN. A.F.F. '0 _- N° b '. ° .: ° — -- �T 31/2"(min.)- 4" — ° b ° _ I —I r3l'/2�"(min.).-4" I =1 �I _ ° —I 11 I I 00 31/2"(min.) - 4"-1�1=1T_I _ =l I I ll� � I 1TI- =T—IIL—I -1 I AT (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 44 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL 0)STEP (@ SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE: 3/4"=V-0" SCALE:3/4"=V-0" PGS M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 c14 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 1/4"x3 1/4" TAPCONS () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� 2x P.T. PLATE ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE M D — -0 ° —rrl— — z FINISH GRADE ao #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 25" MIN. LAP [30" MIN. LAP (GRADE 60 MIN. Fy= 60ksi] 1 Z FOOTING MONO SHOWN FOR CLARITY °O 6 MIL VAPOR BARRIER ; I III I ; ° I IE I I I-1 I m I I=^ R 1 7/8" #5 REINFORCING BAR —� ✓ p, =1 I-1I—hl f II_ N Z l IT,, II 2 I a ° I II 7--­ I I11T�� rrr_I #5 LAP SPLICE NOTE: cv ° FOR BEARING WALL j COMP. SOIL. (COMPACTED TO —I * _ r i W/ UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM (=—T-1 �T'!'TTri1 II i I�� �1= Eil�i=i�i —III- III III--' �- l�' 4" 1'4" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 ° 'v GRADE 00 — ° � ° —III III —III III ILI IF' —_ — — -(1) #5 REBAR w/ OPT. ' �I I tI I =I 11= I I I=1 11= I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" IllS3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS r.. • < •. f — =1 I J I I1=_III; I ' • : � :,..:. III=1 , I «� 4 _ =1 I I -I I ' �I 1= r iI�IITII:'~ Il�r SEE A/S3 0R J/S6 J -, i 1 1 - 1, 11 11, F,LIJ- FOR REINF. INFO. 3" MIN, CLEARANCE 11-4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. C CV M SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2, HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALA& INK— •' i Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. -31— /2 GARAGE CONCRETE NAILS W 1 1/2' GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB r6x6W1.4xW1.4 WWF OR FIBERMESH N I —III— co —�— — — 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=1'4" K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W ° U CL aLLJ �_III_ITI—I 10" #6 REINFORCING BAR #5 STD. 90 HCJOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM NV SEE ROOF PLAN o0 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO I I 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING Cn w 0 SCHEDULE Ix > a w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w I SIZE VARIES PER PLAN a w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR w SIZE AND REINFORCEMENT) o w c BRICK PAVERS or SLAB PER 0'4" FIN. FLR./--kk COMMUNITY SPECS 1/2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 Y-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 r _ WWF OR FIBERMESH �r�rrr i ITT r(T (2) #5 COCHNAT. S ' =I I I,I I I ­;;Ill. ON 3", , I Iml I I , , I IR 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)-7 r WWF OR FIBERMESH SEE A/S3/J/S6 ­' 1 8" l FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (a S.G.D. I M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD _E d CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE 0 - II li�=l,l-1• Zawo =I' v Ii _I LU w __ z off"'= li U— U) I-i Ili- III ill_ I � I=iil � ?I -'��i FOOTING v —III— BEYOND PAD REINFORCEMENT - 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 d- E p Q(` 'F ,O a:IJ.1 N 0 N M N 4 S a •w 4 . / :.,. t, '3 i. .s• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q SEE(0rZ C O 8 C-,tb N _i LL VN 0' m J � 00 a.,iL LL W N �i rnrL0 :12 -, W a 22 LL a. dj V S �F fn (n o LL LL iZ LL Lu IXT tea°' R 06 � @ (DM W ILI 0 �2�rn ¢¢ d Z ILUJI IL a N M Z W fn O . . O U U rn w ❑❑❑ rMi N M z 0 z C� J M- ,n fir/ I tit z 0 o W �w -O V) W g 04 U o w � t 14 O co J w M coz o z z C O_ C W O Zo QN z© <_�� aµ . O° 0 °a N @ ao Ww W� i ao mi CY _ C O N °, Zz J m < Q W zz to oa Z g° S a �W. o d= Mill o>° V z¢ a Ova > L oLO a� rn Q 0 co 0 O O r U 0 m m r%- Q O 0') I O r -0 N Il d' -0 O Ln C r ` ai 2-1 N N o Z ca z E2 O N C a U ° -j Q p JOB NO: 22-02393 SCALE : AS NOTED SHEET NO. S3 (MONO) -o LO v 0 r") 0 0 J N 0 I M LID LO c 0 0 0 J M M O i Lo LO d 0 Q rn 3 4 N N i d E 1.2 0 v J y ti 0 U 0 0 U Cl- Cl- U U z I Y i C .Q U J ti N M N v 0 0 a CV N 0 0 N v 0 L0 0 m v yr (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 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 (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT, BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d IL 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.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN FF GL DOOR OPENING DOOR OPENING loll I ❑ ❑ EXTERIOR J ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 ° 8" STD. 90'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 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. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6`-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE --- J \\ \\\ W FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL --8x8x16 C.M.U. GARAGE DOOR— GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK 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. 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 TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 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 OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 3E _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A A 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EBLOCKING EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) Lai O/C FIELD g 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE FEQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) —� /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 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 • N J G' 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP 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. S AF= 2240 LBS am+ SIMPSON C SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING P.T. SEE SECTION AA/S1 -ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON -ECES SIMPSC LRINTELS . SP4 SP4 SIMPSON SP4 SIMPSON SP2 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) (5645# SPF) ' (6970# SPF) G (9335# SPF) N. 8" 'OXIED A.T.R. t & NUT OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. — A A (B) C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " \-NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 2X8 P.T. BOTTOM PLATE UU 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 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING --m N 0 0 BEYOND, PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 f(D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. C=11, J f 0 d. � N 0, O , Y� r O CV 0 N M - 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. MW N r- n W Eco a o 8 <o w xr N O N 0 J 5 61.11 i9 J V � I G � T 52 Xk LL W a M cprF� LLw a�mv I(0 �a.i vYi J LL LL d 00 Z t m � � 0 o O �'WN(0 �O ca a cc tLWco Z N co of rn 0 0 -j uvi Z 0 0 ,� ❑ o I z N o z o � a) J M V) Z a a)W o vy ° U O —� u, o vi c co v m i... I w m allJ E e w 8 L _L. N N � II� o w Mz M O G g Q E O ca wo Wa > zo , z v o <S X Ooo wo oo � U xz ww iz .2 (n C oY mo z� ° z z >> N 7y < 0¢ z d O <o dr - 0o Jw w � �O O _< a oo 0 •� T > Lo LOrn M cu ^ F— r CD C)O Y T O 0 (^ mil/ <I O O C) 0404 LO N Q T �-- M uS m CV T rri N 0 Z Z =3 O 2 n 0 J Q Q J JOB NO : 22-02393 SCALE : AS NOTED SHEET NO. S4 3 LO LO 0 0 C) J M O e LO 0 V) 0 Q 3 J M r'M LO LO 0 a _ Q N 0 i !2 E O S 0 v i fu M 121 U O 0 vl CL y a� .o i U z I Y i 0 J M N 0 0 CD 0 N 0 0 4 SIMPSON HGAMI( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (2 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM ' SHEATHING DETAIL�l 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0lC. EXTEND AT LEAST 90% OF EACH JOINT W! (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. • LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '• BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. ma THROUGH CHORD x 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND fa DETAIL SCHEDULE FOR SHEATHING-i `- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)1 Old EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED • (2) 16d NAILS W/ (2) 16d TOENAILS 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 WEEP SCREED - THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1!2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL (2)16d INSTALLED PER MANUF. x @ @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO —� MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od 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. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE TL 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 f r X-BRACING, AND TOP T SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION to Co 00 SCHEDULEFOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES to zo 00 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM •2x4 RAT RUN BRACING 1 1 2 1 x 1 RIDGE FASTENED AT AT 24" O.C. ON TOP OF 2 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 6" LAMINATIONS W/ (2) ROWS OF (3) 2' x 4' LAMINATIONS W/ 1 ROW 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148 , L = 3) OR EQUAL (D = 0.207', L = 4 1/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST 4 ROWS OF ( ) O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, 8d @ 6"0/C 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/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xi 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL I LL- 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH I— 2x4 BLOCKING S 1 [E EXT. WALL CONN. �a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 0/C (2)12d TOENAILS NON -LOAD BEARING LOCATION B.U.C. SAME NUMBER F M P IN D0 ROWS, SAME SPACING) G) .SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 FFkT ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 CROSS BRACING DETAIL S5 12 6.9 MAX. 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 SCALE: N.T.S. S5 GABLE TRUSS 12" ISH SCHEDULE tTTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) 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 -MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 4$" O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE -, FASTENED SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDEITH (3) SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-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"xi 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. n a 0 a CORNERJACK U ¢ w z 0 U HIP FRAMING REFERENCE PLAN 0 z w \-BRACING w/ (3) 1Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN o0 C'No ON ON cc 151111111111111111 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION � � A °u C o r- CD 4 �r y. N O -0 "O } 6 l31 N N O N M 0 4{ �P4 _ 1 ? r \ E h � 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 An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD W v E 0Co M N goatB S '4F-4t Co N J B 0 W dJ I-- -L �W a a4.)_.i , LL a Y r, LL a J 0O � '@ N J Ii CO UJ U5 e W a �.' us N �z K tN O U rVi� U z o00 V M � N M O O O QQN Z O Q Q n M i E tV1/I �.a s ca w n U LU o OLn Ly N r— J F- — pE lamLd.A 7 I L U O N fj:� � N momL}Zo 0 N m im ti o W W M M w a p z J LL ;z E hzo oo >1 N <z@ O 14 E: v CDE x a O 0 a N L 2 ¢o Q z ire (� O o � mO 0 z ' J .m W� aw �z- W oa ZZ go N CL a �w U <o < oc < ao coM °3 c .s r Lo J `A' LO LO O rn ca Q ca = MO M O Y r o m m � QI O 0') C) r N d' o LO d� MT_t ui m N 1iri CV o Z z E cc E CU U _ Q A � JOB NO: 22-02393 SCALE : AS NOTED SHEET NO. S5 3 Q rn u7 0 Cr 0 n 0 0C:) 0 J M O I N v o- 0 0 O C" url I N v Cr 0 .a a N 0 E N E 0 v J in W LZ L U 0 0 vl 0 a U E, a F y I i c 0 U J m N N M v 0 a N N Z M 0 0 z 0 w 0 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER14"2X8 4 1/2" DRYWALL P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVALFOR CONN.%'/, P.T.3/16"� FOR CONN.i ' _, '''1x4 APPROVAL FOR CON�% ii ';APPROVAL ' 1X4 'FURRING LONG X 3/16"0 x4 FURRING X 3" LONG_FURRING 2 ROWS 3/16" x 3-1/23-1/4" INTO ; , TAPCONS�'()TAPCON. @ 16" TAPCON @ 16" O.C. &STAGGERED BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ M.1X8 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NAILS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2 EDGE DIST. APPROVAL FOR CONN. ' % %i ij iOR//p 2x8 P.T. w/ (2) ROWS 3/16 " APPROVAL FOR CONN. -'/' i 2 ROWS 3/16" x 3-1/2" O /�%/ '/i' ;' x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 FURRINt TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.4"FROM EACH END w/2x .T. ATTACH SECOND PLY wl 2x P.T. AS RE Q'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED 3-1/4" DETAIL BUILDOUT aC� 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 BILK.) 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)1 Od 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)1Od 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 BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK Z-O" - SECTION A -A 8" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K SCALE: N.T.S. SS 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �-- 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA, END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" #5 REB, (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (VIL NOTCH WEB AT L\ .,.GA 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'Y2' 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 ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 000, -0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX, OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS -,) GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6-0" F. OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH, DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o REINFORCING AS FOLLOWS: * SEALANT=I T PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. Po t PRESS PANEL REINFORCING INTO PLACE. " 6 MIN. LAP SPLICE W/ — — - .D . I11—III III. * COVER P 0 PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - REINFORCING PANEL — — _ F) SMOOTH. DONOFUR OW PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT I II—Ir _ I. GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAPr- G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N ° p REMAIN FREE OF MORTAR. NOTE: M z f . H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r u TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. 1 STORY (- ) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. .00 J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. LFILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ♦ kR ♦ 411444110, o, Lill ' +2n THE :S I #5 REBAR (TYP,) ' 400 _ `STD. 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 • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 9- BLOCKING 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"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x0 + + + 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 Z-6" a * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. c' �E/Vc,TN (2)1Od 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 (ZPF=r-T f1) Amn SIMPSON HTT4 w/ (18)10d x 1 1/2 NAILS TO STUDS & 1 - 5/8 DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:3,Y - r >- Ix z 0 U) 2 U_ 0 W a U_ M U Q 4 @ FIRST COURSE H SS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Old @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. r- w/ (4)1/4x1 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 ° a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° OVERHAN ° n' ° RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-01' ° ° 11,L---:#5 BAR j. >' °'• C D 10" P d ° " CENTERED W/ g ° •. °s 9 IN TOP o d KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING e SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL ° DIRT z g °• ° STANDARD o 0 9(7 OO #5 BAR IN HK iv FILLED CELL pq 7- , L It Sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ]INTACT 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 EXISTING FOOTING RETROFIT FILLED CELL DETAIL 2 #5x6 IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 0 ' ) V 4�d l co '0 Q _ tii C� �. 0 Il CV N O N M _O M 0 E - A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w Q 'It EE,- O U N W V Ifi N W m U J LJi. 0 N 20�* LLW w�P� W a a m' a - Y Lu � CL 30 Lit a a W 0 Z o o` W Cn 91 ¢ Q Z a comZ �rn0 Z OU W ❑OD z � o o0 Z , co IN Mai z o � J — N N — z � CDo `L +� W a �_ V.,� O U) �NR w o rz N is i-- U F - — E QoilLU ! s t ° U o Y, c U) 0 �Q N o W M M m o z a E E 0 w� w� z� ¢s Za oa I— 03 CL O E N tB x o 0 o ao :, 0 o, az i �z W _ ao OY U hm m� O� ZH v C, J �� aw 2N u7 ¢w O 4 zo U t? "!!S U LL ao B a m w �G O < a ° � .0 T 2 � L J LO LO cc C)O r Y 0 o O _I N .Q O L{) N r CM ECIO E v r vi 0 Z Z E a f° rz d E U Q p JOB NO : 22-02393 SCALE : AS NOTED SHEET NO. SS 3 Q u7 LO 0 Q 0 0 J hM 0 I 5 a rn LO LO C7 Cn Q M O O J M M 0 I N LO r) 0 12 0G E F2 E 0 S 0 C J LZ 0 0 �I P i U :a i z i 0 0 8. LZ CV a 0 a cV 0 M cV 0 Q m vvr , vu lw ­1, ,,1v vr�✓ CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF, SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---L WOOD TRUSS —J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH T TB TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDINGPACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES - ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS ( SPF TOP INFORMATION, BOTTOM CHORDPLATE VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE `P W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. ° r SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEFR SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI SCALE: NTS )IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE 1OOF PLAN FOR MOI VFO (2) 2x8 #2 SYP w, Q.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) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SEE PLAN FOR CANT. COLUMN SIZE & BA E —7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/P ANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT / a� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PAN FOR SEE PAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALLn 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN c, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. A . TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �12 SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @a ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS — OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER` FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS 7_5, r �f ,. N N O N M N CV C.- .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 Flo da Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. in Il- 1. .O E � °° 4 O q 8 to NC-0 N 6 LL v mU' ��N xk LL W O C 0 rn r 1Z W 0_- 0 NO a mrJiu- a W Z_ C Cc) 9 ow j 'rp CV (0O J yd a i N M Z = In 0 U U O W N M 0 0 Z o000 � o d 7 -- N M C1 o a) LU G U Oft A 0 N N . LLJ - as as i-4_0 ANA ti o C.0 J w CO M zo ' z Q U_ Q E o z. 0 — z >N 3 N zo 0a F _Cl x0 a¢ =o o< O N Qz o �¢ wz U) o U N °, z Y Z J m a 2 fn i1 ¢ U a zone N W o� �3 w� >° o d o r > LO J LO LO N m 0 M r � j O O Y r o to m m � Q� 4_j 0 CD N N C� Q r r M CV T— vi CV o z co z 0cn a E c0 _j Q p JOB NO: 22-02393 SCALE: AS NOTED SHEET NO. D 1 3 H3 LID LO E v is 0 0 J N 0 I A rn Ln In v fN Z3 0 J M N O I N LO LO 0 cn .a i Q N N d v 1.co N E c ti E U v 0 CL :a i v Y i 0 v 0 m tZ N N M N 0 2 a C'4 cV 0 N v 0 cn m 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK- 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6 TOOLED SEALANT REQUIREMENTS BEAD BRIDGING 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 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER 7 RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure N 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 E DO NO- BOTrO FI �AIf=1 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as O#in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, 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) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary rl_r,ornrvu SELF -ADHERED FLASHING DECK JOIST 8" CMU 4" OR 8" CMU (PER SEAT DEPTH FILL WITH GROUT ru-,anlnru 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- SLOPED MUD BED - VINYL SHOWER PAN SLOPE a ') WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING ED FLASHING (SEE DETAIL WP07) Eon %SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -� r 1 Q 2 SEAL TOPS OF JOISTS o UNDER DECKING O (SEE DETAIL WP07) ' SELF -ADHERED FLASHING ,41 EXTERIOR DOOR WITH DECK E 4M C©J 1'-4" PER PLAN 1'-0" PER PLAN SHOWER SEAT 4 SHEATHING /- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/a"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER 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 other suBFLooR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based 1 sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 Q 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 Is m CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER ' 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 ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE RUBBERIZED THROUGH SELF -ADHERED FLASHING JAMB a HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �`° (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PAPEREXTEND AMINIMUM 6" RELEASE ADHESIVE ASSOOEN VERTICALLY FROM POSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 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. Ground7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. SELF -ADHERED FLASHING PATCH XSHINGO SELF-ADHERED FLASHING SELF -ADHERED F1 3" MIN 2 4 5 SELF -ADHERED FLASHING OUTSIDE CORNER Z J J a a X Lu � PLASTER STOP = cU) CONTINUOUS BACKER 0 W U ROD & SEALANT W W = a Q LU w � o A ICn a a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY 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� STRUCTURAL FRAMING VSTRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB ,,�SFLATH I ER STOP A NUOUS BACKER ROD ANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all co C6 C� C n 0 n, , t 4✓ `J _ J. C� R'- r %4 0'W N N O N M N R . 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W � IW- o E 10 Q O M8 Do m LL 0 .5 Co N " w fA rn I- r-� w a ip MV �d Y a �- IaLu J � O 0 = f0�� z 0 r- M 00 2 :e NCO O W�gpjO' d a Z LO M Z W Ln O ILN Q U OO Z ❑❑❑ W M � N M o S Z Z o QQN Q Q J a n M N z 0 v CD 0 LL 0 � rD w o M U w g Ln11 L� w N rc1 �- U M I�•.. 6MIN Q O w M M ¢ zo z a J Q E E 8LNX ¢ W� o° � as z© ❑d Xo 1 O E O ., ¢z �° ❑ & 1 `Z N o W L ¢ ❑ m rp C N U mS o OZ z Z U) aw N 3 oa ao � � 0 �w W a0 ~� C o J= w �� �o IJ O Oar' Z< at 13 c C-- > 110 Ln LO CD � F- L T \-/ co 0 O co t U s m Q 0 I C) N CD LO T r Cj ai m w CN T y N 0 Z Z E ID M d E U Q p C JOB NO : 22-02393 SCALE : AS NOTED SHEET NO. W P Mounting Brackets p10 Gauge] 4-1I2- x 4-1 Z x 2-12" See Anchor Schedule Bolts 1 f2p Dia. A3251GalV. (Typ') Q 0 4e SKR cross support (May bt cast to W) Right Bracket (16 Gauge) # 14 Self -Drill ling Screws 1 ti-�/4" • A/C Unit 8�uu m Edge Hurricane Strap (Typical: 3 in front) Washer; Fright Cross Support Self-p khlg parts f May be cut to W) Left Bracket 0 6 Gauge) #l4Selr-Dri1HtgScrews ThruBrackets & Back Cross Support Into AIC Unit Bottom Side (Typical: 3 each side for hurricane use) INSTALLATIOV t..t .: .4- e wstailaruin 3nunu?lau are ispenn" *" madt Hrusicfre Att Bra z PAII!�;�:tD�Ytt6VFtagavAdAle upon "quen: t �' #li! -d*P'f i Florida Department of Bumness & Professional Regulation rag, I oft Building Codes and Standards 12/152021 Product Approval Application Detail C044 Intill 0.1. Did. Date Panding Dd. TV DO Vemloll Manallo r contact Fnglnear&License Validated BY Validated "Mitred FBC Approval ol- stal Affirmation 2020 Smart Vent Produce, Inc, Michael Grehem Hermes F, Ncrero P.E. Locke Bowden P.E. 12J18/2020 12/ta2020 1N2812020. Approved Category: Structural Components (677)441-8368 PE73778 (334)300-1800 8ubCategory: Products otrodVicedasa Resultcf infomsmart"ntcom New Technology Compliance Method: Eveluatim Report from Florida RegisteredArchitW cra Ucenaed Flonda Fit Professional Engineer Pradu'ds -NE Q1WItvAseuranea Aperoyadfor Uss - Antrroyo4 for Use - Impact e t Sao# Product Modal. Number or Nama as Product Daiatian det tExsdrando Data in V L outside HVHZ aesistmd Preen e 1 &nanVem Model#1540.510 Dual For= Flood a rid Venlilagon Vent 1ZQI2023 Yes Yes NIA •1001-100 2 SmeWeni Model #1540.511 Dual Funethn Flood end Wotliddr Veni 12f312023 Yes Yes NIA +10DA100 3 Smarten Mod0I#154P520 Insulated Flood Vent 121312U23 Yes Yes WA +10DA 1DO 4. mart Madei#1540�521 Insulated Flood Vent 12r3112023 Yes Yes N/A +i b0AlOO 5. SmanVent Mod. #1540.524 16&quo, Garage Door Flood Vent 12131/2023 Y. Yes N1A rVA 6 SmanVent Model#1540-570 Wood Well In suleted Flood Vent IZ'312023 Yes Yes NA .100F11)0 Smsrtvent Mode41540-574 14 5&quo: Gauge Goa Flood Vent 1273i2023 Yes Yes N/A NIA Florida Department of Business & Professional Regulation Page l pit Building Codes and Standards 111412421 Product Approval Application Detail cods 11IOr - pate. calls Date Pandlno Dal g .. ZM Vuslon Manufacturer Ce Mact Eapinear;aticaina Validated tb Vniltltled SubmlWd FBC Approval Averci Status Revision 20zq Drexel Metals. Inc. .Jason Shumate Zachary R. Pee% Locke Swldan P.E. alvio2a20 OaM92020 0812WOZO 10/132020 h proved Category: Roaring (502)303-1511 PE-74021 (3341300-1800 SubCaegory: Metal Roofing tshumet.(Rdes-t.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Lfeare.d Florida PrOfex5ianal Engineer FL#178f8-fl6 Protlucb _ - Qua1lNAssurance ADproV0A for Use Approved for Use Impact Ce-10) hoduN Model. Number or Name Product Deseripdon C011&MLExolratian Date n Z outside HVHZ Resistant iris 1 Duxei Motel Roofing System, OMC 10a N5,. DMC 15QSS, DMC 175$ OMC.2008; 1213T2025 Yes No NtA +01-180 OMC SV Florida Department of Business & Professional Regulation Page 2 of Building Codes and Standards 1/25r2022 Product Approval Application Detail Y Code Entity er Date Date Date Pentlina , Type Version Manufacturer Contact Eno inear&License Validated BV Validated SUbmitted FBC:'Approyal Approved Status Revision 2020 Therma-Tru Corporation Steve Jasparson Lyndon F. Schmidt, P.E. Ryan J. King, RE. 04/152021 121312020 OV2212021 06/082021 Approved Category; Etariar Doors (800) 843-7628 PE-434M (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies j-person@them I:t co Cam pllance Method: Evaluadart Reportfrom a m Florida Registered Architect are Licensed Florida Professional Engineer Fta11211 Yi5 Quality Assurance Aparowdfor Use Approvedfor Use Impact Dalian .Sea A Product -Model. Number or Name product Description ContraiL Expiration Date in HVHZ Outside HVFiZ Resistant pressure 1 a. Therms-Tru Fiber -Classic and Smooth -Star Nominal 59#39;8 &quotlmpact&quct; Opaque 121312022 No Yes Yes WA Composite Edge Fiberglass S ogle Door (InswinglOutswing; X configuration) 2. b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#398 &quotlmpacmquat Opaque 12F3ll2022. No Yes Yes NIA Com posits Edge Fiberglass Single Door with sell OosningYOutwiing, XO; QXor OXO nfi orations 9 3 c. Thermo Tru Fiber -Classic and Smooth -Star Nominal 6&#398 Fquotirnpact&gttdt; Opaque 121312022 No Yes Yes NIA Composite Edge Fiberglass double Door veth ar Wthout Sidelites (InswingfOutswing; )O(or OXXO configurations) 4 d. Therma-7ru Fiber -Classic and Smooth -Star Nominal 8&#39,0 &quot;linpact&qugt; Opaque 12131/2022- No Yes Yes NIA CompgateEdge Fberglasa Single Door (Ins=19.utswatg, X configuration) 5 e. Thermo-Tru Flber-Claaslc and Smooth -Star Nominal 813a.0 &quot,ImpaCt&quat; Opaque 12/312022 No Yes Yes WA composite Edge Fiberglass Engle Door with Sidelffe(sFdnswiogiOutsweng XO. OX., OXO configurations) 9 ) 6 f:herma-Tru Fib r-Cla Icand Smooth -Star T. a ss Nominal 6& A I &#39, &quot;lmpact&quot, Opaque 1213112022, Na Yes Yes NA Composite Edge Fiberglass Double Door with or Without Sidelites. (Inswing/OuMwing' XX or OXXO cmfiguranons) 7 g. Therms-Tru Flber-Classic and Smooth -Star Nominal8&ii3$& &quaQrnpact&quot, Glazed 12131=22 No Yes Yes WA Camposite, Edge Fiberglass Brigid Door (Insv4nglOuh�vmg; X configuration) 8 h. Themra-Tru Fiber -Classic and Smooth -Star Nominal 69#39.8 &quotlmpact&gwl; Glazed 12/312022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sldel te(s),0 nsva ng/Qut5W nfi. XO. OXOrOXO contig Urn Ons) 9. i.Therma-Tru Fiber-ClassicandSmoathStar Nominal OM98.&quotlnhpabt&quot; Glazed 12/31121Y22 No Yes Yes NIA Compost Edge Fiberglass Double Door Wth or with out Sidelites (InswirgiOuts riog; )O(cr OXXC configurations) 10 1.Therma-Tru Fiber -Classic and Smooth -Scar Nominal 8&#39;0&quotlrnpact1quot; Glazed 121312022 No Yes Yes NIA Composts -Edge Fiberglass Single Door (I n%Wngfoutswng; X configuration)..,. 11 k. Therma.-Tru Fiber-Classie:Ono 5m 1111-SYar 'Nominal 8&03910 &quotlmpaot&quoT, Glazed 12/31r2022. No Yes Yes NIF( Composite Edge Fiberglass Single Doorwlth Sidelrte(s) (InsYAog/0 awing XO OXor OXO configurations) 12 LTherma-Tru Fiber -Classic and Smooth -Star Nominal 8&ff39;0&quot;lmpact&quot Glazed 12131/2022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidalites (inswing/Outswing. )Xor OXXO confgumtion.) 13 m: Therma-Tru Flber-Classlo and Smooth -Star Nominal 6&fi39'8 &quot;lmpact&quot; Glazed Molded 12131t2022, No Yes Yes N/A Open Composite Edge Fiberglass Single Door pnsw gfOutsw g, Xconfiguration) 14 n. Therma-Tru Fiper-Classic and Smooth -Star Nominal 6&f€398 &quoit mpact&quat; Glazed Molded 12131=22 No Yes Yas WA Open C."postte Edge Flberglass Single Door with Glazed Htoided Open 5ldelite(s) (Inswnrg/Outswirg; XO, OXw OXO configurations) - 15 o. Therma-7ru Fiber.Clesse, and Smooth -Star Nominal 6&0398 &.quotlmpaat&quot; Glazed Molded 12r312022 No Yes Yes NIA Open Composite Edge Fiberglass. Double door with or wthout Glazed Molded Open Sidelites (Inswng/Outswing; XXor OXXO configurations) 16 FThemta-Tru Fiber Gassic and. Smooth -Star Nominal8E#39,8 &quotimpack&quat Opaque ID31/2022 No Yes Yes WA Composite Edge Fiberglass Single Ooar with Molded Open Sidelite(s) (I nsvIngfOutswing: XO, OX or OXO confgurations) 17 q..Therma-Tru Fiber -Classic and Smooth -Star Nominal S&#3g;8.&quotimpact&quot; Opaque /2nl2022 No Yes Yes NIA Composts, Edge Fiberglass Double Door weth or without Glazed Molded Open Sidelites (IneWng/Outswing XX or OXXO comlgurabans) I'll Department of Business & Professional Regulation P.9.Iat Building Codes and Standards SAW21 Product Approval Application Detail Sgg( EWW or Dal. 2" Data Pendino 2d- 7VDO Version Manufacturer Contao euil oer&License Validated BV Validated allbmKtod FBCAenroval Approved Status Revision 2D20 PGTlnd-ties Jens R.-q* 0I 1-0ede BCCO- CER MIsnii-Dade 9CC0- VAL i 1/192D20 1.02612020 1124Y2020 Approved Category: Exterior Doors (941) 48801D0. (786) 315-2590 Subcateggry: Siiding E:t Oar Dear As-lullas jrosaw,Xl�pgnnauamasc DomplianceMefh d: Certitce5on Mark or using om .. Ft.iri51-R34 Products - - Quality Assurance Approved for Use Approved for Use IME es .Sea# E§oducl Modal Number or Name Product Dascrlotion COMract Exidretion.Gato ht HVHZ Oulsid, HVHZ Resistant Pressure 9 6G0.5570(Large Missile Impact) Vnyl Suring Glass Door 04)142021 Yes Yes Yes NA January 27, 2022 PRO"'DUCT APPFrX"!'"Sh'PEC1F1kA";'hAT1UA"`N SHEET(2022) be building listed' below if As required b Florida Statute 553.842 and Florida Administrative Code �-7'2 ]ease r��ide the information and approval numbers on the bu Ii � y 1 p p pp � they will be utilized on the construction project for which you are applying fbr a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp.[late '1. EXTERIOR DOORS A. SWINGING ThermaiTru Fiber -Classic and Smooth -Star (NON4MPACT) FL204 1.1 +67.0/-67.0 psi' 12/31/2022 Therm aTru Fiber -Classic and mooch -Star (IMPACT) FL20468 +67.0f-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 1 1 1/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12131/2+02 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/1412026 C. 5EC110NAL Wayne -Dalton Series- 80+00110012f�0 #11CD5 (8 7r F L8 48.3 ,2 psi + 31. 0/-35. 0 f 12/31 /2023 Wayne -Dalton Series 8000/8100/8200 #11 (15X7) FL8248.10 +30.0/-33.5 psf 12131/ 02 Wayne -Dalton Series 80001, 100/82 0 #1124 (1 X7) FL8248.11 +34.41-38.3 psf 12131/2023 D. METAL LOUVERED DRS Curries Division of AADG1 Inc 607f707,7271747rand 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINCiQ'Vtii'S A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-80.0 psf 10/812023 PGT Series 5500 FL239..2 NIA 713012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FLl53,51.1 +55.01-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FLl5349.1 + .01-60.0 psf 41312023 PGT Series 5520 FL243. NIA 4130/2025 D. MULLION MI Windows and Doors Series 5764 FL753 3.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER. 3e PANEL IIWiALL James Hardie Building Prod. H u rig C�em Bank La Siding and Har+diePlank L Siding p p g Lap g FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soft FLl5272.1 - FL15272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum Inc. p t Solid and Vented Aluminum Soffit FL7 44 5 85 R + 54.21-54. f 2 i� 713012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLA YMENTS Tamko 15ib Felt Underlayment FL12328 NIA 6/291202 C. ROOFING FASTENERS NOT USED D. ROOF V'EN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 91912026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Loamanco, Inc DA4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849-27 - FL7849.28 NIA 12131/2025 Boral Tile Saxony 900 FL7849.161 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS,, DMC 175Sr DMC 200Sr DMC 5V FLl7679.1 +01-18 12/31/2025 5. SHUTTERS A- STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL 1 5076-1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FLl7869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural 'Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss. Plates FLl999.1 - FL1999.4 NIA 12/3112024 M iTek Industries, Inc. Truss Plates F L2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FLL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp.. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 Florida Department of Business& Professional Regulation Page of Building Codes and Standards 1252022 Product Approval Application Detaif Code. - _ nth r ante. Dote Date Pending Qate I'm Version Manufacturer Contact Engineer &License. Validated Validated Submitted rac ADOroval Aboroved 6gtus Revision 2020 ThermaTru Corporation Steve Jasperson Lyndon F. Schmidt, P.G. RyanJ King: RE. 07t23r2020 07f1272020 OWN12020 10f1312020 Approved Category: Exterior Doors (800) 843-762S PE-43409 (813) 767-6555, Subcategory: Swnging Exterior Door Assemblies sjaspersan@thermatru.co compliance -Method: Evaluation Repon4rom a m Florida Registered Architect or a Licensed Florida Profession.] Engineer L L414Q4FiR4020511i - QfrablV Assurance Andrei to, Use Approyedfor Dee Im ozet Deslan.. Seq.# :Product Model PoUmberor Nama Product Desenotion Contract Expiration Date in HVHZ Dutsltle HVHZ eslstant Pressure 1 ..Therma-Tru Fiber Classic and Smooth -Star Nominal 6&#3SS 8quatlrnpact&quot; Opaque 12131f2022 Yes Yes Yes WA Composite Edge Fiberglass Single -Door (Inswing/Outsmog; X confg raien) 2 b; Therma-Tru Fiber -Classic -and Smooth -Star Nomina188#39;8 &quctimpact&quat:Opa,- 1213112022 Yes Yes Yes NIA wro Composite Edge FiDergtass Single Door th Sdelte(s) (InsrvingtOutsvwng, XO, OX or OXO aorrtigurations) 3 c. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&09;6 &quotlmpact&quot, Opaque 1V31121722 Yes yes Yes NIA - Composite Edge Fiberglass Double Door with or without Sld6has (IrswingfOuts ving; XX or OXXO configurations) 4 d. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#3sD&quotlmpact&quot Opaque lMlQ022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door 9 nsrdrlglOutswing, X configuration) 5 .s Thering-Tru FiberCle..ionindSmoothStar Nominal 8&0$9;0&quot::Impact&quot.Opaque 1213112022 Yes, Yes.. Yas WA Composite Edge Fiberglass Single Door with Si delte(s0-wnng/0-tawng XO, OX or OXO config orations). 6 I'.Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0&quotlmpact&quot; Opaque 12/31f2G22 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or vdUlout Sidelites (inswing/Gutswing; XX or OXXO configurations) 7 ,Thermo-Tru Flcsr-Classic. and Smooth -Star Nominel6&#398&quotimpacmquo'(Glazed 1213IJ2022 Yes: Yes Yes WA Composites Edge Fiberglass Single Door tloswinglOutswing, Xdonfiguralli 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39 8 8quctlmpact&quot Glazed 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single D-n-Ath soel3e(a) (loseinglOubwng; XO, OX or OXG configurations) 9 1. Therma-Tru Fiber-Chassio-and Smooth -Star Nominal 0&#39 8 &quot:lmpact&quatj Glazed I M112022 Yes Yes Yes NIA Compositte Edge Fiberglass Double Door ath or Without Sidelites (InsnAnWOutswing XX or OXXO LOitfiggrations). 10 Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&p39;0&quot;lmpact&quol; Glazed 17J312022 Yes Yes Yes NIA Composite Edge Fiberglass: Single Door (I nsWrg/Oute w ng, X config-non( 11 it.Therms-Tru FWer-classic and SmceihStar Nominal 8&#1sDAclucUmpact&quat Glazed 1.21312022 Yes Yes Yes WA Composite. Edge Fiberglass Single Door with Sidelte(s) QmwinglOutsnlnB: XO,.Ox or OXO Canfiguratlons) 12 I, Therma Tru Fib-CIII and Smooth -Star Nominal6&09,0 &quot impactIlquot,:Glued- 1213112022 Yes Yes Yes NtA Composite Edge Fiberglass Double Door with or without Sidelites (InswinglOutswing; XX or=0 configurations) 13 m, Therma-Tru Flber-Classic and Sm ffh tar Npminal6&#39 8 &quotrmpapt&quilt Opaque 12212022 Yes Yes Yes NfA Composite, Edge Fiberglass Single Door with &quotNon-Impact&quo'; Sidella(s) (ins'Ang/outswing, XO,.OX or OXO configurations) 14 n. Therma-Tin Fiber-Clossio and Smooth -Star Nominal 6&#39.8&quot;impmct&quot;.Opaque IV312022 Yes Yes Yes Nl Composite Edge Fiberglass Dou ble Door w)th &quotNon-Irnpact&quot; Sidalites (I nsvwnglDutsvA ng; OXXO configuration) 15 :0.. Therm-Tru Fiber -Classic and Smooth-5tar Nominal 884M I) dquotlmpact&quot Opaque 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quotNon=lmpact&quot SMelrte(s) 0 nsviing/Outswing; XO, OX or OX corrfigtirsrb ns) 16 pTherma-TN Flier -Classic and Stnooth>Star Nominal8&#39, 0&quotlmpaot&qucrOpaque "A 2r312022 Yes Yes Yes NIA Composlle'Edge Fiberglass Double Door with &quotNon-Irrlpact&quot; Sidelines (I nsiwnglautswA rig; OXXO cordlguratmn) 17 q. Therms Tru Fiber-Cii ssic and Smooth -Star Nominal 6&93R8 &quotNon-1 mpad&gtld: Opaque 12J3IM22 Yes Yes No WA Composite Edge Fiberglass Single Door (Inz,W g/Otrtswing; Xconfigumlion) 18 r..Therma-Tru Fiber-Classio and Smooth -Star Nominal 8&#3988quotNcn-Impact&quoL Opaque. 1V512022 Yea Yes No NIA Composite Edge Fiberglass Single Door with 5delite(s) (brew ing(OutaSMng XO, OX a OXO configurations) 19 s.Thermo-Tru Fiber -Classic and Smooth -Star ,- Nominal 6&#39;8&quotNon-Impaa&quot; Opaque 1213112022 Yes Yes No N!A CAmpasda.Edge Fibaiglass Double Door with or without Sidelites(;n AngtQutwAng; XX or OXXO configurations) 20 t Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:0 &quotNon-lmpact&quot Opaque 1 V31 f2022 Yes Yes No WA Composite Edge Fiberglass Single Door (I.-Ang/outswing, X c.-nliq raiion) 21 u. Therma-Tru Fitter -Classic and Smooth -Star Nominal 8&#39 0 &quotl Impac[&quot Opaque 1201f2022 Yes Yes No WA Composite, Edge Fiberglass 3in=`drwnth aclelite(s) (InswmglOutswing: XO, OX or OXO 22 v. Therm.-Tru Fiber-Cl-v. and Smoolln-.St., oonfiaurations) Nominal 8&#m;0 &quai;Norvlriipacl8quot; Opaque 12(3V2027 Yes Yes No NIA Composite Edge Fiberglass Double Door with or wlthqut Sidelites (InswinglOutswing; XX or OXXO configurations) - 23 v&Thorma-Tru Fiber-CiRwic and Smaoth-Star Nominal 8&#398&qugt;Nonlmpact&quot;Glued 12131/2022 Yes Yas No WA- Composite Edge Fiberglass Single Door onswi,g/Outawng; Xodnfiguration) 24 Y Themla-Tru Fiber -Classic and Smooth -Star Nominal 8&939.8 &quot Non-Irttpact&quot, Glazed 1213112022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sdai Re(s) (Inveingloutswing; XO, OX Or OXO configurations) 25 :yi Thermo-Tru Fiber.Classic and Smooth -Star Nominal 6&#39,8&quotNon Impact&quot Glazed 12t312022 Yes Yes No WA Composite Edge Fiborgloas Double Door Win of without Sidelites (InswingloutswIng; XX or QXXO configurations) 26 z. Therms Tru Fiber -Classic and Smooth -Star Nominal S&N39,0 &quot:Non-Impaat&quot; Glazed 121312022 Yes Yes No NIA. Composite Edge Fberglass Single Door 0 nsMing/Outswlog' X configuration) 27 za.Therma-Tru Fiber -Classic and Smooth -Star Nominal S114390&puot;Non-ImpactlquatGlazed 12131/2022 Yes Yes No WA Composite Edge Fiberglass Single Doorwith Sidel te(s). (I nsWng/Outsw+ng;. XG, OX or OXO configurations) 28 zb: Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39.0&quot;Non-Impac4&quot; Glazed 1213112M Yes Yes No N/A Composite Edge Fiberglass Double DoorWth or without Sidelites (InswingtOutswing XKor OXXO configurations) Florida Department of Business& Professional Regulation pagai oft Building Codes and Standards I&/2D21 Product Approval Application Detail Co nE tlty or Dal- Da1e Date Pendlno. me T .n9 Vies( n_ Manufacturer Contact, EnoinearB License Vagdafed By V.11"ed. SubmittoO FIRC Amoural. lloorn-d Status R.,A.I.n 2020 MI Ydindays: and Doors -Cent Sitllnger Lois Robed. Lcrnea Steven M. Urtcn PE 1OME12M 10106,2020 1OJlaaC2Q 12t15r2020 ApprWae Category: EXWOr Doors t717)365-23010 PE62514 (717)MT-8454 Subcategory Siding Exterior Door A-mblies bsningerG d.com Compliance Method: Evaluatim Report tom a Florida Registered Architect ore Ucensed Florida Pr.f..W,nd Engineer gain - Quahiv Assurance Approyod for Use Approved for Usa Impact _pose],) sea # ProduclModN Numbet or Name Product Diecril Contract EXpnMl0110se. In HVdZ -Outside HVRZResistantPressuren 1 SERIES=111iMINUM.SGD SERIES 420 ALUMINUM SGD OXO 1WIM24 No Yes No WA 145 314&quotx80&quot;. NON -REINFORCED 2 SERIES 420 ALUMINUM SGO SERIES420 ALUMINUMSGD OX XO. XX 121312024 No Yea No WA 968quct;x80&quot NON -REINFORCED 3 SERIES42OALUMINUM EGO REINFORCED SERIES 420 ALUMINUMSGG REINFORCED OXO i21312024 No Yes No NJA 14S314b,qud x08&quo': 4 $ERIES 420ALUMINUM 801) REINFORCED; SERIES QOALUMINUMSOD REINFORCED OX 1231/2024 No Yes No NIA XO. XX98&quot)(96&quot 5 SERIES 420ALUMINUM SGO REINFORCED. SERIES 420 ALUMINUM SOD REINFORCED XKX lZ312024 No Yes No NIA 743&qugt;x98aquof: Florida Department of Business & Professional Regulation Page I of 2 Building Codes and Standards 1&2021 Product Approval Application Detail. . pat. _ pat i, P*ndiion no T Vidmitar, Manufacturer S Valldated By VNI.M@4submitted FBCAooreval EQJ2[gY._ Statrus Revision 2020 Way -Dalton. a division ofOverheed' Door Dwayne Krrnlsh Jahn E. States JenreyP Arneson, P.E. IDA212020 D92OV2020 102M020 12/152020 Apprdred - Corporation (330)763-6121 PE-51737 (904)821-520a Category: Exteror Doors dKomislt�waynB-daltcn.r S.I Caleg.ry! S.Warlal EXtmor D-Assambllee onr Campllan" mathed: Evaluation Report Roma Fields Registered Ardfitect or a Licensed Fiance Protess)-d Engineer '.' '. - FL 4842zirPrrnAiMs Oualtty Aesur- Apt r"od far Use Aoaavad for Us, knaect Design See0 Product Model,Mumboror Name Product Description Ctrtract:EXDIrMIon Date In HVHZ oulside HVHZ Realsraftt Pressure 3 80001810018200#1105 58#35: Ms. W. 14&S3S: M-height. Glazing 12/312023 No Yes Yes +31001.35.00 walieble, in top or fntemi*dIW6 section. 10 WINA5100/8200#1123 16&S39: Maxwidth. 14&#g%. Max height. Glazing 12/31/2023 No Yes Yes +30.00/-3350 awilaole 1, top or mtermedlate section. 11 80D018100/8200#1124. 18&#39: MAX wldEh 14&Ni Maxhelght. Glazing 12/312023 No Yes Yes +34.4of-35,30 avauable In toll or intem5ediste. Section. Florida Department of Business & Professional Regulation v.Qe1 at Building Codes and Standards 11312D21 Product Approval Application Detail . Code Entity of .. Date Date Dar* Pon Tina. kirtg Tv ag Version.. Manufacturer. Contact E hover&License Validated 9r Vaadated. SubmiHed FBC Amravai. Aoaoyed i5y �„s R-Win 2020 Comes OlAsion o[AADG. Inc. Tom Rattay UL LLC Troy Bishop, P-E. 1211012020 12/01(2020 12212020 Aplp-d Category:Extonx Doors f 641) 494-2613 I954) S47-0880. Subcategory Exterior Door Campo nisi tam.rattey�esseehiq.co Cornpilance Aetna& Certification Marko Lining m Quality Assurance Apenoyod for use AraI for Use Impact Design s.o u Product Mode Numh or Nam* Product O-dinfran contrast ExolnA- Data In HVHZ Outside HVHZ Resistarn PBssury 1 B0r.707, 727, r47 57. 77, end 847 Single and Pat. of Flush, Gazed and Louvered single and pelts of 12(31I2025 Yes Yes Yes NIA Doors hdlpw metal doers. Florida Department of Business & Professional Regulation Page 1 pQ Building Codes and Standards 1 s2021 Prdduct'Approval Application Detail Lode Date - ESWty or Data beta data P-dint Tvpa V.-Van Manrdactureir contact Enomear&Lim" Validated EX Validated s,_lbmitt d F5G Amt0val Agay status Revision ZD20 MI 4Vindoe'sand Doors Brent E)ftioger American Architectural Steven M-, Uridl, PE 11/172020 11/172020 ll2T2020 Approed catogoly.VNndowe 1717)365-3300 MenuWturers.Assodstbo f717731T-s954, SuleCategory; si gta Hung bsdngwQmlwd.com Compllaned.Method: CernSeation Writ or Listing 12-lity A-ene, Approvalfar Use Approved for use Il James',-n er mber. or Name Seo # Product Wat Product Product Description Colaraet EmIrallm Date inHV HVHZ outside HVHZ es area, r 2 1S6 SFi 52.72 Fin/Fiahgs Frame IG/SG simple Haig 101082023' No Yes No ±6W-60 Laminated Glass N CU > U L Q � 0 2 CU U - gear Cn -},- C Ca cu O O 0_ O O W C O .O CU U:CU O _ CU > Cn L 0 -IMN C0 c F CU -0 ._ W ca. Q Z Z W J N �\ cyl > 0 irsO. CA >< CU IV) U^I _ Z1 Q_ J t/, O O r C:.r� Ca ¢tea 0-W U) CD E W z co co _ > 0 L_ O L �J O La W L) m Q H O L LU Q W z J Z Q J 0- SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation page of Florida Department of Business & Professional Regulation Page'/ Oft Building Codes and Standards 12s2022 Building Codes and Standards tt&r2o21 Product Approval Application Detail Product Approval Application Detail Code Entil pa Date Date Pendino Date - .T_YPp. Version Manufacturer Contact Fsalneer&License Validated av Validated Submitted F6C Approval Approved Status Code - EMih or Date P-10h, �° �° lie Revision 2020 Therms-Tru Cocporakion Steve Jesperkon Lyndon FSPtrmidt P. E Ryan J. King: P. E. 10)0712021 09118f2021 10/13/2021 121'I512021 Approved -Tia Version Manufacturer Conte ff Enakleer& ucensa Validated av Validated submitted FIiCAwrovel Approved Status Category: Exterior Doors 800j M-7628 PE-0340B ( 813) 767-6555- Afihmatlon 2020 PGTlnduarres Jens R-did Mlemf-Dada RICO -CER Mbril ado BCCO-VAL 11MI2020 11A')$f2020 1111112OZO Approved SubOategory: Swinging EYtbriOf Door Assemblies sjaepereon@thermaku.w - Category lMndays. (841J 480-0100 (786)315.2590. Compliance:Method; Evaluation Repoft$rdm a m Subcategory! angle Hung jrcie wskt@pgiintius(des,c Florida Registered Architect or a Licensed Florida Compiler. Method Cerlifcafoh Mark a Listing gin' Professional Engineer 9 P}.id2aS R2St#Aduota :' ' ` ` - - ' ' ` - ,: ,., . , , ' _ , '. ' ` : F f1481,RY RfritlaLti6 - . - - _. . '. ,� .. - Quail0"surance _ ,.., ,; -' A,-,dfar.Use- AowovalfocUse husect oesmi Duality Assurance ADprovedfor Use. Aporovedfor Use ., Impact Detain it" Product Model. timber or Name Product Descrlotlon Contract ExpirellonDate In HVHZ "side HVHZ Resisant Pressure Sell! a Product Model, Num bar or Name Prod act Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 2 SHssoO (Large Missile impact) VinN Single Hung Window g7f3_orzmzs. Yes Yes Yes NIA 1 a. Therme-Tru Rber-Classic and Smocti Star Nominal 6&#3g;8&gwt;Numinrpaci&quot Opaque IV3112022 No Yes I NIA Composite Edge Fiberglass Single Door (Inewinitsoinit: Xconfiguration) 2 b. Them ilPlher-Classlc and Smooth -Star Nominal 69#398&quotNon-I mpact&quot, Opaque 12n112022 No Yes No NIA Camomile F_c(ge Fiberglass Single Door With Sidetil (I nswnglOutswing, XO, OX or OXO cordgurations) 3 a Tharma-T'ru Fiber -Classic and Smoci -Star Nominal 6&llllquot;Non-Impactslq.ot Opaque 12/31/2022 No Yes No NIA Fiberglass.Ebmposlte Edge Double Door with or without Sicu lilee (IneMirWOutaillrig; XX.or=0 - configurations) 4 d. Thermal Fiber -Classic and Smooth -Star Nominal 7&#39;0 &quotNon-Impact&quot Opaque 12131/2022 No Yes No NIA Composite Edge Fiberglass Single Dow (I nswnglOutswillg; X configuration) 5 a Therms-Tru Rber-plassic and Smooth -Star Nominal 78X39;D BquoKNorelmpacaqupt; Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Single: Door with aderbe(a) (InsvnngJOutsvang XO QX or OXO configurations) 6 I. Thermal Fitter-Classb and Smooth Star Nominal 8&039;0&quotNon-ImpacMquot Opaque 121"d112022 No Yes No NIA Florida Department of Business :& Professional Regulation Pagei ei Composite Edge Fiberglass $Ingle Door Building Codes and Standards 11sr2o2 {irisnvinglOutswtng; :Xconfiguration) 7 g, Thermal Fibis,Claol and.Smocth-Star Nominal 8&#39;0&quot,Non Impaet8ll Opaque 12131=22 No Yes No NIA Edge Fibs glam Single Door vill PYodUdt Approval Application Detail ppro pp Sideihe(s) (Insystng/Outswing;. XO, OX or OXO configurations) 8 h. Therma-Tm Fiber -Classic and $rnic Ar Nominal6&#39;0&quotNon-I mpect&quot Opaque 12131QO22 NO Yes No NIA Composite Edge Fiberglass Double Door with or 991111 Entry or 299 We Date Ponmno De.vith_ config t etion) (nswjngJOutswingi XX or OXXO mntigurations) 7Ys4 version Manufacturer Contact Engneera Llcerxe Valkiated By Validated Submitted Fat Aourgval AQpmyad Status 9 I-T erml Fiber-Classi and Smooth -Star h. ca....Nominal, 'ol p&#39;88quot;Non-I mpact&quot',. Glazed 1213112023 No Yes No N!A Affirmation 2020 GT dultrla P In 1 as Jens Rd owski 1Nemr-Dade SCCO-CER Miami-Oade BCCO-VAL s ... N5h0 2020 1 1/2020 r ii 28 i1iU5. 171 . Approved Composite Edge fiberglass Single Door Camgory• Write- (got) 486-0100: (786) 315-2590 (InswinglOutsviinn, X configuratioh) Subcategory! Flxep jrCsarrski@pgtindusules.c 10 j. ThermasTfu Fiber-Classicand Smooth -Star Nominal;6&939;8&quotNon4mpact&guoti,Glaz6d 1213112022 No Yes No NA Compliance Matnod: cadilleton Me& or lmin'g om Composite Edge Flberglam stigle.Door watn Sklelhe(s) (InsvdnglOutswdng; XO, OX or OXO PL#2434124 Produe,�i ':.I ..' _ .' 1,configurations) . g ) .. _ _ .. 11 k Themm-Tru Fiber-Classro and SmeothStar Nornpostnal &#39;8 &g Glazed 12f312022 No Yes No NIA quality A,su , Amused to, Use Awinuaad fai- U. I pact. Dasien Composite Edna Fiberglass f7putrle Doorr or !glass Doubt Doom g Prodrnt Modal Nimber or Name product tkserledon control Exofral Date P in HVHZ outelda HVHZ Resistant u 'MihouT Sideltes (1 nswlrgl0utsvrng;,XXor OXXO O s PVV15520.iLarge Miasib Impactj Uunyl F'. tadVdnda:u 04r7A/2023 Yes Yes Yes N/A configurations) 12 L Therma-Tru Fiber -Classic and Smooth- F Nominal 7&#39;0.&quotNon-Impad&quot Glazed 126112022 No Yes No NIA Composite Edge Fiberglass Single Door (rnsvang70utswng X.configuration) 13 m. Theirma-Fru Fiber-Clnssicand.Sinucci tar N-linal7893910&quot;Nonl mpact&quoh Glazed 12J312022 No Yes No N/A Composite Edge Fiberglass Single Door with Sidelite(s) o nsvoingl0ulswfing; XO; OX or OXO configurations) 14 m Thermal Fber-Classlc and Smooth -Star Nominal 8&#39;0&quotNon-Impact&quot, Glazed 1213IJ2022 No Yes No NIA Composite Edge : Fiberglass Single. Door (InswrihgfODtsving; X mntlguration) 15 o. Thermal Fiber -Classic and Smooth -Star Nominal 6&#39;0&quotNcn-ImpsiI&quoe Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass SingleDoor with Sidelhe(s) OnsvinglOutsvnng: XO, OX or OXO configurations) Florida Department of Business & Professional Regulation paged art 15 IF Thermal Ftbar•Classic and Smooth-Ster Nominal 'Estill &quat,Norl ripact&quot; Glazed 12/3112022 No Yes No NA Building Codes a nd Sta ndards IWO21 Composite -Edge Fiberglass Do Late. Door With or without Sideliites (inswinglOutivil ;XXot MO configurations) Product Approval Application Detail 17 q. Thermal Fiber -Classic and Smooth -Star Nominal 88939;8.&quot;Non-Impact&quot Opaque 1213JM22 No Yes No NIA Composite Edge Fiberglass Single Door with Transom(InswriglOutsvring; O/X configuration) 16 r. Thermal Fiber-Ctal and SmcothSter Noo l68#398&quotNonlmpactilill Opaque 121SI12022 No Yes No NIA code Endty or Data Date Daze layni o" CcumSidefi iandoe Fiberglass Single .i.wri xH Sdeiits(s) and Transom (Insvingl0utsroJrg: O1X0; IY.BF Version M-Ul'scturar Contain Enigial .-se Vabdatad t» subnr ed FBC Aopmval A-ri Status O/OX or OlOXO wnfigumtowil Resistor 2020 James Handle. Building Products. talc, Chad Ulardks V. Andrei Tan John Southard, P.E. 01/05/2021 17JI4/2020 D1/06/2021 ding FBC Appr, 19 s; Thermo Tru Fber-Classic and Surooth-Star Nominal 6&#99B&quot;Non-jmpaot&quot Opaque 12MJ2022 No Yes No NIA Category: Pand Wells (NO)545-835a IIE-81662 (352)367,2526 _ Composite Edge. Fiberg lass Single Door with subcategory: acing ched.diercke@lamashard Sidethe(s) (InewirglOutsi XO OX or 0X0 Compllanca Method: Evaluation. Report from a e.cam Continuous Head and sill egnfiguraflogsl Flonds Registered Archlted are Licensed Fodda 20 It. Tnemu Tru Fiher-Classic. and Smooth -Star Nominal S& liliquot;Non-impact&quat. Opaque 1213172022 No Yes No NfA Professional Engineer CompositeEd aFlber la 5. le'D ss m Door h g wit - Sldehte. nswnn IOlatswln Xg OXor OX- C"a1 n g 9, .. L#t31s2.R6.Produds: F ' ..' , ,: .: :- . <. ,- at u. Thermo -Ton Fiber -Classic and Smooth -Star Continuous Head and Sit w-Impachill ) Nominal6&11398 u �Ngn- u ingleDq otiGliazed 12131/2022 No Yes No NIA Ouallty Assurarrde Approved for tisa Annrovsd for flee IInD3C1 Deslan Ib gI Composite Edge Fiberglass Single Door with # � Product Model. Number or Name Product Descrlodon Contract Explrotlen Date n outslde HVHZ Resistant Pressure Sidellail(hisiving/Outsvitng;.XD, OXOr OXO 1 Cemplank Lap Sidig %ter-.wmal lap all 12i3law Yes Yes I NIA Continuous Head and Sill configurations) 2 HardlePienk Lap Siding fiber -tonal lap sldrig 12A12023 Yes Yee NIA N/A 22 v. Therma-Tru Fber-Classic and Smooth-SYar Nomimal8&#3gt0&quotNon Impact&quot Glazed 1M112022 No Yes No NJA Composite Edge Fiberglass Single Door with Sidelits(s) (InsvrnglOut5v4ng, XO OX or OXO Continuous Head and Sill configuradial 23 w:Therma-TruFiber-Classband Smooth -Styr Nominal 680ilitiquot;Nan-Impact8i Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Door Panelswith Vented adducts) (tnsNnnglCutswng' XX XRX or XXXo wnfigundions) 24 KThermal Fiber-Clasetc and Smooth -Star Nominal I&Wg;0&quothlon Inglact8quot Opaque 12/3112022 No Yes NO NIA Composite Edge Fiberglass Door Pariele with Vented adelite(s) 0 wMngtOutswirig; XX )00( or )OOl configurations) 25 y. Therms Tru FdSenClassic end Smooth -Star Nominal 6&939;8&quotiNon-Impact&quoit Glazed 12131/2022 No Yes No WA Composite Edge Fiberglass Dow Panels vmh Vented Florida. Department of Business & Professional Regulation Pago a oft Building Codes and Standards 1612o21 Product Approval Application Detail code Entity or owe -Date Date Penton Data Tvpa varatn Mainufae[un Contact Entshrul U-nuea Vandatetl By Valitlatad Submitted FBCA-ravel AourovM J§Ld a Ro2020 Ml Wricloes and Doors Brent Sillinoor AnnedArChleeturel Steven M. Urch. PE 1010612o20 101062om 117152--0 Approved Category: Windows- (717)355.3300 Manufacturers Associattgb -(717)31 T-8454 SubCategoy: HdlZOriCal Slider bsrtlinger@nfnvtl com Compliance Method: Codification Mark er Laing 1.i/1 331+aa Pratluets,�, F J Gil Assurance Approvedfur Use Aooroved for Use Itnoact Design Sao# Product Modal. Number or Name Product Da moon Contract Exaltation Date. In HVHZ Outside HVHZ Resistant Prom, 1 I 1$6 Fin end rising. frame 73x621 nsu1eted Glees OV 2024 No. Yes No +551-55 Florida Department of Business &Professional Regulation Pegai i Building Codes and Standards II 2021 Product Approval Application Detail .g292 Entav or QA& Date We Real 2 Iil"u" Version Manufaetwer Contact Engineer &License. Validated Be Validated Submitted FBC Aoowvd Mcraved Status Ra,l 2020 MI UndoesandDoor, Brerit'9111nger Luis R Liras. PE :Steven M. Lurch. PE 10/0612020 10106020 10119/2020 121152020.. Approved Category• Wind- (717)365-3300, PE-62514 (7177317.8454 subcategory: Mualens tlsitlinger@miwd.bom. Compliance Method:. Evaluation Report tom a Flodda Raglstarerl Architect or a Ucensed Florida Professional -Engineer a�Prg .. ;oat. "'r3c^ -. :- Qual Assuring, Aporovadfor ..'- Use Aouroved for Use Impact Desin Sw fF EtIl t Nodal. Numb or W 111- Product Dascridi,n Contract Emanation Da,. In HVHZ outside HVHZ Resistant Prassal 2 6,784 Vertical Aluminum Mullion 12sin`124 No. Yes 'Yes NIA Florida Department of Business & Professional Regulation page 2.r2 Building Codes and Standards 100"021 Product Approval Application Detail C040 EnuH or NOMMEENNERVERNMEM Dial i Dace Pei d alto [,at- W- Version Manufacturer Cooled E,,i,,-&Lieoime Validated Be Validated Subrilnod FSC Actual Aoorpwd Mew, Revision 2020 Alsrde Nick Thompson Lyndon F. Sehmkk. P.E. Ryan J. King, P.S. 62A52)21 0211wa2i 0227R021 04MM021 Approved Category. Panel Walls (330) 922-2389 PE-43409 (813) 707SW subcateg,.ry:..W99 nthcmpspnQe.leide.com Compllensa Method! Evaluation Report anal -..a Florida RegisteredArchltact or a Lloens6d Flaiiida Profleafehel Engineer FL. 7 Ha PrbiJU 27Fs `. QualRv Assurasic Approved far Use Aoo-ad for Use Impact Del Son # RodUd Made, Numberor Name Mai Dos.1ratlon- Contract Expiration Data In HVHZ Sateld, Hl Resistant Pressure 1 a.&quct2T&qupt Sotrt Vmt or Sdid Vinyl Sofa 12131=3 No Yes Np NN/A 2 b. &qud:-pllfenca T4&quot Wilif Vent or Said Vinyf.ault 121312023 Na Yes Na NIA 3 c BquM.Greenorfar Vintage Beadede.#U: Sdtiit. Vent of Sold Vinyl Will 12/312023 No Yes No NIA 4 d&qu d.d5&quat Soffit Vantor Sdid Vinyl Sorg 12/312023- No Yes No: N IA 5 e Aqua,'Chart Oak&quot; soffit Wink, said Vinyl Soffit 12/312043. No Yes Ne. :NIA 6 Ill &quotSuperspan&Duet; Soffit Vent or Solid Vinyl Soffit 12/312023, No Yes. :No NIA 28 27 z ThUrrra-Tru Finer -Classic and: Smooth -Star -za. Therma-Tru Fiber -Classic and Smooth -Star Sidelne(ej onswengloutsvmg. XX.XXx or Y)=, configurations) Nominal eUgg:0,&quotNon Impact&quot,.Glazed Composite Edge Fiberglass Door Panels with Vented Sidellbil (InsWrigfoutswing XX, XXXOr XXXX wnfgurations) Nominal.6&#SA;8&quotNon-Impact&qLl Glazed 1213112022 1=112022 No No Yes Yes No No NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 af1 IOPr2021 Florida Department of Business & Professional Regulation. Building Codes and Standards Product Approval Application Detail Pagel .oft IW021 Composite Edge Fiberglass Single Dow with 3&#39; D Sidelite(s) OnswAnglOulsvnng XO. OX or OXO - - - - configurations) Code Emit, Or 2911 Mfg Pate Peril � Cal Eby Or .pigDais Date Pending Data 28 za Thermal Fiber -Classic and Smooth -Star Nominal 6&#39;6&glmtNon-Impac1&quot Glazed IMlf2022 No Yes No N/A Toe Version Manufacturer Contact Enahmer&License Validated By V.Ikjm,d submitted FBCAsomvm Ro ved Status Taa Version Manufedurar Contact lactioara ucansa Vagdatad Be Validated autmrmod F&C Aooroval Actunvea status Composite Edge Fiberglass Double Door Will Revision Polo TAMKD Building Products LLC Kehl Eden Robed NldminPn John W, Kneet idl, PE IM412020 09129/2020 101IM020 12r15r2020 Approved Revision 2020 I.M. Therria i..I nc. dba Thompson Architectural Tony Christman Zachary R. Priest Steven M. Untlt, PE 09/1712020 o9/182020 09222020 121152020 Approved $&#39;0Side lkes(nswring101rmvvan9::OXXG Category: Rooting 1417)624'6644 PE-59166 (954)772-6224 Metals Company fTAMCOt (613)248-BW PE-74021 (717)317-8454 28 zO: Thonna-Tru Fiber -Classic and SmoOth�Star wnhnuratU &punt Glazed Nominal 8&#39; 0 &qurglass 12t31l2022 No Yes No N/A tiubCategory: Underleyrni karrl_edargarrilin-m Catagoiy:_ Roofing. subcatagory: Roil Accessories that stash toy@gamanlro�ng.com Composite Edge Fiberglass Single Door oral 3&#39;D Ingle Compliance. Method: Evaluation. Report from a Integral Part afthe R'" system Sidelke(s). {In$wing/Outewrng. )(O OX trr b0{O FIoHd. Registered Architect era Licensed Florida Cel Mince Method: tlm Repemhoma- conflinal lions)) Prorasswnel Engineer Fladda:Regrstered Architect ore Ucensad Florida hlb.d 30 zd. TNarma-Tru Fiber -Classic and Smooth -Star Nominal 88#3`9;0.8quot;Non Impadt&qupt;,Glazed Composite Edge Fiberglass Double Door wi 12131Y2022 No Yes No NIA ,: . PL.MF2328.ItsSfiridtitfsi• . . ;; _;-- .. r. ? . �- - . � '_i _ ,:, .. .,'I , , - � Protasslonal En sneer g 9' Ill. .. 38JKi 0 Sxde es (InsvAng/Out-hrl OXXO - ... ,. _ .... . Pt+r+lltti§- F,B4 vile. '_ conffgurado) QuilAssurance AoprovadforUs, Ancroy,dforUsa lime Ooalan - 31 za. Thermo-Tru Fiber -Classic and Smooth-sw Noll'ienal 78J739;0&quot;Non-Impaet&quos4.Shaker 12f3172= No Yes No NIA 3-4 Product Nadel, Thurber or Name PraductDeegudpdon Contract Exor lair Date In HVHZ Duilide HVHZ Resisted R1iumure, Quality Assu[mtce AoorovodforUse Unrolled for Use kn0act Deal Series Composite Edge Glazed Fiberglass Single 1 TAMKO Roof Undedayments (14VHZ) Roof undedayments for use In FBC HVH7 06129121323 Yes No .NIA N/A 5ao u Product local 1. Nr.mibarm Nano Product Desmistian Carnal Exolration Data. 'In HVHZ 4utsid, HVHZ Raslstam Pressure Door with or without 1 Uag,2 Sidellill .:jurisdictions. 1 TAMCO Flat Top 0 It-Rldga Vent ill Baffle lox The 26 go. staticropfvenfilalor elth battle OS/062026. Yea Yea NIA NIA (Insy<ingtOutswing; X, OX. XO or OXO configurations) 2 TAMKD Roof Undedaymenta(h1ON-HVHZ} Roofundetayrrial for use In FBC nm-HVH2 Os2912as3 No Yes NIA NUA 2 TAMCO Gooseneck Vent 26 ga. 09100,2026: No Yes NIA +01.52,5 lurledctions; 3 TAMCO Ofr•R1dgs Roof Vent SVltb Belle 26 go -static reafvomilator with integrated baffle 09J092026: year Yes NIA NIA 4- TANI Round Top iM idge Vent with 8affta for Till: 260a..teli. roof-afflator xdinbart. 09/0012026: Yes Yes NIA N/A Florida Department of Business & Professional Regulation pagan art Building Codes and Standards ifl Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pager .ra IFlorida Department of Business& Professional Regulation Pagel of Ifni Building Codes and Standards till Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page oft 1&.021 CQ&e"wv ar DDa Date. Date Fording Date T pa Vortical snarlror Eirl6 Llcanse VaRtlamd By Validated Submltted FBC P1IDmval Aooroved status ReNslon 2020 MI Wndol and Doors Beentatfire" Amstoan Architectural Steven M. Ur ch, PE 11222020 11f2212020 112a2g20. Approved Category: Windows t7171365-330/1 Manulaclhrers AssaWon '(717)317-8454 Subcategory. Fused b6ifllriger@mlwG.obm Compliance Moldrad: Carlifcafon Mint cr Listing FLAN 3d9•t11' Lir elide „. , II " 5 4 ,, .. •: ., -11 soult Product Model Number or Namrs IivA straw Darr Amateur- Product De ritudo Ccnlrecn E%otrffi1o110ate ale d a- A r Yed for Us .�---_$ Ili-HYKZ ASMr r s ova for a �- -Outside HVHZ lmp3d Garlsga Resistant Pressure 1 iss pity 73 x 72 relined Chose 04/0312023 No Yes No. 460A60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagei ofi trafzbzi Cads Entity or Pins. Date OdN Porrmnoall TV" Vernon Manufacturer. .contact Engineer & I ... a ValidNed By Validated suemmea FBC Approval Aooroved Rai AffAmalm 2020 PST lnduewss.. Jets Rosoriskr Mlaml-Datle RCCD-CER Miami -Dade BCCO-VAL 11/0 M20 11A152020 1111112020 Approved CNogoly.W nhoei5, (941) 486.0100 (786) 315.25N Subczhagpiy Mullion,. j1Woeld,@pglindvslues:c Compliance Matti Certification Mark dusting om PiJr2614ii3 PrdAucis : ,, „ `: ,,:,. >. ., . .,. ,. aualNV Aswranrs Aooroved for use Approved for use Imal Design ae5�i A Product Moi Number Or Name Produpt Destitution Contract Expiration Dale Ili HVHZ Outside HVHZ $ersistent pressure i March. ti Doors .it Wlndoefa Aluminum Muaolis 05262026 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Bull Idi rig Codes and Standa rdg Product Approval Application Detail Page ref 2 IMM21 QRk Eat, or JMR L fig Date Pandtno Data Tyne version Manufacturer Coated EngNreaa License Validated sly Validated 3ubmltted FBCApproyal Approval m t s Revision 202C GAF Michael stab Rohert NAeminen Jdin lnl. KnezeWch. PE 09/262020 0921/2020 10i02R020 12M512020 Approved Category: Pooling (000)766-3411 PE-59166 (054)772-5224 subCategorjr Aiphelt Shingles matlehQgaf:dom CortailtasVis Mathol Evduatlm Report from a Florida Roglstered Architect or a umnsed Florida Professional Engineer '' la1H2D1-fY28 'products. ` , Ft ry - Quality Assurance Aooroved for UseApproved for Use Ime d Design $a. # atoll Model. Number or Name Product D,-H-,titan Contract Excitation onto in HVHZ C utiide HVHZ Restated[ Preswre 1 GAF Asphalt Rool'Shingles Fbianglassreinforced 34e1h, laminated. 5-tsdand 12/162022 No Yes NIA 'NIA - hipMdge asphalt ahingles _11I N N 0 N j a)U a) CD_ Q = 0 0 " C •� cia }a -0 ^` a) 0 - Al a) =: N -0 0 U 0 -0 -= .� 0 C L I C 0 0 COCn LL 0 - > e ^' 0 ^ r_ 0 0! Z Z w J �� a)Z_ 0 4 ® � t- �y Florida Department of Business & Professional Regulation page-1 Of I -a � Building Codes and Standards I02021 Lo -0 7) 1.r C h. ft _'C Product Approval Application Detail ICU% C: � %, � � �' Cr2k Entity or 2RI onto Date. Penchi ante � -s rid ty4 TV" Version Manufacturer Contact Erlainoar. fill Licari. Wldalad av Validated submitted FBC Approval Approved status .*-> I,_ - Rairislon 2020 Fields Mew Products Inc. Clink Jones James L. Bucker. P.E seven M. Urkh. PE DB272020 OBr2572020 10/042020 12/1612020 Approved V) r �(n - : Category:Roofing t9oa}763-3g0o ceuCK Engineering (71?j 31?-S45q �F subting Avarles Celegury; Real that am an clarrIvimcotam PE-31242 0 Integral Part oftha Rearing System Compliancistriflelficii Evaluation Report from a `i. 1d - Ka` � Flodda Registered Architect or a Licensed Flodda Professional Engineer , N � (C,,: n � I-)a) CQualNV Assurance Arnxovedfw Use waved for Use hnoaei Des- - 3 r.. sea.# Product Modal. Number or ill= Product Diembon Cori ract Exultation Data in HVHZ .Canard, HVHZ Rinihii ' o sure ��' Z^t 3 3 FIAMCDEquot:RV10 Ridge 'Vent4quot; AMminum Rltlge VentSforWhedroofsfabdeated 127312024 No Yee No N/A from 0.M`Num`i,um .�' n=' . •3.a I _ " 1'u 'i , ,� C O O ¢ � O a Lu Florida Department of Business & Professional Regulation Pagel of I Building Codes and Standards 126na22 Product Approval Application Detail Code_ luri tt y or 2A.- we Date Pending 20 Code Entity or Date Data. Date Pending Date _ C* Q Erglw or Date Vie. Date Pending ,Date Coda � Early or Dais PAS Data pindliw DAD loge yemmManufacturer agall r er,hruer&uders, Validated By Validated submitted FBC Annl Appraw.d Shall W., Version Mental turer Carted .Engineer&License Validated By Velldated Submitted PBCAcguire" Asu,mvild Status T-6 Version Manufapturw Contact Enirneer&License Validated 6lr Validated Submitted, FBCAooroval Aooroved.. `Status Tingle version Manufactilter Cc Ina ct Enolneer&License Validated eV Validated Submitted Fi3CAoorowl ,Roorowd Status Revisuan 020 L bnancc 2 Wine J I a a el t James L. Buckner PE Steven M. Utica PE v 112312020 11232020 112a2020 do FBC r R �p ReNsion 2020 o Nib Bran Ro Anderson Roblin I PAt Uniform Evalu to. odors n b A 0 U I olm a n G W. Walker 1 0 i1A132D20 i N212 29 1/05 20 1 20 p 'ra+e d Revision 20 Globall Protection Products. LLC. Rev t h 20 a re T 2 Tim Robinson Walter A. d Jr P E. .. - e av'eH PE John W Kn z I 09082020 097 0 0. 070t 2020 _ 0&7i 2 1 12liC 20 coed 20 A Pp. s Revision 2020 All American Shude sand Glass an s e Bar ieri Frank n ardo. P. Mk b Fro L, 0e n . Troy Bishop, P,E. oy p 1012812020 10/1 W2020 11i0512020 12115J2020 Approved pA Celli Roofing (501) 903-6163 PE-31242 (717) 317-8454 Cahill Roofing (&01080 6o91 Servlites LLG. (205 854 01$0. Category, Shutters (954) e$9 7545 PE-44167 (954) 772 6224 Category. Shutters (56l 712-9862r PE-0046649 (g54) 947-0860 Subcategpy: Roofing Accessarles that are an Nalley@lomanco.com subCategoryi Reafing Tiles RebinAnderson@bdol.co S9ubCateggty Stbrrri Panels tim.robmsonjagpi ent:eom SulaCatenggry Storm Panels mikeb@allarnaricanshune Integral Partofine Roofing System Compliance Nathad: Evalunilm Report from a in Compliance Method; Evaluation Repgrtfroma Compliance Method! Evaluation Report from, rawm Campton. Nall Evalurlton Repod koma Product Eva1ia8on Entry Fbrlda Registered Arch Rect or a Licensed. Florida Florida Registered Archhect or a Licensed Florida Florida Registered Architicial Licensed Florida - ,.._- .-_, Professional Engineer Professional Engineer Professional En neer d -- rura4&Rt2 Products - - .,.. . - - - - _. FL#75oYfrlRaProdtlets. - ::.. -.. ' - I: ,: L1ifYd6&R3'Frodtlrma -. - -.. .FL#17292 RSSkorkrd .:,. _ QUNRy Asswanet A uttoved for Use Aooroved forUse act e6� PpP�1 - - .. - - - - _ � 3o_o fF Product Numb Na R dudt.-[)on-, Cataract Dato. h1 HVHZ _ D tside.INHZ u steroid. � P a r JCS iL4 Quality Assurance Q Approved use Aooroved for Use Im�xt Quality Assurance Aogrowdfor Use. go mead lUsa A m t j0�`r9g QuagH Assurante Aporoveilfor Use Approved for Use [Input Design � �js $_ 1G Shake. Batton Shako. SlateCountrysale dt Q'd English Y cW 9 i Flat Profie-Oanver CO P31=tlon 12/3 112t)20: Fla Y es N7A NfA Se ff ProtlUot. Model, Number or Name �. et Product descriptionCo tract ration Date In HVHZ Outside HVHZ n EXpI Pressure Resistant Pressure Samar _ e # Product Model, Number or Nam P duct Description ro of n Contreat Ex iraaon Date in HVHZ Outside HV a HE Resistant Pressure sec # Product Moddl. Number Name Product Dearrtotmn Contract E,prafi en Data In HVHZ Outside HVHZ Heartiest Praill Thatilh &ssil Impact 1 20 Gage Galvanized Steel Storm PanelslHVHZ Galvanized SteelSthrm Panels retained 12l31r2022 Yes Yes Yes N/A 1. 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 1231 f2022 Yes Yes Yes N1A. 1 Deck -Ail DA-4 or TR1-Buih Deck -Air DA-4 Lui Prose Pal ro Ana Nesbit Roof Vent yp py 12/102025 No Yes Me +97.51-97.5 17 Saxony 600- Slate. Shake Asmp: Split Shake Flea Profile - Steekton. CA 1213112020 No Yes NIA NIA OF or not by tracks toprovide hurricane protecuom by MedlanicellyAtta�hed to Ply,+tacit Dads.: 18 - .Saxony 800 Slate, Shake &amp; Split. Shake-ckt.CA Flat Pofie-Ric 121SI12020 No Yes NIA NIA 2 24 Gage Galvanized Steel Storm PaneLtINHVHZ n Galvanized Steel Storm Panels retained 121912022 No Yes Yes NIA 19 SaxonY 7e0 Shake, Slate &amp; SPIN Shake Flat P dl-SCgcktdn; CA 12812020 No. Yes N7A NIA 20 Saxony 700 snake Sea &limp; sprit Shake' Flat P die- Rlska, CA 12/312020 No Yes ti/A N/A 21 Tajas Espana /Ranson. Wgh Profile- Katy, TX I W Q020. No Yes NIA NIA or t by w not by tracks:toprovide hurricane protection. 28 We Lore Profile - Katy. TX 12/312020 N. Yea N/A NUA de mm Version Manufacturer Revision 2020 Alpine Categery: Structural Components Subcategory: Toss Plate$ Compliance Method: Evaluation Report from a Pl.A1 9t.@BLPrga Product Fvalwilon Entity - Sea µ Product Model Number or Name 1 ITW 8CG1A1 ale. Fi her Strength (H Sam 5) d 9 9 p. 2 ri SCG/AIpMa Won Plate 3 ITW BCG/Alpine Tmlw 4 ITW BCG/Alpine Wave Florida Department Cf Business & Profess -anal Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I 1FY.p21 nbH w AU P& Data Pending pate Contact. Enolnoer & Uteri Validaked BI Validated. id FBC Ant rill Aoamvad Status Stuart Lowis CC Evaluation Sil LLC Witlem M. Raneerl. PE I01312020 1022r2020 11/052020 1 1rU52020 roved Approved f321)7103377- _ 14071 881.1917- tars@elpinedw.com Quell,Asswans Appruvsg for Use Aourcyed fur Use Impact Desfon Pr oduct Description CMMI Expiration bate 1 IL-1L1+113 Outside HVHZ n StP1S Pressu re Metal Connector Plate. 1 Will Yes Yes N/A N/A ate Connector ate mount PI 21 iii 1 3 Y as Yes NIA N/A Will Connector Plate IMIl 024 Yes Yes WA WA Metal Connestor Plate I V31li Yes Yes NIA N/A Florida Department of Business 8 Professional Regulation Building Codes and Standards Product Approval Application Detail Pagei at Florida Department of Business & Professional Regulation Pal Ns Wr021 Building Codes and Standards 1002112.1 Product Approval Application Detail . Code Entity or Dell Wig, pots PNldlna Data TV- Verai Manutactu tar Conrad Ensure, &Llcanse Validated air Vaudrad Submitted FBC AiNgra l Aporouad Slates... Revision 2020 Cammerela,I:Concrete. Produouil Nobel SamuelA Greenberg John Hoy/21162020 I21162020 IVZW020 one FBC Appal fate a : 9trudural C erica 8l $ 65g-3707 E-34245 - ( P 352 SM-5311 f ) subcategory: Products Inuoducad as a Result of Procaslgetor@ynhoo.cam N III Technology Compllande Mealod: EYalYetiCrl Report from a Flodda Re9 istersd Archltaclore Licensed Flonds Professional Engineer Pl 1,74RBProdutts ; -�- :% Cull Assurance Aooravedfor Usa roved for Uw H A f� ,. 1r1u= S Protluci Model Number or Name .�g.i£ pieduct Cosc Intl n. r o reef Explrabon Date. VH Outside HVHE c8ld In H Z e t t I an pressure _ 1 Ouahty Precast or Commercial Concrete Produces Precast and Prostressad Concrete Untals 0512s2024 No Yes NIA I Florida Department of Business & Professional Regulation Building Codes. and Standards Product Approval Application Detail Pagel oft "1 r7r1021 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 02 SrWre21 alill Entity w ,rAI Done Date Panchen 2111 99gli Entityr Date ale Date P@I1d110 Wig. TV" Verw Manufacturer Cont.1t Engineer 01License- Validated By Vilitudt�eQ 3u1mtitted FOCApproval Aooroved Status ,1Tsig_,: Wall n .Manufacturer pit Enell'k uceirso Vaildated By ValMazed flubrulifted FECApproval Approve it, tongs Revision 2020 CAST-CRETE 1,16A, LLG Creig Perth. Mlaml-Dade$COO- CER Mlerril a SCCO- VAL 11202020 10f2712020 it27t2020 Approved Affirmation N20 Alpha. Aluminum, Inc, Jose Save 'Luis R. Lomas Steven M. Urich, PE 11/1612020 1111612020 1120f m Approved Category: Structured Comporarts (ai 3)6214641 (736)315-2590 Cat panel Wells (40Y)5 PE-62514 (717}.317-8454 Subcategory: Products Introduced as a Result of eparrtno@caatcrete.com 3idCataggrq: SoRts alarg minus elpheeluminumkre@yaho New Technology Compllarrco Method: Evaluation Report foal e.cOm Compitanee Method: Certification Mark or Listing Florida Registered Architect or a Licensed Florida :Piaflss-R13 PrpS1� Fnaf-coral Engineer -.. - ,.'., - .. tgaaetn RssUrenca. Aooroved for Use Apornvatl for Use Jgeglep .. P�lY4'rGfE}4.N5 PruAaeC4 ., �. ;;: ,,; `. ..' .. ... Liar , :,. , Sea# Product Model Number or Name Product easerlpilon Contract Explrallon Dace In HVQ outside HVNi 'sits t Pressure ., nr?v .':`,', ... �rs`- .- .-,,. _ i .,. ,^ Quallly A3s.._ urallce Aooroved for Use A, pproyed for use Intel B93JAn 1 High Strength Concrete Lintels 4, 6, 6..and 121nehwide lintels-g52i2022 Yes Yes NIA NIA se i fr i Product Made]: Nurihar or Ram, Product description Cpntill Exdtrrtlon Data In HVHZ Outside HVHZ Rosistam. Pressure I Alpha .Atildrtrm-Solid 6amp'. Vuntod Aluminum Se8111 CMU $amp; Wood Alpha Aluminum Solitl&amp;Vented.Aluminum 071302023 Sol CMU &arm; Wood No Yes No N/A EMIR or 2012 Date Date Pendlm 2212. 11 rsion Minitfflag tar courant Engineer &.LlOol e. Volidaked as Validated. SuhmKted f10C'Agglgval Aoora✓ed. Welu Reviaion 2020 TInn Erin Walden IGCEaIu aon servce, LLC I C Evlu t; " OS/11221 08N2 i O6n21202i Approved Categoryo . ar C soma 2)8ga-8635 LLC. Subcategory' Truss Plates ee*l:[anQmf:cprn i205) 558-9800 Compliance Method: Evaluation Report from a Product Evaluatidn Entity FL42nor-piProdidts = _ - QuallHAssitraltce Aoproyed far Usa. Approved for Use Impact D.Sho sa 4 ProdcModel Naberor Name Progupi Dmicrlon oJrananginal Date h1 HVHZ outslat V assistantPressure' 1 M1aAH5. h ate t8 a. hit strength cannador. I 9 g g p 127312 0 22 e Yea Yes NIA WA 2 M10S1-13' i'8 ga, super high strength truss connectorlate 92131 22 Yes Yes NIA NIA 3 Mill 16 16 ga: truss connector plate 12.131202Z Yes Yes NIA NIA 4 MT18H3 18 ga. hugh,tel Truss connector plate 121312022. Yes Yes WA NIA 5 MT20HS. 20 ga: high strength truss connector plate 1213fli Yes Yes N/A WA 5 TL16. MTiS 18 ga. truss connector plates 12f312022 Yes Yes MIA NIA TLZO, MT20 24 ga, iss ttnnector plates 12/312022 Yes Yea NIA Pi Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel ail GIINZD21 00 all or 2" 2m Date Rendlnu Data 7. n � Val Manufacturer Contact Enaln,r L Licanse Validated By - II - 11&.-gonad FBC Accrues! Anginal fifaf.!@ Revision 2020 Woyerhaeueer Rob B9ldwin IOC Evaluation S"ce, LLC Ian Lehrer. P.E. 02m22021 10fl U2020 02MS2021 Approved Category.6frictraalCampcalends (253 e2 (608 839-3288 Subcategory. Engineered Lumber R bert.aeldminQercyerhe Compliance Method: Evaluation Repot from a., ii-com Product Evaluation Entity :Pc#65Z -R11 f4odudi. f - - S # �9_ Product Model Number or Name Product Destruction Quaky Asw Comrac[ Emlratlon ate Anoraved for Use. In Z Icy_ Aooroved for use Outside HVHZResistantt toed Oesian es e Pressure .t 1 crud LVL hN am Laminated Ve eel Lum a n n b r 03/312023 No Yes NIA NIA 3 Parellsm Pi Foretell Std Lumber 031312023. No Yee NIA NIA 3 Tlmberseend:LSL LanYnated Strand Lumber 03131CO25 No Yes NIA NIA q TJ Rim Beat Structural Corriposlee Lumber or Oriented Strand 03131=23. No Yes N(A N/A board Rim hoard 5 WororhaeuserRim Board Oriented Shand Board RIM Board 03/3142023 No Yes HIA N/A w a) E _11"i 0 Z to C13 M O 0_ 0 < L L. 4� 0 0 0 < CL (1) U CV m =:3 Q O t1J C C Q N z Z Q J 11 SHEET NO. PA 1.1 N U) Cu U N 0 4! O • _ Simpson Strong -Tie 2420 FBC Approved Products For duect Inks to all SST approvals listed below+:;. CLICK HERE Updated lzrsorzo2 a P _ Simpson Strong -Tie 2024 FBG Approved Products CLICK HERE Updated 12,13W2020 a dp pSimpson _ Strong Tie 2024 FBC Approved Products.� For drect links to all SST -approvals listed CLICK HER Updated '12f3vl2ffz0 • : SimpBon Strong Tle,2b20 FBA Approved ProduGt8 For direct links to all SST approvals tsted below+, CLICK HERE:. ete,1l3OU 0 d 012 2 W Q O IL. ,... „ For direct links to all SSTapprovalststed below,.. _betow,. For .a.dd additional .In.farmatianregarding .rn9Florida's ofitla-sSt. kwlaPraduGtAPp.:m_y.a.,l6Yskem and Msn.Dade.; Goun Y Notice of Aaee to,nce (NflA.), CLICK HERE. .For additional ropeI . nfonatonregaming F iaa.sSt few_tle. ProdUGt;APP oval System : and Man -Dade CountYStatewide,Nn... iGaof Acaa t.anca(.(..At.CLCK FaraddIoI InformatiCnrega.m.,fn Ftanas5rod toRrov . Csnus 8de CalntY tomand NgtfGa fACoeP[an { 0A)CI-CK . , Fa<aFlorida sStslewida Product and Marro -Dade County tiQnalMarmafia gardg ofAme taC N..o.tice .e.. (N..]A,)., . SUCK HH£Rel . � _ ' ` ♦�1 FL112355-117 FL#I0446-RO 171,#104$6-R5 11 HUS HUSC series hangers Face -mount hangers available in widths ranging from 1.518 to 3. V 9i16' and heights ranging from 4-6116" to 11" Concealed flange S Secif Product Model. Number or Name Product Sea # Product Model. -Number Name product Description Sea 11 Product Model. Number or Name Product Description version USC)availableformadelshavlrigwidthaqualtoor O (� 1 TitenStainless Steel Concrete &Mason Screw ry tTTN-SS) 114"diameter Titan stainless steel masonry 1 A21, A23, A33; A34 R35, P;44 Angles 1 BT; BTB, eTH Brick Ties greaterttan3-9196''- L O L 2 APA21, APA4, APAB APVA21 APVA4, APVA8 Outdoor Accents Angles 2 CMST12 CMST14 CMSTC16 Coiled Straps- 12 iUSsenes hangers Face mount hangers available in widths ranging from -718' to 3- Q _0 3 AP844 APB44R, APVB66; APB66R, APB88 APB88R AP61010 AP61010R, APVB44; Outdoor Accents Post Bases 3 C514, CS16 CS18 CS20,_CS22 Coiled Straps 518' and heights ranging from 9.1/4" to 16". 0 O _ FL#9589-RG- APVB44Ri APVB66 APVB66R APVB8B APVBSSR, APVB1010, APVB101OFi 4 CSHP18, OSHP20 Coiled Straps 13 LGU325-SDS, LGU383:SOS, LGU5.25-SDS face -mount hangers M �.� 0 �- ('U 4 APDJT2-4. APDJT2R-4 APDJT2-6 APDJT2R-6, AP-VOJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionfrenslon Strap 14 LU24 LU26, LU28, LU2f0 Face -mount hangers Q Sad# ProductMadel.NtimberorNa^e Product Description APVDJT2R-e 6 OSP;SSP TSP Stud to Plate tie 15 LUC26Z LUC2102 Face -mount hangers ,� � � O 1 SDI D 12DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH6ID. flPHH610R Outdoor Accents Heavy Hanger 7 H1; H10A H2;SA, H3, H6, H7Z, H16, H16S, H1fr2; H 96 28 Hur icanaTies 16 LU5 series hangers Face mount hangers available in widths ranging 1 9116 W 4 L Cl) L 2r SD9112 SD9212.;SD10 12.5 10212 1 , D Strong Drive SO Connector Screw 6 APL4, APL6, APT4 APT6, APVL4, APVL6. APVT4, APVTO Outdoor Accents L and T Beam to Column Ties 8 HGT 2, HGT 3, HGT 4 Heavy Girder Tiedown 5/8" and heights rah from n 3" to 10-15118"; g ranging . in O Ca 3 SD9112SS, SD9212SS Strong Drive SD Connector SS Screw 7 APLH24, APLH24R APLH26, APLH26R, APLH210. APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63 SDS, MGU5.25-SIDS, MGU5.60-SDS, MGU5.52-50S, MGU7.00-SDS Face -mount hangers CU�- 4 D ' 4 S CF22 34, SDCF22a12 SDCF22614; SDCF22700, SDGF228a8, SDCF221014, _ Strong Drive SDCP Timber CF Screw & BVLZ Brink Venieet Ledger Connector 10 _ . _ _Face HSS2 SDS1:5, FiSS2 2 SD53, HSS2 3-SDS3 HSS4 SDS3 Heavy Stud Shoe 18 MIU serves hangers.. -mount e vailabl widths : n n from 1 9116 to hang rs available m s ran gr g f b- C) U) Q SDCF221134, SDCF221334 $DCF271966, SDCF272358 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2, HST3 HSTS HST5 Straight Straps 1/$" and heights ranging from 6-15116" tb 19-1/2", 5: SDCP22434, SDCP22512 ,SDCP22614, SDCP227f10, SDCP22858; SDCP22912, Strong -Drive SDCP Timber-CP Scravv 10 CJT3Z, CJf4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20..HTS24, HTS23,HTS30, HTS30C; HeavyTinastStrap 19 MUS26 MU828 Face -mount hangers SDCP221100, SDCP221134, SDCP2714LO 11 DJT14 Deck Joist Tie 13 HTS015KTZ, HTS020KTZ Heavy-Tw istStrap 20 SUR SUL SURG, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614 9DHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screen! 12 DS Dry Wall Stcip 14 LFTA Light Floor Tie Anchor 9116 to 3-XIS" and heights ranging from 3-1116'to 13.31411, 7 SDS25112. SDS25134, SDS2520Q, SDS25212, SDS25300, SDS25312; 5DS25412. Strong -Dave SD5 Heavy -Duty Connector Screw 13 FC4; FC6 Framing Clips 15 LSTA9 LSTA12. LSTA95, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight $traps: Concealed flange SURG SULC available for all double 9 ( } SDS255(70 SDS2660D, SDS�5800 14 FWANZ Foundation Wall Angles 16 LST149,LST173 Straight Straps 2X ana4X models; only aouteflange is tanoeafeq; 8 S0625112SS, SD825200S5,SOS26212SSL SDS2530OSS SDS2531:2SS Strong Drive SOS Heavy -Duty -Connector SS Screw 15 GA1; GA2 Gusset Angles 17 LTB20 LTB40 Bridging; 21 U series hangers: Face -mount hangers available in Widths ranging from '1-9/16"to 9 SDWF2716, SDWF2720, SDWF2724 SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A H2 5T. H8: H14A•2 HI OS H14 HGA.10 Hurricane "ties 18 LTS12 LTS16 LTS18, LT520 Light Twist Strap 6' and heights ranging from 2.518' to 11.1/4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Mediu m Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27 MST37, MST48, MST60, MST72 Straight Straps FLUIOD07-R8: 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9 MSTA12, MSTA1.5; MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49` Straight Straps FL910667-116 20 L30, L50, L70; L90 Angles 22 MSTC2$ MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model: Number or Product Description 21 LCE4 Post Cap 23 MSTC48eS, MSTC6663 Pre BentStraps Sea # Product Model, Numbar or Name Product Description 1 ATR31$ ATR112, ATR518, ATR314 Threaded Rods 22 LS30, L650, LS70, LSW Skewable, Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16' to 7- 2 ATUD5; ATUD6-2 ATUD9, ATUD9-2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable StairStnnger Connector 25 MTS12 MT816; MTS18, MT8210, MT824C MTS30; MTS30C Medium Twist Strap 118' and heights ranging from 7-1/81to30 P i B _3 $ 2, BP1t2, BP112 3. BPS18 2, BP516,3. BP314, BP314 3 BPRTUD3 4 , Bearing Plates: g 24 LSSJ 8 LSSJ28RZ. L5SJ210LZ. LSSJ21tlR LSSJ26LZ, LSSJ26RZ- 2 LZ Z Field Adjustable ble Jack Hanger fe j eta k g 26 _ [- NCA2x10 12 NCA2x12 12 NCA2x8 CA2x1416 N A2x1216 16, N C Bridging g g 2 DGBF series pan ' rs ;� I I widths i from 3-a18 to 7- Tap flange hangers available e n th ranging m 9 4 4 CNWT8, CNWIt2, CNW5/8, CNW314, CNWSJ8 1J2, CNW3/4-518 Coupler Nuts 25 LSSR1 81, 1_8SR21 LSSR2;37 L8SR2.56, LSSR210-2 LSSR410 Field Adjustable Slopeable/Skewabie Hanger 27 RCWe12 RC1+tB14 Wall Bracing 1/8' and heights ranging from 9-1/4" to 24" a CTUD55, CTUD65, CTUD66:. CTUD75. CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device P g p 26 LTP4 LTP5 Tie Plates 28 RPSIB RPS22 RPS28' Repair Plate Strap p P 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z; ML262, ML287, ML21OZ Angles 29 RSP4 Stud to;Plate Connector 51$' and, heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie Down 30 SP1, SP2, SP41 SP6 .SP$ Stud Plate Tie 4 DGHF series 1Y angers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3 RTUD3B, RTUD4, RTUD48, RTUD5 RTUD6, RTUD7,-RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, 5PH6 S_PH8 Heavy Stud Plate Tie 518 and heights ranging from 9-114" to 24".. 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU28.2, MML028 MMLU28-2 MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5 SS2.5, SS3, 554,5 Stud Shoe a EGe, EG7, EG9 series hangers Top flange hangers available inwvidths ranging from a f /4 to ?s, 9 TUW38 Take -Up Washer 31 RBC' RBCP Roof Boundary Clips 33 ST9, ST12 ST18 ST22, ST292, ST2122, S172115; ST2215, ST6215, ST8224 ST6236 Straight Straps 718' and heights ranging from 1 1"to 32-1J2": ID URS3. : 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie Down 34 T620TB27 TB3G T636,.TB42 TB48. TB54 TB56 T860 Tension Bridging:; 6 EGCI series hangers: Top flange hangers �availabla in widths ranging from 3.6W to 7- I1 URS4 112" Uplift Rod Run Tledovm System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWBI2, TW814 Wall Bracing 114" and heights ranging from 11-114" to 32". 12 URS5 518" Uplift Rod Run Tiedoom System 34 STC. STCT, DTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable. Pitch Girder Tiedown' 7 GLS series hangers Saddle: hangers available in widths ranging from 3=114" to 8-718" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37 TJC57 Truss Jack Clips 37 WB108, W61000, W8120, WB126C- WB143C Vilall Bracing and heights ranging from S-112" to 28"- 36 Z2, Z4t Z44 Panel SMfener Clips 8 GLTV series hangers- Top flange hangers available in Widths ranging from 3-114" to 7- - 1/8' and heights ranging from 1.1"to:32'.. FL#10441-R6: FL#10531-R5 9 HB series hangers Top flange hangers available In Widths ranging from 1-9116" to 7- FL#10447-R5 112' and`heighis ranging from 8" to 3U', Sea 9 Product Model: Number or NaMe Product Description Sea # Product Modal. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5.1142' to 8-78" 1 DTT2 Hold-down Sag 4 Product Model, Number or Name Product Description 1 C0H2 37x&5, C13H2.37x7:63 CBH2.374.75' Concealed hangers and heights ranging from 10-112" to 28"_ 2 HDC10/4, HOCIO122" Hold-down 1 AHEP Adjustable Hp End Connector 2 DU, DHU, DHUTF Series hangers' Face -mount (DU, DHU) and top flange (DHUTF) hangers' 11 HGLT series hangers Top flange hangers available' inwdths ranging from 3-114"to 8- 3 HDQB, HHDQ11, HHDQ14 Hold-down 2L DSC2R SDS3 DSC2L-SDS3; DSC5R-SDS3 DSC5L-SDS3 Drag Strut Connectors available in widths ranging from '1-9/18'to 3-9116' and heights 7/8' and heights ranging from 7-112'to 37'. 4 HDU2,HDU4 HDU5 HDU8,HDU11.HDU14 Hold -dawn 3 GBC" Gable Brace Connector ranging from 9-118'to23.13i1B.". 12 HGLTVseries hangers Top flange hangers available in widths ranging from '3-114"to7- 5 HPA28; HPA35 Strap -style puriin anchor 4 HCP1:81 HCP2, HCP4 Hip Corner Plate- 3 HGU3 63-SDS;-HGU5 25-SOS, HGU5:50-SDS, HGU5,62-SOS, HGU7.00-SDS, HGU7:25- Face.mount hangers 11$ and heights ranging from 14"to33". 6. LSTHDS LSTHD8RJ Strap -style hold-down 5. HHRC2 2 HHRC42 HHRC42-2 HHRC411 81 HHRC44 HHRC5 2513.2✓ HHRC5 3713.12 . Heavy P 9 Hi to Ridge Connectors SDS, HGU9,00-SDS : 13 HIT`series hangars. Top flange hangers available in vndths ranging from 2i5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9118 and heights ranging from 18" to26". 8' MPA132, MPA14.4 Strap -style purhn anchor ;6 HRC1; 81, HRC22 Hip Ridge Connector 318' and ;heights ranging from 5 af16' to 12-7'18", 14 HUSTF series hangers Tap fiahgeJoist hangers available in widths ranging from 3.1/8"to 9 PA18 PA23 PA28, PA35. PA5,1 PA68 Sap.sryle;purn anchor 7 LRU20, LRU28: LRU210; LRU212 Rafer Hanger a HHGU5.25_SDS, HHGU5,5 -SDS, HHGUS 62-SD5 HHGU7.00_SDS HHGU7 25.SDS, Face moinC hangers 3 9tl 6'and heights ranging from 5 318" to 13-1/8". 10 PA118, PA123, PA128 PA135 Strap -style purlin archer 8 LSU26 LSSU28, LSSU210 Light Slopeable/Skewa.6le U Hanger HHGU9 00 SDS 15 HUTF HUCTF-series hangers Top flange hangers available inwidths ranging from 1-9/1&'to 5- 11 STHD10 STHD1 ORJ Strap -style hold•down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2 HHUS28-2, HHUS210-2, HHUS46, HHUS48: HHUS410, HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3-7/16'to 15". Concealed flange 12 STHD14. STHD14RJ Strap style hold-down 10 TC24. TC26, TC28 Truss Clip HHUS7 25110 version d(H UCTF) available for ail models having width :equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available In widths ranging from 3- greater than 2-9/16", THAC422 THA426. THA422-2 THA426-2. 118' to 5-118' and heights ranging:: from 4-314" to 15-314'1.: 16 HWP series hangers: Top flange hangers available In widths ranging from 1-9116" to 7- 12 THAii 811,22, THAl2 06122, THAI2.1122; THA1222, THA1322 T,HAI3522_ THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC).available for all 118" and heights ranging from 5•3/8" to 28", 13 THAL422 THAR422 Skewed Truss Hanger double 2X and 4X models only acute flange 5 concealed, 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16'" to 7- C*J 14 THJA26, LTHJA26, LTHMA- Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU28-2, HTU2$ 2, HTU210-2 Face -mount hangers 112' and heights ranging from 5.3/6" to 32", 15 THJM2-4-SDS3,THJM2-5-SDS3, THJU26, THJU26-W .Multiple Truss Hangers 9 HU, HUC.series hangers. Face -mount hangers available in widths ranging from 1-9t16"to 7- 18 ITSserieshangers Top flange hangers available in widths ranging from 1-9/16"to 3- 16 TSSR2-24 Truss Spacer -Restraint 112 and heights ranging from 2-7/8," to 19-14" Concealed flange) S18"and heights ranging from 9.118" to 16", eY 0 17 VPA2, VPA25, VPA3 VPA85, VPA4 Variable Pitch Connectors version (H UCt available for all models having width equal to or 19' JB series hangers Top flange hangers available in width of 1,9116" and heights 18 VTCR ValleyTruss Clip greaterthon 2-9116 ranging from 5-518" to 7.14' r' 10 HUCQ1 81/9-SOS HUCQI,81111-SDS, HUCQ210-2-SDS HUCQ210-3 SDS HUCQ310- Face mount hangers 20 JBA series hangers Top flange hangers available in width oft -glib" and heights CZ Lh �- SDS; HUCQ410-SDS, HUCQ412 SDS; HUCQ32519-SDS, HUCQS 25111-SDS HUCQSIO- ranging from9-3M6"hp 13_118", SDSr HUCQ61 Z-SDS Q 0 ID ~ J t to C Q >l r J vi O � ' _ S1m nn 5trnn ...Tile 202fJ FBG A roved Products:. P$ � pp Updated 12l30f202t} R ,. .. � _ -: Simpson Strong -Tie 2U BG roved inducts. imp g 2U F Apo P Updated 1?130/2020P P •Updated ..Strong -Tie. Simpson 2U2U FBG Approved Products. mpgpp 12f3012020 .. Strong - Tie Simpson Soon TIe 2b2U FB;G Approved Products g pp Updated 121'3012020 P at a o For dileet Inks to ail SST approvals listed beiowv� CLICK HERE. For direct links to. all SST approvals listed b'elcee, CLICK HERE,. ' For direct links to all SST approvals Isted belcrrr„ CLICK HERE. For direct Inks to all SST approvals listed bclvw, CLICK HERE. direct _ «di ForIona informationon: egardor9Haides:5tatewideProductApProva15 tem-andMem-DadeGounty - : olioaofAceaRta Acceptance CK a Feradddional rfamauonre ardor Fida-s5t Statewide Product ARRrpvalS1$loin and Mami-0Dade CautY.Notice . . ofAeceptancs NJA),CILCCHE ._. . : .. Far additional F das5tateovWaProduci FlPPrirvaISys1emantlMai�adoGounf :ohcegfAcce kanCa(NfA),CLC H . _ . For additional information Product Approval and ImrDadeCa nlYNvaGeofA .... - . . Acceptance . wtr_� L 21 LS series hangers: Top flange hangers available, in width of 1.9116" and heights FL#11468=R5 18 SILBV9 56, S1LBV1.81. S1LBV2 06. SfLBV2 37, VLBV2,56, S1LBV2.6$, 5/LBV312, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging frem.5 3/S" to 15-1/3";. S1LBV3 56, SILSV3.62, SILBV446 SILBV4.12, 84LBV4 28 &LBV4.75,,STLBV550. 6 Strong-Bolt2 (ST62, STB2.4SS, ST52-68S): Strong-6olt2 Wedge Anchor forconcrete available in carbon 22 LBAZ series hangers Top flange hangers available in Wdth of 1-9118" and heights Seat # Product Model. Number or Name Product Descrntion 19 S1LTT20- S)DTT2Z S/HTT14, HTT4, HTT5 Holdotvns steel and Types 304:and 316 stainless steel ranging from9-3116' to 13-118". 1 HHUS210-3 HHUSM 0-4 Joist Hanger 20 S1MST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H THD-HMG, THD-H48S THb H6SS, THD-CS THD-CS658) Titan HD Heavy Duty Screw Anchorforconcrete and masonry 23 LEGS, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRSB HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties avaflablewith hex head In carbon steel and Types 304 and 316 7/8' and heights ranging from 9" to 33-1121, 3 HUCQ210-2-SDS, HUCQ210-3SDS, HUG0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plata Ties stainless steel or with countersunk head in carbon steel and 24 MEGS, MEG7 series hangers Top flange hangers available in Wdths ranging from 5 IX tot- 4 THGB2 THG63; THGBH2, THGBH3, THGSH4 Joist Hanger 23 STC, OTC Truss Cltp Type 316 stainless steel 718 and heights ranging from 9" to 32-117'- L5 THGQ2-SDS3, THGQ3-S054 5 THGQH2-SDS3- THGQH3 SDSd 5 THGQH4-SDSB Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (fHD37634RC, THD50934RC) Titen HD Threaded Rod Cauplerfor concrete 25 1 series MIT ne hangers. Tap flange hangars available m widths ranging from 1 8116 W 5- :6 THGW3 3, THGW3 4, THGW4 3, THGW44 JOBt Hangar 25 TJC37 Truss Jack Connector 9 r 8RH THD 7158R . T 637212: H. Titan HD Threaded Rod (THDB2515 B3 H, N R Titan Threaded :Ro Hangerforconcrete T HDd 118 and heights ranging from 9 1f4"'to 24", THD502341RH, THD1O212RH) 26 PF, PIPE, PFDB; PFDSB series hangers Top flange hangers availablern width of 1-9/16" and heights 10 Wedge -Ail lWA) Wedge -Ail Anchor for masonry ranging from 3-318' to 7AM FL#11473-R5 FL#13W4-R5 CD 27 RR Ridge rafter connector 28 WP series hangers; Top flange hangers available,in widths ranging from 1.0116" to 7- Sea # Product Model, Number or Name Product Descnptiifn Sao # Product Model. Number or Name Product Description FL#f6234-R8 118' and heights ranging '9-1/4" to 32", '1 DETAL20 Double Embedded Truss Anchor i CCQM3 62 SDSHDG, CCQM4.62 SDSHDG, CCQM5.50-SDSHDG, CCTQM3 62-SDSG, Masonry Pet -Caps 2 FGTR; FGTRHL, FGTRHR Girder Retrofft Anchor CCTQM4,82-SDSG, CCTQM3.50-S09G, CCCQM3,62-SOSG; CCCQM4 fit-SDSG Sea # Product Model, Number or Name Product Descrintrgn .3 1116,.H16S H16-ZH18.2S : Hurricane Tie. CCCQM550-SOSG 1 AT=XP AT-XPHigh-Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETAI2,HETA16HEI-A20,HETA24:HETA40 Embedded Truss Anchor 2 ECCLQM362G-KT,ECCLQM462G-IT,ECCLQM5.50G-KT,ECCLLQM03,62G-KT, Masonry Pier Caps 2 Er•HP ET -HP Epoxy Adhesivefor masonry 5 HETALI2 HETALI6 HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT,ECCLLQMO5,5OG-KT, ECCLRQMD3.62G KT, ECCLRQMD462G- 3 SET-XP SET-XPHigh-StrengihEpoxy Adhesive for masonry Sag If Froduct Model, NumbEror Name Product Dascrption 8 HGAMIO, HM9 Masonry retrofit connectors KT, EC0L.RQMQ5 50G KT 4 Strong -Solt 2 (STB2) Strong-Bolt2 Wedge Anchor for masonry W 1 ABA44.ABA44R ABA46 ABA46RABA56 ABAfiBR Adjustable i 7 HHETAI6 HHETA20 HHETA24 HHETA4D Heavy Embedded Truss _ Y 3 HGUNI525 HGUM550 HraUM7.40,HGUM7.25,-HGUM9t10 Heavy Masonry Hangers Y Y 9,_. 5 Titan N2 ITT .) Titan 2Screw Anchor lot concrete . 2 B 4 A 46 r, :Heavy-Duty,ila A U44. ABU4 R, BU ABt146R. ABU5-5 ABUa 6. ABU65 ABU66 ABlJ66R ABU88 , , , Adjustable Post Base 1 8 r - :" LGT2 LGT3 S 2 a LGT SDS3. DS . 4 GirderTiedown 4 LGliM26 2 LGUM26 3 LGUM26 4 LGUM28 2 LGUM28 3 LGUM28 4 LGUM21 D 2 Masonry .Beam Hangers _Y g_ 6 S 1te D S' HD D 3 5 T n HD H HAS.. , T H65 , TH C 6S iT_ ) , [) e Screw n iconcreteavailable le i 04 n Hair Qut c ew rich r foa i b n 3 Then H Al Y yW , ,. ABU88R, ABU101O ASU1010R ABU!21'2 ABU1212R S LTA2 Lateral Truss Anchor. LGUM210-3 LGUM210 4, LGUM46, LGUM48 LGUM410 or316stainiesssteelwfth hex Bead and316 stainless'steelwith 3 ABW44Z ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABWMRZ,ABW7 7 Adjustable Post Base 10 META12 META16 META18, META20; META24; MET;44O .Embedded Truss Anchor r a r.. r :-:r. MBHA3.1219.2a, MBHA312J11.25, MBHA3.a6l7<2a, MBHA3 56Y925, MBHA3.a6l11.2.�, Masonry Top Flange Beam Hangers countersunk �^ 4 AC4,AC4R,ACE4;AC6,ACBPt,ACE6 Post Ca 11 MSTAM24MSTAM36 MSTCM40 MSTwob StrapTie for Masonry MSHA3.5611188 MBHA356114 MBHA356/16,MBHA3S6118 MBHA850f725, 7 T'itenTurbo (TNT) Then Turbo ScrewwAnchor for concrete ormasonry V / 6 BC4,,BC46 BC4R, BC6, BC6R, BCS, BCS2 2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHAS 5019 25, MBHA5 501`11 25, MBHA5-54/11.88 MBHA5.50114 MBHAS 50116, 6 CB44, CB48 GH46; C866, C286 Embedded Column Base MBHA5 50l18 7 CBSO44-SDS2, CSS046-SDS2 CBSQ66-SDS2, C13SQ88-SOS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3 5619.26, MBHU3,56111 25, MBHU3 56111,85, MBHU3 Ml4 MBHU3Z6/16; Masonry'Beam Hangam FL#16837-R3 8 CC, ECC ECCU. Series Bolted column capswith Wl ranging from 3-14" tc 9-It7 and. FLM 1496-R5 MBHU3,56/18,MBHU5.5019.25 M91-11.15 50M 1 25, M13HU5.50111 88. MBH U55011A, W2 ranging from 3-518" to 7-1/2° MBHU5 50116, MBHU5 54118 &e0 # Product Model. Nuruber or Name Product Desorfptfon 0 9 CCQ-SDS25 ECCQ-SDS25Senes „ Screvedmlumnaa swithWl ranging fram3.114 to9.1/2 and. Se # ProductModet.NumberarName ProductDoscnptian 1 X3481016-SKXiS10t6,X181016dK,XQiS1016,XQ181416.4Fy . _,_ . #10•t6Strong-DnueXMetalSeit-Driling,Tapping Screws with lK L� W2 ranging from 3-518" to 7.1/2" 1 DTT1 Z DeckTenslon Tie Drill Point 10 CPT44Z CPT66Z, CPT88Z Concealed Post Tie Bose 2 H012, HD19 Soited Holdowns FL#43975-RO 2 XLQ114T1224„XLQI14DI224.2K 412.24 Strong -Drive XL Large -Head Metal Sol -Drilling, Tapping 11 12 EPB44A, EPB44, EPB46, EPB66 EPS4Z Embedded Post Base Embedded Post Base 3 4 H0313, HD5B, HD76, HD9B HTT4, HTTS,1-PfT5-SM Edited Holdowns Tension Ties Sea It Product Model,;Numberor Name Product Description 3 XMQ114S1224, XMQ114W224-21K Screws with #5 Drill Point and Large Diameter Hex Washer Head #12.24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LGB44, LCB86 Embedded Column Ease 5 LT719; LTT206; LTTI31 Light Tension Tars. 1 SDW22300, SDW22338, 5DW2243$,;SDW22458,,SDW22500, SDW22600 SDW22838, _ Strong -Drive SOW EWP PLY and TRUSS PLY Scions Tapping Screws l Point and Medium Diameter ex T pp g c ewswrth#5 Dr) Pam a um sine r H 14 LPC4Z, LPC6Z Light Post Cap SDW22834 4 X01i14SI224 XQt14B1224 2.5K XI1491224, X01I2S1224, XQ112B1224 2K #12-24 Strong -Drive XMetal Self -Drilling, Tapping Screws with #5 Drill Point � }e 15 MPB"Z, MPB6eZ, MPB88Z Moment Post Base: 2 SDWC15450SDWC15800 Strong -Drive SDWCTRUSS Screw 16 PB44, P644R, PB461 P666, PB66R Embedded Post Base FL#13928-R5 3 SDWH19300DB, SDWH19400DB, SDWH19604DB, SDWH18800DB SDWH19100008 Strong Drive SDWH TIMBER-HEXScrew 5 XU34S1016, XU3481016-5K #10-16 Strong -Drive XU Metal Self -Drilling; Tapping Screws with 17 PBS44A, PBS46; PBS66 Embedded Post Base 4 SDWH27400G 8DWH27800G SDWH27800G SDVM271000G, SOWH27120OG Strong -Drive SOWH TIMBER HEX HDG Screw #1 Drill Point 18 PBve P6V10 EPC44 Round Post Base See # Product Model, Number or Name Product Description 5 SDWS16212, SDWS10300, SDWS16312, SDWS1$400 SDWS22600. Strong -Drive SOWS FRAMING Screw Screw Grade) � O 19 PC44-16P046-16, PC48-16. PC64-16, PCW-161 16. EPC46-18, EFC48-18,, EPC64 16, EPC6B-18 Post Cap 1 2 SB518x24, SB718x24, SB1x30 SSTB16 SSTB20, SSTB24, SST628, 8STB34, SST636 SST916L, SSTIB20L, 8STB24L, SS Anchor Bolts SSTB Anchor Bags 6 SDWS19600, SDWS19712;:SDWS22400SDWS22500SDWS22512 SDWS22800, SOWS229DO; SDVVS221000 SDWS221100, SDWS221200, SOWS221 SOO Strong -Drive SDWS.TIMBER (Interior FL#$=O-R-0 L� 20 PC4Z PC4RZ, PCSZ, PCBRZ, PC8Z, P08RZ EPC4Z:, EPC4RZ, EPC6Z, EP05RZ. EPC8Z, Post Cap. SSTB28t - 7 SDWS223CODS: SDWS224OOD6, SDWS225001>8, SDWS2260OD8 SDWS228QOD8:, Strong-DrveSOWS 'TIMBER Screw (Exterior G rode) EPC8RZ SDWS221 GOODS Sea # Product Model, Number or Name Product Description 21 PPB44-4Z PP644-eZ :Post Base, 8 SDWSL>2312DB6, SDWS2251208B Outdoor Accents Structural Wood Screw. 1 DSSCS43,5 DSSC646, DSSCB48, DSHS Bypass Framing Drift Strut Connector /71 22 RPBZ Retrofit Post Bass FL#13872-114 9 SDWS27300SS, SDWS274008S, SDWS2750OSS, SDWS276008S, SDWS278O0SS; Strong -Drive SDWS TIMBER SSSciew 2 FC843 5 FCB45 5, FCB47 5 FCB49.5 FCB411.5 Bypass Framing Fixed -Clip Connector SDWS271 OOOSS SDWS27120065 3 FPHSD34S1016, FPHSD34B7016, FPHSD34B1016 5K FPHSD3481214, #10-16 and #12-14: Strong -Drive FPHSD Framing4o CFS:SeIf- _ I FL#10866-R3 Sao# 1 Product Model, NUM bar orName' CMST12 CMST19 CMSTCI6 CS14, CS16, CS18, C820, CS22 Product Description Coiled Straps 10 11 SDWV13400 STN22 Strong-DriveSDWVSOLETO-RIM Screw Outdoor Accents H€>x-Head Washer 4 FPHSD3481214,FPHSD34B1214.5K LSFC2.25, LSF04 25, LSFC6 25, SFC2 2a, SFC4 25, SFC6,25 Drilling, Tapping Screws Steel Framing Connector U cz .2 HRS6. HRSB,. HRS12 FHA6; FHA9, FHAl2, FHA13,. FHA34; FHA30 MSTI26 MSTI36, Straps 97:mit (12 ga) 5 LSSC4.26, LSSC625 SSCZ 26, SSC4 25 S506.25 MSSC2`25, MSSC4.25 MSSC6 25, Steel Stud Connectors Sea # Product Model Numberar Name Product Description MST148MSTl60, M5T172, 5/MST27, S1MST37 SIMST48 MS8G4.25KVV, MSSC6 25KW I FJA FSA Foundation Anchor 3 HTSI6, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#15363-R3: 6 RCKW3, RCKWS5, RCKW7 5 RCKW3S, RCKWS 5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149, LST1731 MSTA9, MSTA12, MSTA15, MSTA18; MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43,5, SCB45,5, SC647 5, SCB49.5, SCB411.5 NSC645-5, MSCB47:5 Bypass Framing Slide Clip Connector ^^ L.L 3 GH46-6 GH46 8 GH48 6. GH46 $ GH410-6 GH 10 8 G 66- : G 66 6 6 6 4 H_ &. H 8: GH 8 , GH_8, :Girder Hanger 5 LSTA9 L A 2. LSTA15 LS 18 L5TA21. LSTA24 T292 ST2122 ST2115 ST221`5 ST 1 TA S Straps 33 mil 20 a Ps (_ g } Se .�# P u ror Name Product N robe Product,Dfescnptron 8. C 32 1 .SCS62 5f97, SC. 25/ 8 $CS82 5J 18 S S 597, S6 11 � . 1 Bypass Framing Connector Yp 9 8, GH610.6, GH610-8 6 LSUSH3.25 SUBH3 25, MSUSH3.25 Bridging Connector 1 AS 16 AS 18S5, AS 18SO IS ga Truss Plates 9 SCW3 25 SCW5.5 Hasid -of -Wail Slide -Clip Connector 4 GLB$A; GLWB, GLB5C 01-1350GL67A, GL67B, GLBTC GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 A5 20HS 20 ga. High Strength Truss Plate 10 5JC8.25 SJC1O.25, MSJCS 25. MSJC0.25 Steel Joist Connecters L� 5 GL9T512 GBLT612 GLBT5I8GBLT616; GLBT520, GSLT020 Glulam Bearing Plat 8 LTS12 LTS16 LTS18, LTS2O Light TwistStraps 3 AS-20 20 ga Truss Plate 11 SS83 518 Bypass Framing Slide -Clip Strut ConneGtor - Ta tapping �V 6 HGLBA, HGLBB, HGLBC, HGLBD °Heavy Glulam Beano Plate g 9 MSTA30 MSTA36, ST8215, ST6224. STB, ST12, ST78 ST22; M5TG2$, iv1STCd0 MSTC52 Snaps 54 mil (16 ga) 4 ASHP Hinge Plate Connecter 12 XLSH3431414; XL5H7861414 1 r D LS Shouldereda Dnlli i # d 14 St gig rive X H S ff rig, 7 HGT-2,HGT.3,HGT•4 Heavy Girder-Tiedown 10 MST068 MSTC78 ST6236 Straps 68 mil (14 ga) Strews LU _-. UFP10 SDS3 Universal Foundation Plate 11 MTS1`2 MTS16, MTS18 MTS20, MTS80, MTS24E,, 1vITS3DC Medium Twist Straps 13 14- 2 -3. X01S1016 XQ961016-4K; X47 51214, X41 B12143.5K, XQ78S1224, 7CQ78B1224 3K; - ,.. _ .. - l Self -Drilling, #10 16, 412 14; and #12 24 Shong Dare X Meta 9 URFP Unnrersai Retrofit Foundation Plate 12 r . SJBI,J6, SIB1 81, S1B2A6,S1B2 37 5182 06, 5/62,68, S1B312; S1B3 v6 S1B3 62, 5164G6; Top Fla Hangers FL#1.5730 R4 XQII4S1224 XQ114B1224-2 5K XQI 12SI224 XQ112131224 2K X3461016-5K XISIO16,Xi81016.4K,XiS1214,XIBI214.3:5K Tapping Screws QZ (� SIB4;12,S/84:28,S/B4.75,SIB5.50 13 S1BAZI218, SIBA2.12110. S/BA2.12J12. S/BA212/14, S/BA4.1818 SIBA4.1811.0, Top Flange: Joist Hangers 'Sea # Product Model, Number or Name Product Description J SIBA4.18112, SIBA418/14 1 ET -HP AdhesiueAnahorfor concrete z 14 SIHIA Hurricane Tie 2 GAC, GDP. GDPM-50,GDPM75GDPM-100,GOPSGW-50,GW-75,GW-100,GTH Gas-actuatadfasteners and assemblies 15 S/HD88, SIHD86, S/HD108, SIHDIOB,'S1HD15S, SIHDI5B Holdowns 3 POPA PDPA-K, PDPA-MG, PDPAT PDPAT-K, PINW, PINWP, PINWP-W; PDPAWL, Powder -actuated fasteners, threadedstuds, and assemblies J 16 SIHDU4, "DUO, S1HDU9, S1HDU11 Holdowns PDPAWL-MG; PSVL3, PSVL3-K, PCLDPA, PECLDPA PTRHA3, PTRHA4 0- 17 SIJGT; S1HJ[ T Joist Hangers 4 SET-:3,G Adhesive Anchor for concrete. SHEET NO. PA 1.2 liran®rangrtrrern nwomintivu nr>nuimiv C_ > MIAMEMMM hitAlff-DADE-COUNTY PGT Indusbi", Inc. PGTIRdusitries, Inc., 0 _0 0- PGT1nd=trks,1nr. 0-o 2 JLJ&D5 W26Skw� Rown M2 DEPARTMMGFR,EGUI-AT(MYA"IECONC=CVXSGMMOIER) Mim# FlarW3317,5-2474 I NGITCE OFAC CE-P-TANCE: EvvTDENCE SUBMI"I" NOTICE OF.ACCEPTANCE: EVWENCESURA�I) CD -0 :00A"�A" CDOE *DAUYMTAAT�GN DrVMGN T )0 W200 F: 0 � 9"313-�250 NOITCEOY ACMPTANCE.- EVII)ENCE SUBMITED D. QUIAL M-TASSIVRANCE (D U) -cu NOTICE. OF ACCIEPTANCF, (NO-4) wwwmiludd 1� ETdenc e SUbnft*d Un &T prff joUS'NOA B. TESTS (continued) ,CVJWMYL and ECOWnie &==CS U) I ML-ffl3i Dade DepZtMWQfF CD -0 -0 PGT.ln&%b*.S hw. A. DRAWLNGS 0 1070 Techudo�VDm7e L M=zfhctiu&&die drawiqgs�and wdi=. . 5, Tf W Mod on 1) Air Infiltration, Test per FBC, TAS: 202-94 0 0 0_ -North Venice, YL 34275 (S r1-bft1&ez r under _V0A IV& JI-0107 64) 2) Unifonn Static Air Presme Test, per FBC, TAS 2D2-94 E. MATERIAL CERTIFIC-ATIONS scorz-� 2- Drawin sbeets 1 g, No ,- MD-5570.0j titled -Vinyl Sliding, Door NOA (IVt 3),Water Redstmce Test, per FBC. TAS 2G2-94- L Not -we of Acrq%ince No- 15-4528.14 issued to Vigion Extn;s�m Unnited hor A& .0 0 16+- Mus'90A is �hemgmaedundet aw appheablendes and reVaahaus Loverning the use Vie through,21 of 2 I. -prepared bym=ufkt=, . dated 1005115,� with revision A dated 4) Large NEssile Impact Test p FBC, TAS 701-94 111"qdte Rigid PV AC ExMiDr Extrusious� for Windows and Doers-1, dated 08,43/15, > U) "D E 0 documentatm submigbed hasbeenreviewed and arcepted byMiami_Da4e Ccunty RER-RIOduct Control Seed= . to DW5117, sigi:ted and se*d by A- LynnN@Jer, PX. 5) C�ydw Wind Preswm Lndimgpff FBC, TAS 203-94 oqnW on- 0913WI,9� n L CD_ _be USed MamiDade 'C 4],U�ando&ff=rWWh in we, all owed b y the, Auth mity Hav*JYmisdictim (AHr� 6)F=edFmftyTest PerFBCTAS202-94 2- Notice of Acceptance No. 16-020.1M issued to Vision Extrusion Limited for-thek "VE . Cn Tlus NOA shall aotbevAg af&-rthec*rjfi= date -stated belDw-ne Aliami-Dade Counly Priodwt Control Sec %(;L B. TESTS alang withmarited-up dMWijjg&aW yl'14iding &%L door, pfqMrd jfl&�jon d*�f =of ViV 1066 Tan 2-02 and lighter Shades (Non-Al1ke) RApid PVC Exterior Extrusions for U) < (in Nfiami Dade County) =&OrL ffie AM (m areas o&ff d=M&wiDa&County).reserve the right to have thi's t per TtSt rqMX on orm Static Air PressUre� T(!51� ' FBC_ TAS 2021-94 byFmestratum TestmgLab Inc, Test -eport No FTL&549, dated ILM5, qpxd and 'P Windows; and Dooi-C, dated 120/16, vq*ing. on- I2J29P21_ Ce prodoctoraim6erw tested fdiqwWaJWraftcapuqm%es_ Iftis'prodio or materialfails.to'pe2famin &-e. a C W manner, the , , 1, -F, - Impa t, per - T 1) Law Mmik- FBC AS 201-94 t� and 024 Ifl6) Ida1mis OdeATR FL (rest report xvised on "/15 - _SiGn Extrusion Ln7 -5 nited for their 1 Notice ofAcoept4nce No. 15-452&15 issued toVI VIVO" dify, or Y IL ze, Ino Md:he�;W L644ing FJW� AS:203 3) Cyclic Vt Per T 6- Tc-A npxt an 1) Air Infiltration Testpff FBC, TAS 202-N -BY9WR CORW (PafRW 1DYLammated)Whkte Rigid PVC Exterior ftowions for 0 the. use bkL-suCh produ& of MterW Wiffiin lffieirjudSdj"_�k�=. RER iesennes the nght to revoke this accepume, if it is�determinadby.Afinai_� ComlyProd=tCcc&&Secfim&at:&ippw&xtormgefW fails to along wilkmariced-W dmwmp and MA211ation diagrm ot L myl didnig- glass d" rqWed 2) Un&bm. Static " Prffa= Test, per IFBC, TAS 202-94 Windows and Doore" dated 0&13/15, oqfiring on 0930/19- L nK--t &.e requnaumts ofthe aFphq"tb1c�1d*gco&_ byfuMation Test� lab, lnc,� Test RVmtNq.FTL 9717.,daW. l2M7,q5, ugned and 3) WaterResistance Test, per-FBC TAS 202-94. I � 4. Notice of Acceptance,?;o� 1"712.02 issued teENERGI Fenestration Solutkms USA, . I This productis mrwedes describeAhetein andhasbeen designed tD cwnply with iheFlq:ri& Buildinge-ade- seated by1d*nis_0rte?XP_E_ (rest fqxxttevau4 oxom�li� an,d,02)2,,Vl0) 4)1'arge Nfissile In4)2d Tist per FBC, TAS 101-94 Inr- for tbeir -TANT 3040 and Lighter Shades b;ors kZ10 g_tkejjigbLV.,ffj3a H=iQa0e2;0n1e_ Y Z Test repoa an, 1) Air Iiffiltration Test" FDC, TAS 202-94 Per 5) Cyclic W-md Premne Loadingper FBC, TAS 203-94 Extrusions - for Vi mdows and dated 19,q5116_ eqyiring an 01%21- MSCRjM0j*,:,gi r.100'�70,rM,"Viayl Mdi]]g JR*infarceAwh"9* & 13,0 rorners�LJVU. Glass Door 2) UnifouaStatic Ak Pressure T", per FBC,,TAS 202-94 alang wit bmaarlmd-updra;yings and insWixtion dqpm of vuryl sAding g199S door prepared Notice ofAcceptance No- 1"712.04 issued toENER e—nestra SolutionsUSA, 'GIT -4PPROV-ALDOCUMEN-T.-Drawing-No-MD-5-i-f- -G.DRevB,Iided"V-myiSlidn�gGlnsl)ocmNOAg-AA)- sbeets 3) Water Resia� Test, per FBC, TAS 202-94- V FMMft_ Jq= Testing I_ab and InC, Test Rrport No FTL 8552 ed V4n AWd Inc far their "llronw and -Lighter Shades of.Cap Coated Rigid FN 'CExterWr . 1 through'21 of 2 1, prqmedbymaurdackirer, 2/6 igned and sealed by ftedlo/05115,andLbar rVised Ono P,) I� S 4) L;rge Idissik Impad Tea per FBC-TAS " 201 Mled bYL Jfth3jS oftega, P. E (rest VePW leViSed OIL 02/15�'2016) �Indaw dated 0 9115116- expuw on 0-411620- Extmsians for W s and Doors 'j"712.03 A. LynftMAff, P.E_ bea in &e miami-Dadecountyproductcontrol Re..isionstampwiththe Notice of C�t& VTmO PRsgm loading per FBC, TAS_ 203-94 T Test report on 1) Unifoim' Static.AirPtessuse 7eA_perFBC, TAS,2202-94 issued to, ENERGI 4- NoticeofAcceptance-Wo-', FMCSft3fiA0nS0h[fi1D=,USA, "White Accept= e number and expirabm date by theMiami-Dade Cbn� Fro dac t Control Sectio n. .6) Famed TA5 202M 2) Large Miss& Impact Test per FBC, TAS -201-94 Inc- fix tbeir Rigid PVC Exterior Extrusions for Wvdows and Dook"dated. kCT kDNC omd gs tiond Ao madbeO-up draw,"in zdin�, 98= ofvtql shding 0% 46m. prepared pg .4 3) Cyclic Wind Pressure Loadingper F3C_ TAS 2019 WAQ117� eViriuy, on 0218ag_ Ij=ft8tiGn9: by`Fenest� Testing Lab, Inc� Tat Rqwrt-No- FTL 95-46. dated 111,06115,stned an& along with mzked­up dmving and msWbtwn diagrarn of viql shding g1m door� pRT=d _XePMt 1, Testreports 10-O&MO512 per ASTME-K No(s)., 10-W��79AAJ, T, 53-57 1� See tabke 1 (sheet.Z) and WAe 2 (sheet�l) fbrappUcab1eSGD uniraizm design ptmzTes, minfbtrwaentsqjxs� sealed by Idahnis OtteA`P_ E_ - (Test repoitimised on 0 bW 0 and 02�1 IP-01-6) by Fenestration Testingtab, Inc.. Test No._ ]Fn L66" (_.WWjeS A-1 flffU A-221 dated ASTIM1929 and ASDO-635. k%,wd by-EX0VA to Vision Extrusion for cellulosic glass qrpes, silIxiser(see tE�bles B-I & E-j,,4x4*7._8) md�a:nchorjayon�sbect&mqujje� in 11 d1ru 16- 3, TegreoW,�a�l)Air-bffitr�t,='Test.,pffFBC.,TAS�202-94 - � y,JbW,, A 11 /19110� sig;ne, d and sealed b _Causo,­P,E..(Snbm&W oqd4ff,,N0.4.X0.-J11- C0H4)GsftC B=C621 'N" ,2. Rigid 'Wte FVC�-T=Q;Dn-wbde) RWd PVC andBroun coated (Pki:ntedorlaminawd) whse RjgidFVCtobe 1SC S 2) Unffbini Static Air Press m-. Test'. , JA 202-04 per 0M. 64) (Suhmh*d zmder 1 0-4 Alo. 11-01#7,04-) 3) Water Reabstance Test, per FBC, TAS 202-94 8 Test report on 1) Air hfiltration Test per FBC, TAS 202-94 8- Notice ofAccWtance No. 14-0916.11 issm" to Mmiray Arnerica.,, Inc. for their 1 Epess c�er&ledocis�nnvft ccn*y with min ckarwidthorhe��per­FBC mquiremmt as -pp&kle- geMksilelmpadTest� MCJAS201-94 2) Unifem Static Ak Pressure Test,, per FBC, TAS 202-94 cqymng "Seit-try 9 (Clear and WWw) Interlayer, on07/0VI,8. 4. Fock-etwa&undL-rseparateapprm-AtobefeviewedbyBuiWiagofficiaI Cyclic Wind, Presswe Loading per FBC 7 TAS 203-94 3) Water Resistance Test, -pff FBC TAS 202-94 9- Notice ofAca No. 16-1117.01 is�, to Kumay.Amnica., Inc- for their TtanCeL L-ABEIMiG., Eack unit " beara p emLaamt laW with the KftrWsnaaw orbgo� city, state.and serimr and 6L) Forced Entry- Tiest, per FRP�; 1AS_ 2024" 4) Lwge, NE-q-0e InVact Test per YB C, TAS _ 2 01-94 ­Tra&o1& Ultradear, Clear and Color FVB Interlayerr, cq&ing an 07M849, g 3191enIEUt 'Muni -Dade CoUntyRbdwt1Ccntrol Appro�, not5d ba*= W1 I -add' bfi 44i ss dw xp-a 'd thbiadpedi U�m,vi, dia ina - fi gram mggb ppm 5_� C 'y� Wrind Premne LoadingperTBC'TAS 203-94 W RuiEwAL �of mt�s-NoA be rm"ered a&_rz lewwal zjVlicahm Ims beeafiledmdthare has becano by Fenestration Testing lab, Inc_ Ted Report No- FM W47- dated I W1 5, s*nrd and 6) F omed Entry Test: -per FBC, TAS. 2(P--94. TATL�_7s c*j=8e'ia &L aPF&RbjebU"Mgc_0de lVaff fttjMthe_Ped=aWe,0fffi,j&Prodnd, se*d by'IdWa*.,0r[ega, P_ E,.(Test report mised onXA546) along with makked-up drawings and fistallation diagrant,of vinyl sliding, Slass dam prepared -ttff ofcionformance with FBC-5&E&tion (Z4D14) and FEC4PEdition L Statement le ERNaN,Ajj0.­, ftl]�SNOAVnill T _% occurifter theexF&;afimfteoriE1hj=hasbeena m7isimorchvwin the 4- Titsl tqW oft 1 AirliMbbon, Tito, per TAS202-" byTenestrafimIesting I-*, Inc- Test RqpoltXb_YTL6337(iirqp1es A-1 thru A-5,�, dated ed (207� ig%W by manufacturer, datf d 0&114/17 signed & seal by Lym Miller, RE. nutesiak u", aa&hrUkM=&CtUre1Dffi* & as. orpr9MM, Nfig;t�* of&,S No a _ nftdorsemento L f mypro& 2) Uniftm Static Air Ptesmue Testr X FBC_ TAS 202-94 orge A_ CaUso, P YO 12JWIIO E_ (SWhwhW under 1 -4 No. 11 signed and sealed by T 2- Statement lett er ofto financial interest, dated 0V1 8117, issued. by mamfkturu, sigiwd for sales, Of N0A.F"uw.­u),v"Vlywj&wW anY 3) Water Resistance Tf st, per FB C, TAS 202-94 0.107 09)� & Sealed by LYM Maff� F-E section-oftlus NOA aballbe mise faf NOA_ P 1ft&.kW Test pff FBCz TAS 2-01-94 V 4)j_,. -met, part of the �above test xports� 1 Letter. of lab compL _4M1'F_RTisE_mE-N7T,. iheNoAnumberpreceded bythewords uinni-Dade cuumiy, vloii� and followed by the 5) C� Wind Pressure Loadmgper FBC, TAS 203-94 '' C. CAL CULA-ITONS, 4� XEIL-Test Proposal No- 17-0397. dated 05M5,117, signed by Ishaq Chmda, P-E eVirat= date =y-be di�playedin advvrhsing lamvhme. Ifwypofliian offlie NOAii displayed, then it sha 11 be 6) F=Xd Entry Test, -94 PUL FBC, TAS 20'�L, -20 done in its- entirety- Aong wiffima&ed-up dra"gs =4 mstaMtionL"== DfVin3d sWing glass dom prepared by PGT &-ftd 11%'l 52nd last mvised on 02)15116- qp3ed and -sealed by ;Q 0TE[EX > INSKMON-XcoP3�0_fthis eatke,NOAsballbeprovidedto theuserby&_- mwm&dnmr or its &%b*&cna:nd by Fenedration T6sling I.,*,- Ini;, Teft�,Rq)oftl�o_ M W4S: dated 12005� si -and gned An&=yI- Mlkr, PE (Svbfft&edrmdor2V0A JX�x 15-121# OIX I- Noticeof _AcCqA2nCC Ne. 15-11219.01, issued to PGT-Industries, for -their Serim sh" be available faf kVectianot thejob site at the requestofte-Building Official 2, GU2:bag toMplieS Witb LASTME-1300-09- -557012 77r Vinyl Sliding Gkss Door �Reidojmed) - L.MV' egiringon "1*2 1 0 This NOA revises & renews -NOA#244t29.0-5 and ccMisft of this lande.videwtpeSesE-1,E-2,E-3,F,4, CD _') 4 6L as Wen as E-5 & E- appmt-al document menfim*d abow. Vie submitted docutnen latka was reviewed by lshaq,l 0mida, P.E. lahaq I clazda, -PE, N441 Chanda.L P.E. lsha4L MUM& Product Coatrd U-mit Sd pems&r Product Cubrol Ukh S%.rvi.F Product Control Unit Suptrvisar crk (U - CL _NIDA Ne, 21-4145.03 NOAL No� 11-0205.03 NOA No. 214209.03 CD I ZIM �pprwrsd%tet Mimi 25,1811 Approval Mite,"lUrthIS., Ml Appiovi I Wii�, Mirch 1-19, 24:11 Lo G, n-14 Appraral DabkMarch 2,5,' .0.21 Pagel 1-1 1-2 1 �3 < _C, > CL �a 0 0 PGTIndustrirs, ln�. CGIIWW'daws and Doers, fac. PGT Industrks, lnr� C. us 5; 6, 0 W IN OTICIE OF AC CEPTAaNCE E NIDENCE IMIYTEJ) NOTICE OF AC-CEPTAXICE: nIDENICE SUBMITTED NOTICE OF -ACCEPTAINCE. E VIDENCIE S 2. Evidence Submitted under prnious:subndttal E. MATER]ALC1RTMCATj4DNS(c4ntin") 3. New EVdence Submitted A. DRAWINGS E A. DRAWINGS 1. Dtawing No. MD-5-570.0 Rev-11, titled -Vmyl Sliding Glass DoorNOA a3q', dwds 1. Drawing No- MD-_5570.0 Rev B, titled -Vinyl Sliding, Glass Doot-NOA RW, I sheets I I throng 21 of 21 - prepared by tnanufactuf er, dated I OJID5115 andImst revised on through 21of 21,pmpared by manufaeftner, dated 10*5115 and Lutrevised on 021OL21, Cn 04=0, signed ;�; sealed by A- LynnMW _lkT, RE- 6. Quanex Part,Dw coqp1*g with ASTM C518 TbernW Conduc$&y1_22 BTU -in/ dped and sealed by A_ Lynn Miller, P.E_ hrA tz--F. ASTM. F 1249 ViTVIR-Pass, AS-IM D 1434 Argon Pemeance.-Pass, ASIM E Ing Note�lbswvmmccnsstsrepbcenientofsmcexLqi insta&-mon screw with.flat head- B. TESTS 2,189 LG_ Durability -No For, AS-A4 E 50 DtWL.Paint Developtomt -20-F in 418 hm- CD 1. Test reports ow 1) Air Infiltnition_ Tat, per FBC, TAS.202-94 (SWbviftted utiderAbA No. 1"40LOA 2) Uniform Static Ar Pwnware Test, Loadingper FBC, TAS 202-94 7- Vium EAntsions, Ltd - Parts comp1jagg with PVC-AAMA 303-13, Vokutaly Speddeation . , B. TESTS 3) Water Resistanx�e Test per FBCJAS 202-94 fm Rigid PoWiia3d Ch)mW,(PVQ _Eit� Profiles for VW.m Dftuixm Ltdt-VEVI by 1. None- 4) 1mge Mssile In4mt Test per FBC, TAS 201-94 15- C, CALCULATIONS 5) Cy&c Wind W== 14admgper FBC, TAS 203M along with, marked up dramp and In"12tiM dMV=0f" PGT JndUSt=, Inc 8- Visim F&rusim, Ltd- Parts,complyragwith TVC-fi"0k4,303-13_ L. None- rqmentative muts listed belaw and tested to quaW Dowst 791 and DowA 993 silicones� (Sub,7thWunderX0_ANo.'15_4 05) prepmd � - Tmes ,y Vation Testing Laboratory. Inc-, Test, Reports No� 9- PVC-AAMA "343. Volunlay Specificatim farRigid Po�y�yl Chloride (FVC) Exterior D. Q1TALTI-V7 ASWRANCE LDade FTL-7897r PGT PW5520 PVC Fixed Window (unk 6 in pn"sal), dated 09�03114 Profiles for Visim Extrusions, D&ZVEX-1 by AAMA Fmcstration Exte&r Pmfile Nfiami Dqmtment of Regulatory and Econornic.Resolur-es FTL-20-2107.1, PGT SGD780 Aluminam Shdin Glass Door (unk 7 in prop=4 FIL-210- Ing Clef tificatim Plogrim 2107.2. PGT CA740Abm_ Outrwit%rCasemew Wm4ow, (unit 8 iftproposal) FTL-20-. 10. Notice of Acdeptance No- IS-1ZI7.14b%ued to Eberp, Fenestration Sohifim USA, Ihc_ for E, 31ATERLAL CERTMCATIONS. 2167.3'PGT PW70O'A Ahmim= Fned Window (unit 9 in pqos4 and FTL-2"107 4_ tbeir "Tan 3040 & ftht Shade (non_WW) %W" Rigid PVC Exterior Ex"sions for 1_ Notite of A0XVt=ce No. "ID5.02 jWW to]CuraraV Amerim Inc. tortheir PGT PVn62 OA Aluminm Fixed Window (unit 10 in pmposal) dated 07/13120, a signed Windewtand])oors7, expicirmon02AHJ21. LTMackar, Clear, and Color ]?- _B GbM IntalaVel -, OpMg M 07,DW4 and seaM by Idabnis Ortega, RE I-1- Notice of AccepUnce No- 19-0122.02 issued, to Emeto Fen"ation SoUion, USJA, Inp�,ft 2- Notice- of Acceptauce'No. 17-#808.02 imW to]Kuraray Atnerica, Inc. fortheir 6 tber spes "White Rigid PVC Exterior ExhmAwns forWindows and Doore-, espinng, on 'SentryGlast (Clear antl Wbite) Glass InterlayeW, oq"Mg on071C4P23_ C. CALCULATIONS 3- Notice of-AcceptanceNo. M106.10 issued to Vision Exttasions.Linifted fix L their!snwn . 1. Anchor verdicatm calculaii= and struct=1 an*s4,,,compJy* with YBC 71*1 11- Notice of Acceptance Nd- 2"203.03 issued to Emn-pTenestratian Solution, USIk Inc, fu CoaWd (Painted or Laminated) White Rigid PVC Ex terior ExtriMm for Windows Edition (2020)� dated OV22020� prepared by rinnu hetumer- AWd and =Ind �Ujr --Rronz# & ftht shadeL tbeir cap coated Alhi* Rigid PVC Extff-ior Ex"sions1or ex and Doot t piring on WBM4� 0 Antbqn,yL,ynnM1I1,er. RE, 2. Gbzu* complies with ASTM EUVO-K -0, -11'and -16. 'Windows and Doors7, expiring. on 04A6P-5, 4- NaticeofAcceptanceNo. 19-1100.11 issued to Vision Exwziow Limited RK their se 'ITE1000-Tan =3 2012 and Rigid Cellular PVCFiterior Qrj.�urry As suRANN-cE F. STATEMENTS Ezirusioms for Windows and Doors-, aqAting an 12t29/2 1. 0 Miami -Dade Department of Regulatory and Economic Resources (RER) 1. Statement Idler of confonnance to FBC 7* Edidon (2020), dated 04i21M issued by Lby -IS CL Uf Anthony LYM Mifier7 RE acftUer, *Dedand W _=a AW IF, STAMIEN E. -MATERLALL CERIMCATI(kNS 2. Statement lefter of no financial interest and -of ind�dent, ksued by, manuf2dwer. dated _1, LMI by 1- Statement letter of confotmance to FBC 71& Edition C-020), dated Onjo ed L Notl-M of Acceptance No. 10-030-5.02 ismied toKurarar America, Inc. fortheir . 0-4/100, -ss-gaed.apd,sealed by. AnthaqyLym MIler�:PT- mawffactim, signed and sealed by A*honyLynn Miby, P.E�' Cl) "Trosifolt UltracWr,' Clear, and Color PA'B G I lass Inurlayete, mpking on [ted`o_3[304� au&sjjPM by 'a 3. Prj�ate_ Lajj�j� AgeMent doaMXat be tWeen PGT- da 2- Pthmt,e Labeling Agreeft=j dated'03/0&?l b&WeM'PGT h&MUies, Inc. =d CGI Cz 07/0&24- Wmdows and Doors 1w., signied. by Dean NL Ruadi� RE, VP. Engineenng, on bdialf of Notice of Acceptance No. 17 -0803.62 issned toKurarav Amaeiica Inc. forflie& "&%ftyGhs2 (Clear and White) Glass Inter-laver5r', oq* ing on DIMV23. G. OTHERS 3- Nofice of- Acceptance No. 1841 K10 iss� VWon Extr=qw Lm3drd foT their "Brown pdate0o L Mis NOArevises NOA# 17�0420.0,6 (PWwfiCGID, and u -YBC2Q20(7*Edffiou), G. UTHERS Coated (Pain*d or Laminated).White Rigid PVC Exterior Extruskns e3viring GOWL L. 11m, NOA revises & renews _N01a,20-0 42,9J9,55 PLAw/CGI). eVirimg "I +2C for Windows and Doors�". eViriffg an 09/30/24� 2 REK Test propos& 41.9-1155 dated 011.10P-O approved by Isbaq L Chanda, P�E_ expiring 2. Me ru=1 associated PL4L CGI-fik #IM20&01� o*ing,04/ 141 1 26. 4, IN10tice of Accepitance No. 18-1106.11 ismwd to Vision, Extrusions, Liniked for -their "VE 04/14al., W series 16H Tan 202. and loter shades (Non--Ulite) Rigid Cellular PVC Exterior Extrusions for-W11ndows and Doore', vqiring on 12P-9/21- rtbaq I Chau&, P.E. hh.wq L Q�awb, RE. Product lcou&A UUA sup—ar Product Control Unit Supervisor _N-0A. No. 21-0205.93 NOA Nm. 21-02V5.81 < -NOA No. :I-81w03 Fxpirafiwa Date- Aprfl 14,20-A, ExpiratiozDade: ApxR14.1026 ,E-x*r&6*xLLNt*z App] 14,210116 ApproTall4te-3 11aircit,191, 2021 Approval D'ate. h"ra is, 2(r.1 0- ApprovAl Sftjj 2_ E -5 E4 SHEET NO. PA 1.3 — — � I . , -, - , � - - - - 1'� .... - E�Az OA*4pm�� /T1_LTE_( "e" TILLIT TESTING G ENGINEERING COMPANY . PROD CMKKAL 2 Z-2--TEST REPOR-TS: Large missile impact and fatigue load test$ were performed under Protocol$ TAS 201, 203 as persection 1626 of the Florida Building Code. Uniform static loads fRDAUC1YAAUQAT1QN RtPOWf NO, 2 0-4729.01 13 6. MATERIAL CHARACTERISTIMIM SPECIFICATIQNS: Shall be strictly In accordance with General Notes and Components indicated on I sheet 1, 2 and Z2 of 26, of Product Evaluation Document (P.E.D.), drawing WATTFRA.T1LL1T..R,?_E. ___ — . tiltmo@aOLCOM FL PZ L— , � � W, FL C,A. U­,,� N1,, W06719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No-20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-669 dated 08/09/19.96, #96-570 dated 0911 8/1 996, 26, of Product Evaluation Document (P.E,D.). drawing No. 20-176. PRODUCT EMLUATION REPORT #96-T30 dated 0912011296, all three Signed and sealed by Hector M. Medina, I I P.E., Fenestration Testirig Laboratory, Inc, reports # 2032 dated "16/1998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 7. IMITATION$ AND CONDITIONS.CIFUNE: REPORT NO.: 20-0720.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaospada, P.E. and Henry Hattern, P.E. 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26t as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shuttm signed and sealed by Frank Grate, P.E. prepared by Tilleco, Inc, and signed and sealed by Walter A. Tillit, Jr,, KE. PRODUCT SUS-cATEGORY- Storm Panels Z._3._1TR_UCTURAL9NQINEERING CA]JGUL&TKW%- 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME- 20 GAGE GALVANIZED STEEL STORM PANEL On 20 43age Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel defined on section 1620.2 of the Florida Building Code. MANUFACTURER. Global PiwivAon Products i10. length based on rational and comparative analysis, and In accordance with I , 7.3. Product shall only be installed Into poured concrete, concrete block, and 4800 S,W. 51 Street section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, wood frame structures. Davie, Florlda33314 dated 11103108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E, 1. PURPME OF EVAALUATIO, 3. MISSILE IMPACT RESISTANCE; Product Evaluation Report prepared by Waiter A. Tillid, Jr., P.E. (Florida License This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System Large missile impact under section 1826 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID#1 900) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. ' 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. 4-0 N D WA VS RESISTANCE: ik000lofflul", #�11,jp� N, TJQ�*,. ��. -, - �. , ,� *,, 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind I Maximum length be indicated lo A��,,e .� . I ,*,,-' , :,,,:kN �-,'�\ - -e . Phoe'-- t , 1. t This produd is being issued an Evaluation Report as described herein, and has pressures. panel shall as on sheets 6, 10, 14, 15, .� ��---) 3 1 . 0 44167 -� = been verified for compliance In accordance with the 2020 Seventh Edition of the 16,19, 25 and 26 of 25 of Product Evaluation Document (P.E.D.), drawing No. " r,�_ . -_ !, - - =__* ! * - Florida Building Code, and to verify thM the product Is for the puirpisBai intended 20-176. Maximum Anchor Spacing shall be as Indicoted.on sheets 8, Q, 10, I 1, ', ! * 7A �,- A,_'.,, STATE OF at least equivalent to that required by the Code. 14, 15, 1 7, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.), 1 ,- , ."., , I drawing No. 20-176, / If , W '.., , I .. I - " This Product Evaluation Report shall be subject to review and revision In case of I I'll - ..... I I I'll I AIL., I , a Building Code change that may affect its limitations and conditions 5. INSTALLATIM: k 1, % 'flooll % I Installation shall be performed strictly in accordance With details indicated on I EVIDENCE SUBMITTED, sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of26, of Product Evaluation Document WATILL Di� TtLTr!coAbmoN REdORDS 1F.E. REPORT.20 tGLOaA�PRPTECTION PRODUCTS, LLC � 20 GAGIE 2.1-F MUCTEEVALUATI POCUM IENTM E.D.)w (P.E.D.), drawing No. 20-176. (Minimum separation to glass shall be as ,GALVANJZED STEEL STORM PANW OWA9 9 20-ITS � REPORT# 2M72&G1 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANIEL", Indicated on sheets $, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. (P. E.D.), drawing No. 20-176. Tillit, Jr., P. E.; dated 07128/2020. This drawing Is an integral part, INAIII!,11 Evaluation Report, %%l III k fi�vi�,,,, I , otoloIlIU1101", S"I's N , Ti441t%, ,,*O�' � ... �', %, -- _.. I -, .0 . .. - "..� '. C, V\c I - , ; _ - I . . . 1. 1.1QY; .�-- � . e I . V� -5i ,,' 'ENS, - �-. , i� S:��., \yi:, ,,, - -� — , 11 . it - k— ', - , ­ __-1— --- - No, 6 , = I *: . = :*3 Q-- "l 67 ­ I . S .*= , * 1. = � 11 __1 Z � �'. I-- i Z : -_ Z -4 ,.o--., STATE OF --- �, %1-0" A, - , " -,. 0plu� �. -, 1. , ej­ . 0, 6K,-,­ � � � , . , ,� . " Rii ., ... .. . I—. , ...... 6355 N.W. 36th StreoTI Suite 305, Miami, Florida. 33166 - Phone: (�05) 871-1530 - phl�"ROA_ ..... , "OnFol, A ,� 1111444 ,it 1 141 loll" I] 11 GENERAL NOTES- — — __ I. STORM FARM. SHOINN ON THIS PRODUCT EVALUATON DOCUMENT (P.E.D.) HAD BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE =0 CAh EXTION) OF THE FLORIDA BUILDINO CODL DESIGN WIND LOAM SR44LL BE DETERMINED AS PER SECTION I= OF THE ABOVE MENTIONED CODE FOR A WIND SPEED AS RWARED By THE JURISDICTION WHERE THIDEE SHUTTERS WILL BE IMITTZB AND FOR A DIRECTWIALnY FACTOR Xd-0,85- USING ASCIE 7-1 6 AND SHALL NOT EXCILED THE MAXIMUM �A.S,O.) DESIGN PRESSURE RATINGS INDICATED ON SHIVETS 7 THILI i2. 14, 15. lfi� 19 At 20, M ORDER TO VMFY THE ADM CONVITION. ULTIMATE DES" WIND LOADS DETERMINED PER A= 7-18 SHALL, BE F#W REDUCED TO X&M DES" WHO LOADS EFY MULTIPLYING THEM BY 0.6 In DAM To COMPARE THM W/ MAX (ksp) DES" PRESSURE RAPo4GS INDICATED ON SHUTE I THMV lZ 14, 15, IS, IS & 20. IN ORDER 'TO MWY THAI ANCHORS ON INS P-E-D� AS TEM WERE NOT OVER STRESSED. A ,"S "EASE IN ALUDWASUE STRESS FOR WHO LONOS WA8 Aa USED IN THEIR ANALYSIS, FAVCNERS SPACING TO WOOD HAS SUN DETERMINED IN ACCORDANCE IWIN KID,& 2018. STORM PANEL 'S ADEOLMPY FDR IMPACT AND WIND RESISTANCE HAS BEEN YERM 94 ACCORDANCE WITH SECTV" 1626 or T14E ADM MENTIONED CODE AS PER HURRICANE 1ENVNEERING & TESTING M, REPORTS 96-560. S6_S7Q & 96_1�x, AND IN , ROTOCOLS TAS-201, TAS-202 AND TAB-203, AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT WS-01-09, AS PER TAS 201, TAS 202 AND DES 203 STANDARD& 2� ALL ALUMINUM EXTRUSIONS TO BE 60"-76 Mj.0Y AND TEMPM (Uhum OTHERWISE NOTED). SEE SKV 2� 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL PAVE 310S-1414 ALLOY� 4� ALL STEEL SHEET METAL PANELS SHALL HAVE SFMCHUM QUALM STEEL ATM A_6W GRACE 50 MINIMUM, 0-60 GALVANIZED STEEL OESI"TION W/FY- 58.5 W (AFTER RMAJED). 4, ALL SCREWS �TD BE STAINLESS STEEL 304 OR 316 AltS SERIES OR =HBO$" RESISTANT COATED CARSOM STEEL AS PON o" $0018 W/ SO AM YIEW STRENGTH AMC 90 kW TSNSkE STRENGTH & SHALL COMPLY W/ FLORIDA SLALOM CODE SECTION 7411.3ZA� 6, SMTS TO BE ASTM A-307 GALVANIZED SPEO. 09 AM M4 SERIESS STAIMM $Tom WITH 36 kof MKIMUM YIELD STRENGTH. 7 ANCREM TO W94 SHALL W AS FOLLOWS- W ?� MTA4�AANVFACTURED BY I,T�W� BUILDEX, INC, (14�. F-3192 p-Q - $/4* If . 7/8' MK-tN ANOIORS� AS MARWACIURED BY DEAMT RC. (MR4, F­MDO p,.L) - 1/4'0 - 3/4' SOW-SV ANCHORS. AS DEMIROM SY ALL POINT SCREW. BOLT & SPECIALTY = (MI.- r�-3000 P,.,;-) - #14-10 PANUALATE FEMALK 10 do PANELMATE PLUS ANCHORS. AS MASUFACIPRED BY two CONSTRUCTION PRODUCTS, (MIAL f`F-33so Pxt) - 1/4-0 CF TAP-CF4P ANCHORS. AS MANUFACTURED BY TRU_rASr CoRpOPAVoN (f'.-3600 P..,L) A, 1) MINIMUM EMBEDMENT OF TAPCON ANOH� INTO POURED CONCRETE SHALL BE 1 3/4'; 2' FOR PARSAMTE FEMALE 0 AM PANDIALTE PLUS AMID 1 1/4- FOR CF TAP-GRP ANCHORS, A.2) OAX-IN & SOLID -SET ANCHORS SHALL BE EMMODED 7/8- INTO THE POURED CONCRETE. NO EMBEDMENT Iwo STUCCO SHALL BE PERMITTED. 1/4' 0­20 SCREWS USEBO SHALL HE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, No I" MINIMUM FOR WALLS WITH NO STUCCO, AND MAY HE HEADED SCREWS OR ALL DMADED SORE" W/o READ, BUT WITH WHO NUT$� A.3) IN CASE THAT PRECAST STONL PK= coNCRETE PANELS, PAvERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EMWK WALI OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PAN". ANCHORAGE SHALL BE AS WXnONXE) IN &I) AND IM X2)� (9) 10-UMUG-2maguElLOCL-wAli-AZY-9=W�� 1/4' A TAPOOM ANCHORS AS MANUFACTURED BY t� T. A. SUOUDEX, thtC� - 1 /4� 0 X 7/1V` CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT ING (WIN. re-1500 p.*,,'.) - 1/4-0 9 3/4 . SCUO-SET ANCHOM AS DI. STRo BY ALL PONT SCREW, BOLT & SKCALTY 0. (MN. f-190c, P.,i) - 114-10 PANELMATE FEMALE to AND PANELMATE PLUS ANCHORE, AS RANUTAMFIED By CLOG CONEDRUCTIoN PRODUCTS (", V-2071 p.1) , L,O% _ - Ile 0 OF TAP-CPIP ANCHORS, AS MANUFACRAIM BY M-FAST CORPORATION w- % I �Ial � . 01) MINIMUM EMBEDMENT Or 1ARGON ANCKORS� ELOD PANELMAM AND CIF TAP-CRUP ANCHOR, INIV Ift CON , "" BLOCK UNIT SHALL BE I 1/4-� 1 0 , R�2) CALK -IN & SMIO-�S&Er ANCHORS SHALL SEE EMBEDDED IN INTO THE CGROSCfE BLOCK Z : NI Otto 1/2- LONG ID-6INO =M. STUCCD�SWILL W PERMITTED, 1/4� 0-20 SCRENS USED SHALL BE I . '. E051, AND I MNNLW FOR WALLS WITH NO STUCCO. 1 .Ig�� 'r, E`3) IN CASE THAT PRECAST =ME, OR PRECAST CONCRETE, PANELS SFUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALIL� ANC -AM "I BE LONG DOAN TO REA04 THE MAIN STRUCTURE SERIND SUCH PANELS, ANCHORAGE SHALL BE AS MENDONED IN ILI) AND IN 61), (0 lg-.9219[abigL,ytf,Qo-419b.-SfT,QIFIC I _0 - iolqrx,�. - 1/4'0 7APOON ANCHORS. AS MANUFACTURED BY 1.1W. ;;;ILGEL, INC. - #14- 10 PAND-YATE F0044 10 AND P,ANBJ&kTE PLUS ANCHOM AS MMUFACTURED Ur MOO, OONSTRIXTFON PRODUCTS. - 1/4"t LOG SCREWS PER WcIL - 7/if'ot - 5/8' WOOD BLISHW, AS DBUROM By ALL POMN'T SCREW. BOLT & SPECIALTY Co, C- 1) MINIMUM THREADED PENETRATION INTO WOOD Of TAPGON ANCHORS SK&L BE 1 1/2- AND 2- FOR ELCO PANELMIX PLUS AND PAKELMALE FEMALE a C�2) M=,=EDS==OF LAC SCION, IWO THE WOW FRAME Leon SIOU, BE "2 &THREADED P BE CONSIDERED AS PART OF THE Rews" THREADED DON C,S) MINIMUM EDGE DISTANCE OF LAC SCREVS� INTO WOOD SHALL HE AS INDICATED IN THS DRAWING C,4) MIMMUM PDVRArION OF WOOD 13USHM SHALL IRE 5/8`� 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MMUUM SHOULD STUCCO 0415r, AND I' MIMMUM FOR WMU.S WITH NO ETVCOD. C.5) IN CASE THAT PRECAST STORE- OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EYJSGW WALL ANCHORS SHALL BE LORD EROUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PARELS, ANCHORAGE SHALL W AS MENDIONIED IN CA). C,2) & C4) W) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TRE ANCHOR'S MANUFACTURER B� PANELS MAY ALSO BE INSTALLED HORIZONTALLY POLLOARIG INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH to (SHEETS 4 THRINLIGH 6) EXCEPT THAT READERS 0 & Q SHALL NOT BE UEM S. R SHWI BE IRE RESPONSIBILITT OF THE CONTRACTOR TO VERIFY TK SOUNINVESS OF 'THE STRUCTURE WHERE SNUTTER IS To BE a AITAC14ED TO WSURE PROPER ANCROA� THIS SHUM S44LL ONLY BE ATTACHED TO CONCRM� BLOCK OR WOOD FROM: UILDING& 10� aCD4 REGULAR STORM PANEL WITH LENG716 O�V Sr-S THROUGH 12'-4', AS 9 & 1 12 RESPECTWaY., SHALL HVIE A LEGIBLE ANo Q MYSMSE51M246ONG IN ?EHATIOTOW &=AMkSEWDH WIPPILICABLE RVIRPOPOEMCWT DURING POROUS OF HURRICANE WARNING, 11. THE INSPALATION CONTRACTOR 15 TO SSAL/CMAX ALL SHUTTER CONFORM EDGES WIDICH REMAIN IN CONTINUOUS CONTACT WITH TIC BUILDING TO PREVENT WIRO/RAW WRUSIGN. 12- 1STORM PARE. MWALLAHON SHAI COMPLY WBM SPECS INDICATED IN THE DROMW PLUS ANY WtUDING AND ZONNG RECULAWNS PROVIDED BY THE JURISDICTON WHERE PERMIT IS APPLIED TO. 33, (0) THIS PRODUCT EVALUATION DOCUMENT (P�EX,) PREPARED BY THtS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SHE SPECIFIC PROJECT, Lo. WHERE THE $HE CONDMONS OVIATE FROM THE PX,D, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE $ELECTIOK, PURCHASE AM ITIWAL.LATIONI INC.UDING UFE SAM OF THIS PRODUCT BASED ON 1"S P,ED, PROVIDED HE/SHE DOM NOT DEVIATE FROM THE CONOMONS OETArLW ON THIS DOCUMENT, CONSITRUCUTION SAFETY AT SIT,- IS THE CONTRACTOR'S RESPONSISUTY� (C) THIS PRODUCT EVALUATION DOCUMENT WtLJ. BE CONSOMED INV" IF MODIFIED. � (d) STIE SPECIFIC PROXCTS SHALL HE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHCH WO L BECOME THE EW94MR OF ROCORO (E&R,) FOR THE PROJECT AND W+Jo WILL BE RESPOINSME FOR THE PROPER USE OF THE PlM, ENGINEER OF WOORD). ACTING AS A DELEGATED ENGINEER TO THE PX,D. ENGINEER, SHALL SUBW TO THIS LATTER T14E STE SMCM DRAWING$ FOR REIAEW� (4) THIS PZO WALL SCAR THE DATE AND ORIONN, SCAL,AND 51OKATURE OF THE PRGFTS$toNA, ENGINEER bi RECORD THAT PRCPMRF0 -It. 14. SHUTTER MANUFACTURER'S LABa SHALL BE LOCATED ON A READILY ftSILE LOCATION AT STORM PANEL SHUTTER IN ACCOSIDDINCE WON SECTION I'MAL3 OF FLORIDA BUILDINS CODE. ONE L48M SH4.1. BE PLACID FOR VVENrr OPENING. LABELING TO COMPLY WRH SECHON t709, 9 2 OF THE FLORIDA BmLDING CODE 7 Hnh .4 �� � i� -Alk- INSIALLADON INTO EXIS11KROURE12 12LIAILS FQR REPULAR FAME MINGREIE QR CONCRETE & (2 RLOQK 91RUGJURE$ PcHCRET, A.AXWS M so"" ON CONCRM ANCHORS solex" ON --\ = T SHEETS a TNIWW 0) CONMER AN4HWS =C fr= -;)] a ?"NOUGH 0) 'W—A.D. EXISTING CQKCRM ANCHORS , (i) ;a;,8 —Twoz 0) III, - EXISTING POURED 4 — nroo-� \ . __ . I MW �Y-4 = , .. 1. _ __ I 'w' - I --Cd.t,�, rr__�_ 1/'r I . rrz i OLTS c,Y I - I, '101M ! � �' I i 4 11- I I . EXISTING POURED Elo coom i i i i I I I V t WWANG POUSEDD '�- I i i I V 1 Cp� I R i - i I I I i t i __` - ­11 -I.,_ I ! ! - 4! -14 , � ; � I I ... t - � I -JZ-.V. it "; , � ,\ I , - Ir ,u\, , awl I ALL IML 9 � % wr I - ,T,�_ - I 1 vow SIM 0 rs I 1 ow She 0 - 12 I/r ot 12 'Ir � i i i I [ I Mit SAM" i _-�D I I I`*.`!. V 4114�, 022"s-i I I I I � AWL �,-M, I 10 Ql� __(1) , - - - ­' I- -- --- ---- �J,._-_-_ - .1 J, - - - � I ­_ aUst, - _� _2 , -_ _�_l __ __ - - --- ---r- -- � ; To WS& I I J 1 M-i- � I 1 1 � "Welol-it I : i a i i _ -_ I—' !­ - ­­111 _­­-­­.­, _ ___ - _­­ " ­__­ I-— -_ -_ - , , ___-f.-.:_-1- - -� - I -1 I I I I - -11. I - i ! --(�) i ; I i I ; . I i I I I 1, i i ! i Itt I *71 1 I i I i I I � I - I I -=I.r I I i I L i 1, I i 1 /'�-- I Wo to -I otorr ww te if I ' i OF' I D`SW " to I - --alan I '. �". ., � I wpm POURE0 E .P. CONCRETE (* _� � -t __ W;—,. I "., I 11 I i rXISTM P E�, ! � DoEnNo Pot-Ami 6, " iFL fitrr,".- - " up-mm IROUX � REQUIRED, I i INIR, "A 0 _2 %2,/2-0,_ ;, .1 qT.1_J__'J I - CONCRETE OR s2nLfl� I CONCRETE Oft i L GoNDREMM S== �� _____­_ ­1 W-- ; ! , " I :`�_�\11\ \1\TX\�1\1 " � __ � I L-1 REQLXREO� I I I - ..1. � 1�11R -I 0 K'A -V ",I I L't ­ , - ii _.___J =111.1 ,Mwj "/ " REGUIRIED, j� -1/'L. / I a lue, i / "AT � V-00,556-occo'CHM ; i r�P` -- CONCRETE =20--1 ,.# 0� M (D� Comoom W,04M �B__ ANCHORS ! CSID: SCNEDLU ON 10 .PM CONCRETE Awt�tm V.-I'dw 1\ I DRS: WKW= OR ENWM a lwotovc,; 9) -��;*T-Az 0) i SHMETS A THROLIGH 9) (SEE SWOMMMw" OM�­ ,� �EM 8 ARQUIA 0) WALL 111100W %m';i MU14G AND EWR MOUMM . W%,; BUILD ouT =110_1 SO, 3/0.1, NTING AUMMU ftff MOUNTING SCALE 3/8�t- I--,.--- __ - __ 1 1 1 1 V , %= - ; --(D I I F-D. -t=MTr .. SHEVS 0 I - .:)j ,_ V Z;W,- 11 T5 i I I � . T i I ,I- wm. I I - - ! I � � V-:L� " - I nwm ;, iont"Nothitto4o -top & BOTTOM MOUNIU405 CAN BE I � I 0, A. � 1,�e 1� N COMBINED IN AW WAY TO SUIT ANY INSTALLATION. I i ,,O " al�ILR p 4 ............ /,� " 's, , �' \)IUL'N,q%!VS - 1p I .. , .. � . I FLORIDA BUILDING CODE (High Veboo"X N cone Zoreo)l CS 34-- 4 1 - . - . i tto= TATEV), M 20 WE GALVANIZED STEEL STORM PANEL f,P- OWN 11". .*- � 1�` TATE . Z ,-&'.';�,,-,V,, - 0 � 21,_r� *__!_,_7,_,_�__ * � I -_ GLOBAL PROTECTION I PRO I DUCTS, I.I.C. *"'"%,,W`e` - Z �. �___ �_ - .1 " .0 - , , jo��/ I IE 46M $.*. $I SUoAE - - AM I'L =I WW:V * 1 4 W =1 20-176 XC IRIRA PAIXWMHM SCALE 3/8*11 .� .. , , � PHONE (W XWR_7tWiL F4L _ �10`01__INR , NeWAa,.m? � .f "Itr .... I. ;/,,�_ 11;;�� 1, CA-c . I — I - WA%M 4. WALTIA A. i&:', "C, III I I N - �-SKVI OF26 I A I - 1 . .. .... ,/ I I L I ECO thill ii_______ PRODUCT EVALUAIJON REPM REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCTNAMIE: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global PrOWAIDD FMoIll L 4800 S.W. 51 Street Davie. Florida 33314 1. PURPNE QF F.VALUAIIQN: This is a Product Evaluation Report issued byWAlterA.Tillit, Jr., P.E. (System ID 4 1906) to the Global Protection Products, Lll Rule Chapter No. 81G20-3, Method IV of the Florida Department of Business and Professional Regulation, This product Is, being issued an Evaluation Report as described herein, and has I been verified for compliance in accordance with the 2020 Seventh Edition of the ' ' I I I Florida Building Code, and to verify that the product Is forthe purpose intended at least equivalent to that requ Ired by the Code. This Product Evaluation Report shall besubject to review -and revision in me of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SU19MITTED- 2,1. F!R0DUCT ]EVALUATION DOCUMENT (P.E.0J. Drawing No.20-1751, titied'24 GAGE "LVANIZED STEEL STORM PANEV, sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr_ P.E,,' dated 0712712020. This drawing is an into, Evaluation Report. � RpoTvt , '4118 , , . y , 4, , 141�1��___,Z?�,�N,,. -11 L I . ­ .1% - 6355 NX 36th Street, Suite 105, Miami, Florida 33,166 - Phore: (305) 871- COMEQNENTS EQR REGULAR A UEE SAMY SIM, PANELS (SCALE 1/2-i') t__ ___________I5�HNF` (TrIAL, WVTH�-_------­---! r­----1SAW VOThL WIDTH)--—- ; 4 ­12,w 07FECTAT WiDTN)_____________________;, i I � i I I -------,.a 1/4'­­_____ I � i _________________4L2!W__- i . 1 r-lz,�O'-� I*O.- I ,`1_5W i o.". WAL i t _r , � -7- 1 . 11�1_3801 I �M.WAL �� I , � ^�, � , 1-n � - , __ - _T "IV-- __1 rkwmamm I I - >__h­< __ - � xr , \ - 'I' 1 or 1*1 - ASIM A t � , . ' ' / 1. i) /�-__ �11 , \ r GRADE 60 ", f 1, I _t' 1P ' oom, MR, To= REAMED I, � � , \2,�57' CALVANIM STEEL LOGE � , I 1-4 2.54�7- 1 G-W / I . -1 Z . ,��->x I TYP� ASTIR A-W . .2 - I _SEEWMED Top' -, I f - , 2 SEMMP \ - GRACE ED WAMIAW OCTAS. �T k� i MAIL - EDGE O-W GALY. I EGGS , IWAIL A � 1 480 � >i �� �� -Goo"ALL A I 4S.V L. L ------- 1. - __ I ---------------- - — "I - -I'- - I- ___ -1 ... � ---- I -------- L.-I . . . . . ___? s �A,0- �­_­ fL25O`__ It .1J (D STORM PANEL Q4 END STORM 2 1197*_1 1 � -7�- 3r, 11-1, -1 ______7__J � .... ­2JV�-- FAMM'S IND LP ,,-,,,,— . K'_ rikt -20 - . ,loo, 11 '125, ?so- - M - 3 ,I/- .-, "�,�� `-_ j i Too' � 1.2w* t %V � 0%02"O� �1 Twr- ��Ol mr � � ,_:t , RAMP , -1 L, 'IT, I -1 � i -_ L*_11.1_1=1_ , & I To ARGUE ", --,-"4 , - i ,�lz **. I It I � i 12 -I------- r M-7 II 1 1 ­_ * No 1 i7 "S' 'T" � , 1� 3�37S, - 09 I �bpo­ 1��. , S_, , �: I - :��w 2A . 2.060 . I low � ! SIX � � Z125. - I i I "' , , i Data I i_acli I 1� - — I_­1 I 75 1,__ NINWE�___ � it a L_ � : � � � � � lljw � I /1�� I l-, 111 I ��,J,Sl J i � i L, � TO, )�� --.i I DIV,( ----------V M­-___ i�_, ZOO,_4 'SW_ i� --- � ' /1-2, - O.� ROUNDED CORNIER 0 ENDS OF PAWL'S PZAL END UP W/ HUMD EDGE� r.\ !e� (N:r.s�t W (�) VLHEAM /-"N At= # MME WITH STUD @ AWL& MT14 kZ11 ROME = --- ----I VARIED I SEE DFT� I _ = _t __I I/t4 & 2/14 444 ' ___ om 37� ,374' DES- ---I �7!10` �- T ' 4 �390 . . I2 'OPr ` i - , I rr= A86- - Iii- �l"�-. J_ 010, ,I 20. 304 SE%m '_ W6414r" . ,�r r- - - " "' i I '-- __7 L__ I RMENEO � ' - aA� `� � I __ B . � . - G� , ' �', I_lO71_-- . �375" . I f Hl AMOU, 1 ! � , A25 I i �J i I - 1 J� 121/2 � I, . _�J , _ _J , I. � ", IS IT' ,� __T_ _ 0,0� 1-�'l 1 � L_L__ .390" 1 1. ,..,�r ,�k, I I . " _� I i-- 1 r C, 5 � _N;,L,M&:-,- __ � � . . � _7F ,&Sr -I li ... L_ __ i L__ — I VVENY POWID. WERLAP Y, - t - W.� -M, =1 I row I Mw 42S** ­ZOW-_ - -) 7.0 i Or (�) KEY, RM WASHER 1 . � 3 --t,­2!�: (j) or MWK ASM �R ZX *E`* IBM T E%M i GMto3S-JWR,) �-AANI _r_� � VAN't SIM I . 11 �344'* Voloion,"#% - - ____1 I � � I ! AM, IS' LOW . / i __ I - - �!,e�;!�� � : ��,�R\'. ___I 1� .- CENS '* _*r * r 5 � I LI; - � . \y e % ,,_� I � pK` -Te-.1.1 8,41.57"It, 5 *. S ... i - - - � 7 I I � I i No� 44115 '. A kL�_ 11 _J 1 _3�75 �, j , i i � I * I . FLORIDA BUILDING CODE itillo, Velocity Nu one, Zone) �Sr I r —_ � --, ixo:� - TILTISQ� voc. I ,��J.r � 1: T. NXKM % STATE Of 02M FR. I . n � WING NVt _&T�L 1 20 GAGE GALVANIZED STEEL STORN PANEL �la'r .0 . . .. I--.- -L=Z=T \ a% qO ., , ..-,- - - ____ ___ -_ , 4 I WA" ft I � * KEY H= � -I ­2,006�- W" re;: . , GLOBAL PROTECTION PRODUM U.C. """' &LYAM -N,-4,10 ?W�4 � .___ � /TT rX7"XI two ME C —0. �.., t, "Mr,%gr (1) X ALARNIONTI.Y. USE VANC MUT WOUT I 0411, , ALUMINUM AM MONOLITHIC WIN00 W/ AMBIONIM, m � to. - .4AMA FROM (W)W-?Nk W (04)M-M7 20-176 AtIft � ­_. 1W I TOM 4,H-HP, � * 4.1101MTZ -191= 04 SIX/eXPATAW/1�1ATE IS _`_F­__*_""__l - MWAN; � = -.,It I - I I I I "�* F4ZF=:Z=:�_-- vim 2 "a � I I I I I I ­­­­ I—' --,--- - - INSTALLATIQN DETAILS FOR REGULAR PANELS(T) & 6A M CLOSLIRES-DUAMM. JURMIAnim IN ?= COMBEIL INTO EXISTINQ eOURED CONCRETE OR CONCREI BLOCK STRUCTU Q%CRLTE I= 98 M 'OR OF `FA01M'4C W. CONCRETE AMXfDRE I YAUD EM M%M UEE SM AND E=Z HN RM 9MR-SM W ip"Sy W.-, I 1-9=10PPS I � I %WDLU ON mr, a & 0) 11", IS%= 9) r-1-4� 1. � I I —,it -------I N - f/r fiAo", I r W44 * "`* Iti . .*.,�, � I MIDDS"'i ; ,.r El " REQUIRM � � i I Qg;,_,R,Ac - - I \ '11114 , I E all" : Ft) 7 f.r-,* !­--0-T I — � � I I I ; � - — It I -1 T I 1, � ! I — -1 r I*. I` "1010 . f,l. t =Trm, I � - =1&04. 1�_\ -1 I I , , BLOCK 11 1 __01 L�_jr.j 7- = i i i 9 i 6 \ , i I � i i ! I (1);w inxl 444..z.. Qf6l., 11-_ - --__I_- - ___LJ I -AR"N' _�� — ,- --.--- L�__­_t______ ­_'­ - QKAI(Piml I I I ­ T_ I I W.W i ___ I 1 SM- I .___1I [ -9 r__;I , � ; ­.­ I I— - twy. I i �=., mn 1 r r.1..%r.. --on 1__ __*___ -­ ! I— I !__ IMMIM1.1 — i I __ =r.A:;"7. -, vv' I I I ... 1 - TZQ7- (D_*,� --'�D I TA, 1A id I I � on *.W i I 11 WHINAt We 1AVAIR I i f I I -:- [ , I i 4 1 .ip. I 1MV, --i I i ARN—WAU"T It . "--A­�D 77777,7777,77M . 11 I'L � i 0*10112,17" I I _T 0 I � 1 I � �_ \ i i � I � I . � f I � - I � 11-/ MF=_0= DURING, FOUM i vp, I I I t ---" ! i � i I CONCAER 09 , rj,� ! � 4E" OQMCMM $LOOK, f i REGRARED. I 1 =P� i I - I SCALE 3/16-1-CA15nAON) __,___J i __ CONCRETE BLOCK I . " , - W At"Ata I ] REOUM. L� * I ----------- li, MUN411i PAMIU PW AND AWSZk" � __ t-,�. M-4 IN - H '- =41 60 i ft%,� jWm 0 ..6 I CONCRETE ANCHORS , 'a PLUS, OR OF TW-ORP DeS SGRED" OR — _(�) I - - - .. - � I .1 I == ON UNITI? I 13,11d SKEVS a THROWK 0) , 1:MIL I .1 : W" S" all " g T , IM � - -- §LQ1I9fiA_A.AL§ , AMS, N,V�� / , le SCALE 3/0-1- __"MN 0~ WMIL-1, W%7 f we" we" . - 0 i *01. va _1W I. '—wE OF EXISTING - EDGE OWANCE AM, Aso - -,.w r IMMIR * INIEN I* WOE . VAM . 1�� ; r-0-0 F-,1"­ /I rwx ALUM, Tuw OR I* � � (SEE SCHEDULE ON 1� "M F ��W VISITING SSA11W/ PJ1 WOOD PLATE, SPMACMR ; SHEETS 8 & 9) V SOME 3/10�1- i 1! I <, / "' .�­Nooto wo , t _,�) / * , Nor I' Nor . MUDES . I/W i I _. TUBE OR I' . VARIES I X-SEMM. =110 PLATE SPACER � ! I ! �� r PIUM TOM TOP & BOTTOM Mou"NOS CAN BE -1. � � � I I I � COMBINED 94 ANY WAY TO SUIT MY EJEUI10 i . comcftw AMORO" .. i INSTALLATION, SCALE 3/16-11 t W I -XE - - i TRACK C0111, ­­ � I I awn. S) - ­­ 111-- � �] . ,%, f__4_(D 4 4 [W C:_ V '�qtq% I 1 .... , �,_________________ ` , � , '. Dotty �0111= _4­­4 = NO, WAM t0o" A, lt*� ,� �.4411�_ FLORIDA BUILDING CODE jbh Velocity cone Zone) i121 ..' I I Ax.� .. 02M 1101MIN W_ FA. ON �11 . o) 3 M., — , WL-W­%" , .* 20 UGE GALVANIZED STEEL STORM PANEL DIV," ft Z** * , ______ I I M, — GLOBAL PROTECTION PRODUCTS. U.C. '"f"I" xiloo, S�ftA4 a . - - ss��­­, /T17LEC0,...\ S_ -.,�.-, S TIF � __ DAM MAIL EQ8 $MERS UQMUD AT ME QR I "Mrn."AMW fl 9=tZ. 20 DAMM MIA= Spco�,_ I"'o X�EIQ�'�_* "I'm -176 i ;�).. , .or. ft. Do.).7... . 0WARee-ew . �9. .. ` _ . I - otetc, � PAN tP,__ - - %,�*11��' 1* - omm.� W, I - Ok- 0 2E;*4f . � M. F IRLWA A, &� Ax- - - - — =- ft Z 44,10 I - =_ - .. I I I UATIFONREPTIRT NO, 20-0727.02 2 1 1 � I Urrylts Ili: dsslle impact load tests were performed underSST0 rion 1600.1.2 of the Florida Building Code. Uniform 1709A.3. Der ASTM 9-33a. `Fpstrannetotrirt,onnIrpr1h, ­,--_,-­ , ­_... ­,", ­11-1., I - -s. ItI.-I-I.F.—.1-Y.H. loadings Per Protocols TAS 201 & 2103 as par section I 60q. 1.2 of the Florida Building Code, Test Report prepared byAmetican Tosti nig Lab of'South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julia E. Gonzalez, P.E. Tensile test report No. SCM-198 by 00 Metallurgical Inc., dated March i3,2009, signecl,and sealed by Frank, Grate, P.E, as per Z�M E-8 and Tensile Test .. per QQ Metallurgical Report No. 1 OKM-1318, dated December 1, 201 0 signed and sealed by Jerry Jacictfano, P.E. as per ASTM E-8. � I I Ift'll .. . A ENGINEgMNQ CAL&ULATIONS: On 24GAge Galvanized Steel Storm Panel formaximum panel length vs. design wind load, as well as maxintium anchor spacing vs. design wind load and panel length based on rational amd comparative analysis, and inaccordance with , section 1604 of the Florida Building Code. Calculations prepared by TIlteoO, Inc -dated 12/1 SMO and ,08/271113 (for this revision), signed and sealed by Waltor A. Tillit, Jr., P.E, - I MMIL9 MPACT RESISTAN-M Large missile impact under section I $09.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201, &WIND LQM35 RUISTANCE: 24 Gage Galvanized Steel Storm Panei has been verified toaustalti wind pressures. Maximum panel length shall be as indicated on sheets 3,9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175, Maximum Anchor Spacing shall be as Indicated on sheets 5,9,10,11,13 thru Ilo and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20�175. 24 Gage Galvanized Steal Storm Panel has been verified for code compliance to work as a non -porous, storm Shull assembly, as par SSTD IZ.99 Standard. ! PnIST N(I- 111.15117-11- 3 1 5. INSIALLAT_ION: Installation shall be performed strictly in aocordence with details indicated on sheets 3 thru 8, 12 thru 18 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-115. Minimum separation to glass shall be as indicated on sheets 3, 6,13,14,15,16 and 18 of 18, of Produot Evaluation Document (P.E.D.), drawing No. 20-175. ,6-MATER CHARACTER STICS AND SPECIFICATIONS; Shall be strictly in accordance with General Notea and Components indicated on sheet I and 2 of IS, of Product Evaluation Document (Il drawing No. � 20-175. Anchor specifications shall be as indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. "M ITATIONS AND CONDITIONS.OF USE: 7. I. Shall be strictly in compliance with General Notes No- 1, 6 thru 14, Indicated on sheet I of 1 8 of Product Evaluation Document �P,E.D.), drawing No. 20-175 , prepared by Tilteco, Ina. and signed and sealed by Walter A. Tillit, Jr., P.E. T2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Code, 7.3. Product shall only he Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. T1111t, Jr., Il (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-0006719). __ I I I - 1 1/4. 2/4, 3/4� 4/4, 5/5, 7/5, -*k,IW/10. 2W/10, 3VV1IO. 4W/10. *6/5 5W/10, GW/11 & 7W/11 r MAX AWHOft MR CONCRETE SEE SCHEDULE ON SHEETS 81 & S__ 2r MAX r'l, Wel;'7— -- FOR WOOD SEE SEC"ONIS ON SHEETS 10 A, I I I" MN17 , . - " a 0 6 1 - - __�__I__� -I__1_1_ --I--- -T- __­_­_'_T_____1 D.wam�)�@,_& ,,` T -T--T -7-7---r­ I --- F-7--r-T- � I � � I � 11 11 11 11 � I I , I � I I I � I � I tr_ . T I I I I I -(�), &(4. 6 , " (�, & 0 - I i 1 I, I . I / / J , I � ILI i- 1 /4 ED A �, _1___1 - -- - JL_ -_ -_ ­ --- 9 ___ , ___ — I I , I � T , - [I I !!J __ _,__T I/ I �� ____ � F i I — __­ R I I lq�vt t_// � i, I 1 T-40, 1 N�_ la " - - - - - � - I - - - - - /4- L -.- - - ____ i � UNBOLTED �� ,, BOLTED PANELS W/ 1 401-20.11 1 PANELS - S. M,EL SOLT W/ 7/4' x 3/32" 1 �, � TIONS _ iNGNUM 0 EOL OWRLAP (SEE SEC LE) , A � S /// _§ NE; AS APPUCAWA) I / - � J_ _L1, I I . . ­_ - --J--U I � 11 ' _�_______ - .--.- __ I / _� 7 _____ I _­_ — __n E, I If - I i i T - _' ' I / / . � - - . I � 1 1 DM�Alty4i:@-qk - / I � - I � � _�_ I�: i �: -ii __ 4 __,ii ---i4,---,W----ii,----;----,�w-1--,Q----- �� -, ' i___J 41 ----'------ (D-(�)�(�)+@- & � , . , I L - r um ­__� 1/4I 2/4. 3 4� 4/4, 5/5, 7/5, ;t: nox _l '. . / WIN, � 1VI 2W/10. 3W/10. 4`11V/10� i [�_6/5 � 5W/10, 6W/II & 7w/11 t ! ; i _ . ....... ... _ _____ANGDoW, FOR C'QNGNETE SEE SCHEDULE ON SHEETS 6 & 9_ I FOR WOOD SEE SECOU" ON SHEETS 10 At 11 _ REGULM SIM PANELS I & Q ELEVATIO HITS. 21ar 1/4' 1A.., GAP "MonOVERLAP .1 Iffim WLM ,,� r ---I, , - - I -- ---- __]i 1!27!!!;�� 1 1- ­--­--- _­­­ - N11 , I F I ./�\ Z111\ /111\ Z� 1/4' \ t I IN--/, 1. \_/ M". WW . , ..:. .. .... .�. FLORIDA BUILDING CODE (High val"Ity N�u I... zonellf Ll(�, I .1� 1Z . S "M Tum. W_ 20 QGE GALVAR1111D STEEL SIM PANEL FP. 4 ..* NO 44166 - DIWM aft � . . * I _____ ��� __ 5EPIIQN A- Z *, * . - - � GLOBAL PROTECTION PRODUCTS. U.C. `R`/N`M/eNN N.rS. t �* � I / TIL F MEC 0 I.-_\ 4M S,W. S1, STRIXT . � _ � . " Oil * " " INIAL IL S3314 20-176 .. Z�ETC - (MMoVe-730% 4AX, (9$4AM-MU ...-..*, , TL,tz ft.00 - ck-00017H, - - - WAWO W, -�pX,W"eXNX,UN,DAR, �` — T zm- I ; I I M I WALTER A r 5" J k RL , am Do . I - - - - - - -, I I - INSIALLA119H QUAM EN GULAR PANELS33-" INIQ EX19ING PQU ED CONCRETE-QR CONCRETE LOCK HHUCTURES I— — ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET $k_,_—, --- 4URM CONCRETE CONCRETE I FOR MOD SM SECTIONS ON SHEET 12 ___7 CONCRETt BLOCK I COW -AM BLOCK -211.110arm. 33* M.P. zer '. SECURED SCOOPED WOORM I I* W ANCH - �T_ W� (MIN. - VALLEY) -b6�4 11 14 wz WV* ____ W-Mm ��. ' I -p-olewo -I - ON' DULE OIL i F--W--=%R, sim 9) � l I low 01 1 %W 9) F-M I � IV ; f -7­1 1 i I � 14B .­- __ l �� I I � I - t I ____7i --I I I IT I �_ �- - � I i . I I I t s i LJ 7 i I I I ! i I i S _f I : f i I � � I 1 1 4 � I , i I 1 I � � I l I � I S& 1 � . I I i I � I i i I 1 1 1 .1 � ; ! ; � � I OF y I E� i I I 11 I I i ; � i i M!0' I �p i ; i i � t ­U I - � -3 � � i . - �� 4 1i � I I i i 1, � 1 I I i ; I I r 11 '] i , . � � I � i ts I I � i I I ; i � ! , i� .M W/ � I ; I I i I 0 ! 1 ,_I, I i I ; I i 11 I I I � 9 , , OVIALA'. , I �� � , et"Pu : i - , . I i ! i I � I I ; � I � . V 1*� - 1 ­1 9. I 1 I � �a I . - I 1 1 I I ! � � �-�i-1 Ifi I � � i I I � . � G, I Ir �4 W - I � I I 5H I I � f I ! I I i R i i � � i I 9 ti � I L___ __L�_V� � A - . I Li I ---' Itil - 11 , � � � 11 DIMI __ ­_ ,--r "k__ ,'� t 0 ( ----- - ­­ , J`­­ or I tJA`­,zIMl* 5 1/4 *-M. m a" I 46 4 1 1 � !" "n W/ I W _L� .. . I ; \ 1 - I I : ZA.K' 4­ -_ -1 wre .. ,i !I I . ;� I I , i i d I I w � � I 17 � � 2 I ! I i POW, I � I I � 1� I t 1 j I 1 1 ____ I_ � � , I l; 1 ! I i ! I i , I I - __ 1 11 i i i i � I . � I 1 � 1 , � c � �, I � �! ! I 1� I ;, , I--, I ;1 � I I I i 1 1 1 � i, i � IN I � A I I I � ! i i I � I � I ­JI-11-111 i I i I � I - =Xz; . i i ; I � Z* � I � I T I worn M. i � I I . -- � � I �w I ; 5�x i or V; =14 � i 47-i.10% I . OF *Vt' �� , �% I -,, .,--.- LOA-0 . 6 No I- Mk, I � , ! ; I " .,_,o or � --a I ; � [ �X_ �?M/ ; � MAX " I -___ANCHORS.' FOR CONCRETE SEE SCHEDULE ON SHIBET 9-------,j , � i I � I k FOR WOOD SIDE SEunoms VIM mim i2 I i 4 a � � I V I I I I � ! I i I . I f i � : EL I t , 1 1 i REGMARJUMM-PA, 4 A a ELEVATION ", � I ..T. I j - W ! I i i � � 1 I SCA , � I � � L, - ___._F__j I �_ ; � 114V IS% OMP --,I 2.67' i . .- 1--i I 1 1 i � i T — , i I f I ., , Jy4'oI­2Q93/4' S�& W i I ___L__l Oft OV'SAP "' VOW wacy) � . r 17 I * i � I T i I ; �(XV WING RUT � L_* W/,7/lrx? � -s;:�,:�--�--�- ��- K:?l � � 6 2 1/2 0,C, I i CONCRETE ANCHORS ',-- I I CoAt, � TIC'Em" ON i L--vtoceSTE Awmet, V.. I I CONCRETE MCHM i = e) 1/4, .t � L---(sm Samouts ON La I / (SM SCHEDULE ON ! I :10n) SHEET 9) � --- �=Ow 0. I I =m �AIIJIWAI �__�S,� ON ------ 91:%FOMOWTE: OR CA REQUIRED SLOCL WAVM SECURED D WA6 MOUNM DMIM LL DIREQ MOUJUING 0 IN IMI-A-U60 h I WM4 — ift .... I i!t:0% . **"**- � t"Fl.- FLORIDA BUILDING CODE LHigh Uccelfty Hur no Zone) * � - I - — � Z I . NoL 44167 . I. i AIM nutoo. INC, 20 WE GALVANIZED r1p. I -1— . I SIM STORM PANEL wwm 110, ED. - EDGE DISTANCE I ! * -. * :: � ;;A__W= I i F (SEE SCHEDULE ON & SOT" MOUNT04S CAN BE I - _7 GLOBAL PROTECTION PRODUCTS, Il SMX, ka 0 * , /T V MEM-01-- _-\ . BINED IN ANY WAY TO SUIT ANY IM S.W. St SIREET SHM 0) COW .j%. '! I INSTAUATI01*, I 1, - , lo. - *11q_"_11" 2031 4 ,*'1.k!,esi` '.7.'.7 20-176 gay.91-1tir—IFN I . - ., - "'ct', DoMM= Fft (ft .M,M_W �Q Z/ __1 DRAW" ft N� s7i i - . ,09_!�: 4A-000WIS - "Ib, oil , $0 " I , =Z:41. . , I - I - I . I *Mf W26 I I _11--l' 0 a) C_ (n ­0 —Cu > 2 ( D = ­-- .&,.a =3 2 a) a) CD 0- C: 0 _0 0 " = — 0) CU _6­0 0 -r3 a) -,.-, Q- W . a) _4­0 C a) = -0 0 CU 0-0-0 -cu -= * Fn C= 0 = L_ a- -2 = -2 a) ?i: M = il .0 -4- ca LL_ ,,- 0 — CU > (n — Cn _0 a) Cn E L_ a) _11--a 0 L_ 0_ C_ � CU -0 -.02 . =_ _620-0 cf) 0- < I 4 Z W, I \ mi _0 cr) M _r_ C� C= ` -�-- 5 ll L.- r , co Lo CL __ III A = rL " _,, X -cc - A M L_o - (a- -0 r__� L_ C (�,, - r-- CU I -----, 110 (3 I_ � __- C: C5 , � Y__ 13) 0 (1) -t� �v ,r-- I- 1� 6. C: - _�� < (1) L - < i.� -3! �v - '13. i - . - -) 1) - - : � �12 L: C <�'� , i �Z: .2 �,, .- a'. .. . � - , 3 - — ,V �_ �� o� C , Q-0 ft - I I I- - " - C__ C: I TV 0 0 , 'L lu Z", D ,= — I 4- -0 cc - 0 ILU I 5 i 4- U) L. (1) (1) = CIO M � L. L. =3 LLI :E < ;Z Z < --I OL -6--i a) 0) _= C/) M > 0 L_ 0- 0- < -0-0 0 =3 a 0 L_ 0- a) C/) M M SHEET NO. SH 1.0 NE S=.*W$ 1. 3 e 4 LW ay /a' 4 WALL AND FLOOR MOUNTING INSTALLATION FOR PA"CE9GMMI. 1. mmR°mlc Ou SCHEDULE OR SPLIT PANELS rs P•J -"' mwanc ARC Omac 0. I lPy { 3>+fiT tl 4 9} ' SOLIS PauFSD - I " / # � zig".=/a1a-a- rH2',:, +•Aa'-tl- \, DOIATlEIE �; ` I - �4•t � � ® ,urn Ix 2 DF ti 1 ' i. Wm a,e. uPa« 1J k A , I # ���L I SCALE T 4 pr 1 j 1 1 •".. 1 � i PANS W -TY � fYI«L .iibaAAUA.� # • �� _'.�' ,i�r. t XAGI PRS M461g a� DEW4 f / rVR.W • 1� SF'tA9fEt>� s.IRB i IVW SIDIWI PH6�4 a1- i �Q@LR. 3 e air i - ww-N AliT! 1» A,W _ N10113E Z. ROND " ON WS smim E i 1 I MnY. 2�6/,� Y ± DOOR-YPY iD. i. LIME OrONS on,1 I H 1Ae0W j 1 PoeOFS16-01 f _ WINNER i NU ,Ss.O p+l. -7x:0 PaL 1ALMON i 1 I I Y, mi �•sI.�RE� 1 I X� _ 1 1 � ea44 x t a Y� } 0tvroP x 3 tf ® - • t� 1 \ Muuax!N • fs¢ wLrox -F_ I SECTION X=X SPLIT STDIRM PAN ELEVATION i I T SCALE 1f4-(` DETAIL SCALE 1/4•.,1• •" ,� q SEANE 7 1$ EDIM: W JdETAIL�..2 MULLION SCHEDULE LIT i t �~ IF I 1 .' CONCRETE ANJMRS N t ,Ii1f213 s «9} 11111111/ # A. r L coNULTt ANCHWRA ) C=�= __-�i;---�o�N rt� «'wW`Gam e1EM B A, a) +`•.•,/ _-•.+, .A..:.,.�- ^-.._:aRt ,. 3. «. N0. 44187 �i SPANS yAW FO¢R�A,S.O tJ PRESSURE PAMG FLORIDA BUILDING CODE Ni h Vafoci Hu no Zone •• P,IPALUEL-FST�INNs it ,+. °R�NiE° zy p 'r O$0'0 T1'rcO' INC. 20 GAGE GALVANIZED STEEL STORM PANEL P. SECTION 1 q b'•. L()R(D4,:'a.�• cP W. scuE 3/0.1'FS' •..,. �asNr GLOBAL PROTECTION PRODUCTS, L1.C. Dt/DUE. D NOTE: MULLION CAN ALSO W3TATLED W/0 STORM PANELS ON TOP IL E C O HNC•DATE: OR BOTTCIM 50 TINT T S LOCATED AT TOP OR BOTTOM OF OPENING / MAE. FL 4CO0 S.W. 51 STRIDE, I ( . PAEL OPENN6 W/ TUBETOP « BOTTOM) ie '41�ileaN'SaFi-t . T'ra - aa'" PHOW-1 (ga4 -A$0.. Kv�tR!.'t56.)elg-e)gT 20-176 PE TE G-0DW7-g 4e.. .mwnw mt aRcr W"WAw ORAwWO H.: WALIER A 71111T �: P.E i. COD li 9U - "., aiRL'1 7 0( 20 Amu MULLION STAFF (R.) REOLNT✓E0 Mm. TUBE k10.U0N - � s'-1S' 2' : 3" A 1 J8' S'-8" TD 6•-HD' 2' y 5' K 1/6'. t i' > 8'-1b' 10 8'-D• 2' 16' rc t/8' WALL MOUNTING DWALLATION - ALTERNATIVE 3W S ILL 1/4'. 1• BUILD -OUT MOUNTING INSTALLATION - ALTERNATIVE tW f 4' - I' SCALE. / WALL MOUNTING MISTALLATLON - ALTERNATME 2W SCALE- i/4' - 1" 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.Q. DESIGN LOADS UP TO +55.5, -72.0 p.s.f. AND PANEL'S LENGTH UP TO 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY CEILING h FLOOR MOUNTING WALL & FLOOR MOUNTING INSTALLATION - AUXUATME 4W iNSTAUAT►ONS - ALTERNATME 5W (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX. SCALE: 1/4' . 1' A.S.D. DESIGN PRESSURE RATING) SCALE: 1/4• - 1- '":,-R } t 8 j� a'r' Wme ua CM. ; AIaWiP ' IP Awl N,DAP I Tet]MRbN NRS�OA,NN IRK FLOOR MOUNTING INSTALLATION - SECTION 4AW SCALE 1/4' - 9' CONCRETE ANCHORS CONCRETE ANCHORS FOR CONCRETE AGNDM- SEE SCEDIAE ON SHEET ,a,, (SEE SCHEDULE ON (GEE SCFEOUTE O N F1MR MOOD SORM SEE SBnD N ON SHEET le SHEET t4) SNEE'T /4) 3' 1 z # 1W/15 _i POINTED ONCPEIE > 1/i 2/b 2A/4, 3/4 OR 4/4 1, 2 A 1W/15 13 M --- _i '� .500' LEST' NFp13Rm •�• .250' DEDCONCRETEREQC_. Mea - POURED I � 1 I 111 -�.�-j-- . _ .. I (END PMIEW {eREId(M1 PAt1et) {IMEPoOR Oil - !SFIFETg14RpL STEfT 14 (END, NitJ RAMOM 1j1y„y 1�' 'm OLA44 IFOR TO GLASS I. 1 ja'/ WMNG RItT O EYERt 7 H•�NIR a EVE7tt' SHAD a 12 ,f2' O.0 51W • 13 1/Z' O.C. 1 1 1 / 1/4'h i4/ ,ITS S/B' SWn. (CASE I ,/4"d T� NA"0 I 1 1/1C IRE. T ,2 I/2' 3' Mn. (OTSE 18 TO a OC. TO a ,2 1 tl.a . tN (RE DET. 2/14) 1 - _ - 1 1 I I TaR1 A:3ENAIE F • /1/1""` �` , LI I «TINT a (ALTOWAE LOCATION POURED CONCRER pp TL I «2/14) 3 ! OR3 RtLC RETE '� �• I RFAIHRED I I /4 2/d 1A3/4 3/4 ER 4/4 ; 1, 2' $ 1W/15 1, & iW/15 f ATERNATE LOCATION I p4 ON In 5AEC' Y PANEL L-. ^%' W/NO I AREA LIFE SAFETY PANELS f LOCATION OF LIFE (SEE NOTE IBELOW) ,,._.___._ LW,. REDus;Att w/ OR __. _ .PANELS ------ .- -'-�- -. S4FEn' PANEL •---+ .-----.-_-..__..._..-._ � ,-._._._-�__...... _.., w/O REGULAR TRACKS (SEE NOR , J-7 LAST PAIMa l� T° 91 all ED AS SCHSCHE {� r';. 1j' / :s r. iT!" ((Sa .,f,�QW)LIFE STEELY 5TOR4 PMQ OPENrtX, %W_LPOURED �}R ST 4JEEI'` ALYIAYS RE PROApED CUMRER-,/ W1. COFMOiEIN) 70FACRITATEINStMUTONIFRRFI7tlItEOCONC9a•-' TO GE DNSIMLED OR lawoom FROM INSIDE (S 14> !D• ELEVATION WALL MQUONG INSTALLATION WALLAND FLOOR MOU_NTINO INSTAII!,1 e I 3f32'-1" /,S�CALE -- .SECTION 1 SCALE: 3/8' . I' - SECTION 2 SCALE: 3/8- - I- t/.-,b+. ANY 60CA 1 4 1 ' 1/+' NLI.�.•,• GAP 201 1lN K'F GAFFTv. ttORM F&LEL =UM INST IAj IN 1. LIFT: SAFETY SI M PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1 g TT30A7E tnGDOH OR AS AN IN ERgR PANEL (ANY PANEL LOCATION M BETWEEN END PANELS). 8 fu rNrETWGa PAMLS. DtAALL SEF NOTE 1) UFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS 11T�E ATE IAN'L5. (W/ OR W/O REOULAR TRACKS.) 2. LIFE SAFETI' PANEL CONSISTS OF 0.038' GALVANIZED STEEL STORM PANEL AS SECTION 8-8 PER COMPONENTN, SHEET 2 OF DRAWING. SCALE 3/32"-1- THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE RIDE OF STRUCTURE. 3. LIFE SAFETY PARv. Reoui £S TOP TRACK TD BE COMPONENT(D& BOTTOM TRACK TO tAUNNtMNNNFNpA-1•.q'y, BE COMPONFCITAs PER SHEET 2 OF THIS DRAWING. +aA•F„S;'...... Itl4s,.y� COMPONENT �7 Al4Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLCW14G SECTIONS T & a *v "P -S� 2 ON THIS SHEET, AS WELL AS DETAILS / & 2 ON SHEET 14. a`TZyQ' �('AENSf L FLORIDA BUILDING CODE (High VelocityNU *one Zone FOR 0) -: 4 Min LENGTH COMPONENT 15• - M.. ANCHOR C�IPONENi � N0' wO2O ntFCa A+C. .• SPACING FOR ANCHORAGE AT BOTTOM IS GIVEN ON C 20 GAGE GALVANZEO STEEL STORM PANEL maNWNrP' SCHEnULEs t & Z SHEET 14. * •Nr W. * : = COMPONENT �) MAY BE PERMANENT OR REMOVABLE - s SEE DETACH FOR INSTALLATION INTO wDDD FRAME BLIaDDNcs ON SHEET, ts. A _ +W���� GLOBAL PROTECTION PRODUCTS, LTC. D'/x`/3070 (1R C O ''y". ., I f 6 ! G iNc. .eoc S.W. 51 SOW KH,; S. SEE SHEER 4 FOR OETAI. APPLICABLE TO THE NECESSITY FOR THE hp F « rNIEERNO COMP.1 GAVE n. JJ3N INSTALLATION OF INMX,MTY. RIRIE' ta54J0ap-73I FAX: (RSI)Bg•a747 20-176 SPACERS AT TRACKS INSTALLED Firy S �N A`A "rpopE`'al ADJACENT AND BEYOND TO STUCCO/W00D BANDS. ,w,: am .' t mm !1 lN111NA3! - CA,-0IXN7Ta. .nr As.rN•I pA DWAMW6 Nn: P.EAL(INNA,UIW/TAOE WAUCR A #... P.E I ,x.-w E7. AE[7 TJ d aN MAXIMUM A.S.D. DESIGN PRESSURE RATING (a.s.f.) AND CORRESPONDING MAXIMUM PME LENGTH "I" SCHEDULE f-M - Fng PAlat-e•-II Dili ua rrm 4XR]Yk - PFG tl:l"f#eM 4 - HI IMf SNG4TC A R Y R1 MAXIMUMA.St.D• I.{aEL SEn',wna/ WNIMW 1 PANFi OFTHEM +55A -72A r-5• DR LESS 2 1/4• UNBC:TFD 1 1NRU 5 « 7 +55.5. -i2D Sr-5" To W-8" Yea 2 3/4" LOOM71D 11HRU 5 « 7 +!5.o. -72.0 la'-8- TO 11'-2• Ym. 1 ,/Y • 6aLA%EDO IRaitf6M 6 4rJ.8, -46.0 IV-4. OR LESS 3 1/2" " 8, g & ,0 • SILTED W/ ,/4-0-20A- S3 I S A "NiNUF AT WOW « 1�01H OF PANEL (VAUD MY FOR PANESOt & Q INSTALLATIONS AS PER SECTIONS 1 THRU 7. ON SHEETS 4 & 5) NAXBRTA AST. DESON PRESSURE RATIM (pa1.) W4 MW ANCHORS SPACHO FOR EM - 3 1/Y - APPLICABLE TO SCCIMNS % i ART COABIIM3ON OF TIEtN NVfMRM PANEL LENGTH 1- (R,) TAPCON CF TAP -GRIP mx-. PANDAATC FRAME O PANE MAii KU6 ro OOliCRETE COPE ro CONCRETE C i0 1xixGREE CILIKAE'LE 7O COneREte Ce ATE ro CONCRETE BLOCK a, a" N/A N/A NIA a' N/A r ALA G' N/A I (TOP) ITT/A N/A 6• 1. S` 6' 61 Or 1 (wrom) 4, N/A N/A WA 61 N/A 6` N/A 6' N/A 2 (TWA) K N/A N/A N/A 6- N/A 5• N/A 5- N/A 2 MOTTO10 +S.S, -72-0 a' WA N/A N/A a• N/A S• N/A a- N/A 3 « 4 (TOP) r-5' OR LESS OR LESS 8' S' N/A N/A 0' B• Y 8' 6' 6' 3 Iei�i) a- N/A N/A N/A e' N/A a' N/A 6• N/A 7 OOP) g' S' N/A N/A 6" g- 6' e' d• 8" 4 « 7 (BOTTOM) N/A N/A 12 1/2` 6 ,/4• 12 1/2- a 1/4- 6 Ile 6 1/4` 0 1/4" 6 f/4` 5 (,OP{BOiTCI) SEE SHIM 1G « it FDA ANpiWB TIPE & SPACING FOR NSAUAWS INTO WHO PMIE tRA0N10. W&M MOM SPAC1NOS AND MDR" EDGE WAANCE ARE WINO D ON THIS SCFEOIAE TOR ED. LESS THAN NDCOM ON 5=71MAE REDUCE ANCHOR SPACNM M MULIKINM SNOW SHOWN ON SCIIDULE By TE FILM" FACTORS. MR INS OPERATION 10 BE POSSIBLE. REDUCED VAdTM OSVO NED UONG FACTOR SMALL NOT BE LESS DIAN M NSAAA SPA$M INITIATED FOR PON ANGIOR TYPE AT ANCHORS LECiXD0. AfCM Tow 114Y Ile 1/4'N Ile. 1/4'A 1/4'• E1PCW K Tit-olbP Xv GVTF« E11UG-LEER' MI. A„ mixt VAa,N (b•) 3 J 3 3 2 1/2 3 ••iDNFWANra /MlW1IM (M) 1 3 3 3 ] 3,4 W.. C.-W b,A d,3 3 1 J t(2 3 1/2 4 3 1/2 M x LL Ow mrsa 5 IN= E Ilr ,/4• m.. 5/e' LDO BRis3 8t151NNM WJ IIII-STALLAIM MAILS FQR REGULAR PANELS 1 j Ae "TO a $'/' `: PANEL LENGTHS 111 FOR L LEINS U T S 5•-D• AAa 6 t/4' O.a I FOR IFNOnHS 1A' I Y R NCO. GR {ti-10 FEMALE O OR RVIEiIAR PLUS • INTO EXISTING WOOD STRUCTURES 12 llrt0 i2 f 0. TO WADLtIZ Nl IExmis LP i I •,\ ' t 1- �` ai'-C Ym.-�.-,-....t '1 7+p^ ,+r laftE%O1Wa WOOD HFIOEA y 1 jl 1 l ,. tt t f it �:ft- t iin7e r � EO E I � 1 ■EDVAO I � WOW ,E,IOER T P 1 A P&OtAREO t I N , WKO9tlDtW� WOW HFAO[R r { ALTERNATIVE TW ALTERNATIVE 2W SCALE 3/�i• SCNE 3fg-1' I 1 I , ) i SEE EON SHEET a I SEE 51HHEDLAE i OR ma, - FOR � TON. I FOR W. r' 7. SEPARATION I , E1�l' SitMe I e 12 ,(2' D.C. Y 4 LAS, ED EDED I 7 F- ED l ED -� 1 '•�S_ i €ti llq) �; WOW Pµ1E ABED 1/4• LD. 5/8' Law NRASS BU9eM { l W/ 1/4-- 20 2. 5S MS. 0 a 1/4. O.C. j W/ aWS ija'•s3 �. v7'. 1 t II FOR PANEL LENGTHS IF TO 5•-G' AND 6 WEM Wf! e C b 1/4. O.0 FOR LENGTHS UP TO W-6' Mea OR /,4-10 PAN6YttE 111441 ID OR • PIAtE PANEAWT PUS 6 12 1/2- 0. C WTM i } 1 1 s 27 ':�, ,/1••,LlD som 4 e' 9D. W ._._..« t/2 Wn TIP aD.aLr aN ALTER JW 6I'j� NiR 4W 2� 1HREAOED PoarnETi°H AT f -- Om- FOW 2y; 4I 4,� a MDNrom Dr Pu1E 3 fTiVE SCALE1^ ALL L WT11, HS p m OU �12. 1 EMM DIRECT MOUNTING INSTALLATION -��yi:', [I, NOTE : SNUTIER TRACKS NOT SHOWN CLARIrr SCALE 3/S-I- SCALE 3/e-1• NOTES aM11NNN TIJ.�,� ARE VALID FOR BUILDINGS WITH A.S.D. DE51GN LOADS ' 1. INSTALLATIONS ONLY UP TO +55.5, -72.0 PSF AND PANEL S LENGTH UP 1'0 6'-8". Zv0'+Lt�+' �' ENS'• S~: F 4 FLORIDA BUILDING CODE HI h Ysloo)1 Hurricane Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAI - T ND. i s k Nam» MTEOX ND 20 GAGE GALVANIZED STEEL STORM PANEL FA r raw ft NOTE �fQ(1)pJNAT(RN f SECTIONS: * : a ST 1]F --__3 �� IL ECOtNa. GLOBAL PROTECTION PRODUCTS, LLC, a71x►/i�o ME o FL Rta • ' �. ., > S.W 51 TOP & 90170M MOUNTINGS CAN BE y A' AA `ASS% �. ` T(.. 71iiJ1' TEQlRW t Ii01NQA1lte 00 ANt MN-± " 3314 OAYt. FL Fm l " ta�N•a'T'S4s. FAN: tgaF}eeo-ans 20-176 COMBINED IN ANY WAY TO SUIT ANY A AHHJJJAI Aw,."1.aqle .+« CA-OWB71B e4 r +sNrll Yi°"�' "" - INSTALLATION. NlNA _ •E 5FJ1/31014#YUR£/DATE WALTFR A i,. P,E m ,7wie MtiE7 Tt Ora S) 2 tfY O•C HOLD PARR BIB• Mu,. {{ccsE I} 3• JwR. {T R) /:^A f-`+. ALTERNATE f_\ 1-1 \✓ OR B \✓ k SCii .O 5CY16NNLE $ '^^ /2 FOR • %2 FOR --3'- - Mw. ANCHOR MI. ANCHOR SPACING SPACING Min, DETAIL MAXIMUM 2 t FL�R MOUNTING INSTALL,TIQN (AFP I ABLE TO SCHEDULE 2) SCALE 3/t6' - 1" A.S.D. DESIGN PRESSURE RATS! Q (ryAA.f-) AND CORRESPONDING MAXIMUM PAPAU cX£4Ru ON SM PANEL LENGTH "L" SCHED(�LE � T & ? WDN'ATL FOR LIEF AM= STORM PANE ET 1 ). DASD. PRESSURE PAT" :i. TARPON C TAP -GNP OMJN-W Melvin: Rama at I5MEt1NME PUS IF * L� �iRR1tO! MAXIMUM PANEL LENOFFt 1' d41.) To 1ccwl I'll To To CONCRETE 10 D CONCRETE aN TO 'TO CONCRETE � �� BWTD®N 6- N/A N/A N/A 6" N/A B' NfA 8" N/A i & 2 (TOP) 5S.0. -72.0 g• 7- B° B' 9• 8' S' B' B• B' I (BOTTOM) 5'-0' OR LESS +55.0 -72.0 6" N/A N/A N/A 8' N/A 6• N/A e` N/A 1 &.2 (TOP) 1 7'-S` O B` 5• g" 6' 9` 7 1/2• 8' 9" 9' g` }. {tibifON) +56.0 -72.4 6' N/A N/A N/A 8" N/A 6' N/A S" N/A 1 & 2 (TOP) T-fi" TO S"-8" 8" 8' A5A PRESSURE DESION ROM -1,: I (SRO a 5/a• le. INN TOP OF ANQUD CASE E (SIRS • r Ie FRW WP 01 WAD APPLICABLE CT4TO OMTBBIFN�A710. OF W10MUM PMl LENDTTf 'L" (R T - - 2&M +46.2 -61.5 3' 1 3" 4 1/2 4 1 2' 2 (BOTTOM) r-8- OR LESS +52.8 -66,0 3" 3" 4' 4' 2 (BOTTOM) 7'-8' OR LESS +55.0 -72.0 2 1/2" 2 1/2' - 4- 3 1/2" 2 (BOTTOM) 7'-6" OR LESS +55.0 -72.0 2 1/2" 2 1/2' N/A NIA 2 (BOTTOM) 7'-6" TO S'-O' +55.0 -72.0 N/A N/A 3' 3' 2 (BOTTOM) T'-6" TO 8'-•8` FK1fMAN A6i+ 11t5mf PRLIPAE 11A,I8 (PaT3 M.s, PN1EL 13HM1I', R-" (RJ ISLE ALWAYS) m A nw ,a£a -7Ea tl•-e• 23N" UxBw.TED SEE FEET 18. FOR ANCHORS TYPE « SPACING FOR ICSMLIA MS INTO WOOD FARE BUEAN0. AWO,N,, ANCHOR SPACING AND WMW EDGE OISTA Ct ME INDICATED ON THIS SCHEDULE. FOR ED. LESS THAN INDCATED ON SCHEDULE REDUCE ANCHOR BRAZING DY WAXPI.YING SPAC.4 SHOWN ON SCHEDULE Wr THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSE, REDVIiO SPACING OBTAINED UIUND FACTOR VAL NOT BE LESS THAN INVARI SPACaM INDICATED MR EACH ANCHOR TYPE AM ANCHORS iEOENCL Now TV$f / 4'W 1 ' /Sr 4' t/ i -.= f 4' / • t/41 _ a DAMS MA •OILIER VACIM (AL). J J 3. 3 2 1A •WAWWW,AIRN' = 3 3 3 3 5 OAA«.t 6,.), 3 3 3 1/2 3 1/2 4 A WAL ELL am D PAC= t - - _ _ Im MAXIMUM A.S.D. DESIGN PRESSURE. RATING (n m.f.) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORM PANELS Ct) Ac INSTALLATIONS hINuTO EXISTING ;C�ON�CRETE d< CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PA ELS iQ& yy INSTALLATIONS AS PER SECTIONS T THRU 10, ON SHEETS 4, 5 & 6) ANCHOR ` • �,cJ:lv$F ';'�'= FLORIDA BUILDING CODE VelocityHu Zone S (High cone NO. 4167 ` ° "'�0 20 GAGE GALVANIZED STEEL STORY PANEL Tr :DRAWN n S7 _� IL E C O tMc. L PROTECTION PRODUCTS, LLC. DM" -000 S.W. 51 STREET 31LCt,f•„t� ✓( S/ • 1�V ! i1iLT NW, Mat!. « >M waA 4wfeW, coMPANY R v,b C4NX:FL233t4 20-t76 FOALED tg54)6ax-751a. FAX.. (P3r)aag-a7n /AAAARM Wpm- IHASa 5T SfM f�i1Ul�/.. sln r W/dtERCAv�-60OB71,gir.. P,B, f 441 "Fr A4F DAAWIWO ,t 1n x ' e1HJi 6 OF b MAGIIIM MAIINUM ANT2♦a6 SPACRiG FOR ED.. 3 T/fi +• - AS.O. 1'.GN 1APCOFT Cf TAP..ORp. CMK-IN PAMELMAIE F7]MI.E iD PAtN4lWT`E PLUG SOUO SECi%WI4 �..& MAXNUM PANES PRESSURE RADND (P+li TO COtNCRETE ROLL COtNIkETE. 9[°G9f ro CONCRETE m WHGREIE 6LIXx m CONCRETE ro CONCRETE 6WGt TO CONCRETE 70 COIMRETE BlApf TO CONCRETE TO CONCRETE BLOCK 10 CONCRETE AW7' COMBINATION OF TEAL lENGTM 1• (R,7 NfAN/AN/A8'N/A6`N/A6'N/ANJA1(TOP} N 8'4-N/ANfA6`6`6'NJA/(BEITTDM) 8"N/AN/ANfAfi"NJA6"N/A6'N/ANJA 2 {TOP) 6` N/A N/A N%d 6' N/A. 5' N/A 5" N/A N/A N/A 2 (BI7ITOM) 55.5,. -72.0 8- NIA N/A N/A N/A 6' N/A 8- N/A NJA NIA 3 ffi 4 {POP) ?7'-5" TO B`-8' 1C4A: 8" 4' N/A N/A 8' B` 6' N/A N/A 3 {130TP[HN) 8" N/A N/A NIA 6` N/A 8` N/A S` N/A NIA N/A 7 ('tOP} 6' A" N/A N/A 8" 6' 6' 6° 6° 6' NIA N/A 4 $ 7 (BOTTOM) N/A N/A 12 i/2' 8 Tf4` 72 1/2' 6 1J4" s i/4` 8 1/4' 16 T/4' 6 TJ4' N/A N/A 5 (FOP/"6OTT0M} 54.0, -53.3 N/A NJA 12 i1f4" 12 1/Y 8 Tj4" 6 t/4' 6 t/4• 8 NJA' 6 i/4' N/A NJA 8 (T0PJe4PTDM) '-8' TO 11'-2' 55.0, -72A N/A N/A 6 1/4` N/A B i/4' NfA. 8 i/4• 6 if4` 6 Tj4" 6 1/4" N/A NIA 8 (10PjBOiT1/tA) $'-8" TO 11'-2` N/A NIA N/A N/A N/A N/A N/A N/A S T/i° 8 1/4• 8 1j4° 6 1/4" 8, S. t0 (TOP}... 43.8. -46.4 6` 4' N/A N/A N/A N/A N/A N/A 6` 6' 6 1/4' 6 1/4' 8 (80174M) 12'-4" OR LESS � tJISS 6• 4° N/A N/A N/A N/A N/A N/A 6' 6' 6 Tj4" 6 i/4` 9 {BOTTaa) N/A N/A N/A NfA N/A N/A N/A N/A 8 iJ4` 8 1/4" fi tf4' 8 1/4' 70 (BOTTOM) SEE &iEEt5 10, ,1 AND ,2 FOR ANCHORS TYPE « SHOOING FOR RNa7M1/OgNS INTO iLD00 iRWE BI1R.pNl MNRRIY ANCHOR SPACINGS AND MIlASRIY Et)GE DISTANCE A� INDICATED ON THS R'fEDiAE. FOR E0. LESS 114W NdGT® ON SCHEDULE REDUCE ANCHOR SPACING e+' IRR,iW1,nNG 5PALYM SHOWN ON SCHEDULE BY THE FTR,iDWM3 FACTORS. FOR THIS OF.i7tATO,1 TO 6E POSSIBLE, REDUCED SPAI;ING OBTAINED USING FACTOR Stall Apf pi LESS DAN IRLaILAI SFMCRM IMKATEo KWt EACH AINCHOR HYPE AT AHY3i6(tS LI77£IO. AtN2NDlt TIN t/4'e t/4'e TJ4Y TJrt /J41 1WGO�R_ �Lw-9XIP iSMF(-N SOLW-SF Se, ANONpR TIAYRMi pw) J 3 3 3 2 1/E 3 •4fW(DNf�4@ Ep,�.g.(y!,) ] 3 3 ] 3 Ia4Aa.} mollT. w IIn1 ] 3 ] t/2 a i/3 , ] 1/2 ATTIRE Ea. ✓� BswNW f A•C T 0 R - ]• 1.00 4Atl- - fAO .83 - a INSTALLATION DETAILS FOR REGULAR PANELSCD AE dA INTO EXISTING WOOD STRUCTURES •.. - 'Nil i'I _ PLUS 14-10 PARELMATE PLUS 1)1 li-f0 PANQNATE PLUS T4-10 PANELMATE B 1/4'.O.C. wJ 1 7/0" / �- ,/- 8 t. a` O:C. W/ 1 7f8` {[4, t TO W WOt?0 ro }{{{##{ E%/STING w4W FiFAOER E�WOW HEADER Etf671LNG WOOD HEApp tl t 7f8''x• ° fur e ) I \ / i 7 Our e I AW t EWM • / a I/ SRO • ! rA10i/ SRO • �\ 6 1/4' ODL F t # ; 6 TEAL O.C. / 2• i ,/a• O,C ,l HEADER MijL! RfWOOD REDEAOER 7;/-- f"San. i ! RECLINED— !/ ! 9EE 8W:'DIAE ON � i � SEE 9GHRSDIIY ON y • StZ saHEaR.i i#bi , I SFIEEi a ( 1 0M@T fGR #.PAAATIpN __.:....v_ i.. -__ Mw. PANEL LENGTH -__ --W+-- MPL PANEL LERM �7�-_. F4PA. PANEL LENGTH cSEE NOTE ,) ,/4'1-�ln• S.£ (SEE NOTE 1) ,/4 Fa%f- Ai._ (SEE NOTE 1) Y16 W/ 7/6Y NA W/ 7/tlY 1E ,WILD NUT WRM MA LYETT aL1tLAr ) i LVM4 ,N6NM � e El4Xt F.EfiM kjkjLLi.. _ F I + ! { 5 e OF OF 1• I OF 'L 1 MAX i MAX I i ! 4 MM` I U�A�AKt �. ET]. `. L14in SRD e a 12 1 fY O.C. 4'e LAG SCREWS 1.7 w/t i/2- 2•R4• WOOD 2'XS' WOOD P TE f 1 t 2•x4' WooO_ T t f �! 4HN. 1HREAOED )' ,vt1 [`N t4-16 PAMEtA651E PLUS -.�i `- REOUIREO '�( i S PENEFFUTRDN AT REOUIRfO ; I iI 4 O e�Tj4' OPE�NE R7Tr'Ol O8, RECUIREO § I 't S { # MOrB4TH or PLATE 9 LID WIITH OF PLATE t Ypt/ t t { 0 P TMICRON .e.�.,./^-- l A OF TTELDIRECT !?STA"MN SCl1E 3/e-1" SOKE 3/B•1' SCALE 3/6-1- NOTES1 1. INSTALLATIONS FOR ALTERNATIVES SW SW & IDIN ONLY VAUD FOR LINNIINNr UP TO -484 AND BUILDINGS WITH &S.D. DESIGN LOADS +43:8, p,s.1. N�Nt# - '<<G,... PANEL'S LENGTH UP TO 12'-4" as ..,'J ` - • •.. Z FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN : ,r?,�y'4' PINE NO. Z W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. � F FLORIDA BUILDING CODE BHT h VelocityHurricane Zone)] s No. 41 = a= III=. "� 20 CAGE GALVANIZED STEEL STORM PANEL Fp' NOTE FOR twMBRNILT1rR3 >F srCntlNs: a : * E DRINK BY: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 1£ '- S ` 11 L I E. GLOBAL PROTECTION PRODUCTS' LTC` mf 6m �y - - - C O /Nt. INSTALLATION. m-. FL Rtd "-'- 4wb S.W. 51 StFeEt I �`n TLUT « ENMM ANY IwLH. FL =14 Wtc etl. Sk, fs W4 WOe...l R RIIA PNDWE 00,0 S-7546, FMC t054 -677J 20-176 +gF/ry Sf NA�, 1`t✓ Pefl gC1-WW'i�1Y "1-s1F+ YpW,el;, L/LnIWO Na. ,sR JAJ IINN.E 511fMtlNAiUI1E/0.ATE W1l.TPn A Y. 7E tl1W ti:,A - - WIeET 12 W 26 INSTALLATION DETAILS FOR OPTION 4II 1 FOR LIFE SAFETY STORM PANEL SYSTEM lAs INTO EXISTING WOOD STRUCTURES I r/.- 1 TO tDOSCRM W000 1FAbEW \ f I Eo Co 1 EO OR 1 1 E0 R�U� 1 R£OUFSD � �°'ACr'P w�xcyt�Na : I SPA O 121 °` } ALTERNATIVE 1 ALTERNALTIVE 2 L ,j4YXi' MAn&Le s% t1� 1 m 0}awi2 1 o.a ONSCHEDULE { SWIT 114 1 T00LASS, ED D ED 1 ED OR ED j 1 f 1 it h V'1 WOOD P1,1TEED KOUIRE 1 8 �, L,EN�ATIYE 3 ALTERNATIVE 4 REOUwED (' -- r14-W w SO#Lw5 a 6" O.C. wJ 1 1/r I 2 i� 1b4 MRE/DED WIIIIAMS OR 1/41II.4I6' tDNM BM0 W/ h O9 SS IS 11 " oa OR E NA ALT R TIYE W Q9D FRAME CONDITIONS AL ANCHOR LOCATIONS 1/4'W-20z2' ,/4•.-2G PATeLlaDE FTLPME ID DR PANEANTE PLUS a 6• O.C.W 1 f/2' Mh TiAElm PENETRATION 10 wO� simb S/e• - I• WAl.1�OUNTIbIG I PLATE SW_A�N NOTE : SHUTTER 1RACKS. NOT SNOWN TOR CHANTY olmTI ERNAVa �����,A 140.T w FLORIDA BUILDING CODE HI h VelocityHurricane Zone ,ks u'�O' wD 20 GAGE GALVANIZED STEEL STORM PANELNOTES, Br: omw 1, INSTALLATIONS ARE ONLY YAW MR BL.ALOWIS WITH AS-& DESIGN LOWS UP TO +384. -72.0 PAL AND PA ITT a LENGTH UP To W-Ar. 10 Z A ST : Ny cT '•. FL R10 '/ O�(CS •••• •••• GLOBAL IL E C O INB. OT/26/tea PROTECTION PRODUCTS, U.C. t`w/E- 4 a:W. St 2, FOR NEW WOOD FRAME CONMUCTIOM WOW MaMBES SE SOUTHERN PN8 N. 2, IYJ SPECIFIC DENSITY OF 015 ai EQUAL AFi AF SI p�..ErA /S7 A'!]`_ L N G a+mN Cf D U14 20-176 - rllllNl INIM•" MA�n v t»°. m-um . fr v lmD m-vsn " p„� (P )NO-754s. FAIL (RSA) M7 pNMNRG P.E. 9EI./SMINTAaFjM1E CA-NOOB714 AM WKTU+ A 1MIDT UT. P.E r "W Aw, r 4.N•Ws Nx ,7--D r SHM 1s Or 2a N to —Cu U J- 0 O .� Cu U a- U O m En O 0 O u— O •L E O CIO O L Co .� !-+- vJ ca. Q Z w J a O -� C ft r1a Co 0 N 1a1) N a - ii lR 0-.O n- J y, 0 0 C V 0 W LLJ Q Z z Q J CL SHEET NO. SH 1.1 ------ANrHOR3 (SEE $=DNS ON SHEETS 17, 18, 19 & 20)-- MAX. "/171 SAM. 311/112� 48/17, 15111/141, 3 MAX MIN, 7AW/10 & SAW/20 dow/19, misivis * W#/" I : Ifik. 0 0 0 0 �",TAUAGS-� 7 Ala "ANAG WAGNER A r L -T A A W4 MR a LEFT a TIGHT p MAX- 3A/17. 4A/17. -L�Z-y. 49/17. sivis. 3: MA)q L*GAW/1% ]AAW119 & EMRIOR "As/10. mmilits a WN/20 1 MIN.[ 841111/21) (SEE SECTIONS ON SMEETS 17, 18. 19 dt 20)-----� OPTION #2 EOR UEE SAFETY 31QRR--eA9L.Q ELEVATION SCALE 3/1K.1, 114. aA,,A. C" 177M I v111Mw"m1m 0*1 lei z MV 44,41111 z4oz-VA I INmr-wWRW1 VI MAXIMUM kS'D. Mox. PANEL LENGTH DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL RATING (p.s.f.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72�O a. -8. 2 3/4- UNBOLTED MA)L PANEL LENGTH (SEE SCHEDULE) BUILDING INEALLAII914 DETAU FQR - TION #2 FOR LIFE SAFETY 5TORM PANEL SYSTEM INTO. EXISTING POURED ONCRE-TE OR CONCRETE BLOCK MUMS 1/4' TAPCON ANCHM 1/4' TAPCON ANCHORS 1 * TAPCOM AND40M D.C. -V1." T��.DN ANCHORS Ir ox, 0 r O.C� G� POURED wgtmw,�-, OR mc;�] BLOCK REQUIRED .1. 3) NNORSTE I BLOCK REQUIRED r-C! I I I - IS) OHIO lip dd 9 LJ -A: A" �. ;G�ml V& IF 7/11V OUT *fA`Q MRA, " 77� J/ E, F I ED.. /2' W& W/ NOT WASHER m 4 \411e. Rt 3/32 Wm NUT (BEYOND) SHE 0 12 ..t. NUT WASHER (BEYOND) O'c. TAPODIN AN04ORS TAPOON ANCHOR$ 1/4' TAPCON .. W4 --ANCHOAS -----V4' sIr a C� 4" 1/2- 0,C- I/I* D.C. (STAGGERED W1 STUD) (STAGGERED W1 STUD) 0 4 1/2- O.C. M, CONCRETE 1---rMm CONCRETE )NORM BLOCK RETIE SUM qED hITING INSTA"TION 102L. REQUIRED 3l INSTALLATIgH SGUIAR hNEL SCALE 3le-l' SCALE SEE BMW 19 AA 20 MR AMCHAOft TYK MICHOR Tft 1/4r. vp" SPACING FOR INTO WOW Amemcm, WACM ckj 3 FROM BUILDING. MININAl ANCHOR SIMAM" MD M*WJM Wa DISTANCE AM *10000 ON THIS SCHMAX FDA M I= THAN MrAM ON ScHm" RMADE ANCHOR SWCANG By MULTIPLYINAT Swm moo ON Smmu a-Mw S =ft Ea "K Doom I*" BY THE FOLLOAAW FACIM FOR S 0F"AT" TO SE POSBWL RENOD, "m - 2 1 L--- SPOCAS 09MU USING FACTOR =WWT u LESS IT" MINIMUM SPAC64 MR EACH ANCHOR TOE ON THIS SCO"UAL �--- ,GG -- SCALE FLORIDA M.S. W/ KUT WASHER INSTALLATION DEIAU F-QR INTO EXISTING POURED ANCHM OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM CONCRETE 98 CONCRETE BLOCK STRUCTURES 1/4' TAPCON ANCHORS __y#.'.1AP00N a ox- POURED POZ V.EcW�', OR COMIC OR _WFIEL REOUrm 1/4- RE J 1 1 - L 1/4- A 111-E , a IIIAI-10'0 PANELMATE PWS W/ . 3/32' W*4 NOT WASHER 0 6 Ile mc, '--Ljp� UK WALL MOUNTING I ILLATION, SECTION TPA 0 REGULAR PANEL SCAUE 3/8--l- SEE SAW If A 20 TO ANCHORS TVIAE & AND= TYPE %L4�*_ __L/4, SPACING FOR 1ASIALLATIONS OOTIO WODO WA, A40WA 'A'A"Gle, (h.) 3 3 FRAME INJOILDO101 MOMIAMANCHOR SPAONGS NO MINIMUM EDGE DISTANCE ARE INDOM ON THIS 3 3 =- ==- soma MR to LOSS THAN IMIMAM ON SONEXILE REDUCE ANCHOR SPACING BY umTftyv4 SWING SHOWN ON SDMU IIJIL "a OWNR ---I- By THE POLUDWAIM JAC� FOR " oplagm 10 at POSSIBLE. Ra"m - ----- SPAMMS ONINKED USING %A" SWALL MIT at LOS THAN WINDOW SPACING INDICOVED FOR EACH MOM TAPE ON THIS SONEGULE r- ----1!L Ni-�E r - - 1-0 - + lIr - AA (BEYOND) -ROURED CONCRETE 04 CONCRETE BLOCK REQUIRED WALL MQI&MG 1�014 0 LIFE SAFETY PANEL SCALE 3/8--l- C- (1) -m > 0 (1) -1.-- CL CL 0 0 L- Cu -6-`F 0 -0 (1) -&-0 n Cn (1) -iI-A; q (1) =:3 -0 0 m L) 0 -CIO 0 0 0 LL. 0 > .u) u) CD E " CU 0 CL ! E F m w -0 .0 . a -,,-o C/) 0! z w mi INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INEALLABON -DETAILS FOB QPIION #2 FOR UFE SAFETY STORM PANEL SYSTEM GEN13tAL MM- VAI 10 E-7 HMO STORM FAIAIM SYSTEM INTO EXISTING WQQQ STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-2 IANG STORM PANEL SHOWN ON THIS PRODUCT VALUATION DOCUMENT (P.E.D) HAS BEEN VSRM FOR COMPLIANCE IN 8.1) MINIMUM EMNOMIENT OF TAPCON ANCHORS AND PANELMATE FEMALE 0 & PANELMAlt PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING COX- BLOCI( SMALL BE 1 1/4'. 77-Y-71 -0 X 7/e C4U(-lN AMC WAU BE IS 7/0- INTO WNCRIEM 71 1'[ DESIGN WIND LOADS SMALL BE DETERMONED AS PER SECTION 1620OF THE ARMAK MENTIONED CODE� 0.2) MINNUM EMBEDMENT OF 1/4 Hm MR A WIND SPEED AS REOUIRRO BY THE JURISDICTION WHERE THESE SMAJTTM WELL NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. X FOR A DIRECTIONALITY FACTOR 101.0.85� USING ASCIE 7-10 AND $HALL NOT EXCEED IN `LEG 1/4' 0-20 SS WDEWALK DOLTS USED SHALL BE LONG ENOUGH(SMIDULD ANY FINISH MATERIAL oasr) TO HEADER WOOD WADER I-ftwm `�< .1", 1 REQUIRED -0 TAPCON 0 $- DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ENAGAOE 311V IWO ANCHORS. WOOD W-Am 1/4-0 TA -CON 9 d- D.C. MIN. THREADED M ORDER TO VERIFY THE ASME rOINDRION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 1/4 AT WOOD SMALL BE FIRST REDUCED TO AS.M DESIGN WIND Lo" By MULTI THEM BY 0.6 IN ORDER TO 8.3) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND CAN THE DISTENO WAIJ- WOOD T� A HEADER TO COMPARE THESE W/ WAX� OLS.D) DESIGN PRESSURE RA71NM INDICATED ON SHEETS 25 & 26. ANCHORS $HALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE a) -C HEADER Q At HEADER MOM HEADER HEADER 0 SHALL BE AS NFIN11*14E� IN 8.1) AND IN 0.2). V, IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER SPIESISED, A &IX INCREASE C%-j IN ALLOWABLE STRM FOR WIND LOOMS WAS AM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCORDANCE WITH N.DS, 2015. (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND WECIFICATIONS OF THE ANCHOWS C= 1-- mwa ZR 1/4* CIAAJ mw. M M- 1 % I , I . I/ A i ; ----i MANUFACTUARM f C11AAAj CL J 4\ 2' STORM PANEL'S APEOLACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF WOOD HEADER WOOD HEADER REQUIRED -- -- RECURRED I THE ABOVE WDITIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 0 2032, AS PROTOW-S TAS-201. 11 IT SHALL BE THE RESPCN-98XM OF THE CONTRACTOR TO VERIFY THE WAUNDNESS OF THE STRUCTURE WHERE SHUTTER i CL. 1'-L'4 X TAS-202 AND TAS-203. IS TO BE ATTACHED TO ENSURE PROPER ANCHORAGE� THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK M FA, T,7 M L�- a. FROM THE INSIDE IF STRUMURE, WIND INTTBJSION� CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL CD To 4ILA"m mil, SD*RVM LENGTH. LD PAWL M- =0---- �QLOSS I M GLASS 3. SERIES TODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS ftEOUIRED TO BE (SAM smAclux (S" S:Hmku =:) (3 cz Ifian G) PANEL LINOTH mov 10 PERFORM FROM THE 114SIOE OF STRUCTURE= 13. STOW PANEL INSTALLATION 9011 COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY SAJILOING AND ZONING (SEE NMILIMSEHOW) (SEE NOTE I mum EXISTING OR SAW 16) REGULATIONS PROMIDED BY THE TURISMICTION WHERE PERMIT IS APPLIED TO. =IS- PANEL LENGTH PANEL LENGTH 1wh SOPARM`- ^L� M- CLASS 4. SERIES 2000 INSTALLATION IS APPUCASLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS (SEE NOTE I BELOW) =E- nG a6m (SEE NOTE I BELOW) "L* 1A., INSTALLATION 6 REOLARE0 TO BE PERFORMED FROM THE INSIDE OF STRUCTURE WHEN M SHUT 03 1/4-0-20.1- -(Sa PANEL LENGTH PAMEL LENGTH 3S --- w / ON (SEE NOTE I KURA) 1/4 ALL ALUMINUM EXTRUSIONS TO BE 600-T6 ALLOY AND TEMPER� (UNLESS OTHERWISE NOTED) I& (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PROVIDE M al UNIT 15) m Sw ------- INFORMATION FOR A SITE SPECIFIC PROJECT, I., WHERE THE SITE ODNOTTIOW OLWTE FROM THE PE.O. IT. NUT w VVIARIT3132' &EL M.S.. MB NUT S. ALL ALUMINUM SM9Er METAL USED AT CLOSURES SHALL HAVt 3ID5-HI4 NILLOY. (b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION, PURCHASE AND INISIALIAMON INCLUDING LIFE SAFETY OF 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL. ASTIM A-653 GRADE 50 Min., CALVANIZED STEEL THIS PROD CT USED ON THIS P14. PWXWD HE/SOE DOES NOT DEVIATE FRW THE CONDITIONS DETAILED ON Cr DESIGNATION W/F�- 50.5 kai (AFTER ROLLED), TH:S DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPOAMBILITY C? .1 2 1 INN, THREADC) L RI AM DOCUMENT WILL BE CONSIDERED iWAUD IF MODIFIED. p PEREIRATtON AT 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 516 N54 SERIES OR CORROSION RESISTANT COOED CARM SaU AS PER M (0) THIS PRODUCT EVALUA -C, MIDWIDTH OF PLATE 5W18 W/ 50 IGOI YIELD STIRENVH AND 20 W TENSILE STRENGTH & VAL COMPLY W/ FLMOA BUILDING CODE SECl" 2411-3.3.4, d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER 7 E� 9. BOLTS TO BE ASTM A-307 GALVANIZED SMEL, OR AM 304 SEWES STAINLESS STEEL WITH 36 ke MINIMUM YIELD STRENGTH. USE OF TIN P.E.0- ENGINEER OF RECORD, AC71NO AS A DELEGAM ENGINEER TO THE P.EO. ENGINEER, SMALL .7 L I 10. ANCHORS TO WALL SMALL BE AS FOLLOWS: SUBMIT TO THIS LATMR THE shE spEanC DRAWINGS FOR REVIEW. N 1 - . - --, 7 (A) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATUK OF THE PROFESSIONAL ENGINEER Of- > I C RECORD THAT PREPARED IT, 1/4-0 TAFACON ANCHORS AS MANILIFACTURED By I.T.W. WLOEX. INC. (MIN. V-3192 E10. 1/4 0 X 7/6- CALK -IN ANCHOM AS MANUFACTURED BY DEWALT INC. (MIN. V-3000 p-L) Co. J " I L L _J rV_L TO- STORM PANEL LIANUFACTURER�S, LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN C NUT WING, t 114-10 PANOLMATE FEMALE 10 & PANSAW1 PLUS AKNORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709-9.3 OF FLMOA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING, 1/2 O.C. WASHER (BEYOND) WASHER 0 12 1 OX. (Ve-3350 p..I.) LA9aJNG TO COMPLY WTTMI SECTION 17D9.91 OF THE FLORIDA SUILDINS CODE, MIA, 0 L- F 1/4--204�4-M IALS W/ !2,. -f- - 0. \-I I'll- W/ AA 3/32'CONT. 3/32'CONT I NUT WASHER (BEYOND) < z r- C -0 TAKON 0 C O,C. 6' Owe, T S FOR 1/4 �7/8'0 A, 3/32' WING NUT 3/32' VAG NUr 1) MINIIAUAMIEMBEDMENT OF TAPCON ANCHDIIS INTO POURED CONCRET RAU BE 1 3/4 AND 2 PANELMATE STAGGERED W/ STUD) --jSTAO;ERED W/ STUID) MIDWOOTH r.+" WOW PLATE t FEMALE D & PANELMATE PLUS. L 2.4' WOOD O.C, REQUOMtED WASHER NAM. THREADED REQUIRED i, WASHER 0 6 1/4 a (BEYOND) 1 4-# a Ir D.C. 7: THREADED i OF PLATE FL 4- MoW.DTH WOW PLATE A2) MINIMUM EMBEDMENT OF 7/4'0 X 7/8- CALX-IN ANCHORS SMALL BE tS 7/8' INTO ODANCRETE� NO EMSEOMENT INTO OF PtATE OF PLATE #14-10 IT #14-10 PANELMKFE P ANY FINISH MATERIAL SHALL BE PCIFINETTED, a 6 1/ C.. W I ARM Me NTING MLIABON mbl� TH P N C 1 1/4" AA-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOL*H(SHOIJUD ANY FINISH MATERAI, IEOST) TO ENGAGE 3/4 -------- --- WOW PLATE L-AXIEV PLATE JIM WALL IT. P N 06 AT 0 OF INTO ANICHDR& WALL OUNITIt WALL ®R= ALTERNA71YE 7 a 1 - INSTALLATION Mai mal I A= LIFE SAFETY PANEL Ll A,3) N CASE THAT PRECAS3` STONE, PREGST CONCRETE PANELS, OR PAVERS BE FOUND ON THE CXISDNG WALL OR WALL MOUN71ING IN FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL \�GEN4% k WALM EMEL I LIFE SAFETY.PANEL "141410 SCALE 3/8--l- IIAM M1000""'U'll ALM ON BE AS MENTINED IN All AND IN AJ)� SCALE 1/S*.i* WALE 31e. I 0 WEE SAEM E No. 44167 91 EMILAR PANEL MR 6=9 MLI SCALE 31W-1- E SCALE 3/a--1 FLORIDA BUILDING CODE (fth Velocity 14U cons Zone) L INSTALLATIONS ME MY WILD MR U)WGS WITH &r.D. DESIGN LOADS FLORIDA BUILDING CODE (High Velocity HIM cons zono)l FLORIDA BUILDING CODE �Htgh Velocity Nu one Zone) 1/4- 0 TAFACON ANCHORS AS MANUFACTURED BY I.T.W. BUILOM INC. UP TO +55A -no PSF NO A&KAMUNGTH UP TO W-Jr. 0= Mc. r1p. 1 4 0 X 7 CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (fm-1500 pa,L) E 14o.4 167 No 44 20 GAGE GALVANIZED STEEL VM PANEL -AALE TO AND PAMID 20 GAIDE GALVANIZED STEEL STORM PANEL OR" W. 114-10 PANEL&ATE F1 JUTE PLUS ANCHORS, AS MANUFACTURED By ELCO CMMLCWN D L 2. MR NEW WOW FRAME CONBTRUGnm MEMBERS To BE Sourrdm DRAW ft L WALLAMONS ARE ONLY VALID FOR BUILDINGS WITH AALO DES" LOADS = *.. PRODUCTS Q'-2071 pAJ-) W/ SPECIFIC DENSITY OF 0 6 OR EOUAL UP TO +55.5� -72.0 PSF AND PAWLS LENGTH UP 10 g'-r, 07/n/ldlic 1� -0'. - GLOBAL PROTECTION PRODUCTS. LLC. w'mam'"" GLOBAL PROTECTION PRODUCTS, I.I.C. 04114. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN ILIECOisic. 4400 Sow. 51 snw 48M ILIV. 51 WINZ FINE NM 2, W1 SPECIFIC DENSITY Of O.SS OR EQUAL MID. tAAMPAMY DAAV� M. 33314 A- =14 11LIECOm GLOBAL PROTECTION PTE MAL -i- PRODUCTS, LLC. kk USH)NG_?54& AAA� 20-176 Tk �Om� 20-176 4 -ISM-ASO-GAMIAM-1- QO,,wHA,; OAGAAAm DPJNM Pow- D"w- 20-176 CA-000019 wiLm A. Murr Pz WIER & Tw pz OF ism smarry orm CQMPONENTS FOR SERIES 2000 & 1900 E-Z HANG STORM PANELS, (SCALE 1/2-1") CRITAL 2.591 (OFFECTNE WWM)- 2 Typ- 7-2 1 44. -TYP- ED wCy 2. GALVANIZED STEEL EDGE 2.Ow- LA- ! 'A-p- ASTM *-553 TYP. GRADE 50 MINIMUM DETAIL ALT -11CIEDGE A7.L A 48.V 0-50 GALV. + I.Ps. ju . J L-1,3 STORM PANE 2,470 ------ RMRSED "h" TRACK REvERsED AAAuAAA TgAcg PANELS 00 UP W/ kEMLAED STAGE. F1 .125' 12f 3.7pD. i 132METRIC AEW DETAIL A ROUNDED CORNER 0 ENDS OF PANE] 'S END UP W/ HEMMED EDGE 760* (N.T.S) L Ry -P 0�w 5 M."- ...... (D J. 1.11M BAIIEL/4 OWER 2"x5*(MajQ ALUM. ANQLE W6I-T6 Aturn. ALLOY awma, 7 50' N 44167 FLORIDA BUILDING CODE (High Velocity Nu am zons)l 1Ajj OF .2m 11,7100. W- rp 20 GAGE GALVANIZED STEEL STORM PANEL ot� ft SIUMMIL PROTECTION PRODUCTS, LLC. SIX- 3*x3*(Max 11 ALVII-AHM SJQP ug 1NAU 11LIECO. 4100 Sly, A 5 STREET I I* LONG TI'LLU TFIRIAID a PAW- M- Z. 6 63-75 All^ ALLOY m mom (04)M-?W. Fft (04)ON-07117 20-176 0 04"ING W. SE./SKOWTUIWANOTE 4�1 PI Ammum 22 or Y/2.4 Dim NOTE 2 mmak] ,,,.S,, V/240- 4*/24 W/ OR W/o 0 � 0 t5a MM 2 Ono*) Mft 2/24 1* V/24 10� (M Aim 3 BaLaw) FOR CONCRETE ANCHORS, SUE I' W^ CONCRETE MICRO AGGO. SOON SCHEDULE ON SHEET m FOR WOOD Sm0-- SCHWAX ON SH- OF SEE SBMVW ON BMW 26 UT 25) Mn. in 2 Z 60 -L' INTERIOR PAMDU (ANTOWIT, Z NOTE 2.3.4 SEE "OM 2. J6 4 BUM I E� k 61, NOTE AV 4 40 44 Z %- H-11 TT� H TITTI TI-TI-11IFFITTr I 114- Tff I I I I SEE NOTE 4 FoR 00mckSm M04M SEE Ear g.-� A [W-- �4­1) 3 OR (D W/ OR W/O(JI. (D LAST PAMEL. (D To BE IMSITALLED AT EACH LAST PAN m IN OPE:NANG SHALE ALWAYS BE &.T OPEN Aw/ No ALWAYS WAR HAMM TO FACILIZATE TYPICAL ELEVATION FOR S IMEr TYPICAL ELEVATION EQR 10. IF INTERIM To BE INSTALLED FROM ;RIES REAR HANDLE TO FAM, E-Z HANG STORM P EL (1) SYSTEM IF INTENDED TO BE INSTALLED FROM E-Z HANG STORM PAN STEM ON= OF STRUCTURE. OWE OF STRUCTURE SOALE 3/3r - I" SCALE 31w - I' rrO/4* AGIO. 1/4' M- GAP M.. w BAP-J- -7-\ 7 77"K 7 \ 7"77 7"K 7 --K 7- T1 v-0W/--@,0 ;,., =-z- MaIGN I-B END mmms) SECTIOEI sm" 3,13r - I' Stu vw - i- M- E - 2 KONG STOW PANEL SYSTEM CONSISTING OF PANEL NOTE, TRACKS At TOP & PANUMATE PLUS OR 15' LONG (1)� DEONMN OF SERIES 2QW; E - Z HAND STOW PANE, SYSTEM CONSISTING OF PARM + V1111. BOTTOM W/ pme"Tm Gc- - TOP a BOTTOM, (2). END FANELS SMALL ALWAYS BE CONN� WALL BY MEANS OF 7-0-2-174TrI. BE CONNECTED 'TO BOTTOM TRACK OTHERWISE A S70P BAR PANISJO07ES OR, IF USSD AT BOTTOM, END PANELS (2). Irb PANELS SMALL ALWAYS ED TO SMALL BE PWMED AT TOP OF W" FAOJIELS� $KALI. BE CONNECT U. Min. WING NUT OR 144 g W�, & ;t#-(2Ox3 AS (3). IF END PANELS ARE CONNECTED TO Ep GO CTO SMALL CONSIST OF DESCRIBED ON 3) 1 FLOW). 144 AP "11 S %r*-3/32; MIN THUMBSCREW '.. F AMKI 61.1 1 21M.-T EITHER OF TWO (3), FOR CASES WHEN END PANELS ARE L%MTR41,J) AT END PANELS ARE NOT STOP MR DMIOR FLAT FLANGES OF END PANEL F-O-OnE PROVIDED AT TOP OF (4). IN CASE THAT END PANELS ARE NOT OONNECTED TO BOTTOM TRACK 0j; A STOP EAST 15 ONLY USED AT TSAT LEAST TWO PANELS SMALL BE CONNECTED BOTTOM TRACK FOR INSUALLATIONS WHOM END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY MOUNTED TO VNG LMOk'TE% 3�61 IOOR PTAONEk., USING SPECS INDICA ON NOTE AM IN SUCH CASE, CONNECTION OF PANELS �3) T MAY BE USED TRACK TWE ING NTLY 5Z TO BOTTOM TRACK MAY OCCUR AT My LOCATION. TWO PANEIAAATES F NO ON ELEVATION AND (5). SEE SECTION 1'. 3' V ON SWEET 24� SEE ANCHOR SCHEDULE ON SHEET 25. EDOE DISTANCE. FOR - IZW V NOT NEED TO BE CONNECTED Tr %7%m, INSTALLED Hio", TO W THAT ADJACENT PANELS QQ LEFT & RQHT SIDE OF PANEL) HAVE OF N. Tit OVO4APS RETAINED BY (2). EN FLORIDA BUILDING CODE (High Velocity Nu illy Nu eons Zorlefl Qma wnta. W. Fp. No, 4 167 20 GAGE GALVANIZED STEEL STORM PANEL GROW 96. ST OF GLOBAL PROTECTION PRODUCTS, U.C. GAME FL M34 PHOAC* M 20-176 PAAQ 1. --um E.-cKHT'G 9" '2 7 Fag 1 INSTALLATION RETAII FQJR $ERIES PANEL (1) INTO P-QURED CONCRETE 2000 AND 1000 E-Z HANG STORM OR CONCRETE BLOCK 4 6 z,AO, CIAHM -v F Amam Ij "Gain vwsa�* --T M% k" MR As, ma: AS, SHM 25 FOR W. WWWR 70 GLASS. 1p Spww" L GLASS, REP wx a OWE" FOR MA,, SOAM"now- 7x- a TO GLASS. "m = awn 1, SWIM Q~ A lomm vIfutom 00"emm aff I so AID ED il '"' AGO 'AAMOOOS, i 04 a) Eull;;- Mm , Ga..) W" mt) DIRECT UOUNTINO DIST, COAL amma" 6 At ir i� WALL MQUmm IBM 0 FLOOR IQ CEILING !j�nlffi INST, gUILD-Oka AmImme INST, 1211 ME fmoumvAm Fm USE Or AS w Awal. - FF. 1 F� Koo 3. SCALE 3/8-1- W&C, 4 L MMILAT" TVAE W SNEET 2& =WK z NO. 44167 0 INSTAUATIOIAL I FLORIDA BUILDING CODE (Nigh Velocity Hu cons Zone) A COMOND W ANY VW TO RAT ANY v wImamaxx"M 20 UM GALVAMM STATE OF 0,'* A STEEL STORM PANEL F.P. GROOM BY DETAIL I SCAM 1* PROTECTION PRODUCTS, LLC. DATE. 1. 11LIECOils GLOBAL 40M SM, 51 STISEET Ik WAAAL fl� 3"14 IMAR4.. (P$4YM-UW Fft (M)n�-M 20-176 AKx DR-40,10 AAA, WC- U) > 0 L CL -1AAAAAAA0 CIO 0 L- L) Cn LIJ z z SHEET NO. SH 1.2 T-- I . - ,. ": -; , , MkXIMUM KS41. " T- - P w- WoRv. - PANEL I I - TV M" IND -1 (SEE ) ,. GLASS CONDITION SECTIOW +86,0, _75.3 10' OR LESS I Z 9/ir BOLTED - - I ,%,,Z� .­�,,,­ +88.0. -75.3 70* OR LESS 1 2,7/0- 1 E.G. - 1 4� & 4`W _ �WLAN F" 'WIW 'OF `P - _' A' � - - V` � "ENG"' WI�.1k.'411111,W-!R-A-M-1:�--il,rm;j;i*-i�ilj-.i4m:�.Nif,[%f.IrKaw'd.x.�-1;�;i*l;�.�,10,�1,J�al,flt.it�lti[JIW�",[.;.:I.I; mWiw il f-1,Lm1af.X-i471r-4:; - - . - t.___._�,�� m MAXIMUM A.S.D. DESIGN UAXWRIM ANCHORS SPACING FOR I- P. - 3 1/2- - - APPLICABLE 70 j 4. AM - OF THEM mgX1UUM PANEL LOWHI ILI 01) ] PRESSURE RATING (P-J) TAPCDIM CALX­*( PANDMATE nX0UE 0 To - To CONCRETE ..x -7-" m To comemar , I " - I m= TO CONCRETE I- QVIKIRETE BLOCK 12* N/A 12* NIA 12' N/A - 12' N/A __ 1' & 2' (TOP) it' '. * to* 1. 5- 4' _ '. ". IV 1. (oorrom I. (VOTTOW) + SERIES 2DDO )+ 12" 1. 12' ,x 1. 1. - A, - '. '� Eg"ITTO.)' +66.0, -75.3 N/A N/A - N/A N/A N/A N/A i2 I /1. 11, j1NI/A 2- (BO10M) t 70* OR LESS 7' N/A 6 /2- 1 N/A 4 1 2' M/A 4 1/2 . . ( D ) .3' (TIP) 12* - N/A 12* 1 N/A 9 1/2- N/A 9 1/2' - N/A ., 3- (BOTTOM) VC 12" - NIA - 12" I - - - N/A 12' 1 1 NIA i 12' N/A " (,up) V (TOP) a - 1 12* 8' 12' 1 9 1/2- 12- 1 11- 1 - 12- - ___ I'll 1 . 4- (BOTTOM) I I * LHATED TO 86.0 ps.t. ASO. OEM PRESSURE RA7WI A SEE SHUT 23 FOR ANCHORS TYPE & SPACM FOR INSTAUATIONS INTO WOOD nuwc IRAILDW 04WJM ANCHOR SPACHARS AND VIM" EDGE OISTANCE ARE MWIED ON WE SO4OXM FOR EIX LESS THAN MrATED 04 SCHEDIALE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING . FOR THIS OPEIWMON TO BE POSSIBLE. REDUCED SPAONG OBTAINCo LISING FACTOR SHALL M11411" SPAIANG tMDgCATED FOR EACH 94MM TYPE AT == ANCHM TOE - 1/4% i/4'a 1/,�'. Ile. �- -%w-.-,-ff mr . - ANCHOR VA9100 DF) 3 3 j 2,/2 " "N' I I 3 .= �=___,,)a) 3 1/2 __2 ,/I 4 AMIL 1131. SK MONO _L_ prim __I _ , III— I - 2 1 ;-!r I I .0 - 1 31/2. - I I" I - I I.ogg j rlll� + REQUIRES Max. DISTANCE BETWEEN BOTTOM OF PANEL AM (D TO BE, 1/2' 1/2* v M.- rv1_I__0 ++ REQUIRES M- DISTANCE BETWEEN BOTTOM OF PANEL i AND 0 To BE� Z11ir 1 3/1 or 6L, m- BUILDING COMPONENTS FOR REGULAR, JjFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-l') i ­___­__1_­___I5,I25. (TOTAL WIDTH�----- _� . I 1 _2_,"Y"__7 1/1*w �______­­_1Z15Dw � II So��_ 3 1 _�_a (EFFECTIVE WIDTIO-----, �'_____G 1/4, CTYp')_­� - -1 3�0­ , __ f I / IF ," I I -37 � � .� , . � A N � L 1. -1 I.- - 1. 4. .1 . -- I /­ /; 11,1* i -� =6 O.C� (WAY BE REVERSED) .� F,--1 m5o Z�N I I � � ,I . 1 , i, ___ . - - - - I ,� IN I. � _,, , /I 3.3Yr � 1 I � I-- I I . � 11 .. .Owl 1 14 71, 'I�Ckl y r- � -, * - I '�18` ermm � EDGE I c GALMOOZ STE"r ASYM 1 TYP. GRVE BOA03 mmmu .000 . I z,T4 .- , _-, --, .. Ow I . - - ., ; I t-SOO, - L i ; I-Oulm A -60 mv. r 4F EWE I I 2.,. � � L_ � . :L-=.; ___ - . ���__,C';"')l ­_ T I _I=U - --------------- D U-P-A- -A - - - t I---- --2.ODO* 11 ;;; . PANELS SHALL BE INSTALLED ALWAYS -2.218'r­ FROM LEFT TO ROD W1 1/2- I= AT END AT LEFT SIDE OF PANU *H' HEADER (�) -f- TWK (�) (�) ANGLE WITH STIM , Awa Is END LIP ',�,_,_,� i 11 _,� I- W/ 4�_�, , :� �_*44w - 4:0105, - . TOP a= 71. 1- z .375 . F _! . �PANEI� 0,024- (ARI) "LVAMM STEEL I f-* ----- - 2_59i,­ -- , - 7,Km 1�11 .... , - -71 MEWEQ�, 133, *270* __ __ " I ' , -I- 40.2-1-V , � i F 1/1 Is, _��_ _J 0.250'0 .-H I'll --I --,/ --- -valem. � " -v i I-1_12 250--l-I �,,,. _," , ,,,"I - � I ,,,, ISOMIETRIC VIEW DETAIL A , i_ I __ _I _ i 1 j7j6.-pv- I OR f � -A F_ - 3 ---I ROUNDED CORNER 0 END, - - S I.. _ � ... t - Alk �0"' '� �, L - - i � � END UP W/ HEMMED EOM -2,378- -­­ L_�_Uw;l .125* 1 � ! 3.7 � 50' � .072* i I (NITIS) . 2.500' f I i I .091 .001, � i I I . (IYP.) I I I f= I- (�) �' KEY HOLE WASHER 105-MI54 AWN. ALLOY .375* . I I TIP. Bottom I �_____Aar or PANCL ---- (�) KEY HOLE AT PANEL r I � __ BAzimi i � i � 1 2.1�4* I -.j "'. �_ .wir I I .SCE SHUT MR ADDITIOWL � LIMITATIONS 51F W.UNE UEMGTII IS I i*� r I I I � ! . I I . __ _�pql, 1� � ! ,. (�) SLEEVE 2 1 r_ 1 2!w t__ MAX. LERM I . . . - .125, I . F_ olyp.) ,L.Iw_ ONLY VALID FOR INSTALLATIONS INTO . . � WOOD STRICTURES : I _4_____1 � 193' -2,543'- i " -2.000 . -- i I i I 2- I 3.7SO' I ; A25' 2.0.00, � 41mr-, � t-118 *0 L I (TYIP)l I IT.- .,,ox - I ! Aa7_1_1- � i ;I i f CTYP.3 1 ___­__ I I . "I"' To 5* W"_ F . (R SLEEVE I - " L__2,000�__I - _j Lm (@ AN9LE (B 'J' TRAC @ PANEL HANGER I'll, � - I V � I I.., I � E _____:LDOO,___ - RINN., � I I ------ i � 11! I . F . _j, _ I --, rw, A70* MIK i r ". .0.2 � . � r_______r__ -�- , IP ."Y'.,., , r', ,,,, `7,N 141TW:.�14.4 . �,-Q� � - - �i E N � � - - .-fo S .. - . . , : .. Z' : No. 44167 1. Ic (I 1/4- WIM) � (USE ONLY FOR E-Z Kk% STORM SYSTEM) 6053-TO ALUM, \ . Sq FLORIDA BUILDING CODE PANEL ALLOY (Non High Velocity HUM tons zorge)l , J 7 it F- 121' ,M` 2�000* , I 7 I. - I 2Y i�. i;�- - * 0 .Ow t_��` n _', I . 'P-. F!6 4 . - �*. I *1 - . * 10024) TITIO). INC. F.P. t,,* . ', �OF -1: 1 24 GAGE GALVANIZED STEEL STORM PANEL STATE DRANK` ft I ! L-2-000 - (TYP-) . ,_ _ �250 .. - SEE SECTIONS --- - LAN. - L _ �"JD '. _ 0 ._ !Dl,__ 7. E� � ' - of 11LIECO.... \ GLOBAL PROTECTION W/27/1000 PRODUCTS, =. CATV - - @ emp-qv "r 204' (R sump-ouT al TRACK @ & (No m=p wimaNuT _ " ; " , g, , , "Aff - . -MIL.. - - !%�xl= - - . - MAE. - I PAO - I-- DMAIXNW-74� - 0�-- iflegg 5 STREET FL =14 -175 F�, W)NO-M7 20 - i - UKA" - TRACK ANGLE (ZAMAC 3 ALLOY) WUM141;1 1111 ! I 1 WAM 2 OF It . . INSTALLATION DETAILS FOR REGULAR EANE INTO POURED 90tiCRETE OR CONCRETE BLOCK STRUCTURES � ALTERNATE CONCRETE ANCHORS LOCATION . CONCRETE ANCHORS ! 1_(ME SCHEDULE ON EXISTING POURED CONCIRM (Ur sctimtu OFF-,; Exingm POU*EV qogi� 1 SHUTS g THROUGH 10) _ OR CONCRETE BLOCK -1 . SHEETS 9 THROUGH 10� OR CONCRETE BLOCK i � : I REOURED. I REQUIRED. F � � LEG EXISTING p I _ LOCATION CONCRETE ANCHOR VRED ., JE COLIVO-I � (SEE SCKE I � - . SOWS 9 THROUGH I 1 -- A�k) . -I- - Mug 0400A WN) I F_ (4-1, I - 'j��*.Il I 1/4- � � f ji/4- gle_�I* S_-1 " W xv, . MAX. CONCRETE ANCHORS 1 & 12 1/r 04� i I I -I (SEE SCHEDULE ON-'- i : 1 -7 11 ! SHEETS 9 THROUGH 10) I �__________1 1 i t I ( � I 0 1 "I'll .. - . , I Wp/ I v ig- _j�jf.-;;n, � i � �_f 1 4 PANEL LENGTH GLIT'-, M : 1 Ep, I , (SEE SCHEOULE I I -1 I O.N i�� 4 I I WK &1111:,� , . . AGIR I' I SEPARATION . I I , - � __T � It (a) mm�,q I = ��_ " , I ( I � -1 TO QLAMSS� ON SHEETS " 0 __ �­,­_­ 44 -I omm� i ON TO GLASS. I ; �Sm SCHEDULE I 9 & IT I _�, - 111a� i i " "_ - I I I ummi an r-'r) ILI M... -A (SEE EDULE ON .. - - -._ .0 i I ON SHUT 3) 1 VEI;Eio SPACEIO I, - _,---- -, - - I * I---- SHEET 'L, L_ f ­_ - " LENGTH I _._ __ W., ��A�`­ -, �� - -"- � I I . PANEL -L __ - v 3 A. - - __ - - -A--- (SEE SCHEDULE r -- ­­ I _N ,___ - =1=11-41 PANEL LENGTH 111 ==41 ; 1--w- . --I----- 0", I , .� . EX= (SEE SCHEDULE � ON SHUT 3) 1 1 III ---I ON SKEET 3) - I � SEPARAXIM � =Ia� f- ------- i MIH it _ TO MASS. I --II _AJ) 1 1 I � f i SCHEDULE L_ - - . . L =�� j(SEE I , I a ON - 3) i OU � I � ; I I I OF V . , OF 'L* J ­ , � ! __01 , � I I No I �� MAX. , � � , . I I � ; I i (i)_� 011�_ . 56X ! I I , 11 � I i _� 1 0 12 llr O.C. I � ! _11-1--A ED .1 � ! i ma� . : � � : � I I i L . i . __ I i I . I I I i � ,v - I 4 R � I t 0 ---i __J p __6 fir L ' I wo �0 ! ; i = I - 1. - - , CONCRETE ANCHORS I i : - (SEE SCHErDUUE ON _____.._j ------ -,I EXISTING POURED � (SEE I=LE OJF I ,,.- . 11 PC OF WALL OR SLAB SHEETS 9 THROUGH I 0) -0 I SHEETS 9 THROUGH 10) - 2 i/b* LOW MAX ALUMINUM REQUIRED � .T. CONDITION) 109 SPACERS 0 =" O.r_ VAUD FOR 41' NO POURED CONCRETE V"ETIE i ALL MIGN AND PANEL I ; i � C ONCRETE BLOCK EXISTINO POURED _j i LENGTHS PER SHUT 3. CONCRETE 1 , � �N RECUIRM. OR CONCRETE BU IA� ". MAX. LONG ALUMINUM SPAOM 9 (SEE SCHEDULE 0 REOLORED, ­­11. ,ED ....- SHEETS 2 THRw­ ­1 2 I1Z O,C� (SEE TABLE #1 ON SHUTS 9 & 10.) CEILING A��MQUNTIHG BUILD-9K INOUNTJNG WALL MOUNTING AIRECT MOUNT YLIEMERS (9) OR SCALE 3/8-1- wm,p %M,g "144011119"*06, A. Tit I ;,"N. � ........ eo;j� * FLORIDA BUILDING CODE (Non High Velocity Hu Icons Zone) it,4t-"�IIENj�"--��\ : ..,* 0. 44167 I. 1 Ixogge mu-m Ac. 24 GAGE GALVANIZED STEEL STORM PANEL CP_ z = *: - . .*= OPAWN ft . FOR MOINATION OF S = . * : 2 01/27/3020 EDGE DISTANCE 1� -$-.. STATE OC< , Z, 11LIECOopie" 01-OML PROTECT" PRODUCTS, E.D. -(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE . _ - !�__ 1, ,V,Wo &W 01 KING &� 61 617101T I.I.C. am SHEETS 9 & 10) COMBINED IN ANY WAY TO SUrT ANY 1�� 1. �,ggxo� 064) IAV& FL =4 iNSTALLATON. �_X/T4 .9c 169-1845L M (04)100-4117 20-175 OVA" No "*ft A.4 sicAw 1j1f11lma%I$vi/$0wggAgE,wm V.47M A. lufft� PX I 1 . - 1 m p- - - 1 "m 6 or is I um f-11 . , I - - . I INSTALLATION DETAILS FOR SERIES 2gQO Ik JQ99 INTO EXISTING WQOD KRUCTURE5 E-Z HANG STORM PANEL -1 � - - - I , � , , , , � 1 1/4'4 LAC SCREWS 0 S' OC. W/ " i 1 1/2- MIA. THREADED eDWIRMUM , I , � , - 1 , ,� I / 1 3/4'0 LAG SCREWS 9 5- D.C. A/ I I 1 1/2- Ml� THREADED PENETRATON / -TO EXISTING WOOD WADER. N / 11 � r,-1 Ir 4 AEOLIgm!) Mum O-Ncm- 1/4'0 LAC SUM 0 S' O.O_ W/ 1 1/2- mt,' THIWADED PG&7RATIGN I i -70 E90M WOOD WAM. I , i - I , 1� / ,� i '�, i I ) ...... . 0 co.t. pul- S,KS. I I - - - or 0 1"11, , I , / ; 4 Out" SA.S. I " , ) --@ 0 E& END OF(D , \ - , � \ / // , \ / \ / I � TO DWINIC WOOD HEADER I 1. - - � / , AC& / 6 C- __� e '1� - >< / , + 5 . � ;111, " I - � / -, ,� 'k 0 LAC SCREWS 0 5' O.C. W/ - I I - SJILS� \ \ JI,gxI . /� I I I .1 T I TAM � ,/ I 11 e,41�, 2 " Mi.. THREADED PENETRATION / , \ ) , " 0 (D " � 11 \ / i, 'r (SEE DETAIL k �11 1 ,ft.. = , Nur , �� � I �� OWING WOOD HEADER, / . y ,a "1/14 � I '�? I il" L � NOTE IA N _ " . - W04 I Vomytt C ..... of ar") 4 C0,14, 11 .� .. / / / � ,SEE D17AIL IA4 A, I TA L�), � 11 , S . 5ia�4�- �._ I I 1 1 =�7 1 1 OF EVERY (E) - Ki)=,- POP w1v - � -----O ,I Q) C-L fI4.1- ILK,& 0 Ek Swo OF (D (ME WA& 1/24 III �X_a_,A_" _ // \ I � - - - -7-, I - 2=.-�. 11 ;6fgg_2O.j TO GLASS. 10;�132- 5 *.T.' 1 - 29 1 ml� . vw,� 5 - SEPARNTION i / TO CLASS 41�� �- I KING 0 1 4'0-MO A* ,( so" f/ 7/6*0.3/32 , � 5 . I WOOD WADER HEOUNIZED I I . - I m N a 1 Evary OVERLAP v _il' EVERY ..,W a 1-1 - - 19 2 ?)V w, -WWVKRDN- ; 1-r 1 4 I - I- - - -1 I �� 2 9/16* MI, 111-20"314* / , I W __ J/ � V, : To CLAM L_ yrojwle C; , SCREW �/ s I I S I - -4-1.1 , - - - , __ - - SEPARATION - . -N i - ; I i .9 TO GLASS- EVERY OVERLAP I I 41�zs. EVERY OVERLAP I I J_ I 10 ;, . I I - I I , , ;_ i � 0 I . . , " , . i . 4 -@ I - I t I I ;;'] 6 ; 1 Ft8 1 I 11 j j i I, .. gi . - I IV i I J_ ij / , i , i ><- II , , 11 ;, 1 11 1 k g . ;, -1 . , , 8F �_-, � I �1_z' I j 1 J_! 4 . 4' 2 , 1 t, A J, . i I I - I , � a / i� � I 1�1 . a I . (2- _� : �j 1 -1 , � D - ,'I - -, ,<1 I I U 2 / 4 4*0 4" M.S. y 11 2 . . N 1�1 \ i k�j 4,,4j;%LW11AFEMALE 0 i " R , / 6 i " , 1 I I�L -3 aF � - k, - 1�' - 11,� - - , -1 11 . 03-2 4 � E NOTE IA DEWN) - 4 .. 12 1/2- " j I , I 8 �, - . - yg;?q.--% .1 . L I " -- 114"0 LAG SCREWS 0 Ir O,C. 11� N i r % .PEWIrwT.04113, / i �� (Z n4 REQUIRED / � d L � 'I ily k . , .. -1 727"- ;��14�w =0^' iMn: I wom 'A aftow) PIA� At SEMIS 211. W ,Wj714 'I I I'MICUIAIE PLUS 1. FLAT OR ON Cog" " - - --- ! =4.--V`G I I WA � . �4�]W.& W/ 7jgg'*4/32' ;z '\� 6. $E 6 SER .."ON 0 12W MR IDDO Pe L UNTIV 0 / - ,� 11 I I I OXI � *�. J - :&(IU44 REOU / "71 , , L__ __ ,, -1 .- � , -I^A� SCREWS 0 - I I I '0 1/1'0 LAG 0 W/ Ir w ' UK Ygo, I 't r A 1 4 , ... III, I,/. 101 OF OF FLAT OR ED" ON INSTALLA11 ALI%",A..w / � , \ , i I \ � I � ' \ ;l I I 1 \ 1 I I WDC F TE pr - - 441, 2'.4' WOOD RAt OR ON EWE PLATE REOIAMDO CLAT AMENAM 1"N SCALE 1/4-�I- . I ,!-,-� , I t 1� " I , I FLOORTO , __ , , CEILING RUIU lj��111413 lwl� 1. INSTALLATIONS An ONLY VAUD FOR SU NOS WITH A.S.D. DESCH LOADS Up TO +8A.DL -I" Pof AND PANWS LENGTH UP TO V-10-. IOUNTING I I '10110th EL" ,,%,; 11 311W i T�'7/��_,.-151.1 ALTERNATIVE 4N SCALE 1/4*- I' 2. MR NEW wow FRAME CONSTRUCTION. *000 MEMBERS TO BE SOUTHERN PIKE N.. 7 W/ SPECIFIC DENSITY OF 0.55 OR EOUAL . �.* � EI , " ".. ".0 " I � L ­` EN 40 , se*,-� - Sa ST OF AT TOP AS - - WELL "S OR JrAMX, BASED ON EW 7i:19E I "o" U" I . \�t I I 41: -, I , : - " = : "U� ,,,� gut -. = *: It .* * S : a -9 FLORIDA `xtama TXTMI VAL BUILDING CODE (High Velocity COn* ZDn*)l ry. 20 GAGE GALVANIZED STEEL STORM PANEL W 1000 OR ME IT I ALMANAM. I -W- STAT OF ( , _p *_ "to "" * - - 10- HEADER WOOD i 1! 0'15�� __ - ______ __mtL_ "latn" 11LIECO PROTECTION PRODUCTS, I.I.C. I ..., GLOBAL WE, _v&mOblS, CON MaAo�,--. � -,,,;,-,e,,l i O� m -;;�_'_'.V&�, MUO rm 5 SIRECT DAVE rL 3mll 20-176 TOP & BOTTOM MOUNTWGS CAN BE COMBINED IN AM WAY 10 SM ANY INSINUATION, I I am SIALE. 11'r . ,�� 1 _7g - - 5= Is � "K.W. g')UM-7N4. rmt (05KIM-M, ft _1 I NOTE � SHUTTER TwmS HOT S'HOWN rag t, ART 111 "".- PE SE"WTIfiT,MAW __ . . . *AM A� �­ I"- fftwoRmh ut "167 5MIM-1. M - - I , -, A .- F-9. , 1 1 SHOR W OF " I 1, .1 - Pi I, I ,T11 4J.1J41-16 )It: 7777 I M, rm, I , " - , , , A', w, mi MAXIMUM PANEL LENGTH "L+" OR -L-- (ft.) a WXWM ki'67, DESIGN PRESSURE RKTM (P,.T.) (I, or -) coNGCgiM & AVOID INSTALLATIONS; t L+ L, 20LO rz'--o' 121-01 25.0 I2*-O' fil-S. 3010 Il'-8, 10'-9' no to* -to' to*-o* 4" IV, -I* r-4, 4&O 91-6, "-9* SLID 91-11 81-4, __ $S.D - 8�7` 6ao S�jr �'-7' 610 ig--a- 7,-4* 70.0 ,.�'. 21-01 75.6 . r-5' 61-10, Sao 7`2: 6�-1 - fto 71-0 6�25: Pao 6�91 6,-2* gmC I 84-glo 41 -4. $00.0 r-'s, I S'-11- Imo - - __ V-51 __ __ 5�91 110'a --- - $'-;I I I - - Frox 1 Ig�lo wa imm W-AL-W" OR D.M. (1), (�)� ACK-W - MAXIMUM PANEL LENGTH (�).@-E, "L+" OR "L-" (ft.) 0 MAXIMUM A-IM DESIGN PRESSURE RATING (P.JJ (+ - -) CONCRETE & wow WALLATIONS t W.D 14'-4' - 1 13'-O* 2510 12�tol 1:,-?, ja - "*-,r lo,-r M.0 go�lo' p'-9, 44710 91-61 9�2" 45, 0 01-1* &'-7' __ - Sao at�-7' a'-2' S&O W.0 . 81-0. 1-1. mo 7*-8, 1 7'-2* 7010 1-1. tv- I 1, 7aa "-,. s'-s* 7'-O* 61-5, 85.0 1�11 $I_j* 90.0 6�91 gg�!- 95.0 e_11 $'-I*' 1004 61-3* S,­- ymo . 11010 I - - I v-1, 114LO 1 - 1 4'-10*_ 1 - i It, MNIMUM SEPARATION TO CLASS SCHEDULE MAXIMUM PANEL LENGTH *10 SPEED C 170 ­p.h WIND SPEED �, 170 m.p.h (h) UNRMM41NM I RESIRAINED � 30 OR LESS 1. 1. a, 8 1/4- >S3 To go 1. '. 7 1/v - 7 1/2- >90 TO 145 1 I- 1. 7 11V 7 1/2- F�z -mimij r _ I =11/ij .I.......- ­­ I-. A-% - A �­ 1.^11�1u^ ^^Unl.rl^u - ------- ___ ______ ___� T`:)`P wmm � � DIRECT MOUNT 1. HEADER .U. WAVER 1.5*X1151 STUD ANGLE *r T10411 7;,&ACK ,I= � SUILO-Oka Ir vv" c=L - DIRECT MOUNT 46, 1. W. av w So. 1. 1.5'�".S* STUD ANGLE 1. '. 1. ". 12' 38 , 1 38* "r TRACK 55- 32' 32- 42- 67- w 1 60' = .r W SIDE C So!: 1. '. a* M. - w 5we 1� I , SO, 32 � D.M_(�), - 3' MAX __r___ I ANCHORS (SEE SCHEDULE ON - I' MfN. :[=- SHEETS 9, 10 *11) - ­ � -4 - , 0 ____ r -T - -1 - r- - WIN. PANELS DNS AS - 1 /4. 3/4, 4/5, 5/5 & 6/5 I W/6, 2W/6, 3W/7 & ,11W/7 I a -J-- - __ I [+ � - _JJ-1.1-1i ;, -- _ _13OLTED PANELS W/ als-20"' S.S. .., BOLT W/ . EA. OVERLAP (SEE SECTIONS AS APPLICABLE) I - - �, 1-1- LL j- ! � _L_ 1� - Ily I I I - 1� I I I I [11- 1] P , i I ! i 1 I j I I � , ­­-- ____ - L­-'ia: WAX 2/4 1/4, 3/4, 4 / I WIN. 1*111116, 2W/S"0iW77o&7`4'W'/37 -ANCkM (SEE SCHEDULE ON SKLM 9. ID &11�­­­- ­­' REGULAR STORM PANEL 151) ELEVATION I NJISI I 1V I",. GAP ­.. ­�,�,­__­_ 7 i- - - ROTM Oil) L�� MAO" ALLOWABLE PANEIL LEWITH FOR A GNEN POWK AS-11 OEM LOgU1 L­ MAX ALLONAW PANEL LENGTH FOR A GIVEN; NEGOTIVE A-sa, DESIGN LOAD. (2) PROCEDURE M DETERMINE MAINIUM AIND, LENM GA01 A POSITIVE A.S.D. DESIGN WAD, DETERMINE MAXIMUM PANEL IENM 'L+' FROM SCREDULE. GIVEN A KEGATIVE A,S.D OESIGN LOAD DETERMINE "WRA PANEL LENGTH *L-* FROM SCHEDULF FINAL MAIG" ALLOWABLE PANEL LENGTH IS EQUAL TO THE MINIMUM DErOum PANEL LENGTH BETWEEN "L+* AND *L-". (3) SEE SCHEDULE SELOW FOR WN. PANEL L04M FOR POROSITY QUALIFICATION. - I t fflsIA�TW4 INTO wow ARE UNITED TO t 0 p.a.t, MAX A6S.D. DESIGN P��RE RATW�G I I I .. 44167 'I lj� .= TILTOOL INC. * . * Ic - - r__ TE OF /TIL ECO, q I ____-�­ _ ­.", 24 GAGE GALVANIZED STEEL STORM PANEL I " I DRAIM, � . .OBAL PROTECTION PRODUCTS, LLCJ "'"' ""� ' - -0m 1 A"' ' WIND M 0 DAVIE, n. 'We (W)M-754& - _ . =21,!=! � I - T­ _ 11- I 75 .. INSTALLATION 1XIAlU E08 REGULAR PANEL (1) , A. INIQ WQQ]2 STRUCTURE5 - ---r ­_1 ---- If- - - __ __ ­ - - __1 , . �v � Mkl. I 11-1 -V ;f/7 -, , � V �_7 , t -; I I � I j I - I - � I � I I � I I SlYMIATION 1 --(D I - �i, - I--- - WOW ANCHORS 11 1___' 11 I �, I TO CLAM -- i � ,� -� ,/-(SEE �11 ��! ��. 1­(�) 1/4--2w, I ON SHEET 3) 4 a 1 " i SCHEDULE ON I (SEE SCHEDULE I ,.�� <_ ><, � - , WAD SMYS I - i � / SHEET I I) ,�� _/ I � - �,,�� I , ;�, , __ ��l I ,1;16r 6 1/4' Mo. , / I i ,- -_ , � / . - I , - .- � � I 1, I I � � y �� � Z / . 1. � I �, i / I r ==1811-11 .L. i ____� 11 - \ I \ I -�- // ,I mol, / i 11 WOOD HEADER I 11 \ % f ; � , rxwp w WOOD ANCKORS I --( 1 1 __,&,' ------- I PANEL L04M / / CLASS � �_ ,. 1 , _ I I I (SEE SCHEOvu: RED RED I 1, �� (SEE SCHEDULE ON q 1-ol I A -, ; I ; - ! ON=le �, � V Ii 2� t1i,o k I I i ,1� ,,, SHUT t : 1, ,so 11) � ,q - - - Y MAY I /"a ! ,� 1, , 'I '2* � � SPAM I , J i ­ 0; v ! /I �,j �� 01 , i . \Arlw9i , ., Ili � - - -, , T___ ------ t I � - - L04MH i M�x i "7 � - \ ; WOW H - -4 \ / - " 1� -,' I I EO I ,'� 1� ; j / i � REOUIRErC& , , ] C '4r I .,k � \ I I . - - r ! Q / k K- \ t__ i :: I ." � -� I , ; � I / � , % . k "i , � t 1�. I I T � - L , t !I � ____J_____j � i � ! 1� �1, 1 1 1 L i i i 11 G ALUMNUM SPACERS 0 12 1/2- I -, ; 1 TABLE 11 '�� ,� D.C. (SEE #1 I I I Nfi� i i I �i � SEE NOTE - BELOW W=s FOR 0 1 1 i i I ,I i I sm., 04 i It" mw ! 'L' MAX. I 0 � � � i � I Ilr LONG SLEEVES. 'r 10 GLASS. i PANEL LENGTH � ! i 1 , 11 I PANEL LENGTH I I 1 ' SEE SCHEDULE (SM SCHEDULE I I (SEE SCHEDULE I , ON SHUT 3) i 1 1 1 -PAIIM MATE FEMALE ID OR PANEL, VAIE r( I SHEET 3) L_ __L__ I ON SHEET 3) I i i ,� 11 ON T ", =_,_ - , -"- - ­_­ � I '� I I PLUS (SEE SCHEDULE ON SHUT I 1) ",.a I I - t,A� �, �­ �jl " -1 � 1--­,A�­_ ­­ .. .p f I __ - -I I I mi.. ---I- - AV - I I , - a I %X1.11 fUMEL I i I E; " i LEM" O� Y_r) I EXISTING I ,SIN I � 2-x4- WOOD -_ OlInN-0-4 1 4-- ------I � LASS I / , i GLASS SEE ;6,_E_ 1 __(i) i PLATE REWIRED �_ I I f � ! ON Smm 3) DIRECT MOUNI W/ SPACER a 1 1 I . t i : . t I � * I I - r__,_4____ _r - I I ALTERNATIVE 2W' SCALC 3/8-1, I i _�D , � � 1 � --(4 ; I I 1 sm � , - If 0 12 1/2' OLC, SEE TABLE #1 ON SHEET I 1 FOR MAX. PANEL. LETMHS & i I -, - � '� . - I t i OF "L ' ��� - I I MAX. A.S.D DESIGN LOADS FOR THIS INSTALLATION. ,� iUli , __� - 1�f , � MAX. !� EO I ! - -If� i i 1�� - F = - - ,,� ------�o �, , t_Lj____ " .7- ,� - _j I '�, , 0 12 1/2- O�C. i t ,�_ 1� � - , 14 i . i , � E�- 7, - I,- � i tv I- ; I �, � , % � , - � I � ; 1, " I � � � , I - wow ANcHgm -- I , i,_ L_j , ** Jim I-- I - i " -�� !k4l __ - , I STAMERED W1 STUD , lif . ..-..-- N Eb �� , __1___j � ,� � I I � I � I � SPAM GA MW BE I I/Z' Logic IF. If 1� � (SEE SCHEDULE ON , v � ; � , H , I .. - \' , , �, ' "' " I q L\ , li � t i , , �� SKEET I 1) !r 2"x4* DOD , � ! 'I �11� I ' � L-1�4) \ I (I� 12XIAN"m "gS =`t04oW1A `RJ3WT1gV9U"K0""MW`A`NY` _V � i ' , *Am 1� , , W __� , - 1, 1-- H , , 1 , PLATE REQUIR I � , ii :,, KKOW "000' immam ON sort 11)� �, �,, �L __ _=1.1EANCHOR1 ? 1 I L , 1 21 41 WOOD CURRIBITLY i;wm, SOMAINION TO QLASS Impom 1 I ,� � ' 1 , i . I FEV W/ STUD �, _. - � -4XIE REQUIRED III wLm.i;-..== .0- -.-.,re-.-.- �' ) i'i I � (SEE SCHEDULE ON ­11 , -- L 1�i Eai:F�� , t I : SHEET 1 1) me 6 A RESIRICTION Awm 12 t/2* 01C. SPACING ALLOWED ON I j I 10� ,�`� SKEET � \ , I � (3) w An DEAN PREMM ,�, � I 1, *4101 -0 P.t. (J) WX 24 OAGE PANEL LENGTH IS WRD TO 114- AT ANY OPENING � � 11� RESTRICTION FROM LARGER PANEL LENCTIM AULDOED ON v 00 M"IMLAM STORM PMM LENGTH 0 =.!"A SHEET fI)L G WALL MOU"m MOUNT 11111"'T IV ALTEMOME 2W (4) I 112' LONG SPACBR COMPONENT f2A SHALL BE AS 94VAM ON M =RA PANEL 0WAILWINGH is ONLY 6 SCALE 3/a-1- SHEET L IMSTAUATIC" or /r LOW PAM IK n owy I I M� WfO AN EXISTINKI WOW FRAME WALL. ww "R wm ZONES 1. 3 AS WERRIZ, BY AM E_,MM GONNUAD Asg THE 2010 (70, WITION) OF YW FLORIDA SCALE 3/8-1. (4) 04TALLATICH Wj=m MR wm VIALAING CODIL i I ZONES 1. 2 A 3 PER r 192a-*& "#4"A,,Agg,, , � I I �11:.TKQ, ". NOTES, .. ��r,EN&e. ... FLORI A BUILDING CODE (Non High Volloceffty no Zono) i; am 1101IM Ac. Cp N= EM COMBIMMON OF SECTION : 1. INSTALLATION ARE ONLY VXJD FOR MAY. KS.0, f .-' NO. 44167 % = 24 GAGE GALVANIZED STEEL STORM PANEL ORION st DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS !*: - : 3 AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR I * * TOP & BOTTOM MOUNTINGS CAN BE . : - WIV12M COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') % -*-. STATE 0 - ' 11LIEC01110C. GLOBAL PROTECTION PRODUCTS, LLC. DAM. _ , !"111, INSTALLATION. k � 51W. 31 !TRW I -AORID - * a�" DAMC FL 1 2. FOR NEW WOOD FRAME CONSTRUCInON: WOOD - .., =. PHOW (Abg)M&­t5W?5, FAX- (04)601-41W 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ,*1;11gTi6=* I DENSITY OF 0.55 OR EQUAL . ..... ma,viii..'.. �mw,o - 00444 ". wm1m & .21 J,� � F�L I il i w! I � gow A of is I . 9ENO& NO= (1) IQ -- 0.55 MiNA: �,�Iftnm A.1��� JEI Waft& (P,F_D�) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE 0 TAPOON ANCHORS, AS MANUFACTURED BY LT.W BUILOEX, INC 14P WITH THE 2020 (7th EDITION) OF THE FLOROA BUILDING CODE. THIS STORM PANEL WALL NOT RE INSTALLED AT HIGH - #14-10 PANO.WATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MIAMI-DAIDE / BROMM COUNTIES). - 1/4'0 LAG SCREWS PER N_D,S_ DESIGN WIND LOADS SHALL 13E DETERMINED AS PER SECTION 1609 OF THE ADM UENTIONED CODE. FOR A IMSIC KIM - 7/16*0 . 5/8' WOOD BUSHIM, AS DtSIRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO. SPEED AS REQUIRED BY THE JVRWVION WHERE STORM PAWL MU, BE INSTALLED. AND FOR A DIRECTIONALITY FACTOR KV-0.85, USK ASCE 7-15 AND SHALL NO EXCEED THE MAXIMUM (&S,D-) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS StiIALL BE 1 1/2- AM 2- FOR ELCO PAPIELWnE PLUS 3. 9 THRU 12 & 17. 18. AND PANELMALE FEMALE 10. N ORDER TO VEPJRY THE ADM CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-iG SHALL BE FIRST REDUCED TO A.S.O. DESIGN PRESSURE RATING BY MULTIPLYING THEM ErY 0.6 IN ORDER TO COMPARE THESE W/ MAW. (A.S.D.) C,2) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SHALL. BE I i/2-- NO nffNEADED DESIGN PRESSURE RATINGS INDIGAICID ON SHUTS 2�, 9 1 2 & 17. 18 PENETRATION INTO STUCCO SHALL BE CONSMED AS PART OF THE REQUIRED THREADED PENETRATION. 94 OPIDE TESTED WERE NOT OVER STRESSED, A 33X INCREASE W A1.LOWA8LE STRESS FOR WIND LOADS WAS = USED IN THEIR AXALYSI& FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SKAU_ BE AS INDICATED IN THIS DRAWING ACCORDANCE WITH N.D.S. 201IL . STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE RAS VEEN VERIRED IN ACCORDANCE WITH SECTION 1609.1.2 OF C.4) MINIMUM PENETRATION OF WOOD GUSHING SHALL BE 5/8'. 1/4 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM THE ABOW MENTIONED CODE AS PER AMMHAII TEST LAS OF SOUTH FLORIDA REPORTS 10814.01-01 AND J021942-09. AS SHOULD STUCCO EXIST, ANO 1* MIMMUM FOR W&LS WITH NO STUCCO. I'M ESTO 1 2-99 & ASTM E 110-02 STANDARDS, AND AMERICAN TMNG LAB SOUTH FLORIDA REPORT #IW.01-10 AS PER JAS_21DI AND TAS-203 PROTOCGLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION IM OF THE C.S) IN CASE THAT PRECAST STONE, ,OR PRECAST CONCRETE PANELS, STU= OR WOOD BOARDS ITC FOUND ON THE OnTING FLORIDA BUkLDINC CODE WALL. ANCHORS SRAUL BE LONG ENOUCH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SKALL BE AS MENTIONED IN CA), C.2) & C.4) 2. ALL ALUMINUM EXTRUS*n to BE EO63-T6 ALLOY ANC IEWPER, (UNLESS OTHERWISE NOTED), SEE SHEET 2 (0) ANCHORS SHALL BE INSTAILIAD FOLUOMNO ALL OF THE RECOMM04GAII00S AND SPE(IFIVAT)ONS OF THE ANCHOR'S MAIIIIIFACTURER, 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 5105-HU ALLOY. 8. PANELS MAY ALSO BE INSIAUCD HORIZONTALLY FOLLOWM INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4- ALL STEEL SHEET METAL PA14ELS SHALL HAVE STRUMNAL QUALITY STEEL ASIM A-653 GRACE GO MINIMUM, G­60 GALVANIZED THWUCH 5) EXCEPT THAT HEAOC"(D A:* SHALL HOT BE USED, STEEL DES04ATMN W/FY- $2.2 k1i (AFTER POLLM), 9. FT SHALL BE INC RESPONSMUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO BE STAINLESS SICEL 304 OR 316 AtSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL, AS PER DIN ATTACHED TO WSURE MPER ANCHOR41GE� THIS SHUITER SHALL ONLY BE ATIACKED TO CONCRETE. BLOCK OR WOOD FRAME BUILDINGS. 50018 W/ 50 k., VICID STRENGTH AND go k., TENSILE STRENGTH AND SKALL COMPLY W1 FLORIDA SUILVING COOF SEGTION 241 1 ,33,4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1, Z 4, 5, 6 AND ALTeRRAIMS IW, 3W & 4W ON SHEETS 4. 5. 6 & 7 RESPECTriELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE WARMING INSTRUCTING OMER OR TENANT TO 5, BOLTS TO BE ASTM A-307 O&VANIZED STM OR AISI 104 SERIES STAINLESS STEEL WITH 38 W MKIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7- ANCHORS TO WALL SHALL BE AS FOLLOWS: 1 I. THE INSTALLATION CONTRACTOR IS TO SEAL/CAL." ALL SHUT`rER COMPONENT EDGES WHICH RUM IN OMMUOUS CONTACT WITH THE BUILDING TO PREVENT WW/RAJN INTRUSION. (A) TO EXISTING POURED =iCIRM - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. INC, CWY. l'o-3192 p��.) iZ. STOIN PANEL INSTALLATION SHALI. COMPLY MTN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4* 0 x 7/8* CALK -IN ANCHOR% AS MANUFACTURED BY MVALT INC. PROVIDED ErY THE JLW#SDtV*N WHERE PERMIT IS APPLIED TO. - 1/4'0 . �1/4" SOLO -SET ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW, SOLT & SPECALM CO. (wrt. f,_3000 P..J.) 13. (a) THIS PRODUCT EV&UATIOK DOCUMENT (P.E.M) PREPARED BY THIS ENGINEER 15 GENERIC AND DOES ROT PROVIDE INFORMATION - #14-10 PANELMATE FEMALE 10 & PANELLOTE PLUS ANCHORS. AS MANUFACTURED Fry ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PR.ECT; �.. WHERE THE SITE CONDITIONS DEVUTE FROM THE P.", - 1/4'0 ZAMAC MUN ANCHORS, AS MAINUFACTURIED BY DEWALT, INC� (b) CONTRACTOR TO BE RESPONSIBLE FOR TKE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAMN Of THIS PRODUCT A.1) MINIMUM EWOME14T OF 7APCON ANCHORS WTO POURED CONCRETE SHALL BE 1 �1/4'; 2' FOR EIM PANELMATE AND BASED ON IRS P.E,D. PROVIDED HE/SKE DOES NOT DEMATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. OONSMCTIGN SAFETY AT SITE IS THE CONTRACTOWS RESPONSIBILITY- 1 3/4' FOR ZAMAC MPLIN ANCHORS, (�) THIS PRODUCT EVX-LL47ION DOCUMENT WILL BE CONSIDERED LWkJO IF MODIFIED, A.2) CALK-N & SOUD-SEr ANCHORS SHALL ERE ELISUDED 7/8' INTO THE POURED CONCRETE. NO EmagEoUgEw Iwo STUCCO SHALL BE PERMITTED. t/4' P-20 SCREWS USED El"I BE 1 t/2' LONG MINIMUM SHOULD SWOO EXIST, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHTECT WHICH VALL BECOME THE AND 1, MINIMUM FOR WALLS "IN NO STUCOOL AND MAY BE KEADCD SCREWS OR ALL THREADED Sam" WIO HEAD, ENGINEER OF RECORD (E-GA �O ' AND 0 WILL BE RESPONSIBLE FOR THE -&'M PWRIO, PROPER USE OF THE P, .1" BUT WITH WRIC NUTS E-D R01 . ING AS A DELEGATED ENGNEEP TO 144E P ED� ENGINEER, SHALL SUBMIT TO IRS LATTER THE SITE SPEVM DRAWINGS FOR REVIEW, A�3) IN CASE T14AT PRECAST bTONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS RE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANCLS� I.) THIS P,E.O I SHALL IVEAR THE DATE AND ORDINAL, SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHAUL BE AS MENTIONFU N ALI) AND IN k2). ENGINEER O� RECORD THAT PREPARED IT. (B) TO OWNG C E 14, SHU,, MANUFACTIRIER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY 1. T. W. BIJILDEX. INC. PANEL SHUTTER IN ACCORDAWE WITH SECTION 1709.9.2 OF FLORIDA SULDING CODE ONE LABEL SHALL BE PLACED FOR EVIERY OPOONG. LABELLING TO COMPLY WITH SECTION 1709.9.3 OF THE - 1/4' 0 . 7/8 ' CALK -IN ANCHORS, AS MANUFACTURED BY DEVIALT. INC. FLORIDA BLMLOiNG CODE. - 1/4"O X 3/4* SOLID -SET ANC140n. AS DISTRIBUTED BY ALL POINT SCREW. BOLT A, SPECIALTY CO, _ #I,, -IQ PANCL"TF FEMALE 10 AND PANEIJAVUE PLUS ANCHORS. AS MANUFACTURED BY EUC0 CONSTRUCTION P MWtt, - 1/4- A ZAUVVC: KAIUN ANC140M AS MANUFACTURED BY DEWALT. INC. A, Tjj . . �:. ��i 'ME ­.... 0-1) MINIMUM EMBEDMENT OF TAPC - ON ANCHORS, EUCO PANFINATES AND Z4MAC WJUN AANCHOR. INTO �gci� . FLORIDA BUILDING CODE (Non High Velocity Nu Icons Zone)l .. BLOCK UNIT %tALL BE 1 1/4 � _ I : .2m Tkim INC. - - 10,44 7 " � 24 GAM GALVANIZED STEEL STORM PANEL - *. S 0IMMN. I 0.2) CALX-IN & SOUD-UT ANCHORS SKNLL BE EMBEDDED 7/8- INTO TFE CONCRETE OLD" UNR�=Z: _r� W; IST� STUCCO SHALL BE PERMITTED- 1/4- 0­20 SEEM USED SHALL BE 1 1/2- LONG MINIMUM 5 * Mllv__�� 1. AND I" UNMUM FOR WAU.S WITH NO STUCCO. , ., z GLOBAL PROTECTION moucts. Lm �1_ �__ �__ - - . .�_ - 4m so, V P1117 B.3) IN CASE THAT PRECAST STOW, OR PRECAST COf4RETE PANELS, STUCCO OR WOOD BOARDS 'RE FOA,1:1jZ ORI ,.� , �'Im',Hc*_ WME. � =1 --- * , .. . BEHIND � MF=--r- _T R0004L gAMXgM1-734& FAt 4 EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE AC . . � .F tw-)m � .. - 19�V=__ ANCHORAGE SHALL BE AS MENTIONE0 IN 0.1) AND IN 61). - C.-OON'719 1-f _-_1GAIE , -, I .,,, , UVY`* !W-M I I INSTALLABON INTO POURED DETAILS CONCRETE OR FOR REGULAR PANEL CONCRETE BLOCK STRUCTURES POURED CONCRETE - ='POURED CONCREM OR CONCIRETIE a"" RITE BLOCK I I fROUwUL REQUIRED CONCRETE CONCRETE ANCHORS W= - (SEE SCHE I 04 10) SHEETS 9 ) -4) (SM SCNEWLE ON $HEM 9 THROUGH 10) �,4) EXISTING POURED CONCREFE OR -, I I /2" 31/4' , CONCRETE BLOCK --I -1 REV. 3 QN, :,�,".wm I I j 1/4- , CRET:COUg � . " CON ANCHORS - I _______ I I . __ -1 I (SEE SCHEDULE ON I 1� 1�� I i I ELD. I E � sHEM g THROUGH 10) � i i I I - I ­1 I I A , r � k I . 11 � r1//&/k///.. - I I I Poo, ,r// i i � ED I i I I ; .1-1 ­_ 1 _01 '. I � � 1 -q) I I I 0 i : I I - I - 1/0-2gh," 1 ,_ Ain BoLls . . L adlo . 11 ff ,/. . 441.�-aio � E. i I III I � ; I EPARATION I_ TO 'CLUXas. - --- z A, JA / I 1 =.%r_1_0) 'L, TO GLASS. � I I =rl-Ir I I . i � ; � i I EXISTING (SEE SCHEDULE GLASS ML4 -+----- ---- -- _ I M_ --- R. SHUT 3) I � I--- --- __ - I I ! I . (SEE SCHEDULE I 9 I q .L. v M-Ilwli=7 i CONCRETE ANCHORS __ � --- --y-­ 11 . ON SHEET 3) --,--j I - - . - It Ir �___V&­=7 PANEL LENGTH ; PAUR LENGTH -1 (SEE SCHEDULE - I i 11 __L - - ! (SEE SCHEDULE ( - - - - � t- --- - � It i 9 ; ON SHUT 3) I==W=�= -Li ON SHEET 3) ___ -1- SHEETS 9 THROUGH I -<D i 1 , I ---. � 7 I I OF-wL. I mhm� I __q) I I 1 � I _" i I _1� W MAX. � 1 , - i � I I . 31PW 1 I SOX 1 OF 'L7 I � GLASS I i � ­T , - am" 5 I `2 :11�141 Q.t : � i "'I" I i � �g/;/ gav/ 1 � v I K - 4 � i I � � : � �,, ; C. lg� [� ! I 1 ! I E,O. � � I E.Q. I-.-- � i ­ � � I 1. ! ____L_______________i_. - ''I ruL I i i 1 1 � __ ___@ i I i ; I ; . I -I& � ; 1 4 - I . I . -�-_i� WAS" mallo =NO 1 .ET �. ; . � =CRETE BLOCK I 0 12 Ilr OLC; I � p I . APPLICABLE) I � I � CONCRETE ANCHORS 1 r I . . . -1E0r --cor '"ma 1 _40� I , 114'iii�_, L RrOURED. I 4 _.____.______i_____j � __ , (SEE SCHEDULE ON _j � __ ! MAW i m 0.1- I 1. L__ I - 9 0 10) WA _=;��_:=S LOCATION . I , L-T I 11_Tm POURED CONCRETE ARE USED &A%A WHEN __��i CONCRETE &LOOK &Tm-TE co-RETIK-2 Lmmc�m Con TC : CONCRETE ANCHORS PANIELMATES AM USED, REQUIREIL A W-40RS sum, Ow mG, ,F STANCin W/ SlUff- (SEE SCHEDULE ON SHEETS 2 THROUGH 10) (SEE SCHEDULE ON V= 5 THROUGH 10) B ILO -OUT KQQNTINIG jwm, j W%MNG , SCALE 3/8-1- WAU MOUNJING I DIRECT MOUNT W%,p � ........:_....p . .. E * FLORIDA BUILDING CODE (Non High Vitiocity Nu cone Zone) F-D. - EDGE DISTANCE I - IN. , = . = -. i�' .. . 0.44167 * I * . -A F?4-z�� agam �M;G, mwI. 24 GABE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUM. LLC. T1. OPOW ft "tir" (SEE SCHEDULE ON LULE - SHEETS 9 . I.) TOP & BOTTOM MOUNTINGS CAN BE TO SUIT S_ . - ORO',- � S.W. - ..t MI., COMBINED IN ANY WAY ANY INSTALLATION. I .... Z-D tol., - I om __�. - am ­1 �- ")mm-751 m w4xff�w - - 20-175 ORWM ft - I ItIllill ch-001717" n'! 2M M-1 'wimp &IN .� I P- ___ VAM .., I I I I . � 4 W 10 I -- -- -- - - INSTAUATIO QUAIL5 FOR REQULAR EAREL In INTO WQQQ - ,,,�,',- �7^_` ?Z // ' / Zr / ALTERNATE LEG 41*4" (Alin.) EXISTING - 7_ Al , , - ­01CATION _, 1 ,,� _ / BEAM REQUIRED. =ML / -'/ ( I � I 1 1 C! - , ADEQUACY OF EXISTING WOOD / ; f .- - I/ --_ p � - 4 SM TO BE CERTIFIED BY � __;,� ii 11 '.. 0 / I -, / -40 REGISTERED "MR OR 4 , , - � ARCHITECT 3R TO SHUTTER / I / ___ --- 1 ir , . , r WALIATION / I ANCHORS - - i � � � 1 -,, I , , - - _r-SC44EDUUF 014 (51 SONEDU , , / "I I ww - wa," wm 14r-2ft" SAL " W/ NUT SHEET I 1) SHUT I 1) \ . ==56 '_ - �, ,/2. r_EC`_t7_T�'1 -, . I / 3? 1/4' \ / I " � I it - . Ir me, I --j MAX. WOOD HEADER I : - . --ME - --------------I ___r_______i REOUIRIED . I I ,/;, 20�/ � _ I _ __& a , � � I * IV '12 =_� *___1 i ( L i I 1 WOOD ANC � ! i (SEE SCHE= ak-- 5- , - " ,I,. ,\ I � I i I � SHEET I 1) % 1 � i �Wn� i t _j 1 -,(D � EPAPATION TO I _(D � 0, I -1 CLA r - I b i I . SSZ '14-1i-mr - L E I I ON SHUT 3) j - AS, BOATS It qp � Mh Saww" TO GLASS, I i IV FA aw � I (SU SCKMULE ON SHEET 3Y - - I IL _4 ,___ mnopogm. � 1./ftX.*1",g,q - I I I ­1 Sm DO r-r 1: MAX ! .4 ­1 , 9 ok 0~ PANEL LENGTH I .__ I ­­ --- _­­__1__­_­__ - __ ___11 11 __ I --- I '=' (SEE SCHEDULE I I - PANEL LENGTH M. Y,-., ON SHUT 3) ! I I (SEE SCHEDULE DISnbp I � ON smm 3) GLASS A. I � : f--- - -- k � i r � I i � A - . 5 i .-. - � I i __q) 5 . __ I I I - I I I I OF *L' ;: � It i 56% . i ; I OF 'V . WAX. i I MAX � i i ; I I I __@ ! i I - I � I I (4)�_, "�__ 0 12 I/ * O.C. � � , � . --A------j I I - 3 1 ; . EO ill � � 3 � . NO , ; � �� ::: I i . .F- 3�� r. - i L."w-m;. . ALUM-4-I I ; � , , I A . , "'. I o.c. I 1 1�i_ ___________A___J L_ � �,,` - I ck, i �____ I �\ 1 1 "I , 1 " , '� I <\' 1 � 1 , � � - I _____ ilxa* WOOD -D 2'.4' - "D`E - ; _fi� � ", i I I : " " ---- = ECK REQUIRE �" �_WOOO ANCHORS WOOD ANCHORS ___- RECURRED \�' � I (SEE SCHEDULE ON ____ - 1 1 \ '�� SHEET 11) (SEE SCHEDULE (n�_ ____ 3 4' ----- �� ", I � � � I - ____ -­­ , SHUT I 1) � � - , � , I " . �� __ � I � , " � 1�1 I , � , ---2* MI..---- " _L_jj\,�___L_ U CEILING AND NOR MOUNTING BUILD -OUT MOUNTING ALIEENATWE 3W ALTERNATME 4W rir ,.AUE ,0.1. 0.111 �/gg��' � :.!/,I%A, %. SCALE 3/8-1, ....0 147" ** . ,_\CEN6,i--.-A . 1. _. S If *' *' . NOTE FOR COMBINATIQbl_��_ NOTIES, FOR MAX. A.S.D. IF * f NO. 44167 - I FLORIDA BUILDING CODE (Non High Velocity Hu cone Zon*)l I, INSTALLATION ARE ONLY VAUD - - : - TOP & BOTTOM MOUWTINGS CAN BE DESIGN PRESSURE RATING (p.s,f) AND PANEL LENGTHS U . -, xam ,x=. W_ 24 GAGE GALVANIZED STEEL STORM PANEL F.P. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 11% STATE OF . -1 DRAW et. �. .. , .. INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 1� . z . lz--, 11 ,o MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC ­ F m PiRclown LLC. "I," / IL ECOiNc. GLOBAL PROTEM avla. DENS" OF 0.55 OR EQUAL .. &��ft -w sm. 61 SI-I 11 J0111110111 I � =I. - !%t=,jE =,.. ='w -Aw', " pmw wileft-7se fAx; osom-st" 20-175 P'L wA,,Sam%w4wE CA-00067 is - -.1 - Qumvt amomAgo ft " I I WiM_� IDJ ZJ507 1 1 SHEIT 7 or To _+_ (1) Q) = U) _0 (1) -Cu > 0 a) = m m =3 _0 L.- a) L_ 0- C: = .&..,..., cid 0 -0 w -I.-O a- Cn - a) -t- = w = -0 CU 0 -cu -0 -= Cn -0 = 0 L__ 2 c- -2 C -2 a) �: CU c 0 .O- -.I..- tu LL- 4- 0 - CU > .- . U) a) cn " _16­0 ku " 0_ -= �- CU -0 ,,+0 .0 - -4.- (n 0_ < L� < Z' w mi � I I 9 � V-A:;)(=) j N_ - 'D 9�j L_ r a . N "', ) .: _.j " en a. "I V= M L ,�j X -0- r(.D _C �- .- = C7. I- 'i ,_ - ., C: L . . (-) _. , , ­ � r �2, 'I -g,__ - , 'D -..;, -� ") J En -1 .� p- �- U, F "14 --- �: , C: W - '�' ::;, < . < p � CU .- 1 4 . . 3: -'- 11) 'C', .) (1) - 4) - . - 1) :- � :: 0 Yi ! ;,V,. i�_' .= .. , oc 0 , � ry >1 :I. -0 . , - L­ � T vi Z C: D 0 -1 - C i.. t (a m .- ; > EL- ,� -) .= .." wo =3 C/) a) C: CIO 0 L. L. =3 Uj m < z z < _j 10- a) C_ m > 0 L_ 0_ 0_ < 0 =3 a 0 L_ 0- W Cf) m Cn SHEET NO. SH 1.3 - -6-0 (1) (2) -= — I C/) CO (3) m -0 > = L_ L- _0 ______ — a) 0- = 0 W 0_ 0 &_ END rUSMURE! DETAILS F_QR MIALLATION IN POURED 0MCREJE, MAXIMUM A&D. DE519N PRESSURE RATING (g.s.f.) AND QQRRES NONGAMIMUM ANOM SESIN9 SCHEDULE 9Q CRETE BLQr4K 98 WOOD STRUCTURES: YAUD EOR REGULAR, LIEE ') INS" CRETE-BLOCK 14AMM-AtS.D. QUIGN eREMBE AAmK_(A.msfs) AND ORRESENDING, MAXIMUM ANCHN SMIN2 .= cu -0 O- - EQR REQ" S M PANEL (I I 90GRUE A -- MOM LE En. EIMWAR -4--i (1) (1) M PA—NEL 0) SYSTEM5 (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I -THRU 6, ON SHEETS 4 & 5) SQ9 -MR UNLL(D..I8M=QN3 INTO ONCRUE A MCREIE BLOK ==RES 0)0 -I-, (/) -#--& (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU % ON SHEETS 4 & 5) = =3 M - '— I I * a -0 I I VAX k$.D. MAXIMUM ANCHORS SPACING FOR MIN ED, PER SwwU11 BELOW AP JAMUMAII ANCHORS SPACING FOR MN EA). PER SCRODULE BELOW w APPLICABLE MUaMNUU � - ' ,= MAXIMUM MAX A.5.0� i 70 S07rIQNS BELOW * NOW MU� A.S.D. BELOW * I " DESIGN __ 11 PANEL DESIGN P94EL MAX X". MOMMUM ANCHORS SPAM MR MIN ED PER SCHEDULE MAXIMUM ANCHORS SPACING FOR MR EZ. PER SCHEDULE APPLICABLE INE100" = 0 -2 -= (1) -L-4.4 0 .(9 OR r--r.,Cr.,T,. ol: ZAMAC­NQUN CALK-M 46 LENGTH PRESSURE TAPCON WW-WF PANNELMATE I PANEU`ATE ZANUNC-1011 DESIGN — 9m _P — TO SmTm I'll, L_ -1 Uft C"-fm ARM DESIGN PANIMANAIE PANNIMINIXIE 1 2' . ;r . M3- 1105 H-14_9R PRESSURE - �­ FEMALE 10 I - FEMALE 9) PLUS . INN, - PANIMMIDE P*MFE I ZARANG-RAILIN CALK -IN L04MN PRESSURE TAPOON SCUID-s" 2AINKC-RALUNTI CALK--4N LENGTH 0 C> = 0 3: r =4 4) & 0 1 ;�� now BNEN-15 � oURL A�1� �,,, I PAIRING RATING v PRESSURE TAPCON SOUD-SE7 FEMALE to PLUS . t" -, - I . 10 No NNNRSENEF;p COMOWAIM No To 1CON&M To OF 7HEOl RITING - I I A, .L. RATING cmewmaN 10 10 TO TO ODmwx4TM To * to TO la, 70 to cw= cmiom-ea-**,Om=�� - .,::. OCHORM ccmcmm .,Vt CONONEW ___. ­. 1 I- = W. - 1� - le it* Ir 13, Ir le Ir NY ir le Ir I IV' I CION) Ile v le jar a tjr 7 I/Z' 77-21 W 4 1/2' L.n� - o'n' 1( 0 BLOCK OR 2190 11,000`13RANik-1 ANGLE I I I I* CtZ) , - - Go"N'T"N (TH-) CONCRETE " Jk No (it.) (P-15 ;A;� . (it) s_- ,,- = ,,- Cu 2 1/2' TARCON i I - -, ­ , DO& =" 3k 3z = ME ..m,-- Ak =='* * To NT� if—ii.) No .31571 0 m1lim I li� 0�, 1. 2:11—) = 3k 10 3k NET - _2: 1-1 =,* .."ImElOw.l. 3k 0 LL — POURED CONNORM CO 111)- r - MID. NY 13, Ir Ir Ir Ir t3l Ir - r r )_ __L3�_ 13, Ir 1 Ir Ir le Ir Ir Ir Ir _17 11 1/2* I (w) " .w a Ilr . 1 1/4*# . `11 � _j3_�_ -2-- -i- I .il� Lm _13' 3: le 1 le ir -537­17r- -Tr -I 3-- Ir -,L3: Ir ca ­ ==w- ANCHOR * 'r O.fl_,� , 2 1/2' 7-3z- -Ir tr ir - Ir NY 1 Ir L(Borrom) ___I_ _ _", "g. (BERTOM) ­17- -w 7r Ir is, ! IF- 7r Ir Ir Ir Ir ­Nr 7 Wir -;3,;- 7,37- 7F- -W Ir 9- to- 5 I I 010710m) %%j U > Lj--4 OR(# (D-1 - _i33:_ !�_ - 13' - I - - -,;- - ,_ 1-- 2*-C wm fpmr I I 'in -­ HALF ANAIM " __jr 31 jr te jr jr se le Ir IX 2 (W) Ir is' Ir 0 Ir L. 2 TRIP) ___ "I. � _-�Ir__ --le Ir ir 13" le ___ - _=_ __ __-_i_3;_ TO-3 p, I It I * /21 F,aw) U) .---.- NY _L _ __IL_ __!2:_ --- 77- '�__r __�_;r -1 r__ NY In- 137 12 13 13' __.L_._ - . - _0 0 Ile CAP Ir ly 13 IF- -5"�7­ 72-r -T34- -73�- ­Ie - , 73- __�3� - Ie­ --T3--- 73- 72= � r Ir 13* 9 Ijr 10 1/2" 7 I/r — - 2 MONTINCIM) 0) I 231 le - - __ __!S�_ it- %r Ir - 13" E L_ \ . � : . 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(� (MIX, PAWL 9 A & Qq ITARE Y . - - 6 I /*- I 6 144-1 6 Tle 6 t14' I - - - - - , - _j L_ I .L- i 1(4-16 1/4'I $ 1/4-1 r, Ile I., - - I - I - 161/'161/4-LG�.-)i I T.) __ - INMOURSD ; I AS APPLIOMLE / NG & it) t. - _� I i�=._ Iflai I 1 21.4' WON PWE � � . i%x E: _ I - __ - I '� " , "2'L ". r to* Ir to* , " , 1i; iom) I I Ir 7 i7r­ -, --w- --�� =� !!11 /2 - " Ir 7 I/r OR MOO PARIOATNTE 7' 0 lIr 7--l-Wir (BOTTOM) 'e r 'e -!:- �._ �.�- i ? - - s --Ir- . 7 lIr ii; � �;', I - 1­` it� Otmo r mp�- ON �. I - - 1: *I. E", I _ _4 I I 4' - F __ IND � CONCRETE .NM4 . 4 ; I I -1 I _­_ �" OIN 2'.4 WOW FR40E ; I . - ____ RICOUNRED I I I I .�, I I __.A�-.j / - " A 4 a�'\_­ ml,"_'111 � ; - - I M W/ ANCHORED FRONT & - A.S.D. DESIGN LOAD A11000" PANEL A.S.O. DESIGN LOAD MiAll(IMIUM PANEL wales , SEE SHEET IT TOP X40NM TYPE 4 SPACING MR 105TALLAINTINS INTO WONDD NINNE PAP*" LENGTH sm SINNO, I I " memo" m & vNiam; FOR famiANDINE; TRIND WOW fk*W SELDOM LEINIGT"�, - i -I � - - _____ --- I f-� ,(2) OR(J) %--T / - "�_/_<PWALL FIAT FLVMM PARALLEL TO *NUN ANCHOR SPADINOS AND WaMM EDGE DISTANCE ARE MICATES ON THIS W+IONUUF FOR ED, * ON" Auckm smic" AND WNW am 004ao ON rs= MR ED. - - z 61-8. z i . IT SAWL I \---/ mvm CUT EA:, RmML I= TWO WINIOXIM ON SCHEDULE REBM ANCHOR SPACING BY WATfty#* SPACING SHO" 014 40 PSF OR LESS Loss KENN tows ON 90MU REDUCE AN0="r-`AF1z we "Mvm SHOOK 0. 40 PSF OR LESS 61-s" X - IN& � DISTANCE - ­ 1__vRAcR SCHEDULE OY THE FOI.LC*O4 FACTORS, FOR THIS OPERATION TO BE POSM�F. REDUCED SPACING SCIBIXTUE av THE MU"o fACTm FOR " OPIUMMEN 10 BE POSSIBLE kDOACED SPACING � I (".) OBTAINED WING FA" SWU HOT ill- LESS THIN MINIMUM SANCINNI WORRIED FOR ITACH ANCHOR WK a. ACH W" T?P > 40 PSF TO 50 PSF -2. � i � �77T -, I THS SCHEDULE > 40 FSF 10 50 PSF -2. O&VAn VSW FACTOR SIOLL INOT SE LES TINAR MM" SNKNOMN VNEREARM FOR t & E $1 ON im SCHEDULE, I , i I/Ve 114*0 1 1/4!. 1/4'. Ile. 1 */4*. . --- - - - - ANCHOR WINE > 50 PSF TO 60 PSF V-10' 1��_ __j,�!. 1411. /.-I /11 1/4�- �-� I V ANCHOR INIPE [M LQ 4'. .!___ __ - > 50 PSFTO 60 PSF W-10, "'OK" -ALT1,11 . UPOM 'ONUID-01T _ __+ __ Zk"-W" 0"--* , OiTHRONNHO, ( wom exit-ev, I ;Mr. ,*=11 mm-ROANNI . _ !GgE 9 ELAN) W, — "VALE 0 viodom W~ . 1�-&��%�IqA,I, SCALE 114'�I' mlimmum AND" wilim (w) 3 A 1 2 Air 2,12 A MW PANEL LENGTHS ARE 0 A MAX. PANEL LERMS ARE CiNgY VAUD FOR INSTALLATIONS /U VALID FOR INSTALLATIONS ;i�mwm izire I 2 , "r 2 "n 1\,� \___/ = J%21nx-1 �9.. .... .. wt. VALID FOR DIRECT MOUNT INSTALLATION ONLY & � - ____ "Ohm 3 3 S ,/r 3 W/ SOLD SET ANCHORS & W/ SPACER AT 12 1/2- D.C. ri *) 3 3 1 I 1 3 "r , W1 SOUD SET ANCHORS & IN SPACER AT 12 11/2' 04. -N.. - W,- % - - I / ..., _XCENse,.!:,? i,, -fEO PANEL INSTALLATION AT WALLS INI cool'a EDGE (K) I I '"10IN"INNA, , CERTIT oLot .. 0114100o, tl"W"Wu , .%, . SURFACE LEVEL VARIATIONS NATTHIN 3/4- 1�!M__ __ 3 INA � 'Ir 4 1 VISTIANCED.04 = �-- ___! S vr 1 3 yr I sl/A 1 3 ,/r . . - ;g�,.�:..::�4 No. 44167 '- T` ACTUAL ON Dow" !!) - � A�,-`�Ukq`�i'Nl i Sir 11 I Amw EDGE OWW= (m) - � . = FACMR '. - - �� . - - : . .., -lu- :0_::_,___.:_ - - - . * FLORI BUILDING CODE (Ron High UoWelfy Hu cans, Zone) C 7 S,_ - FLORIDA BUILDING CODE (Man High Velocity Hu can* Zone) *. I I 1mm TV=. INC. F.P. I I 'r i�v_ -- --- :z- . t _' omil 711m, INC. "I -;-I-- - S OF . -9 WoUt xygm ft, F,K. _____i_Yr_ 1/2' __ a .. 0.44167 S STEEL STORM PANEL .. I P. 24 GAGE OALVARIUD � 1 24 GAGE GALVANIZED SM STORM PANEL --L- __ - -- 24 UM 04VANIZED MAW ft .. .4-1 STEEL STORM PANEL : - 44167 , IN OR" W. -- r - - s SCALE 1/4--l- SCALE 1/4*�l' CROOR ft. 7 At I*- w lwJ :-T! � I 0moill',,, 'r III, AS 7� 'm 1� . �___ _� z � - 3 t,ir ---d a ; ­io �,'. Z� — — I �-,, STATE � rlwT.. N.i . _� 07/17/2"0 ,Is — ------ -F= - _.:�_ utt� (2 , , 4111111 &W. INJ STREET SPACINGS ONLY VAUD *4N SWIS Usm SEE ii FOR Ox, A_S�O. TIUU1 46O) Ivol 61 sow - SPAICINGS ONLY VALID &I;N�15PAM Is U � SEE C ,lMF?R MAX A.". -- , AE�lt WHEN SPAM USEI:L , ONION., Riam D,K= &3Jt4 20-175 DESIGN LOADS & MAX WHEN SPACER is'. .4 -�,* v _M4�. - ..", R". , FM Ge4)mo_5w ,_ . "'. mom, oattim-nift _� GTHR= VA. A DESIGN LOW$ JE ". PANEL I . 9 I= L.,ze. =1 I- I - ''Ill , �l P; ,_ ,.sm PRONS 20-175 1 I.Ni�p - I .. _. � % =,�:5_ fm ONSININW-sip . - z ; � 11LIECOme FLORIDA BUILDING CODE �Kon High Velocity RIO no zone) . " - / IILIECO me ON PRMCTSI, LLC- #'AT/' - - t . / 11 LIE C 0 IN-, \ CLOW PROTECTION PRODUM, U-C- - - CASE & (P .*= _______T_Vr______ * — ILY_ - ::::-: A? .�L_ GLOBAL PROTECTION PRODUCTS, LLC. Ulm :-:I--:,-.---- ,�. 1'. ai2k4b's,�i!__1 :_,:__-__T_ I-i - L--,..- ORI � - > __ - 4m SIL In R10f, Top" 111171144 A, X%NWWS ~AW COS. n. 3&RMT 14 20-175 1 ("-)M-vo? VS �0� BOOM Nk.i ��;, �; r . - ORNOW, N. - Ck-O=Yio ITIMMIX, W. N CA-00MV) !q-**- Fmio, I - - I CA-0000719 - - WINK,j04TISENtalw"Car *=A ,19,w� P. - , 1 __ pm- NOV 8 OF IS I AN I-Ndro oral I "167" i I I I I - Pm WANjvmvuK/OATNE ,� . I I' �N_ ZL_ - � 0 1 , . .. . - -=iikX__ I � I 5: I$ 1 I I I . I ,� 1, - - WoiLTER A, 7" Et 11, Eazn� I I I I I w --- - _.__ - --- I - -------- ___,___,WCN0RS (SEE SECTIONS & ALTERNATIVES ON SHEETS 11 14. 15 &T0____________, -1 mi i IN51ALLATJQN QEJAJU EQR LIFE SAEM PANELDI 1 3'� MAX R-IA/13N R-IA/13, 11-3A/114,, R-19113. R-20/1& R­30/14� 31 Nom, E- BLOCK MU911URES I MR. +R-IAW/15� R-2AW/15. R-SAW/16. + ej� I* mmi MAXIMUM A.S.D. RESIGN ERESSURE WING (AlEfid.) A812 WRESPON 11413 MAXIMUM ANCHQR SPADINQ D.m..(j),__, I R-181011/15. R-291111/15, R-3011i 6. = ___ 1 , - _______,__------- __--t ----+-- Ilre TOCON 1/4;61- __ ST94 POURED I TATPC�!___ Sm J_ ARE NS .�., --I �� OR ANCHOF, 0 V - OR I J7MNCAr1qE , , t, e"""""""""` - � , CONER j I I 46"' ,,, CONCRETE OLD" � __ "' �. - , CONCRETE BLOCK �, CONCRETE BUICK " / _R, , I , , Ile � tt7� , / / j � (VAUD ONLY FOR PANEL (DINSTALtATIONS AS PER ALTERNATNES IW THRILL 4W, ON SHEETS 6 & 7) _� 0 0 0 0 0 0 � 10 - -1 i"' , , _ RECURED. ROOLINEFA IUMULE FOR REGULAR, SJOR TO WOOD STRUCTURES (�) or q) - I LZ - D.C�i r-mm'!"N' 91 O.C�, I WMIM!NED I I REQUIi REOUIRIED, I-1 ----- I ----------- �1 ------- - ____ - l � - 1i;1T I --7--J--­;---r- , T­l � I %__,� I I I i Ft � . --T--- , , — I c z 1� ; _T1 _Ai) r 71) � F I I I I I I 11 i I I Ile V_ 111. - MAXIMUM ANCHORS SPACING MR E.0- - AS SHOWN ON SHEETS 6 Ak 7 APPLICABLE APPLICABLE N,,TMUN i i I ! I � - � 1/4. 4%4 (1) z ! i I I � � � f v", A'S.C. MAXIMUM MAX. A�S.M MAXWM ANCHORS SPACING FOR ED, . AS SHOWN! ON SHEETS 6 A, 7 i I I � � ,I ! f I t � I I � i - C112 _� - 0 TO � I i � i _v_A&_,____I --I � --I I= -- ]DESIGN - TO PANEL DESIGN - I I i I � I 't lt ----I . "I I 1 5 �_, ALTERNINTWES LENGTH I t � i j I � I I.-l' 14 I ,7 PRESSLIRF III= LENGTH PAESSURE 1 1 1 i i : I I i - 11 - � i . t%. ,�, ) RASING TAPCON LAO SCREW PMELWTE PANEUMTE WOOD gUSNNNNG %. RATING TAPOON LAG SCREW PANEILWX FNANELNIATE WOW SUSHING, Ofo,40�MMT& -C i I � i ! I I I , I I i I I � I L;2 i - I I i E�- I I FEMALE TO PLUS FEMALE to PLUS - __ --I----- ! � ,_ I I I 1 c I , -,I � (p.,U) or THEM (".) (PX0 OF THEM ki`� I f i z I � 3 ! ! � i ; I I : L i I� � 11 I I � I � 1i I i � � I � 11 i 1 i I I" VA I I 1. i � I i Mr a w. � ,_< 13' 13" Ir 13* 13, IN I ". 13, Ir 13" 13* 1w (TOP) I , WUK. 1 4 � � I � -_ � � � . FORE1 LENGTH j _(TI , , � � ! I � C;0 ITO (BOTTOM) k It t I (�, t �t, I i � I 1, - '01) -0 � �. -k 3L I il f / I I- - " i-i- I ______L - __L3�__ ly lY__ 13" We (pollom) Ir 13* 13, Ir e - i � � " ! I (�) i I I It 0 . t 11 a I' An. I I Cu � - u- $ I/2* 01/2- 6 1/2" 6 6 1/2- a 1/2. 6 Ile 6 Ile __± ,/�� 2w (TOP) I i E � - _� ! REGULAR STORM % " I � I $'-e* 0 +40,0. -4OX MX i I [ OR, I/2" __ - 61/2' 1 � , i,,�­ � 1 � i il r� I � I ,.f -EN;N-AR wo Real- UNTITH BEILT) 11 I I 'ja�q � 11 _�� � 'TO GLASS, I/- � -v ir7 - fom" _ _f � I To CL&W � - __ - . . . 5 1 � , I 1 ,_ i I 1 1 i 1 1 1 . 7-7-- I Dw __ LO , I/' 5­r - 6 1/4 12 t/2 I/*- owm 5--O- , - NIKKI' IEA� �7 __��_ �!_ ------- f ------- �---j , � ------- 1 __­ --------------- 1 4110 - CLAM% i ­­-- - " Rm m 0 ". w OR I i i 1.4 ----- � � W--,- W.. I.; - - , -r 0 +emo. -5#"3 PAT j AT ix , -1 - , 1� 5,�� i I , '. - - I � , � 1-1-r- I I i ­­ �, =4=1-41 �� � 00 � � , ,_�, LESS 7' 7 1/2' �w _(�) LESS , I I' 4�_, I ­___ - v f - -,!:--- ___�:_ __�:_ ___ _____ __ ! � � i i I � � . I i i ! I �ii 9 I (Wilo WMAIR No PANEL LENGTH Sam - / I _:X - r IN. 7 lIr IN. w 3W (varm) - � � � , - - j /U - - __ I I =0;; 11-01 I i '. - - - ­_­_ - I -I,--- - - - --- 9 I I IT `Z� I 11 -1-1 -- _11- 1-1,11 V a, . r � _'_'­ ­­­ -­ - I I I - - - - - - - - � '4 1-11-1 - 1 4- --- - __ I "I f i 6 __� - - -11" --i- - -T I � i 1 __ - I -11-1 - - - -- __0 " - � I I " I I I 71--f ________ 9 -I T1_ - ­ --- -1 -A � � � ­ , I I 0 I_J_ __ I i i 0 1 �.Ir_ _13- r le e Y 13" 13" 13' 13, w 4w tw) I I A -1 v M.� � v MAX C: - I . .. .... . �� I 11 I . i USE r-w M*� PAWL LENOIR 11 v Tax I *v wx 1 3 � , ------ i PANEL LENGTH 'I- ____r­ � . -,, I ; ­11-11- 1/4*0-20.1 . 1 1 - ! ___ I 1 i i AT ALL MMNTWM k4a LD41H I LENGTH I ____ __ C' PANEL LENGTH z 1 A 1 , - -- -�-- - OR 144 III (w) 13" 13, Ir Ir to' IW-4507P - I -,, ! - I : ; I I I � I ­� I � i I I i I --I---- (SEE ELEVATION IT 1VATION IT '.SE1S=Ar LESS +75TO-75 . i i i ­ii�_, ; s LL. ____T i (SEE (SEE ELEVATION S i !�) ­ -� 't, ; 1 I.1',______1__4_ ­_ j­­---­=4- �4----- ON SHEET 12) a i -, -5� - -13- - 13- ly tr - �46. -45 13, le 1 N�v - I 1 7�� � �______ 10 (1:1 'I, 1 13, Ir 13, a 1/2, . / w&.n p 1 � I 14 � � " -1 " -, 9 1. I I � i I I I x � I SHEET 12) 1 1 1 ON SKEET 12) 1 � : i i , ON- � I f i f - - -Ir -Ir -Ir -Ir I* BONTEN) 13, Ile 13" 137 6114. IW (safflom) I / i . t t i i x I -Z I 1___T i I - ­1 ; v - W � - � I L1____LJ1'�L ,-----,, i 3 � � 0 1 � i 15L -, I- � -.I'/---,-,- f , � i 9 it TO GLASS, � � I ! i r'.111w, - I i I - &,, 17'�- --- 4 --- ,/1. __ - - . - I � , � , , , ': , ,,- - ____ w � I X;6.- 1' , ­ C s7-1/2- ­6 -1/2- --j7N­/r - --i 1/2' 2w (w) a q2" 61/2' 6 I/r I 6 1/2- 1 6 lIr 2W (TOP) 4 T I � . I i . I - - i I i , , - - -,-- i "I I --T---T---1­- I q2 0 1 &_ ! ; It (�) I If ! � I I - W-11" - /4' 12 1/2' . 1/� ii ­Lsm.) >w-v � I � I . � .1 I I 11 I I I � I � _____z_ _____::__ * R�t 1/1' __t -1/4" i!t_0_m!-1_ I I . '2� - TO 1 1 � � i � � � : 1 � 1 1 , ! I � i I . i i - i (D i __ �! -ITOF; 14'-4- _W ! - - - ! � I - 4 1/2' ! " ) 7 wA!�'H, , � , j � I - 4 1/2' ,N. ::Lkll: I -1 !, i __ I I � (h . I . _4 i I - t � I i i , I _ - I L�2 i � V2 I i , - '. i i i � - I I = . I i /'/ I i � __�__ _(�) � 1 61 � , , 4 11r 4 Ile 7' 3w (SMORK) 12' - cmi �cw) I --.I--" - - - ,----L- tk - - �_ � � I /I I I � 1- � ­11-1 --,--T--------7,q - - - - F I , I ; i I __!�) i. - I , i 11 � I .- - I I I ISM P I i I (11) -C 5 1/2- . � � � [ � ­- ! � ! i 1 1 lI. I i I i I I / A � A !2 3: ___­ , , . , _4' ' ---- --- z I - �_'! , ­­__ - __ iij E I � ._T� . - ::----T----I-;r----T- 4w (w) , , I I ! 4, / to 1/,r s Ir I 12' CrOP) � I I f I I I- I --- I_ �­ ____� `�_� i I i �1, ; i I I -) (1) r --,- --l-L-1, � I I i 'd - i A - i I � i � I �; ___ Ir - Ir __1___13____T_ - I - - . - ,------. _4 I-- __ z . I i I I tw? Nwu*,�i A , , i � - s . � T I k i L q -4§ 1 i i It i I � i _-, LOCATIO, 0 i �z C, � � � i i I I i � � i -_ �L-f li SEE TABI #1 FOR MAX, A,S.D� DES" LOADS & Wi PANEL LENGTHS yll MAX, A.S.D. DESIGN LOADS & VAX, PANEL LENGTHS VYHEN SPACER @ "I I � i � I � e 4- i � I I � , < � . � 4 A � PANEL Smi: , I ; i *w f i z 0'2 Ig OCT _-A ---- j � ____f ,;. _: al 11 1 � 1 � ___4 � , ? A � - i i FA - ! � � I I ! I rc=� 'I'li,491 1 : 1, o? I I " I ot: t i - �I 1—d - I * USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 = )ING ONLY TO ALTERNATE 2W ON SHEET 6 D.M , 3 , L e _J__________1_ ------ _____j 7 L_ � � L _W*0 3: "r, '> = >, I � I � I N� .1&4�.. . - . _____ . _CVvN4w_-j I I _j _­1L.J­1__j _t __ � rl: 0 I� �,b � ' T_j ' TOM NUT AT , I . oz. _iRO7 I N1_ - 45 ____j WI�4 MIT A - r , O I ! _:r - LEFT PAWL RICK PANEL r " ONLY VALID FOR WIND .. I I -_ - " : C_ C lag 111 A ,I 11 ON. R­1A/13. A­2A/113. R-3A/K R-19/13. R-20/14 R-M/K I. MR, -(A) 4 4`0 TAPCON J, 170 mp,h� R-IAW/115. R-2AW/11S. R-3AW/16 R-101111/15. R-28W/15. R-38110/16. I I L 1/4*0 TAPOW 'j, 0 0 1 [* LAO. � I , 11 I *0 TAPCON ! 1-0 A.". DESIGN LOAD MAX" PMEL i -ANcHOR 0 0* MID, 1 ANCHOR 0 11" MC. 1 � "/", TVIV O'e, 1 ANCHOR 0 r 0.0, �_ I C 0 = LENGTH L----..---,---------AkvKm (SEE mToms & ALTERNATIVES am swxm i.3, I*, ,s eisL,-------------t I -1 - Ile W, GAP L-M POURED CONCRETE OR CONCRETE OR CONCRETE OR CONCREM OR .- 40 PSF OR LESS 6. -I T-- - ­-.1-1 L-r.-up"a "QUIREM LWAM.O. REQUIRED, Lro-NIU0=110 RENDUVEM i,_ r- CO A- -0 -8. UEE SAELT—Y STORM PANEL M ELEYATIQN M il > al: �� FL I - 5=QX R-2A -21 � ,_ .2 w > 40 PSF TO 50 PSF W-2' 2AW SCALE Ile- I' REGULAR � 2 ��Ls 0 uci N-Anis 6i REWjALj&tW 0 1-8 ,; 'r (D REGIVAR (NOR. ai"6E -1 Now ma-1) Xj) LIEL 36= EAK" EX FAM > 50 PSF TO 60 PSF 5'-101 mmagni I STORM PANEL - __ "NAww"is , f STORM PANEL i I I � J10 . � _j m2mmus,111041 _____4� ------ - I ----- ------ I -------- f--,-n 4!z=..v��-=..z==-----------------�.-----. - - z. = .­_ 4 JAOU Gs MLL Moumms "", , q -SCALE 1/1 . KOENVONINN, 1 . .. %� J1 r -, I � . - "A /w � .. s I I /I ep � �:. '�',O'.',��\ W/ PANEL MATE ffMALE ID OR PANEL MATE PLUS .. ;� , �, , VIC ..!si" . I- I , "NIN, ? I ­"� ,_�� � . Ew .. �� . A MAX PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS I/*- " � ! 1:� ANCHORS & W/ I& st,04,01ONK4 - - ----- - �_-_ , - __ 14 �w **' __ ep .* TN. , --i/ . %C ,v .. � 111. flQ _41/2* D.C. __­ ==�­­­ - ­,z== =�, = " . __ 4� ?_ Z==�:_7_11 0 , . \J-4-) : 67 .. IS SIR SHEETS 15 & $6 MR ANCHIM AWOCO Tm e ,I � z TYK A SPACING " IREViLLATIONS INTO - UPCON, f I ..., I . ,... ­�­.�%p LIFE SAW PAR& �: on Hish Velocity Our 'cone Zone WOW FROM OU4.ONM , No. 44167 .. = FLORIDA BUILDING CODE (Man High Velloolty Hurricane Zone) .... il- FLORIDA BUILDING CODE (Non High valocRy "u come Zons)l .VIA- - *1 FLORIDA BUILDING CODE LN gWW1%=VMN,0,S A14D ON MMAA` "OHM TAM 29- __!,_ 1 *.* . � I . . - I , E #0 10 ON 41M .. * z: oz" TNUDNON,, � I'A . .1 i eem o1m. m 24 GAGE GALVANIZED STEEL STORM PANEL Qffmg '* 1- Rfi�... 49M IMAM w_ 24 GAGE GALVANIZED STEEL STORM PANEL F.A.. SONSTILM FOR CO. I= ITHAN VOCAUD 7.-**."1*-- 6.) 4 a . - 24 OAK GALVANIZED StEEL STORM PANEL - _ - SCHUXAr mum ANCHOR �� - I - 3 : , ox�" - I ______ BRAIN W, NNNUORNmAURT s STATE OF .-n:. S - INNNWN ft , 3 *. * .. * 1 1 By MULTINNI.ym SPASM "M UK AINNUIL MINE OMM EA - 4OR GLOBAL SCHEDULE BY HE FQUOWM FACTORS. '. om 7�-,-!�% 0 ivaL r PER THIS opm7m TO a POSM" I " 'O' �� 07/27/" _ .,^ OF I - - �� / I ME C —0. - ., \ GLOBAL PROTECTION PRODUCTS. LLr- "'"/" . . , t r-- -',, Z IILIEC � PROTECTION PRODUCTS. LLC. �:I_m ' __-='­��- Z11LIECOme GLOBAL PROTECTION MODUCTS, I.I.C. — , ft-xl __ N1r_ - 11 I . 41110341t 51 srw S.W. 5 svw INHE "Aw � 1� a., ll Ili, - _ - $E9110H A -A __ 4m S.W. a '11, NA "Iff w". ��e , 4 to AWK 11- =14 20-175 - � m _-,,w=rm'­Am'r" PHOW- ("*)M-7545. Fm (WHIENINE-sm StAlf 1/41-11 ,_ w x,*_w._ . -264N KENN, (954)NOAPIND 20-i7S FACTOR - - __ ,-- - - �i . . , &Z- , OPA" � Mom � 11"I", S§ *1 .11170.�T. / 7 4�/ 1_cl�> No- � � � Yet - P401do 06099O Eftill" BROOKS; 01010AIED MR " 0:w ) fii;� - ON-61057 � F.E. swasivoLovoill: - CA-00070 --t __ ANCHOR TYPE ON THIS SCHEDULE - I ft - - =&I t-.­ 'Em I I - i $ill= 12 or Is -�i,:. - oz SEN,'1SRNKNm*N�i%T,xE - HIINV� K=2112 - i 51., i - I I I I ___ --,---- n2mlK - " I .. - TO M� � '11144; it *at C-7 _. . I I �-2 R 1 .7-5, .1 i - =L= . ___j I I I INK&LAIJON DUAI - INUALLATIO DETA" EQR UFE SAEUX 2AW.LW INSIALLMION OEMLS FOR UFE MFM PANELO) M E0_8 WEE WM F-ANELnI INIQ MQD STRUCTURES �_ INTO W-QQD STRUCTURES � - I 1 1 - - __ '- 7 , 2"� 7 1 ,/= -, I i - - �-,V�7_1_ �_� -Tv�-rr -1, ;�17 ­7 � ! �; -7- --r - - I , , , � 11 7 �,;7-IT,Ni-T-1 I �11 , , ��T I I I/ �/" �, - Ix 6 ­ �/ - I 1, A "1* TAPC0 No �_ 1/4,0 _��, ,-�- �� D�6_1 1­92VIVIS" HOR a I � HRIM"Or -;r I _�'11 -,'�j _J�AOER mem, , � -42ZIDM I - _= wma Z/ ___ -1-1 I I. I CONCRETE BLOCK CONCRETE BLOCK �� �,, '><F'- �, 11// . _�_ - / "­__<' - 4=11 '. . REQUIRED. ,><F- IV �; � iji �;�� i�l , 1�� I i 1, -vo.-RIE11EN" , , , Cn -6-0 -,,,- ,,,� I, REQUIRED I ", _,_� � �, 4�:_ ,F',- ,�,-. 21, . I ,-, " ZO TAr ii :_� X410 TA:PT % �', , I � I - --, ,� ` - �-_ [ � NOR r D.C. i _x D.C. _____ ___ __ __1 /n-', I - - fff , i " (1) I TA77 O�C� , ,� , , r_ - \ � I ry 44�ZOR _ -"TAPCON I i 1) I � w '1� � I t t \ / " I ,Y 4: �- , i � _V R a v Ox� \ i \ I \ � r� \ I I j , 1 r �: H;V7 O.Q �, \ f � � 17 . I _. �1, � k I i , \ I % if -1 - � I \ � �11 k A (2) ­ I'll, � / A !� F " ,I I 1�� �?, , / \ � __ i 1, . T I- __kV \ / �� -1 \ I' i I .—i - � � i . 11 � -i 1 �­I/2- � � q4- - = 1�� I � � I , , , ' 1, - 1/4- , ,,, Z, 'A. __T �/ 'A . � I,/, r " , , Y � F � \� I , 7-4) `\ , -4) f 1/1 F-4) (1) _= --j I., , ­� � � � 3-1 . 1 L­ 11 � i t - v � i \ --w MAIL i i � I\ _161 i /1� - . ,/4. q .\ 111� I I ____ - MANL___ a=zNII �4; 1 i , _4 \ T I x ; 4�1 j i . I i �\ .1 - --I / I.\ � -1 I � i Ix . I . _ \ =*L4=4 MAUL I , 2 ,�: 7�,,,,,,, r � _�/* , r- U) X/19 , t I 1� i , /I " --.--I _p__j I ., I , , i "' / -, I � I I m a I I , \ i -11 � /'�T I / , ­� 1 , I 1-1- I r W­ I � e � '�,' i / � INK, i ( I I I /,� I ­/ � I '11. \ I I � I L / \ //JA" 1 1� i / NO ,I I I � . I �11 I 14 I i 1 \ ­--7 � � 11' i � ­ I I ''I X — I � I .. � . I __ i i I � I - ! � I i A - I 1 4 �, -4, 7 1 � I I I 1 :3 m /4� I 4 TO GLAS& I - �1� ! i I . _(Tl i UE� —I -(D I NAU . � I Li� , > I I I ! IT 1 I ., i I i _111- 1�lw �'­ �", i R - ­_ _: if I IT ,- i ___(�) i CLAW t_ IV M. : 17-1 1 0 i I _( FE"Niij 'j- I _"-, - , __ f - � I 0 -11 . D ---,-- - -1, I .�-1111 - .m ! EXMITIM,'a --..- Y;, __ ` 'r FLO 1 1 �­'­­- - 1_0 r1ko It I m4=11 in I / 1 � cmlwj 'Al- - k-1-1 ____T"=�� �_ j ./� , v,,----- ,4 -- -f. I iall-INTA, � _ _ � 0 -Em I - � - - 11-1 I - -1 1­4 � TAXRI i- 1� i .. f SLAW$ 4.��_,_­=�,_ 11 ! i . - � 9, I I � s J. -zVk ; I fl- =14 k- ­' � ­ '­', ' I " - --- ,.- -, --- - __ l v � GIASS 4 , �� I E-U;il i =N ____ -11-1.1-1---, _��= �­_ w%*eW- � ­­.. ­__ -1-1 I M­ 1-1- v Rivt� 0 I --,-*I ! 4 v i IN_ � I � PARM 1.04TH It __ __ - ��_ - '-T-'-'-"---' v MAX, 9 T � — - - w-rIF-0 � --mi � I I - -, 6' PANEL LENGTH If I 4 7 0 i wx .- 0- 1 4 PANCL, LENGTH 4 I R "I i ; It, I I � (SEE ELEVATION --­ I ===_v__ ------I v ". g= ----- - -- 0___ ii. PANEL LENGTH 11 I v MAX. I NA4 -1: New, (SEE ELEVATION 1, (SEE aWAXION )____;_ __ IL_ - I ""W1110-1), I - PANEL LENGTH 1 1 ON I PANEL L04TH I , kSa ELEVATION IT I* MIT,. 0 1 Ill v--4 I PAWL LEWIN 0 - ----i ON SHEET 12) i H PANEL LENGTH i I a I i it ELEVATION SHE" ti) "---LLLLL .1 Ism ELENOTION a SHM 2) ii I it 0_ i a I - I � - ___(�) ON SHEET 12) --i -----i � 11 I 0 -A ON SHEET 12) 1 - � I 16;_SHEET i2) a F-i 19UPT 4 A fo,Z�' � � i 11 - , i �_� ON I it . I I I ! _ I i I . 1 __ i Cn I I I � � 11 I M. -L � _­�� I � I � I � i It 1 1 ! I I i It I < I � ; ; t==---­/T-----� - 1.1--WARKTION-­ I f i � I - 1 0 '. w,. f ! IV qi�� ,-+--- T z I A I' mit" � - I __(D L�2 I � �_P*_ I , _ I - ir__, F � 0 I* Non. I � 1 ---(D 1 � (D � *-­SE%AfUiTICN­- -..(D 4 (1) i a I, WIN. . , 5 � 11 TO QLN`w ; L�2 � Im __ I i � I � � *---SEPARATIOT i � I I I ti-_�-Alwo*­ __(D . 1 1 i ; e ! I i I � 6' i 11 I L�2 � I TO GLAS& - � ! i i i � . i � ; . t � . I 9 0 . I . I � x a I i ; fi� � ow i LOA I i i i 1 7777 141--- i ; I � i a " I 0 1 � (D . I I � . — _@ 1 � � I k IA I , i - I I =6mp%w1_j i j , - I I ��_, a I V V, i iEkv- ­_11 ... ��__ I � . : =3 CONCRETE EWRLM t � I CONCRETE BLOM i @ , � 7!:7 �_�_,_ -, � , I I i IQ, I i - 17 1 1 i � � " I 1 _,", , * ,*4, i � E`_ - - , -, �, - 1 #nixom � ; = -0 I REQUIRIX) I Now= . REWRIED, - � no I El- ". I I I � , I I , EIt. , � I 11:1 � ­_ I I � I _____t___. __j j It , , --, _--� �� - F � � ITNIEN") I I � � � t,�� E - __ , �L - I - _J(4'j;r , -1----i , , � w i L_ t" . NI __.� a � , -1 -i Ea. i __J ,-..-i--j I �__j �, ". `�_ � 4' ,�� , I --l-, t_ " ___1 0 11 ! '� i � 1, �' 11 , WIN. f - '\ . t- � , - � " t � I � I ! N �_ 2".41 'low i � -1 ---L I , I Altail t �;- I � I , � f L_ i I \ � , ,11 , I ; - , � 1 U � I I 1, � I 011- 2*44* WGQD 11 2-.4- wagg ", � I j �� 1 � I �/ "*.:A.l � �n " I 1� " _jj � t �l PLATE � I 11 i 1� 4-: PLATE Q..... I I I '� t� 1 '7- -ANCHOR 0 S' O,C� ; PLATE � I IL, J� - --v4-1, TAPOON _ i � , , REQUIRED - � 44 i�� 1i R 11 1/4"0 PANEU97E PLUS .4 " " , , �� c1c, ; i � � I , 1171APCON rX4' WEi � i" 1� REQUORED ' � , 1 1 1 a P L - , 'I I :j", STAGONERED ill/ mo ) 11 i \ - "', 1 ; 1 \ 'i I I .1 A40M a v GC. �`t i I � _k4KNOR 0 12 1/2- O.�� �', M -ANCHOR 0 12 1/2- OX. \ L4) I (�) PLATE � I , i T ,,, � if, � P_ ,� i I kj -i [� it - 1/4�* TAPCON t � i[ i I "' REQUIRED ff , _" . S' X., - �L, 1 i 'It ' UJh �' I i I m , , CH - '=."' , - 12" NE/2 0 2 ffiffmLs AN (..w.)'­ 0 L11912MEL , I Sm 04� REOLARNED , _ �� 1/4*0 PANIMATTE PLUS , , � � I I I �` , I I � "I -\ 'i ­,� . I I - " I ) I I � 11 I , ; I , 21.0 W060 11 -1, � - I 'L, ", 1, 1 'k, � Ill L­ � ,�, - I , I 1 , ,, I j_j­2! 4f� ,' - I `� i, � " I I �� I , , , a) mu OWINGS _I � -PLATE " 1, j � t i � , I 0 -I* __ � , L_ I , % I L ` so" 318 A�­-L L ..'� 11 L_i,,�_� _U,11__,L� I _��\, I 1, I �', � i , 01 I I sm *eEm 10 & Is I'm ANCHORS, I"m a swm FOR RVITUR&O fll � it _n 411 �� ] 1 t -1 , m U) INSTALLATIONS WO WOD FWM WJ&Dt4M I T ! I L "- , -1-kil: �, "_ I � � ,__j_,l MU" ANCHOR SPAMM AND MINNOW EDGE MANCE I � 1i � Am Imolom ON THIS SCHUNNULL FOR lio, I= IF" , CIO WATIDO ON SCHOOL" RM= ANCHOR WA� W A -low AL M "TOLYING SPACING :ROWN Off SONINTITULE By THE FOULOWITIS FACTOft FOR THIS OPERATION TO OE POSSAMILIE. 2 'LffjFF!WFI-_'1 P A "119PAIMS, "ON MI. 1p L m AM= SAMONG GOINNED USING FACTOR SHONJU. WT BE FNU% Am- Iff f _E SAFETY PANEL t2w km "'WOMPH"'o US THAN MINNUM !iANTOW 00�Ala FOR ENCH ANIDIOR %41�,, , TYPE ON THIS SCHEDULE, -, Lof"I'7" /I - rs �..11'04%. :_44;�?" ftu��� WAL6#Q M Nuk .:%, om /.., ,zmmm LLI __i?!T`��_ -Aar ... 1. Nz R", SCALE 3/s.1- TILL), ,,M �t�-'-`��EIY�;`-!'A- AMMO Illilit ". roY� - . � . S = .1 NO"m SPA�m PLUS I Np,04 --`V\CEJV$j'-%'9 .._!: . / I 1� s m Wo" . 3 3 i �, *. . "* . . FLORIDA BUILDING CODE (Non High Velocity Hu core Zono)l 'N I .� .� x FLORIDA BUILDING CODE (Mon High Velocity Hu cone Zoned - .. CEN. .. - FLORIDA BUILDING CODE (Non MI LT Vol"Ify WIN calle Zone) , . I < 1= ty 3 3 - ITIE. * .* om itim 06O. 24 GAGE GALVANIZED STEEL STORM PANEL IY ;��Z_ (w) � 3 i * -, * ;*1 enimil, Time. mc. 24 GAGE GALVANIZED STEEL STORM PANEL "� �, r % I 61TON, INILTOM W_ 24 CAGE GALVANIZED STEEL STORM PANEL P�. z I E mm all 112 UNION, W, 1. INSTALLATION ARE ONLY VAUD FOR A,S.D. a .- ,44167 - F 01140, ft, : 1 ,v*,. 11 : & - DESIGN i .1 * .*. 1. INSTALLATION ARE ONLY VALID FOR MAX� A�S.D. STATE - z OOWL am mm i�.:po,`. ; 5�IATE z __ GLOBAL PROTECT" lar/11/311,1110 PRESSURE RATINGS (p..f) AND PANEL LENGTHS AS * .. - PRODUCM. Lm 0?/V/2m DESIGN PRESSURE RATINGS (px.f) AND PANEL . i'LoR - 0m. OR 7 PRODUCTS, LLC. `TIGN ON SHEET IL _* ." "L. �i­ llr� IS / IILIECO.. \ VATIN PER EUVA 09= ,�W�_ -7 > 11LIECOm., __�_ GLOBAL PROTECTION PRODUCTS, I.I.C. ' ___ --- i- "" - - 11, 1 �3 .1 DO SIX VIAR . S1. STATE /� \ GLOBAL PROTECTION LENGTHS AS PER ELEVATION ON SHEET 1Z �ia­ Z�� �_ - L .- .* 64 SFRW - z 'NE -TRLICIION� WOOD , , ONTA &*. 51 SMW zo, sm 2. FOR NEW WOOD FRAME CONS TWO k 2. FOR NEW WOOD FRNNAAE CONSTRUCTION: WOOD __ 4= A- H, - - ON0114 Tl� =14 NAIL -4<�> A 'r, __J_Y_r �___:�i ::i_ . % �;* , Azosilz .." �0 N�10_,, ,A,, �/, A%�Iq_ " . DONE. , 33314 r NNANO Rowc, w4mimm-744s, FAX, 030m-m? TO - VFW - -- W"-7--4d4 FAN, (934)0�6107 - .-MrSO OW)MR_HKe, 20-175 - _t_�Til_:±�_� ­N'1­� 20-175 MEMBERS BE SOUT44ERN PINE No 2, W/ SPECIFIC .- - "U-0113 AlOw. ( 29-176 MENMRS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 110fulfwat, - .., PHONC rm- L"4)ww­aI97 ______.._. . __ _!�!__ �� IT DENSITY OF 0.55 OR EQUAL- -�­.I�,�4 W.0,111 ��_ M. I _­ . I - mwa ft, DENSITY OF 0.55 OR EQUAL CA-6000716 -.1 - I - ORNOOKINT W, < 3 Z - - ­ � -NON RONOTOP I - I - I KNOOKON, I " __LA�Iw- DOWN* 1 - 1 P.9. SEAL/SKINRIURE/bANIE P.L - - - I I i!M i ,-"!I it I I I I I I .& WA/=Na%0JE/0M w4m x w1j, m ARTER A, INULT tL . ------- � k $Non IS OF I# _j , I - : I " "I �,=-­s I I L � -, 1�_�-X*106�__ - " AAM4 j III � I 09 I e _-, M __ II SHEET NO, SH 1.4 I #14XI' 60FTS21 1/2' ANCHORS (SEE SECTION EZI ALTURNAIK EZ1W ON SHEET Min. 14(SEE NOTE 2) -0.4 -L-- - ­- - --- --- - -- - (END PAN SEE NOTES 2. '4�7 I * 2) s Ed EL) (INTERIOR PANEL) 11 R R PANE (NTERtOR (END PANEL) 3, '4 SEE NOTES 2, 3. 4 �L -- NLTED W I _20 S.S. BOLTS W 0 As (SEE SECTION '50 OF 'L U FFI-T-FTIMI 111 11 1 11 1 1-1117FT'1LMTTJT:[J-J 11TT TTT- M No PANV /4* IS /d EA. OVER APPLTA" ALUMINUM RIVE11 OF -L W 40.0 p.s.f. NGTH PANELk""Li . �/ . i .1 I Box LAP JLL A SEE NOTE 4 - 1 3' M­ 3 L& NOT,., 7 /(9 ZTE 3 1' ran ANC ALTERNATIVE E21W ON SI-EET 18) _b,EZ1/18, P-EZIW/18 IYPICAL ELEYA110N FOR SERIES 2000 E-Z HANG STORM PANELMSYSTEM (t) I-Wo"-ENGtNEERING ENGINKIEWING EXPRE:8-0 PRODUCT EVALUATION RE:PORT September 15, 2020 Application Number: 17069,1 - R2 EX Project Number. 20-31543 Product Manufacturer. AllAmertconShunersandGlass West Palm Beach, FL 33409 Manufacturer Address: 1540 Donna Road Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 6lG20-3.005, F.A.C., for statewide acceptance per Method 1(d). The product rioted above has been tested and/or evaluated as Summarized herein to show compliance with the Florida Building Code Seventh dition (2020) and Is, for the purpose Intended, at least equivalent to that required by the Code. Ro-evoluallon of this product shall be required following perfinorit Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION-DOGUMENTS on-HVHZ)', SIT EX drawing #20-31543 titled '249a Galvanized Steel Storm Panels (FNHZ & N eats 1 -6. prepared by Engineering Express, signed & sealed by Frank Bennardo, P.E. is an integral pad ofthis Evaluation Report. TEST REPORT$ 'in Unflo, static structural performance has been tested In accordance with TAS 202 test standards par test reprort(s) #ST-ASG-1 7-001 by Blackwarter Testing, Inc. La a missile impact rosrstance and cyclic loading performance has been tasted in accordance with TAS rg esfing, Inc. 201 and TAS 203 test standards per test report(s) #ST-ASG-1 7-001 by Blackwater T STRUCTURAL ENGINEEPJNG CALCULATIONS Structural engineering calculations have been prepared which evaluate th pr a oduct based on comparative and/or rational analysis to qualify the follantring design criteria: 1. Maximum Allowable Spans 2, Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM 0ENGiNEERiNG ExPRESS. COM ENGINEERiNGUPREss.com LAST PANIELO TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W REAMANDLE TO FACILITATE INSTALLATION IF INTENDED ST)L 1) M TO BE IN INSIDE OF STRUCTURE. NOM DEUS TORM PANEL SYSTEM A W 2L ip�� E-Z RANG S I, TRACKS 'top & BOTTOM. (2). ENDIJPANELS SHALLaT.IBE CONNECTED TO BOTTOM TRACK WISE A STOP HALL BE PROVIDED AT TOP OF SUCH PANELS. (3)� IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST Of 1/4YO-2OX3/4' M.S. W/ 7/8"OX3 32' WING NUT OR 114*10.314;MO. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION C FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL- (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR M ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. VAUD t INSTAIi-ATIONS ONLY FOR WIND SPEED UP TO 170 ..p.h. FLORIDA NOWENGINEERING Page 2 of2 All American Shutters and Glass 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is not required for Installations outside of Wind zone 4 and essential faci]Mes. Impact Resisftnce., Large impact Resistance has been demonstrated as evidenced In previously fisted test report(s), and Is accounted for In the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as Indicated in the span schedule(s) on the respecti" Product Evaluation Document O.e. engineering drawing). Installadon This product shall be Installed in strict compliance with its respective Product Evaluation Document ri.e. engineering dravrIng), along with all components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be In sW accordance with the respective Product Eva luagon Document O.e. engineering drawing) as noted herein. listed in this product's respective anchor schedule. Host structure conditions which are not accounted for All supporting host structures shall be designed to resist all superimposed foods and shall be of a material In this produers respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All Components which :re permanently installed shall be protected against corrosion, contamination, and other such damage at It times. This product has been designed for Line within and outside the Hfigh Velocity Hurricane Zone (HVHZ). Respectfully, . . ...... y, Nzl� f �­aie Frank Bennardo, PE ENGINIEEPJNG SIORRES0 #PE0046549 I Carl. Auth. 9885 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 160 SW 121 -0660 1 (866) 396-9999 (954) 354 TEAM@ ENGINEERiNGExPRESS.CQM ENGINEERINGEXPAESS.com kk"19LO.� �Tl ORR, 11.1%L W, %kl -Ila I. T'T A ib - Ni 7 1Z V 5 ntt; U) g AL-R-EU-T Ix., Ili- 4lt= -.'41' C MOUNT SCUION Z, 1-17 2 -V. 2C V�. S, It r M%Nrr.TTON 1-11�- A MAY 7" NA Rif F Jim all§ PrIl T. \�D E--V- " -� W i,, L F INE111WI-R,aw-R, 20-31543 F 41 ­11 AP-i ,­u - INMLLATION DETAIL5 EQR SERIE5 20Q0 E-Z HANG STOR PANEL CI) INTO POURED CONCRETE, CQNCRETE BLOCK ANO WOOD STRUCTURE� -jl,. TAPOON 1 CONCRETE BLOCK 7 ANCHOR a 12- o.c. �77-0 1/4*0 - 1 - TAPOON ­�14xl� HEX HEAD TEX WOOD 140" HEX HEAD TEX ANCHOR 0 12 O.C� EDGE OF I EDGE OF I VAX,. ­41 1 PJ/2' I" PAPATION t 7) GLASS, SEPARATION- NINUM TO CLASS MIN 1 __ _,;. 'op UN NUM POP WT 4- -4) -4) V-0 A S a MAX. A- e MAX PANEI- LENGTH PANEL LENGIM T 0 1^ in.- I 4'0-20.2* 1 Sort 8 To CLASS. OF V TO GLAS& 9 Box 00 u OF -L:-11 MEISCREW , INDL A 1/2 PI L J/4*11 TAPC40N ANCHOR 0 12 1/4-OL TAI 2Y.4- WOOD ANICHORR 0 12 -PLATE CONCRETE B=K RMVM WALL MOUNTING WALL -MOUNTING SEenON E21 ALTERMME EZ1W SCALE 3/8=1' SCALE 3/8-1 E "�Vl S,- FLORIDA BUILDING CODE (Won Ifigh Velocity Hftu carte Zone) slam MIN. PANEL LENGTH EI.441 FA 1 . INSTALLA74ION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN SHALL BE 2 -S" 24 SAM GkVAMZED STEEL STM PANEI. PRESSURE RATING +/- 40.0 p.s.f. AND 6'-0* MAX GLOBAL PROTECTION PRODUCTS. I=. STATE 01� Ef PANEL LENGTH. Z - �: 7�,R-P-, "1100 Sir. 5 STRW 2. FOR NEW WOOD FRAME CO NISTRUCTION: WOOD TO E PINE No 2, Wl SPECIFIC is DAM FL 3"14 MEMBERS a SOIJT14ERN Fw- 20-175 DENS" OF 0.55 OR EOUAL, ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ TOP MOUNT (CONN TYP, TYPE AS REQ-G) SECTIONS OPTIONAL '-20 STITCH BOLTS Wry� WASHERED WINGNUTS FASTENED 0 GVERLA OMIDSPANUSE g T' E! APPROPPR'IATE SPAN TABLE) a PLAN VIEVe In 156, BOTTOM T MOUN,-/ (CONN TYPE A REQ'D) R0.3 MAY 13E AT TO 1 OL a M TOELEVATION TYPICAL VERTICAL MOUNTOT ri,V N.T-5, ELEVATION TOP MMNT Lmox (CO N PE-\ AS RETqy (SPAN ABOVE I 507TOM STRUCTION) r,MDUNT'P, C N, AS REQ'D) 0 OBSTRUCTION (LOCATION MAY VARY) L BOTTOM MOUNT (C Lmax (SPAN BELOW TYPE AS RE' �'D) OBSTRUCTION) PANELS MAY BE NOTCHED AS RN R'D' �`AN' OPTIONAL 51LTCH BO SWITHWA51HERED PROVI THAT CONNECTIONE DED ANCHORS ARE USED WHICH SATISFY � WIL2 NUTS TASTE N e D La SPANS ABOVE & BELOW OBSTRUCTION, OVERLAPS 0 MIDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION /-2"\ (NOTCHED PANELS) N,T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 PAMPI S MINIMUM STORM PANEL SEPARATION FROM CLASS (KVHZ ZONE 4 &ESSENTIAL FACILITIES) MAXIMUM DESIGN AUDWASUE INSTALLATIONS L INSTALLATIONS GREATER RESSURE SPAN amax) THAN 90 ABOVE GERSSIE THAN 30'ABOVE GRAM i FELT) Gain -/-35 I M�O In 6,06 in .0 .01 G�D� C n .61N PR*Nt . 6 06 In �Inhl klOGID 106,691 6,081. 35 1!1, 832 1. &09 In 253 IN /.65 594 in 6.11 in 2.72 J. 2,9D in 27.0 In 6,131. 2.981n t)FAN t)LNtUULl: NU I tb: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAX04UM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH i POSITIVE LOADS LeSS THAN OR EQUAL TO 2. "PANEL FASTENEW ARE STUDS USED IN C0143UNMON WITH ALI. MOUNTING EXTRUSIONS (-F--TRACK, STUDDED ANGLE, ETC.). USE 6.25- 'N O�C PA EL FASTENER SPACING TABLE VALUES FOR "H -U1 ALL - AND HIBADIERS [INCLUDING BUILD OUT CON OrTIONS). 3. LINEAR ]INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDU LE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROIECTED, 2, SCHEDULE IS REQUIRIED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER tl LOAD. 3. FOR BN DNS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL STALLATT FACUXrIES IN ASTM WIND ZONES 1 THROUG 3, THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIM UM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. MAXIMUM ALLOWABLE 9k DESIGN PRESSURES- 7' FZS NOTED IN OESIG SCHEDULES DESI GN NOTES' POSITIVE AND NEGATIVE ESCALCULATED SE FOR WITH THIS SYSTrSrq'NALPLRBEESSI)UERTERMINED PER SEP GO;ARATE 111-1 ING H HE ",a N-C. A-EQIT PIGG .OD,ER .. U�IRE 111MINT, EL,,Lf NAC I ASGE DETERM NE I COROANCEW HASCE ?AND CHAPTER 1609 OF THEE) F LORIDA BUILDING CODE SHALL BE LESS THAN OP. L 0 1 101,1TTV1 11,11 NEIDA�TIVI 11.111 N PREE62UA TH ASSEMBLY FORANY UPLE L TSE �R_ A GSM GENERAL 140-FES: PER TRESS HAS BEEN USED IN THE 'OR THE PROJECT 19 USED G HALL BE RESPONSIBLI ACES TO THIS DESIGN WHICH CONTRACTOR, legRUNG SHAL­ BE MOUIRIND IN S OR SPANS CONTAINED :I�T f PAN CALCUIX17IONSA9 IMANDOO!!SNOT ROWDE �CONDUION QVIFEREATFROM 5 CUMVVIS � R OR REGISTERED ;ED ENGINEe BASED ON MAXIMUM TESTED )AM TO ASTI4 M53 STRUCTURAL QUALITY WITH A t INIMUM Py,­jl ICE. -T6 AU M ';N M Y BE 114TERC HANDED AS FIELD SHALLBE 6063 N UM ALLOY. kY BE MOUNTED VERTICALLY OR HEMINSH ULSEEMBEODEOTO ISTALLALLCOMCRETEAPICHOJLS PER ONS. ISIBLE 70 INSULATE OR PRO97ECT ALL RIALS TO PREVENT ELECTROLYSIS. X TO VAL S STRUCTURAL DESIGN AS BY CONTRACTOR, t. M. TE FEES RESULT114G FROM M L THEISEN Ek CONSTRU M.ON PRACTICES BEYOND THAT .1-ATE, & FEDERAL CODItS & FROM HEREIN, NO ADDITIONAL ATE TMIS CER $ARE N�NUED. TIYtAEELEDWrrHAMINIM0MOF(1� LABEL 3 R I FirQSIZTIA P-W6UL RUM EE. VISIT OWABLE SPAN SCHEDULE M=� TOP MOUNT Al 23 IS K T § i a P a" T Ir I zF 1 24' W Zr 2r 1 0" 1 W 27 28" .;!If T V 2r I Ire 2F 2r Zr T 24- 2W 26" !i 2.6 a H-d. 0' OT 0` Zr 24* 216" '2T W T 24' 2r 20" 24orkStudAngle 27 2r zr 31, ll* 2T ZY W it' 33' W---.k 111" - - - - - - -- L41. - W sr 'P Track 25" 25' 31w SW fir 30" 50Y 2r ST St. Its" SW Anak, nNal 4-4) -2r 22' 22' 11' 2V 30' 1 1 20' 11 1 31" 0 Dire 24' 211" 24' W Ar. ;�T 40- It. 4V W *U" dilaft (r Ir 5 2r _I T zr i 4 i trl LEM THAN Tllos� NODED IN TABLE ASDdI AM "Or AW."AAL., J_ . M.. MOORED POR ALL BUJLDCVT MoOmI IN TAsur Arro,E. WKM SIDE CLOSAMS ME NOT USED � BWLDOVr MOUNTING �Drr`l MOORED SEPARATION MO" GLASS SHALL K PER D"ArL1` TASU TOSDTI 220(- ROLTS)AN"ll-AMILS, Sm- AAaNLS­PAN"*r0, OPOONG IPEP UNING ANY MOUNTING CDNDTION IN -Vllilwrn"� 0 ONAL INTERIOR FASTENING DETAIL TV. r.!IT-5D SC." `,RV 0k PACE PANEL) NOI MOUNT tCONN-AS Evil Li LIJ ""I edfl� Ul re a IN Ul) , 1 WE- LL1 116 HI 9 5� i a 2 LLI :5 i '. - Z A!, ILI; 1U I LU �N­ Well el -� ­'- 4 9 5 -, IE 5-111 in HI V) Z < E.-As EDNEAETE SPACINGOFHALPTHE 20-31543 SGMSS PANEL) M QfflONAL EGPESS PANEL DETAIL INIT.T." FASTENING 101 CA Y 2,250' 0 750' 0.094" fU t 0.125" TT -4 CA T TYP. TYP 094", 094" .062 T-M, 1.930" 1.930" C D.D.- J�11� �_ 2.C��10.375'i TYP. 0.062" '2501, 2ALk' S 2.020" BUID-OUT HIDWER 01 &12 Z 14H I -3360" MAX 60 0 1 16il ;�"8jj L.007' s'.. 03501, 08861, I'l 124' PANEL LEN IrTT 14.8775' PANEL LEN D I'll �11.. LoG 2­1 cr 3% 00" PANEL COVE 0,090 -a CS TYP, �Q ;;U�Z:j 0.957' ILD­TOUT'r TRACK ;PHT11 rtUMLIT KEYHgLE 0 313' 7 11 tT I LK DMECT'M IL i 000 -,� Z'� � 8 12 A, TYP. @-I�u: TRACK (EXTup) a OVERLAP -Tt 1: 8 1 2S" MAX. 4- MAX CDOERCLD�M DErAiL I I A .25"MAX, MAX� LU BUILD -OUT V1 J W. 11-114- I)HIlt DISTANCE Low r, 11.� "I T, I I A -; EMBED J.00 OVERLAP 3.820' A. MAX. MAX- 011T MIN. 1.5 T­ I. 111, N,' COMEAC.SUREDEDkIt 11"MAX 'Doe ILAPHOUNT CLOSURE DETAIL D N'T. S, ANCHOR SPACING SCHEDULE: 24GAUGEPANELS; PANELFASTENERS4 t2.5"O.C. i ]MINIM EM IMEWHII EM N I P-M IMM El"I I 1=11 �/,, W/O FEE VYINVIMM/mIll/ effilloffiffl-11110111111 IVIlIffill OMMEWMERN, I ME M a VA 01; �, r/M /1// 0 M a a V/%// r/M �// EM11111 E E W 'All, V////;// Uff/ wo an r/W/l/0 11111fl, EM11111 M W////" Rffil/ MW TZ-111 IEREEMM EM Ri-entile-i'll, �=a IMMENW/Mr, EIRROWWON, M 1 0 E Wil /,1 82 10 a aw////;// MEN IDEN men ANCHOR NOTES: MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED 1. ANCHOR SCHEDUL-E APPLIES 70 ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES I. SPAN -11111 ILE I 11AIL APPLY. FL ANOMOR SCHEDULE BASED ON PANEL FASTENER SPACING, 7H E EXISTING STRUCTURE F 7 2 a ANCHOR TYPE. SELECT DE51GN LOAD GREATER THAN OR EQLALTO NEGATIVE DESIGN MATIERINAL!, LOAD ON SHVrT ER AND SELECT SPAN GREATER THAN OP, EQUAL TO SH UTTER SPAN S ELECT CONNECTION TYPE BASED ON APPROPRIATE MOLL NTING CONDrFION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDE NTI FICATION OF CONNECTION TYPE), ("I�TRACK,SIUDDED ANGLE, ETC.) LISE6.25" O.C. PAN�LFA5`TENERSPACING TABLE VALUES FOR -ANC)'U"�HEADERS(INUUDINGSUILDOUTCbNOXTIONS�L ALL H' ANCHORSSHALL BE IN57ALLEDIN ACCORDANCEWr­H MANuFAcTuREFIVRECOMMENDATIONS 5 HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTIM C90 BILOM 4. 6 MINIMUM EMBEDMENT SHALL BE AS NOTED N4NCHOASCHEDULE, 1-NIGM3111111111 E BEIIENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, ERICK, AND CTHER WALL F1 HES. WALL MFINISH SHALL BE LIMITED TO 1/4' MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TR 9� WHERE EXISTING STRUCTURE is WOOD FRAMING, EYISTI FA QUATE WOOD FRAMBLIKING CON ITIONS MAY VARY. FIELD VERIFY THAT MEMBE S, NOT PLYWOOD. FASTENING PLYWOOD ISSTMERS ARE INTOADE TO ACCEPTABLE ONLY FOR SIDE CLOSU RE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENERSHALL BE LOCATED IN pl(� OR C6NTEROFNOMINAL2'X4 M11,L)WOODSTUD X4"EOGED1 TANCEISACCIEPTABLEF WOOD E� 5 FRAMING). WOOD STUD SHALL BE --OUTHERN G-10.55 OP, GREATER DENSITY. LAG SCREW SHALL AVIEPHILLIPSPANHEADORHEXREAD, It RH EMOVABLE NCHORS ARE; DEWALT PANELMATE, ALL -POINTS SOLID-SIET & BRASS BUSHING. MINIMUM ENGAGEMENT OF THREADS INTO THE BASE MA NE SCREWS SHALL HAVE 1/2 ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, DR WAFER HEAD (SIDEWALK BOLT) U. N.C. 13 MINIMUM EMBEDMENIT AND EDGE DISTANCE S(CUUDES STUCCO OR OTHER WALL FINISHES, 14. BI DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, 5, DIRECr MOUNTING CONDITIONS- 15. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. 14 Z a rL LU @ � U) LLJ < U) -M > (3) (D 0 0 0- M 0 -10 a) CD (D -ca Cn = 0 C) L- 0 W 0 LL­ CIO 0 CC 0 > D -0 (1) E 1- 0 c Cn co 40 CU Z Z cl� C, C o C3 C-- W 0 C: c-1- .11) 0 ti < J,, )tt/l - C, Q 0 Cn (D CD co > C0 Z < SHEET NO, SH 1 .5, --F1 I FIT y a El Im