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HomeMy WebLinkAbout36379 Flats St3 m rn ui v cn -72 all 0 J rn a 0 I N S m rn m m ID C C/Cr 7 B pN O J 0 I N L L" C c 0 rn O 3 Q N i a E E x [Z 0 v 0 a E O 0 J ti N N 00 0 0 a N N ti M v 0 w a rm v N ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BILK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAVorLay. Lavatory TH I KN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Fill. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. L E INI N JX I 1 1941 Al 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 FRAMING PLAN 8 LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. ers N < o c� o LU W na yo t b_ N _ m Q ��a w m o � Ln N Z Vf o cc car Y � 3 � .°' CU d d c o a •ea a c fs O d U O N N M N N o00 ,T.) OD C•'M �o a 9+i4kti� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N E N a S8 0 �--N"LL to r01 r0- 'Z LL w tl: a a yrNiv � w a JLLLL a Z z Z -C v 00 Y� o i W0 o m r- d cn�4r- Z W Ci 0-1 _w Ti N Z Q 0 2 CO U rnLL H `^ N O U ❑❑❑ Z W 7 N (+] 0 z � Z n Q 13 N U M � vCZ�' o l T LLJ 0 w o N � N v J _. E r d ®® Q N 0 Z< M r� _l Z a 0 3 Z a LL-_ m I_ g0 Qo d Ocu .o F rO CL C E� a U U Z ro C �O ° O w o °Z a Z It o � <o 0 m0 ZOO Z _? mJ N°' a� Qw ZZ 8 O< z Qo W T � o o� < 5 cZ IT m 0 IT =� J o �w <F ao v � zla 3 y0Lp 2 > c LO Lo— ai rn cc CNI Y O m �Y -- n�21:00 U) O, W Ch 0)�- 2 6 � QtM r iri m M o E ,' ly �- ��; a FL 0 ¢ cc JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. C S 3 2 m rn L0 v X O J N O I N x m rn L0 L 7 0 0 cc I N Lo rr V) .o o+ 3 Q rM 0 0 E 49 1-2 0 J LZ v 0 UI 0 a a 0 v 0 J N ET_ M O p pn 0 0 a N N n M 0 0 W a r m v N c c d 65'-0" 55-10" 15'-0" VERIFY METER A LOCATION WITH 3'-0" S3 BUILDER H.B. V-7" T-7" 3' V-4" op . 5-SH 6" DP:- --__ R&S ---- T VERIFY LOCATION - - - - - - - - - - - - LINEN00 N ELECTRICAL PANEL II SUITE 0. BATc W.I.C. BUILDER TO PROVIDE PLIANCE PROTECTION 6" APOWNER'S II II S4GTYAP AGE OPENING TB cn s'-o° CLG. � 8 -0 CLG. 'TILE 8 -0' CLG. WHEN REQUIRED PER FBC I I I I I I CARPET CARPET ;L 2 CAR GARAGE _� OL6 I T 1 T-8" o '-10" 3'-0" T T-8" Ca m 8'-0" CLG. 20'-Og„ I I I lyg,d I � `�'Er w I 5'-3"' 82" T-10" 2668 I O I 2868 HANSON I o I I o BOX @ 36" EDGE OF SLAB 2" I 0 1 1 0 `r ' A.F.F. BEYOND WALL L9ocliY i O = i i it c00 K w I I 60"x36" N SHOWERI. HRU ROO I I >00 I 0000 3 1 (3) 2x4 #2 SPF w/ FIBERGLASSCN DTT2Z @ BASE RROU D I l l I I o I I TP TYP @ 1 STORY 5'-11on $' I 4'-0" L)UI I I I S3 I/X NOTE: FINISHED WALLS TO BE AT LAU N . Q �) I I AHU F I FLUSH. VERIFY IN I I H io 8'-0 CLG. 1 FIELD. I I �I h� TILE --D --- ----- rLr° K C 1 in ��2868 S3 (3) 2x4 #2 SPF w/ 3 3 G.T. g6 DTT2Z @ BASE _ I ; FAMILY R M R.A.G. c O 2:12 VAULTED CLG. 9 -4 CLG. I I N CARPET FOYER 3068 I I ^, 9'-4" CLG. O ' I ENTRY 23'-8" in T-10" T-8" 10'-108 in TILE 5'" 6" 78' 3" I I 8'-0" CLG. cr? ;t I I HDR AT 7'-4" ------- 1 I I I - R&S ^ 2668 - - - - - - - ib°° -------------- - 2668 r �� R&S r ----------- 4'-0" 11'-7-" a 6'-10" N 4'-7" 8'-8" N 5'-4° `' 14'-6" 5'-4" �'' "' I T-6" I 5068 B.F. 14068 B.F. ;n I OPT O I o ---------------- ---- .I REF.I- BEDROOM q 2 ( = Z co Fn W cos �s8 N I PATIO CAFE _____________= o zo 8'-o CLG. �� J 8 0 ® �W � �' LU I BEDROOM 3 BEDR OM 4 u)w - VAULT. CLG. �� _ I D W. °O °O o N D d :, I CARPET I = 8'-0" CLG. BAH 8'-0" CLG. I W o 00 � CARPET 1!) O 00 i t Q _j 'L _ 24 - J 8 CN> c� SINK DISP b°° I T CARPET - 1 8'-0" CLG. r 1 TILE CA PET T i w/ 21'-2" 2 2 2 I 10'-4" r 10.-2,' 2" 2, 4 I 5'-32" min VAULT. CLG. 0 ' U.:1 � TP 100 TILE N `L�6PANTRY a r 00 I TB TYP @ 1 L, i RANGE `" 8'-0" �w I STORY ;. AC PAD 36-- FLAT CL . U')= �f FIBERGLASSC? _-3 OO- I SURROUND co I SA3 _ 16" DEEP I H.B+ 4�1 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1 /2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 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 18JX25 S.H. 13 20X381 18JX371 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 11­13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 J 521 X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 524 X 62 } S.H. 36 54 X 72 52 } X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. aTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE (-,Pn4?ral Nntac 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 1-318" 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. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 518" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 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" rA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 11111111111111111 • - TYP. 2x FRAME WALL IIIIIIIIIIiIII BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING EGRESS EGRESS ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND A REQUIRES NO UPLIFT CONNECTORS TO FLOOR pD S3 O SYSTEM AREA TABULATION 11131" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 24 TOTAL AREA 2376 PATIO 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED PLAN - EXT FRAME 2 x 6 R-1KRAFT FACED FLOOR ELEV-B1 CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION IR-11/R-13 KRAFT FACED SCALE: %4"=1 r-0° (GARAGE / LIVING) a'7 ALM 0 ter r' C 0 C**d J • o dLU alt > W =o 6 a� M C L.) cc N _ m x . N cc C y N N O �p Q � N Y CL) C2'= W 61 i Q Ci � 3 � o u a) c o N Q. 37 c E c o a � M 0 CV 0 0 `y%y^114111�;^� ' M o •� �`%' �7750 13 To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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 d E QQ O N p N u N n Q N O C Y 07 J W M wn,E_0 L w a a a yMv w J LL LL a?� U' - *3 2 Z L c0 V 0 L T Q It Q 4:5 'fON�2 m LU W J 8� Izz Z W Z , L N Z L) x M ;^ Z N U U) H U ❑❑❑ W Cz oni N M z�N O z � � Q J_ r M N z C� o I ' LL j� fC5 W 0 �N w o L N r (� f- to U d - E ° 8 All L) 0 Q -o N I� o w M M J N ¢ Z < � LL Cd E z o �O » QN d E= V o a F-- ro � � � o V a¢ da oz wz z ro t wg Cn <o m� o� z�C m J OV=� wa <m aw ZZ op ao W cn T3 o wLL �_ '0 a� -.4-0l1 aF o 3 C 2 CD E L ! 1^ Y! a2 tm E! �1 Q U � � N :3 0, CD O Y c� M m L Li / LO r � QI p m N 0 O T LL N 0) C Ln r- Q CV) T co E c N M �; Z cc z � E O Co CID ti E U J 'a0 J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1 3 v x m Cm rn L0 Ln a> `v C Cr N 0 O J 07 0 I M m rn LO Ln L 0 0 <73 I r14 Ln LL') 7 Cr Q 0 3 C Q N N C d E E 0 c J 03 47 LZ O U 0 a UI N a a 0 U ti N O r rn 0 0 a 1�7 N 0 0 0 W a m 0 VARIES, CABINETS 2" LESS THAN BELOW MIRROR VARIES w MEDICINE / O r CABINET 00 `t 02 ILL Q 0Z U- O i CV > Co M Ch M C C1; KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER i HOLDER I - N FIN. FLR. KITCHEN 0 W O F- NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD cl--- TOWEL BAR ON BATHROOM WALL � o LO O `r o co M TOWEL BAR IN TUB OR SHWR. SHWR. VALVES o SOAP DISH Cj BATHROOMS. SHOWERS AND TUBS O TUB DOUBLE RODS Q NJ I..L w a w o 00 = r co d r- o U 0 L O _ cM SINGLE ROD CLOSETS / LAUNDRY L11 0 <V ICI OPT. REF. O KITCHEN BATH 2 O 00 O MIRROR O M 1% N N OWNER'S BATH INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE o 0 FINISHED CABINETS o COUNTER TOP 30" H BASE C. o CABINETS 00 O0 00 o U— rIN r iOto 0 2X >- ' ;� - 00 FRAMING - O CO 1/2" GYP iv "' N C? BOARD N FIN. FLR. T% %7� FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=V-0" CW2 N O of o 0 -c Cy ar -o :. L u 0 =o ago CL- G co C14 Q � m x N G LL C Q N c o>i o 3 3 m a� m rs ca d ? � •M T of =L A G E _M d U i7 M CV O N O �lttlt1aTt,, o ,``� GJ N o F E' 7 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to W v E N N I' O "00 'N LL LO M M y W a a � Q � rNi � w c—jLL a Y I„ V Z �'� 3 O Z = N R 0M ❑ c Q S O z- `°^_� m m W13 W Z LLw N M Z U V' (D I=- OU ❑�❑ Z W M � 7 N (7 7 Q � J � N 0 w o N � �N � �' , — E � I zI� $ = L W ®■ Q C CD Y W M N O � Q � LL z o oo m Z O aw O W ?® ru CL xU a¢CO o0 �U OK Z o ao �z d t � �w � ¢ o m g z my a-, J m<w a 0 �z U3 0 � z a oLL � az W O m a O �E Z K 3 �o W a¢ ;O a0 � oQ 0 U3 y O >O L f— L N Y � T O a) N m C/) Q *-i O `n N I li N co LO r Q M t CD E c M Z ccN z O W E a U J Q J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2 1" x 9" SMOOTH TEXTURED FREEZE BAND HEEL X8" SMOOTH T TEXTURES CORBELS _ _ y 0 LJ 71 C 0? M F30 T.O.M. 5 HDR HGT. — — TEXTURED p CEMENTICIOUS 20 bo FINISH ON C.M.U: (TYP.) ED 3'-0" 3068 7 - - — - — I I /— SHINGLE OR TILE ROOF PER 7ET:T7EEEE:1E +3" SMOOTH 16070 OVERHEAD DOOR TEXTURED BAND FRONT ELEVATION — 131 SCALE: 1 /4"=V-0" LEFT ELEVATION — 131 SCALE: 1 /4"=V-0" SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.M. HDR HGT. I REV. 09.24.21 C 67 'O > W cm Q , =6 o co N cc O �- y ..= C V i y O Cc Q N Y m o az L t0 y W » V d � c a i eQ co c E rc v d U Wy C'M N O CV co 0 M O ``\\\iitltJiPPP w� G •� G'L +' 6 cl To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Mt W d E N N_ ' 0 coo J M o� u' a a m 2 J tyw z _ D Sy?ZZ O Z rn C L N-- 0C Mco p °r'°' a z Z LLWinn - a - H. Z z .0o k=w— O CJ ❑❑❑ W O O Z N z � � � Wv) Q J tl N fN+I z i �• c,-, � m U 0 Ln w N N v I r in (� r— c W J t0 po 1 _® _ 5 N o z w M M p Z Z E LL- E zR O z® t@ ro _ O E oo as o oQ z o d o mz �w � w ra NC C ¢o ¢oz oo � m� z z m j ¢w �z z 0 � c> W VJ > o < o � w ap m oLL a o w� �o 'a T O >(D Li L'^ + '^ L i rn � �1 (� H N : qqt O O Y W MY W m - LO r 4 Q� O N co O c) 0 r LL N Q r- LO r cr) M r (D m N M o Z z E O U a -j Q p -i JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3.1 3 00 rn a� o` LO C Cr cn .�Q Qo O J c.0 N O I N S o: LO LO L O 0 J 01 O rh I 5LC) LO C O 3 C a N N O d E E c c J _N 1z U E 0 U 0 i a 0 U J O LZ C14 O G I PM v 0 0 a_ cq cV O N S W rY Q m 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — M. N TOM EXTENDED OVERHANG TO BE CENTERED ON DOOR ----L----------------- (2)35SH 5068 SGD REAR ELEVATION — B1. SCALE: 1 /4"=1'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) T.O.M. HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 Alf TEXTURED CEMENTICIOUS FINISH ON C.M.U. TEXTURED 3-0" (TYP.) FINISH FINISH ON C.M.U. (TYP.) F.FL.----------- — — — — — — — — — — — — — — — — - +3" SMOOTH TEXTURED BAND RIGHT ELEVATION — B1 REV. 09.24.21 M N O N � c N o as -c W O L G Q � a cr; CO C f0 Ll N m � X N C LL d — f6 O L N L7 N L N Q N y G L W c W O � 3 � ca m o CU c L� C E fU co (1_ U Ch CV O CV 00 O is •�• L !. Ili s \ c� No P" 73750 J' STA /'ddlYilS9��� To the hest 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. E a o 8 S N O (0 V _N pp� 0 °0 7 � � y J i!! to r- r,� -- 0� LL Lu d d 6 ItM W o u- Z Z LO C t N O O J Q W z Z (h Z IL w G H N U O U ❑❑❑ - W CD M N M O � z m N z � Q J n h N^ z � (-D o W i-1 cn (� w m U O w S Ul) c N N U) U w m E 0 U e 0 M J U < Z Z u.. E za >ry Q� a E CJ E oLL w� z® o a H- r0 O �(V Q� g � <zo w0 � O � z ao � z d t coo ttw L m <p ZZz mO O¢ � C v =U z m m aw z0 Q U WTI C41 3 2< LLw Nz m o� 3 v oQ a o3 .N O > (fl ' ^ L / LO rn Q � N �- O � O O Y Y a) CN W m I- 4-1 LO T }j U) ¢� O W N � o O r U- N 0) r CO T � 6 W fM (� �; o Z Z E O c E 0 U c n -j Q 0 � JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 3.2 2" 'NOTE: VARIES 1'-10" 12' CAP CAP iv N FOAM TO BE USEDONLY 1" RADIUS Cl) 2" 1„ eo - fD WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" SIN ^ - 3 1/2" RADIUS 3/4" RADIUS 4 1/2" RADIUS M� BUILT W/ STUCCO. 1/2" RADIUS 1" 1" EDGE OF 1" 4" VARIES 1 _p Cl) OPENING VARIES 1'-4" iv o 22„ VARIES 12 VARIES ITN 1 1/2" RADIUS 4" 34, 4„ 4 42, MIV 2„ 2 1/2" RADIUS r mil � �Iv N �N r OD t M� � VARIES 1z" ,,, - SINCD 3z 11" 32 1" BASE - N BASE T SIN 3" ,,, 2 2 MIS 1„ 1" 4 4 4 • 1 0 yam, N I I 12' 'NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN rEr � REQUIRED BY 1'-6" COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 2" = C' 1" V-4" V. 2" 2"� — CD BUILT W/ STUCCO. 24' EDGE OF OPENING �-6-- • 0 1-1/2" THICK 1-1/2" THICK 4" 10" N 21„ 4 _ 10" L 6" L N ---- � Ij—rl Ol -- — ---- Lv 3" 4 1 N 2„L 6" 2„ 2„ iv cn w cn w „ ti --. 1-1/2" THICK 32, 21„ 4 M 2'-4" i 52 1'-5" 52 3„ � 51„ 4'II - --- 00 ^M 4" 1" 12 VARIES VARIES U) — - 2 VARIES VARIES 4„ 8" 1 „ 32 91 \1 Q� 00 iv I 00 - I I 46� Q1a , 6" 4" KEYSTONE F11 0 OPTIONAL KEYSTONE F11 n OPTIONAL m i co Q 2 44„ R44r 3" 2 ^M 2 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" NOTE: INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL '41 • : • : LOOK &SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14" 1'-64" 14" 12' 2 1 1' 4" 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54 1'-12' 54" T-8„ 7„ N 1 " 4" T-0" 4" -- 101, 1,�„ 1 p" 00 _ � � N ------ N -- --------- CD - 1„ - N 1 o - -- - - --- - - ---- MM 9Q, 1 R%'• 11„ 2 1" CV� �IN - GENERAL NOTES: M � - • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) Eli • ACRYLIC SAND FINISH eri +CV o _ •� N _ =E ` Z. C3 43— O ac+ o Q ci C t0 U N _ CMx cu-a y N L Q N Y y y d a. c •� E t c °C 3 R L in y � t) Zj W � C O 7 N a c E A p d U G M NO <V O O M 0 t`aa;;>;sttFr,,rr iJ0 Fes- i'- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, W v EE S N - n N O § # 0 7' N LL LL M C �zs LL a d Q C J Z a. ]C 0 z -j LL SSS t/7 0 W' Y MW p rp N tD m Lu dGz W LL 00 o Z 0 N Cn F- OU ❑El❑ Z W %2 z N o � IWO z N z o Q U) NCD z 0 — LL 4-1 � v � m U O In w p N U) SUNNI, IN C w � J — — E ca I C 8 U Q ti • s o Iz W co J z ¢ �° a � d Q Z 9 <� �o = U¢� ¢xo0o� pE X z L ¢zwZ < cn mOa ozZ J mop � � ti O ~ 6 W E Z z U O E Qo U W C Wa oLL M �w � a� w 0� v zla a ° 3 O = LO ,^ Y , m m Q C7 � N : O � Cr O Y -- U M_ W m LO U QI 0 N co a O r LL N � a) T Q M r CD 4• N cM o Z cc z Occ �; E U a Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FTF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 94 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN IWO EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) i9 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) f USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 01 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #6 to Range 10 #6 to HVAC w-,T MAIN 0 200 amp 150 amp 150=2/0 200=4/0 in 2" Conduit UNDERGROUND Disconnect \iT SERVICE BY POWER CO. �It, L INTERSYSTEM 4 Bare Cu Ground '`1 A � BONDING #4 GROUNDING WIRE l TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. ! C.M AV _vTA PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER GFI OWNER'S S Y ITE O. BATH / ROUGH -IN FOR / / OPT. CLG. FAN/ LIGHT PRE -WIRE / / dVP — u4 I� CAFE 1 1 FAMILY RM ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE j U.C. OUTLET FOR DW I U.C. OUTLET I I I / � I GFI - - - - - --_-_AD=- -- GFI C—---------- GFI �- -1 07 I D.W. I SINK w/ DISP \ KITCHEN U.C. SWITCH PENDANT AS FOR DISPOSAL � � PER SPECS RANGE M GFI JVM AM MOPE OPT. REF. I DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE HOOD PER SPECS 15'-0" RECEPT. VERIFY METER FOR ALARM LOCATION WITH SYSTEM BUILDER WP H.B. Izz A GFI I I I I I W.I.C. I � I \ I I I I I I I I I I -----------J I A GFI BEDROOM 2 /Z, ROUGH -IN FOR '\'�/ OPT. CLG. FAN/ LIGHT PRE -WIRE y W IRRIGATION VERIFY LOCATION W H DELECTRICAL PANEL O I I I I 2 CAR GARAGE I I GFI FOR GAR. DOOM GFI _-GFI @ 44" A.F.F. I I I I I I I \ — / L - - - - - - - - - - - - GFI @ 44" Ak A.F.F. FOYER,' )IIIIIIII-1-TENTRY I I I I WP I I r_ct I I ELECTRICAL PLAN — ELEV—B1 SCALE: %4"=1'-0" %W3 N Alt •� o 3i p LJJ Q_ o C lO f� N N O kn O N t Vf O CV Q eV X W c' d c tr 3 cc y CD tr c.� W c o _ d N G� c E � o a � 0 CV C'4 0 CV 00 _o C`M 14 //'<<rtsrsso�s'e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q ";r E N N CD O CN W0 N ���� Ci ID M rnLZ ° LL ur to .4 rrNia W a a JoLL tL a N 0 t9 3 0 _� o . 0 Z r 03 o o W = O �� d J 0 LL M Z U H Z N U o Z ❑DD W 0 Z N c) z co La Z n r N Ni z W 1 l U O W g C w m = E I z U S o c to d o rr cn J - o 3 z z � ri E z o o0 QR Q r6 z® 2` <= w0 � E CID as o� a wz Z rQ t wz �w = n3 C ao z a w0 mO oLL N OY ma Zr 'aZ ZN m J ¢ ° 2 Z S< 5� W co T wLL 2Z N Z m a ¢ tY 3 o J << ;a = v =la o 3 .0 O = 110 rn m ca c O Y C.?O r v J `� m L.n V) ate-+ O `- N c) I M o O r L- N � T Q M � T M L CV M 0 z Z E O i 0 E U c a _j Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4 _ . u e 1 L I Y I 01 3 x m rn LO LO a� `o v- 0 0 Zi C" O I M m rn LO Ln L 0 u O J cc N O I M L0 7 N O Q� C O 3 CI Q N N G. E a� E: x L C C J N L.L 12 0 U w�+ U U 0 a 0 0 J N L.� N O 0 Cl- 0 N O CV CD 0 0 W a ROOF PLAN — ELEV—Bl_ SCALE: %4"=1'-0" R7 N O N N -o m CC N. Ui a a N cc I L Q cc O -= = _N N Q N � c a3 W .c U d _ C p 3 fr •_� Y. N C.� � E a � M N O N O O M O `�;!!lILiPl71 A To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fA W V E $ N Q O M UV N N O m J 0 CO 7 LL7 00 W # LL LL rn r- r LJ�. W a. a MLLLL aNe z 01 0 _Z L M V O t O C W(t` Go °�pjO' w 0 � LL Z N Q t- u' O U ❑❑❑ Z W Z N O z N z t` � Q J (Z N E3 h � ) J 1 l tO LL y T n W Ow $ C N I(n v C W _ E 1O c4 a� L 9? Cl- 0 O Q Y N O1 � [O W J Z � w t'- cp zo <z Zry Za d n o� H (4 _ <� 00 O o co ¢Q �o Ottz 0 Z az wz �� a N c o C as o. 1m m o° Z Z m � � F a w 8 j of ¢O W > T > � O LL w j d N F F r S � w w w OI OO d O 3 C:) N 4.V LO LO U m ca U N ICU 0 O It *— U (D N,^ M �T m L L i U) QI N V O O N LO CU E c (h N �; Z M z E O C C d U J Q Q 1 J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 5 3 m rn LO r N O a rr J co N O 1 N m rn LO 0 C r 0 0 J 4" No 1 N LO rn N O R 4. N N 0 a E E 0 v J U d d O O v 0. a> I.� N N n 0 0 a N N n N S W v N c d V-6" 5'- 6'-0" TYP @ 1 STORY U.N.O. A S3 VERIFY METER LOCATION WITH BUILDER _� 5'-2$" 15'-0" V-7° 3" T-18„ 1, 4„ H.B. VERIFY LOCATION (2) #5 REBAR 4'-0" 12'-1" �WH•i ELECTRICAL PANEL VERTICALS w/ in J BUILDER TO PROVIDE FILLED CELL 95'87 :: I ; ; I 2'-6" APPLIANCE PROTECT ON WHEN REQUIRED PER I FBC 35=4" 20'-6" N N I iv S3 I 2,„ 744, 9„ 4'-10" ( 1 I EDGE OF SLAB 2" I q f ■ CJ :: :GJ : BEYOND WALL CJ ED o� M 1 T 5'-3" 1'-10" 3'-6" I N I I N (2)#5REBAR - I ro0' .....--_-__-- J =-- I 1 II (-.41' MT VERTICALS w/ in I — `� I OPT. WI I I OPT. D 95.58' 95 co FILLED CELL W/ (x2'-5 E.W0' FTG G W! (3) #5 E.W. S3 f _.� �._ �� I L�J II L - - - - J L - - - • ; - I; o T-5„ SLOPE 7'-1 „ (2) #5 REBAR 2'-6" x 2-6" x V-0" TYP @ 1 STORY I I N ; ; AHU I I TICALS W/ (3) #5'S E.W. U.N.O. AS3 S3 CC S3 FILLED CELL CJ ; , CJ i I Ain', —25'-10, M8■°'2'-6"x2'-6"X1'-0" g" �� V ...... $''''''''' .'_-....-'_'.... ■ FTG W/ (3) #5 E.W. - c`? ^ 95.54' I � L 3-1/2" MIN 3000 PSI CONC., ��� I INDICATES FILLED CELL w/ 3000 PSI SLAB FOR HERNANDO PROVIDE Y2" x 9 Y2" 11 �' SLOPE I S3 '4 (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY i i RECESS FOR FRT. OOR "' VERTICALS w/ in FILLED CELL W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ALL PLACES SHOWN 3-1/2" MIN 2500 P%66NIC SLAB OVER 6 *I%\ASQUEEN g5,g7' TOP OF CONC./ PAVER 0 BE 4" BELOW FIN. FLR. 4'-8" ■ - I T-8" 4'-6" ..... , .. , ; ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I VAPOR BAFjR1 2 I , , ........... ....... W/ 25" EXT. ABOVE SLAB "GRADE 40 :::::. ; ; ; : ; ; ; ; . - - STEEL" �� i / ---------- 4'-0" �� 16'-10" ..,12'-10"o o STEPS AS I i i I .' . I - �t REQUIRED PER FIELD CONDITIONS I i i i i KITCHEN ISLAND I i i LOW WALLS - - - - - - nr- = - -'-I; , III I• • : III OPT. 1:I. - 10,_104„ ; ■: C r------ REF. ICJ-iCj . CJj ■ I PROVIDE 1 Y2 RECESS i i / — r ---CJ111 CHASE TO ISLAND -� 1- - -� IF 1 \ I j I TYP @ 1 r L FOR SGD. REFER TO -lam -1, I / 1 I STORY U.N.O. iv bo S3 I MASON'S SLOPE FOR I WIDTH I D.W. I III r) 11 r' II J�- I r .. • { IIIj S3 in - I M I LL _ J Ll �Jl= J - I ; : � LID LO, 95.54' (_ i ___ S3 , 16-0" SINK / DISP 2'_924" 6-10" :: I I! ■ I ih o 0 AC PAD i HVACCHASE i BASED ON LOCATION H. B+ 3'-0" 64" 1,_985„ 3,_28„ TYP @ 1 STORY U.N.O. A S3 5'-0" L 5'-0" L 5'-1 '-1 2'-104" L 5'-11sa" 5'-0" 4- FOUNDATION PLAN - ELEV-Bl NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN _� w z w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS • •_ REINF. SEE FND. FOR •r ` r QUANTITY #5 X 25" X 25" CORNER • • ' BAR ONE FOR EA. HORIZ. REBAR, TYP. r U.N.C. • : • ; ; "Alternate: ' • The reinf. bars shall be • •. • •. •r cont. around corner by cold •r �• •` bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ars tV cm 0 a� -c -! W •� O L Q G [� O C t0 U N m r Y? Q s � �Z ry 2 o rv_ a c = �: = rM O N IN o s _ i / ,j "3+eilii�a';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. W E $ N O M r a N cv 1� Y C J 20 0 �� w LL LL NM0� N a a LL Z2 O Z t v o p o (p m J W 0 ) ¢ m G W _' co LLuo CV 6 Q �U S Ch N L) N f- z OU ❑❑❑ 2 0 N M 0 Q - N M N z 0 U 0 W p V1 w N = '9 (� i- m L 1 Q 0p Y N Ol O z w M < p Z < z. z o o o= Q® rd o 0 �_E '60z Z �� i— L <=w g z U C Q p < W `o 1 , zz z m U om <w aw S zZ <o ° U> 3 wLL d Z W az �3 o J wa yo nj v zl< a 0 3 O LO LO N cc � N O Y 0 T s C%4 M m L LO T QI M TT V, a N O N T CD T E c M Z Z E O rp a E .. 'D a� U J Q Q m J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6 III TYP 11, A A A S3 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND 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. [4:12]-[12:12] a=oft / (SQFEET) () VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3, HIP -35.94 -49.57 -49.57 -49.57 \ ` `�OZONE 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58�---------71N, ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELDI ��\ ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1' ROOF SHEATHING: O SHINGLE: Y6" EXP. 1 CY16) or' Y32' EXP. 1 (33/16) I TILE: 1Y32" EXP. 1 (3�'16) { { r 1 { NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8" x 0.113") NAILS 1 I { I I ®I� ?3r 3r} �- I 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE a=oft ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. (2) A U U J 1 CA C") L) LO M U CJ3 LIDU r U CJ3 CJ5 CJ5 III I I EJ7 I EJ7 II I A I EJ7 EJ7 S3 EJ7 EJ7 (2) EJ7 11 11 EJ7 I I I1 I I 1 1 7 1 7 11 7 1 � 1 I EJ7A EJ7 IEJ7A A D 1 1 1 — — 7 D1 I EJ7 S3 I LO IEJ7A Q G G G1 I II I I IEJ7A N C-) 11 All L)0 1 (2 I II EJ7A X CJ31 I II I EJ51 S5 EJ7A i< EJ7A Cl)7 P CJ1 I I D1 EJ7A o EJ7B I " I II EJ51 II I EJ51 EJ7B M II¢ I II CJSB 1 EJ51 " ���P CJ3A 1A ��j U Q Q ^ a to Q a m ¢ m Q Q Q U a Q a Q a Q fD ¢ ao Q Q NI a N m m a U M U NCJ1 U U:Lt NCJ3 J o(2) S3 A (2) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 1 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 * 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 & 1LUGT2 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 1 010 1 605 1 12-10d SPT24 1 1090 1 1 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS +) (B) 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 11 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY BARRIER x NTLDGER A)CO SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 14 SCALE: "=1'-0" CW* CV o CV � r d a > > W a� o_ Ccc m CV N R C y O 10 a, E n, CD s � 3 � ics y ar ra L c o cc T � c c E rc p M N 0 N 0 ch 0 a`,�90i11d3t;; fl,v To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q EE " 2 U v O N N r� Olt M Nnr- LL ul ' a a Q ejrN0 w u: a C 13_ J LL 0 O 0 Z @ o 0 _ @ o _ rr S og-E ¢ m rn W Z LLW —d w N (h Z U U H a U ❑❑❑ Z W z N — o 0 IR Z n Q J n_ jn E3 N z � 2 a (� w 0 w $ L l� C N d �N En LLJ J — — _ r 8 i ml� � o � N C 0 wz CoM Cl) _J � ti E zo zo E O E U z z® ❑a X U �< �o °a Z� o Co ro a� az i `n c ..o z ms ° ~°z W v o Zx J a <w �z O < Z Qo O � a or <.1 aZ m o w <a 3 °'0 ;o v a O- za 3 .o c 0 = >� '^ L , m Q 0 ~ N O Y Y L _M U W m r (n Q O (AlN I C) CT) LO r Q M r CDD m I N M L6 o z z E O E '0ot0 CD a 0 _ JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 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 / ° 0 Safe vertical load Safe horizontal load `- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALfTY, LOTTS i 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F32 1 B/1T FORM dr GROUT SOLID O N W J U O f5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J w 8 '16 B/ 1 T to to Z i�s tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL ° HEIGHT MATERIALS cT T precasTTintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT TOP MIN. (1) RECI'D G a ILEAR 1/2" O d a G .M.U. a° ° GROUT L04 5 REBAR AT BOTTOM OF LINTEL CAVITY -BOTTOM REINFORCING 7-5/8"ACTUAL PROVIDED IN NOMINAL WIDTH LINTEL (VARIES) LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) RECI'D 1-112" CLEAR J U) rn Y J '29 wwO C.M.U. r -J w OEUOZ COIE 6 C7 Q J 0 LL O W CJ � #5 REBAR AT B( U) U)¢ 0.N AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 4'-6" LL 4'-6" LL �EI 5'-10" LL LINTEL PLAN - ELEV-131 SCALE: %4"=V-0" ces Cal a> 7 W CD 1= IV V N w+ is 4= N N CM �, o Q r N Ic N y is .3 � css is y cu � c a na _E i= M 0 CIO O M O `,CCltlla:Z�f�?{ r .. L ,�, JAI �b`�`,` � •_�^� +. 3:-, i.. _ . .� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W '- Eo S N Q U 1- v O N - 0 J w w to M v d a ,^ J LL : O V 30 13- , Z m0 L d o O o a' og�a, ¢ Co W to o Z U�2 o Z :c ILW ry C0 p h 0 o d Z ❑❑❑ W Cl) Z N m o � Z J Q U) r N^ Z 0 W o 4-1 (� w m � m U O w o fn r_ U) w m I1 Z t U �Q U) d C Q N O ~ 0 CIO w M J o3 z a E � a p E V zo G� w 'za z® oa H n3 _ <- �o 0 � ¢ a 0 O Q ¢z Z� H wo �w L (O i _ a o V w C) m OZ Z m � 5 J Nm a ° <W �Z O4 z ao WT3 V) � 2<�w �O [h az w w ¢ 3 O� '0 V zl¢ O - U HO Li In Q � � N : O Nt Cr O Y T C) a� N M W m LO T + U) Q O `� N rn � 0 o O LL 04 LO Q M T N M Z M Z E O E w v a ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 8 3 ,o x m Lo v rn Q 0 J Cn N 0 I N i m rn L0 u7 v a [V 0 J N 0 I N L0 L0 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. F I LL ENCLOSINGTHESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IN ANY PART 0 A BUILDING WA 0 OS THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE + + F THE IN INCHES _ INCHES 914 _ MM 51 MM ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF SIDE(S) 0 E GLAZING 36 C S 2 ( ) WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2, 4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-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. 2" Y„ 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) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED, 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm = 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'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 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 - o C ncrete over u and mortar along the foundation perimeter must be removed be ore extenor sol�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. eh N O c N a- C. -o > W V Qi O M G. Q cm x c u.- n- N <6 O y d O tO a� a, E c _ 3 y m c c= CUCcc E o a Cl> fV 0 CV CO _o M ��°���� .•'r:�-•,'�••` i� "moo `f%�a:stli' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ill W a v E C)8 C� _N N ci �+ C :L- N Ic M rn r` r� - LL W a 0_ Q ycNna W JLL. LL a z 0 R o w �9 o j '� N (O m W W W 0 r- d m (n < () Z W N M Z U N H z O U ❑❑❑ Z W v M e� zM � N M z � S z � Q n J l/1 zCz 0 o LL 4- Cn Lu U O w s c N L/7 U w w ��•E., pE L U zl1 U ) 0 • N �20 so 0 w J o Q LL o zo zo <R a. w° z r0� CL U -o �U <` do or �Z Z <z <o �w cn o cx z w� mo °, zm� J <Qw F 0 �z � Jo W cn A � oQ w� <� aw N a v o a- Z Q U y O > (� LO LO rn Q c� � � N � C:) O r � CN m m LO r co QI O to N 2 C) N a) Lo T_ r Q M T � E c N M 0 cc Z E O N `° E _0p c d U J J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SIN v+ „ m rn rn v 0 0 0 0 M x m rn LO 0 -9 J co N 0 N -19 LO 0 0 i i" 3 Q N N i a q) E 0 0 J t7 0 U O U Cn 2 a- z I Y 0 t� N N 0 M 0 6 a 0 0 0 w Q m 0 N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I..... '1 . 1`1 16GAx1-1\2" LONG (3/4"-1' CROWN) j STAPLES @ 6" O.C. VERT BETWEEN MAX lIl I I 16GAx1-1/2" LONG (3/4" ,1" 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** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O97 5'-0" Q - STUB -OUT FOR if-oil 1'-Oo a GAS METER 9 o N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (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. 6A (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 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —t FILL CELL Cn w C> STD. 90° CONT. #5 HOOK BAR STD. 90° HOOK BOND BEAM SIMPSC w/(22) NAILS 1 CONT. #5 BAR #5 CONT. 5/8" 0 THRU BOLT BOLT FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE C PLAN FOR MORE INFO �Q CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D /— COLUMN AND f" SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI '--MASONRY WALL OR ' INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. i 1/8" min. ) Small gap 2" min. i 2" max. 4" max. Web Stiffener Fastener Schedule - Joist Bearing Location _ _ Series De h End Intermediate ®_ 9-1/2"_ 2-8d 2-8d _ BCI5000s 11-7/8" 2-8d 3 8d -14" 2-8d - 5-8d -- Clinch nails f - 9-1/2" 2-8d 2-8d -_ when \ ✓ BCI 6000s® 11-7/8" 2-8d 3-8d possible \ BCI 6500s®__ 14' 2 8d -_- 5 8d 16"2 8d 6-8d 1 Support back of web duringnailing to prevent damage to web -flange connection. 9 P 9 _ 11 7/8 BCI 60s ® 2 8d 3 8d 5 8d_- 2) Block solid between joists for full length of span. fit \ g 3 gbet Leave 1/8" a between to of filler blockingand bottom of to Pflange.Tight 111 8 _3 8 d _ 31 6d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4lPlywood/OSB web stiffener 2 min. 4" BCI 90s® 14" I_5-16d _ _ 5-16d regwred when Indicated or max. 16" 6-16d 6-16d 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 Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts' N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. 1 T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. f Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist klot tTrzzzzt 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Provide adequate bearing for each lapped joist. Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10dnails require additional consideration. SECTION @INT. BRG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Ito A 1)/2" ROUND HOLE MAYDO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6 6" CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" aXl" Hdig Dian*ftr LW0 2 3 4. ; 5 6 7. 8, 81n 10 91 # `• i[3 f Hole fide ' n 2" 5 6 s �: 1 Any 16" joist Span (1t) 8 V-0" V-1" 1' 2" 1 2" 1'-3" T-3" V-T' 1'-11" 74" 2-3" 3-2" 3'-T' 12 1'4Y" V-1" T-2" 1 2" V-3" 1'-9. 24" 2-11" 3'-T' 4'-2" 433" 5'-4" 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-T' 2-0" 3-2" 3-10" 4-5' 5'-T' 64' T 2" 20 1'-0'" I1'-1" 1'-2" 1' 2" 2'-0" 3'-0" 4'-0'" 4'-10" 5'-111, 6'-11" -17'1" 8'-11" 24 1'-0'" 1'-1" 1'-2'1 T-3" 2-5" 3-7' 4-9 5-10" 1 T-2 8'4' 1 9-6' 1 10'-9 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. SIMPS( w/(22)' NAILS 1 R TRUSS OP PLATE 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 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL <e . 00 FINI�SH GRADE Backer block (12" wide min.) -1 I I —III —III —I — Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR '• • . • • Joist hanger FOUNDATION INFO ' d <a. STEM FOUNDATION Filler block \Nail with V 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block - -1 "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements X Joist j' o j �� depth I -JOISTS BUCKETS N.T.S. GRADE 0 REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC 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 d a 4 I i—III—III=II I —I PLUMBING LINE PVC OR SCH40 SLEEVE III — ° o c • _ I — _�— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION `PVC OR SCH40 SLEEVE PLUMBING LINE d � a _ / • c.a a 'fit Z \ • O • J e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE �Q G cv L a d `j a a SEE FND. PLN. SIZE & REINF. C" 0 N �r C cV c +- > LU ; Q a� o C fO f� N CMx C LL d N �o N zf N t N p J d Q N � 3= w d6:5ie � 3 � r= � rY •_� A V7 fl- A C E o d U 0 M N C N 0 M 0 .�\f..tUoff, GJ , •�� � is ''d ti� .,;� '',. CTI r`f•�'rr.�rl`'.t t�.�. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 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 0 f N O N co Off 0 ul , 6 0 J Q a �[ —i u_ M z Z -6 o 0 0 L 0 Win�O' J O' z 'f' LL ° �w N � z O U ❑❑❑ Z W V M � 0 Z m N Z F Q C� N M a CD � �N o — 'tom•° t'B W W a U 0 (Dull C N �(0-25 U d W J �- - E m gyy I L N U 'o • NCID l� 0 w c•M J ,J �O a Z U_ C E oo Z < E OU wz oa a _CL o E M� &a .o oz z o ao wo Xz ww rr � �2 < o .<o" m 0 n C � 0, z z m J m <b < �N o< z ao 2. w a ww W o m <p oz Jw '0 J o wa ;o v 0Ia a 3 .o c O = >(.0 '^ L ! LO rn B Q i� � � N O Cr O Y CN m 00 � Lf') T � j QI p COO N CIO O lL N V, 0) 0 O) n �-- MCD T W M CN C•M o Z E O i m E c FLU Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SN 1 3 m rn L0 LO 0 0 Q 0 J n N 0 I N i m L0 LIM s� 3 J 0 N O I LO lCyi G 0 V) 0 o+ 3 N N CL E 0 L i N U -ate+ 0 C-3I 0 i a .2 U J M O 0 00 0 O CV N M ui 0 Ii1 m V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. �f TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER f SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ ASTM -III=III—���I I —I °' ° /NA D7158-CLASS G or H, or ASTM 111=1 D•II'D3161-CLASS F, IN ' �I LI I I �� ° 1Iffili i=I I I I=�I I I12 ACCORDANCE w/ TABLE —I I E P•) VR905.2.6.1, FLORIDA BUILDING ARIES(NCODE 7TH EDITION (2020) RESIDENTIAL 8„ -I I r INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 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 - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E , �y e ° - Z co M ° 6 MIL BARRIER • • — C2 COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR 7 ASTM D1557) 3" MIN. CLR. O 3" CHAIRS TYP. #5 REBAR CONT._/1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4„ (2 STORY) U DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" Q-1.) OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS Cl) -I 4 00 SEE A/S3 OR J/S6 LI I I ITI I I I= FOR REINF. INFO. 3"MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING ( EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCt BOLT INFO. (IF NO UP LIFT I WALL SEE GG/; *SIMPSON SP1 w/ (10) 10d NAIL TYP. MONO OR STEMV FOOTING MONO FOR CLARITY NOTE: *FOR BEARING W W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES Cl) GARA( I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" I: 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. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2" 0/16" PLATE WASHER (TYP.) CI C\/ nI All (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211- �31/2" MIN. (2) #5 CONT. --/ 4 U.N.O. TYPICAL BEARING WALL "SHEAR WALL" 71/r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) GARAGE -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2" 0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �3 1/2" MIN. e 1/2"(min.)-4" o ° 9� 1/2"(min.)-4" 00PIT 31/2"(min.) 4" I- - r— �r 8„ (2) #5 CONT. 4„ Trl— {6 I 81 MIN. U.N.O. SHEARWALLK*_�c TYPICAL BEARING WALL @a STEP CC SCALE:3/4"=V-0" S3 SCALE:3/4"=V-0" S3 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 LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 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 PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z M ° D °.J _ FINISH GRADE o0 _z 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] TfL — O0 6 MIL VAPOR BARRIER -IT ° ° ° — — °° T R 1 7/8 #5 REINFORCING BAR r 05 LAP SPLICE r COMP. SOIL. (COMPACTED TO- 95% MODIFIED PROCTOR ASTM- D1557) 4" V-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" LS3 SLAB INFORMATION. 6x6W1.4xW1.4 3112" WWF OR FIBERMESH min.) 4 GRADE a 00 — — — _ . a _ III —I I 1—III—III—I • 73 _ -(1) #5 REBAR w/ OPT. ' I=1 I I —III —I 11= 11= I 1=1 11— 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS T ch —III = � I-• . t--III— ~ t J1—� I �t I I — 4,4,. �- -INMI- •y. 1=1 I- I II II I ..' .. IIIIIIf SEEA/S30RJ/S6--' -ILIA IIIIiiIII I Ilh FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0 CONT. BEAD SEAL4 — a INTERIOR ti CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB de a 00 C E- F- TT—TIT— I— _ v — — _— — L N' M 6 MIL VAPOR - --�, BARRIER �`+'4 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE Lu D U CO t, a iT- 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4' (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH �, . v T (2) #5 CONT.=111-1�1=111 I I, .11 I i ON 3" CHAIRS (TYP.) 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° - AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN M a — — —� TOP OF BEAM a - �`' N 7;7 SEE ROOF PLAN — — — —° a ° ems` T ^ (2) HTS20 FOR STRUCTURAL BEAM SIZE & N a ff _ I I CONNECTION INFO c ` d' �7 T. 2x4 #2 SYP P.T. FRAMING w/ �mTmT MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 " 8 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION, w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE q MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. .. PAD FOOTING ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _. - INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' ON FLOOR PLAN w o SIZE VARIES PER PLAN M CONT. BEAD SEALANT a w/ MIN. (2) #5 VERTICALS °O GRADE E > _j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) C7 -U-J, • WWF OR FIBERMESH r, LU �- a w 0 v a BRICK PAVERS or SLAB PER 010 `n = • • • • - z_ COMMUNITY SPECS I�f- � 4" 4" INTERIOR WALL SLAB STEP NON -BRIG. SCALE: 3/4"=V-0" n PAD REINFORCEMEN BEYOND SEE F.UNDATION CONC, PAD INFO. SEE SCHEDULE TAPERED. COLUMN FTG. DETAIL N� CD 3 m rn LO g Cr 0 I O J N 0 I i m ZW 0 C7 0 IR 0 0 J N 0 M i LO O O V) O O 3 a N N 0 a E W E _ a i tz 0 v v i 21 a i Cl- 16 0 0 J ti N N w M Q+ 0 0 a N 0 r M 0 W mCD 0Cn (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK IM M 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 PLATE WALL fS 1 1/2 MAX U INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) 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) Od 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 6. 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 ,CE OF BLOCK WALL IS 2 Ct TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. '') S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / d 8„ STD.90'HOOK g° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J - w r 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY :,. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL /jE SCALE: N.T.S. d SCALE: N.T.S. d 8 ° a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. T�I 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 -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAG E OOR vvvn r nn�,n W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS 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 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • 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. O� �R SIMPSON HTT4 TYP. OHO U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. 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 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W! 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET @EACH END FASTENED TO TRUSSES WITH 8d �AS REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) v O/C FIELDco v ? a 2x TOP PLATE v 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)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C.STUD MAX. . O. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. rp MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 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 QB., SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ %16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLICE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS S �PSON SP4 LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. i&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE f- 2X BLOCKING 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 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" Q.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" 0/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY K" R� REV. 06.24.22 SCALE: N.T.S. eh c.� 0 cam+ � o Cd CD <L f0 L1N .�mx a.. �Q V1 � 'Q r�r N � 3 2 y do >os= T3 -7 v c E n 4- M CV C=1 CV 00 0 M C=� 1111111118+9d� . v E 14 c (ate �` NO p - 15U �t�uf, �'♦iN Y�%�L To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to H a O E N $ r N C5 5 C7 o��NLL� to Jn3 LL d W a M C' a J u_ aW ti z -Drn o Z r@ v o o �y N V] m Q JW 0J 5 I-z Z LL W Z I— zN o o00 W Z N M 0 8 N � o I 10 U) V) z cD o C1 fa 1 ru U m O w s N]k C> a ly _ E L _ � N U ) y • c � � �Q Q N S M o z W M J � Q � ai E =o >m aR Q O z z0 o cfl aQ oQ z n7 QEuo ra C: ao m o° zM v m ''<w �z O T y "uLL a tnw m o -w aQ �0 ;o a M V za 00 H 03 O = n 0c: > co LO LO 6 0 `` Q c� a)CID � N C) C)It Cr O Y T (n o N LO QI 0 o 04 000 C) T U_ N V, � T Q M T E E M Z cc Z E O o a U � Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S4 u 3 v m rn LO LID 0 J N 0 N m LO v n 01 0 pN CIO J N O i LO v 0 a N N i E N E 0 O c J N s U U U .0 0 rZ 0 0 00 N O M 5i 0 0 5 N O N M 0 i-� m v cn SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 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 DETAILS (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. 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL NOTES AND UNSUPPORTED, IF >9" SEE 10/S5 45°± / 45" ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & SILL (2)10d TOE NAILS @ EA. FROM LEDGER TO 1/2" CDX PLYWOOD OR END '* BLOCKING ' 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. SLOPE OF ADJACENT SCISSOR �17 TRUSS EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE ) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM \_ RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8 & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �\ / LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) �� GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING �"` 1/2"CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16 OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS I 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4'T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. °� WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO 7711 MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 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 r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `O SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2)16d NAILS `� 60 00 2"x4" CROSS BRACE 2X4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF xi 1 1 2" RIDGE FASTENED AT . BOTT. CHORD FOR 4 EACH JOINT w/ (3) 4a 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d 4a AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/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 FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207", L = 4 1/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1i4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AOT EACH STUD 10d SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION SECTION 4 L3 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/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 HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X23/4" SEE PLAN FOR TITEN TO CMU �_ CONNECTION OF THE LAST LAMINATION ( ) 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 L 2x4 BLOCKING W/ EXT. WALL CONN. 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF h-- D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g -- S5 —'-'� ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J� SCALE: N.T.S. TOENAIL (2) 16d NA 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z W \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS^^ ^ GABLE YEND YBRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 , 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 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" O.C- TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAILr 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. e 0 GM, a NOTE: Z-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 BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS 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 e� - !V 0 CV C oc d LU ;$. W E!_o agC c covN m x y C LL d N is C i y a; ® J -CCN Y U. = C � 3 � _rdd.a _dam© � T c E a o co O N 0 CID ,`�. 'C f�. ,` soy• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W N o a ° SNP 5 N O C J 0 0 Vi�r� LL W W M CNi v ° o .4 co U_ a Z Z O O _ L 2 0 y �. W 02F d m W �� of IL W z z N C" <0� O U ❑❑❑ Z W CD M M � N O �o raj U) z m N z � � Q Q J d N �N z LL 0 o C1 (Q w U Ow s (n C N �NCn Cn U w J E aI'... — g 4 U o 0 CDCo �0 Q N 0 S I� c o w z M ZO Q _1 Z¢ =o yo w� <� a o oLL z® �_ 2� 0o U U z E �¢ o� o ao �z wo �J fz Qo m� - C oo� ZMc 2Z m � N O Q W J < ° z o� <g W3 o< <1w m O E r Ww E0 �O ¢ O M L S v ?k ° 3 °O LOLO m N J � O Y � Y �, O U T a, N M m L ' O r •V , (Al c'M cc - N 0)T LL Q � LO M r r � E c Z ro N �; Z E O cc a 0 _j Q o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM \_ RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8 & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �\ / LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) �� GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING �"` 1/2"CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16 OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS I 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4'T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. °� WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO 7711 MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 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 r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `O SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2)16d NAILS `� 60 00 2"x4" CROSS BRACE 2X4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF xi 1 1 2" RIDGE FASTENED AT . BOTT. CHORD FOR 4 EACH JOINT w/ (3) 4a 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d 4a AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/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 FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207", L = 4 1/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1i4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AOT EACH STUD 10d SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION SECTION 4 L3 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/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 HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X23/4" SEE PLAN FOR TITEN TO CMU �_ CONNECTION OF THE LAST LAMINATION ( ) 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 L 2x4 BLOCKING W/ EXT. WALL CONN. 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF h-- D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g -- S5 —'-'� ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J� SCALE: N.T.S. TOENAIL (2) 16d NA 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z W \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS^^ ^ GABLE YEND YBRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 , 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 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" O.C- TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAILr 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. e 0 GM, a NOTE: Z-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 BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS 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 e� - !V 0 CV C oc d LU ;$. W E!_o agC c covN m x y C LL d N is C i y a; ® J -CCN Y U. = C � 3 � _rdd.a _dam© � T c E a o co O N 0 CID ,`�. 'C f�. ,` soy• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W N o a ° SNP 5 N O C J 0 0 Vi�r� LL W W M CNi v ° o .4 co U_ a Z Z O O _ L 2 0 y �. W 02F d m W �� of IL W z z N C" <0� O U ❑❑❑ Z W CD M M � N O �o raj U) z m N z � � Q Q J d N �N z LL 0 o C1 (Q w U Ow s (n C N �NCn Cn U w J E aI'... — g 4 U o 0 CDCo �0 Q N 0 S I� c o w z M ZO Q _1 Z¢ =o yo w� <� a o oLL z® �_ 2� 0o U U z E �¢ o� o ao �z wo �J fz Qo m� - C oo� ZMc 2Z m � N O Q W J < ° z o� <g W3 o< <1w m O E r Ww E0 �O ¢ O M L S v ?k ° 3 °O LOLO m N J � O Y � Y �, O U T a, N M m L ' O r •V , (Al c'M cc - N 0)T LL Q � LO M r r � E c Z ro N �; Z E O cc a 0 _j Q o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4'T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. °� WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO 7711 MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 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 r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `O SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2)16d NAILS `� 60 00 2"x4" CROSS BRACE 2X4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF xi 1 1 2" RIDGE FASTENED AT . BOTT. CHORD FOR 4 EACH JOINT w/ (3) 4a 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d 4a AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/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 FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207", L = 4 1/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1i4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AOT EACH STUD 10d SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION SECTION 4 L3 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/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 HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X23/4" SEE PLAN FOR TITEN TO CMU �_ CONNECTION OF THE LAST LAMINATION ( ) 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 L 2x4 BLOCKING W/ EXT. WALL CONN. 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF h-- D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g -- S5 —'-'� ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J� SCALE: N.T.S. TOENAIL (2) 16d NA 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z W \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS^^ ^ GABLE YEND YBRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 , 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 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" O.C- TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAILr 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. e 0 GM, a NOTE: Z-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 BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS 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 e� - !V 0 CV C oc d LU ;$. W E!_o agC c covN m x y C LL d N is C i y a; ® J -CCN Y U. = C � 3 � _rdd.a _dam© � T c E a o co O N 0 CID ,`�. 'C f�. ,` soy• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W N o a ° SNP 5 N O C J 0 0 Vi�r� LL W W M CNi v ° o .4 co U_ a Z Z O O _ L 2 0 y �. W 02F d m W �� of IL W z z N C" <0� O U ❑❑❑ Z W CD M M � N O �o raj U) z m N z � � Q Q J d N �N z LL 0 o C1 (Q w U Ow s (n C N �NCn Cn U w J E aI'... — g 4 U o 0 CDCo �0 Q N 0 S I� c o w z M ZO Q _1 Z¢ =o yo w� <� a o oLL z® �_ 2� 0o U U z E �¢ o� o ao �z wo �J fz Qo m� - C oo� ZMc 2Z m � N O Q W J < ° z o� <g W3 o< <1w m O E r Ww E0 �O ¢ O M L S v ?k ° 3 °O LOLO m N J � O Y � Y �, O U T a, N M m L ' O r •V , (Al c'M cc - N 0)T LL Q � LO M r r � E c Z ro N �; Z E O cc a 0 _j Q o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 OF THE LAST LAMINATION ( ) 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 L 2x4 BLOCKING W/ EXT. WALL CONN. 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF h-- D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g -- S5 —'-'� ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J� SCALE: N.T.S. TOENAIL (2) 16d NA 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z W \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS^^ ^ GABLE YEND YBRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 , 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 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" O.C- TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAILr 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. e 0 GM, a NOTE: Z-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 BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS 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 e� - !V 0 CV C oc d LU ;$. W E!_o agC c covN m x y C LL d N is C i y a; ® J -CCN Y U. = C � 3 � _rdd.a _dam© � T c E a o co O N 0 CID ,`�. 'C f�. ,` soy• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W N o a ° SNP 5 N O C J 0 0 Vi�r� LL W W M CNi v ° o .4 co U_ a Z Z O O _ L 2 0 y �. W 02F d m W �� of IL W z z N C" <0� O U ❑❑❑ Z W CD M M � N O �o raj U) z m N z � � Q Q J d N �N z LL 0 o C1 (Q w U Ow s (n C N �NCn Cn U w J E aI'... — g 4 U o 0 CDCo �0 Q N 0 S I� c o w z M ZO Q _1 Z¢ =o yo w� <� a o oLL z® �_ 2� 0o U U z E �¢ o� o ao �z wo �J fz Qo m� - C oo� ZMc 2Z m � N O Q W J < ° z o� <g W3 o< <1w m O E r Ww E0 �O ¢ O M L S v ?k ° 3 °O LOLO m N J � O Y � Y �, O U T a, N M m L ' O r •V , (Al c'M cc - N 0)T LL Q � LO M r r � E c Z ro N �; Z E O cc a 0 _j Q o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J� SCALE: N.T.S. TOENAIL (2) 16d NA 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z W \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS^^ ^ GABLE YEND YBRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 , 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 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" O.C- TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAILr 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. e 0 GM, a NOTE: Z-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 BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS 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 e� - !V 0 CV C oc d LU ;$. W E!_o agC c covN m x y C LL d N is C i y a; ® J -CCN Y U. = C � 3 � _rdd.a _dam© � T c E a o co O N 0 CID ,`�. 'C f�. ,` soy• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W N o a ° SNP 5 N O C J 0 0 Vi�r� LL W W M CNi v ° o .4 co U_ a Z Z O O _ L 2 0 y �. W 02F d m W �� of IL W z z N C" <0� O U ❑❑❑ Z W CD M M � N O �o raj U) z m N z � � Q Q J d N �N z LL 0 o C1 (Q w U Ow s (n C N �NCn Cn U w J E aI'... — g 4 U o 0 CDCo �0 Q N 0 S I� c o w z M ZO Q _1 Z¢ =o yo w� <� a o oLL z® �_ 2� 0o U U z E �¢ o� o ao �z wo �J fz Qo m� - C oo� ZMc 2Z m � N O Q W J < ° z o� <g W3 o< <1w m O E r Ww E0 �O ¢ O M L S v ?k ° 3 °O LOLO m N J � O Y � Y �, O U T a, N M m L ' O r •V , (Al c'M cc - N 0)T LL Q � LO M r r � E c Z ro N �; Z E O cc a 0 _j Q o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS^^ ^ GABLE YEND YBRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 , 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 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" O.C- TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAILr 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. e 0 GM, a NOTE: Z-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 BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS 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 e� - !V 0 CV C oc d LU ;$. W E!_o agC c covN m x y C LL d N is C i y a; ® J -CCN Y U. = C � 3 � _rdd.a _dam© � T c E a o co O N 0 CID ,`�. 'C f�. ,` soy• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W N o a ° SNP 5 N O C J 0 0 Vi�r� LL W W M CNi v ° o .4 co U_ a Z Z O O _ L 2 0 y �. W 02F d m W �� of IL W z z N C" <0� O U ❑❑❑ Z W CD M M � N O �o raj U) z m N z � � Q Q J d N �N z LL 0 o C1 (Q w U Ow s (n C N �NCn Cn U w J E aI'... — g 4 U o 0 CDCo �0 Q N 0 S I� c o w z M ZO Q _1 Z¢ =o yo w� <� a o oLL z® �_ 2� 0o U U z E �¢ o� o ao �z wo �J fz Qo m� - C oo� ZMc 2Z m � N O Q W J < ° z o� <g W3 o< <1w m O E r Ww E0 �O ¢ O M L S v ?k ° 3 °O LOLO m N J � O Y � Y �, O U T a, N M m L ' O r •V , (Al c'M cc - N 0)T LL Q � LO M r r � E c Z ro N �; Z E O cc a 0 _j Q o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 NOTE: Z-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 BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS 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 e� - !V 0 CV C oc d LU ;$. W E!_o agC c covN m x y C LL d N is C i y a; ® J -CCN Y U. = C � 3 � _rdd.a _dam© � T c E a o co O N 0 CID ,`�. 'C f�. ,` soy• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W N o a ° SNP 5 N O C J 0 0 Vi�r� LL W W M CNi v ° o .4 co U_ a Z Z O O _ L 2 0 y �. W 02F d m W �� of IL W z z N C" <0� O U ❑❑❑ Z W CD M M � N O �o raj U) z m N z � � Q Q J d N �N z LL 0 o C1 (Q w U Ow s (n C N �NCn Cn U w J E aI'... — g 4 U o 0 CDCo �0 Q N 0 S I� c o w z M ZO Q _1 Z¢ =o yo w� <� a o oLL z® �_ 2� 0o U U z E �¢ o� o ao �z wo �J fz Qo m� - C oo� ZMc 2Z m � N O Q W J < ° z o� <g W3 o< <1w m O E r Ww E0 �O ¢ O M L S v ?k ° 3 °O LOLO m N J � O Y � Y �, O U T a, N M m L ' O r •V , (Al c'M cc - N 0)T LL Q � LO M r r � E c Z ro N �; Z E O cc a 0 _j Q o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 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 e� - !V 0 CV C oc d LU ;$. W E!_o agC c covN m x y C LL d N is C i y a; ® J -CCN Y U. = C � 3 � _rdd.a _dam© � T c E a o co O N 0 CID ,`�. 'C f�. ,` soy• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W N o a ° SNP 5 N O C J 0 0 Vi�r� LL W W M CNi v ° o .4 co U_ a Z Z O O _ L 2 0 y �. W 02F d m W �� of IL W z z N C" <0� O U ❑❑❑ Z W CD M M � N O �o raj U) z m N z � � Q Q J d N �N z LL 0 o C1 (Q w U Ow s (n C N �NCn Cn U w J E aI'... — g 4 U o 0 CDCo �0 Q N 0 S I� c o w z M ZO Q _1 Z¢ =o yo w� <� a o oLL z® �_ 2� 0o U U z E �¢ o� o ao �z wo �J fz Qo m� - C oo� ZMc 2Z m � N O Q W J < ° z o� <g W3 o< <1w m O E r Ww E0 �O ¢ O M L S v ?k ° 3 °O LOLO m N J � O Y � Y �, O U T a, N M m L ' O r •V , (Al c'M cc - N 0)T LL Q � LO M r r � E c Z ro N �; Z E O cc a 0 _j Q o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 01 3 ,n i m u7 u7 v 0 C'4 J 0 N O I N S m rn L0 0 t7 N C) O J to N 0 I rh i L0 to 3 a N N / a E E O 0 J y rQi LZ E2 U O C U 0 U a z I Y 0 v O J rM No 0 M 0 78 CN 0 0 PO Cn 0 W S a m ,o v 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8 DO NOT DO THIS ` ' 2"x BOT. PATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. r 1x4 ❑ 1 X 4 P.T. ` #5 REBAR (TYP,) �► 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PATE W/ 8d @ 4" 1:11x4 3/16" 0 X 3" LONG L FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16 O.C. & 4 2X8 STAGGERED @ 16" LiX8 (�,P) ` '' 1x8 P.T. FROM EACH END w/MIN. BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL STD. 90° HOOK JOIST 2x BAND JOIST W/ FACE NAIL 10d MASONRYTHROUGH �� 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL (TYP.) STD. 90^ ` @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: APPROVAL FOR CONN. 1x4 EACH END W/ MIN TO PRODUCT AP SHEATHING TO TO PRODUCT EDDIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" DOOR JAMB (REFER*2::GE JOISTBOTTOTYPICAL OF ND x 3-1/2" TAPCON @ 16" APPROVAL FOR CO2 ROWS 3/16" x 3-1/2'r 1x4 () O.C. & 4" FROM EACHFURRIN TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +_ 2r w/ (4)1/4x1 1/2" SDS SCREWS P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3 2x8 ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL NOTCH WEB AT THE ±5A FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. SCALE: N.T.S. SS INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A =1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT ,2'- 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS PRE-ENG TRUSS DESIGN ARCH BLKG& BUCK .BLOCK HEADER SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SEE NOTE 1 BELOW a 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA ' 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION r 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE — ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DB4GONAL BRACE AT EA. PER PLAN I I 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. ° . �A SCRIBE (NOTCH) BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS 2 x 8 AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL w/ 5/16" HEAD - DIA. @ 24" O.C. . .: . OVERRAN �' .•:,. �. ' •, CONNECT W/ 8d NAILS BRACE/BLKG. FASTENED PER ,. N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT ;< x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\_2CONT ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN 2x4 NAILED TOL 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4' MIN. OF BRACE BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED #6 X 4Yi' WOOD ) W/3 ( ) SCREWS 16" O.C. MAX. OR IF MASONRY WALL � 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. @ / ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 11- O11 51- Orr SCALE: N.T.S. SS i2 PRODUCT APPROVAL) F CHANNEL FASTENED TO: JACK TRUSS PROVIDED BY SEEit CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN INISH FLO QR 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @EACH GROOVE • " yD B-B EMBEDMENT INTO PER NAILING SCHEDULE ALL - - - ---- - - -- ° 1/4" MAX .) 2'-0 8rr STRUCTURAL SOFFIT #5 BAR 1'0" `'° W/ E*CENTERED BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON i SF01 D' ` ° +�► 9 H IN TOP o 1 X 4 FURRING BLKG. & BUCK H2.5Aw/ 10 2X6 TO 2X4 ( ) ** SCALE: 3/4" = V-0" ( ) FOR ALUMINUM SOFFITS WITH SPANS ,..' ° KNOCKOUT / 9 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER v P . THE SOFFIT FL PA INSTALLATION CRITERIA e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d D . • NAILS AT EA. END PROVIDE 2x _ *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING ' ° PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. TAPCON AT EA. SIDE CONT. W/ (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 12d NAILS JACK TRUSS PROVIDED BY AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL .► ° • ! 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT 6 Z TO BE INSTALLED 4'-0" MAX E PLAN TRUSS AS SHOWN FOR O.H. UP TO 2-6 " 2XO�E ° STANDARD BUILT UP PLWD. BUCK - Rh'q *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. °. o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + �FNGT (2)10d NAILS @ 8" O.C. N li 90r HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4'/z' WOOD + TO TRUSS TOP CHORD FILLED CELLA-. NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY +8d + + BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + PLYWOOD SHEATHING •: INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + ,, '• ` , ,• ' , r ,• , , •, ' "'I s• sk ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS + SUPPORT SOFFIT 2X4 SYP . SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES ' NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR °�� ° CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SEE LINTEL EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING, PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT ga. REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ROOF EXTENSIONrM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-0-SCALE: 3/4" = 1'-0" O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER SS FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LLO v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° SEE SHEET D2 AND SIMPSON HTT4 w/ (18) 10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° , ° ° w va A REINFORCING AS FOLLOWS: SEALANT TICr�— _ FLOOR PLAN FOR 1/2" NAILS STUDS & - MORE INFO " a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. � ° Irrr1 � L O 5/8" DIA. ALL THREAD OD 5x6' EM T # BEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6"MIN. LAP SPLICE W/ _ n ° I EPDXIED w/ SIMPSONR"SET" a v EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I EPDXY M EMBEDMENT & IN. 6" EMB \ FILLED CELL SMOOTH. DO NO FURROW. u ° I - I 3" MIN. EDGE DISTANCES cv DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT T1= GRADE . r— o. � SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6'MIN. LAP p � ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c., ° p REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r P TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (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 3 #5 REBAR. (2-STORY 16" MIN. (1-STORY) () ) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION , MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. �a RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" CW3 0 N o C%4 o 6 �a u a� a Q000 Vf C� t0 cc m a am N EL E �R o 0 M N O N O ��pttli7Sl(.}�A. co O `a ID r -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 p E N °" O N U � aro ci 0 oc#ac °°� 0,)LL 7 LL7 � LL dJ rn r` t` LL W uJ a_ a M y a w - o ,^ V JLL� z 3 0 Z r mo 0 o . C)W CCwm ��°'°' J z Z ILW N Zh Z U y HW OU ❑❑❑ Z W I N M O z Z r � N Q $ W J Ldj N zCz� � o LL 4- U c�, 1J N U 0 M w o �N 5 W J _ E t 8 U o M• c N M s�o o w C!J � QZ =o wz >� <z o E0 Z® F_ 0 �0 Uo o E �`oz ao °Z Z wo �w rp m 6° m J o�= � <w <a zz 02 z Qo W 5 T O 3 oLL Q 0 L= °> - o �_ J 00 L °O L LO CN O L J C p U) m CD N U r QI 0 `n 04 E CD r IL CV 0 LO r r M E i N M o W Z E O fn co ca E U a- _j ¢ p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SS "x , 3 m rn Ln 0 Cn 0 0 J 4 0 I N x 00 rn Ln cn 0 Q J rn 0 I M i Ln r.n av 0 3 a N N 0 a E N 0 co C J LZ Fn U i a 0 0 -9 tz 0 04 0 a M') O r- M 0 W a m 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. Cg 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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 IN t_ PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX &EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -----LWOOD TRUSS 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 TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD �A TRUSS USSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 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 SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT SIMPSON HUC410 w/ 16d INTO HEADER & (14) (6) SEE PLAN FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM -SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO 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 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD 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 VARIES OIL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 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 CHORD PLATE 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 4 MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY r8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO r11'9T 1 r1 A 1 r1 OPTION A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT 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 PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" i� COMMON BM. ATTACHMENT SCALE:NTS V; EXTERIOR SHEATHING ATTACHED PER 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 2x4 BASE PLATE W/ i 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. IL] TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rl 2 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 @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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. • SIMPSON LUS26 w/ (8)10d NAILS ZSEE OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO 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 s SCALE:NTS 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 LOW ROOFA ALL ; STUD) SHEATHING ATTACHED 4 PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x y�f 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING -- - - - - -°_ LOW ROOF TRUSS W/ (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 eh C%j C= CV r W o � � C lC C.) N — M ,_ N N O L -en Q N Y j E L C y 0 ._ tt >s ; cc L !O y Qi .ii d �o N n- E � v 0 Cn O N CID O M 0 ,l TO fro -. -t� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 4 v E o Cq O M 8 m, - N _ V omS" 0 ilf = O N u- �� a u, 25 0 .140 Z LL S � 2 J 0 - o� o0 0 W 7 N 0 m W Q 02 d m ��W0W W Z to N co U 0 2:z 0 0 ❑❑❑ Z W z � M o z Ita z � � Q �- ` + W ° U 0 NLn w o c c- u, F— J E 8 �.. t ®� Q � s 0 w M M 0 � Q E wz a, E 0 Z® ❑a t— ni a0 ,g KU s w0 3° ❑ °� z coII o Qo �z �z a� �m° .Q w� °Z a C N ox mo zF 'w z m J ¢a 0 2 Z a8 W N � a o1 Nw m <0 aLL A o w <� 3 �o O 0:0 LO LO °' R Q 0 Cr O^ T ;; � V / co s.1 , U) QI p N 0) ca N r LL � LO T Q CV) T E CV M Z Z Oto y d U J Q Q J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D 1 3 m d- rn L0 L0 O 0 J N O I N 2 m L0 L0 O N 0 Q 0 J co N I M / LO lD 0 0 3 Q N N E L c c N J y / E2 c U i i CL c -o U J a� LZ N 0 M 0 0 PM O rn 0 0 W Q m v N 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 ^' ^ "4 WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure ) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO' BOTTOI FLANGE 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 in each detail that corresponds to the oPhstructions numbered items in the list 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 4SHING 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 JOI; UNDER DECKING ED FLASHING I (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER S.E 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\ e 1 � 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM 0 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 1'-4" PER PLAN 1'-0" PER PLAN SCOPE 8" CMU ° 4" OR 8" CMU ' (PER SEAT DEPTH) ° FILL WITH GROUT a SLOPED MUD BED ° n d VINYL SHOWER PAN H SLOPE a a SHOWER SEAT SELF-ADHEF WINDOW UNIT FLASHING REQUIREMENTS /- DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-V 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 EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR 1 other a proved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied � p i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. ■ SELF -ADHERED FLASHING ■ 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING FLANGED WINDOW g pp applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration < > 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. ■ SELF -ADHERED FLASHING ■ 1.3 1.3. In accordance with other approved methods. INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 2 14 5 1 0 SELF -ADHERED FLASHING ■ , FOUNDATION WEEP SCREED OUTSIDE CORNER % STRIP OF SAF DRAINAGE PLANE WRB W BOND BREAK WRB m Q Z SF LATH \ I I WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER _ . I 3-1/2" INCH FLANGE d a- m •-1a r•le Lu PLASTER STOP NATU 2 U) DO N( 0- (O W CONTINUOUS BACKER U ROD & SEALANT DRIP w uJ _ a ACCE Q cr W � ° A i) 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 \-SZSSSS CTURAL FRAMING CTURAL SHEATHING 'OF SAF IAGE PLANE WRB BREAK WRB TH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all o o jr C W C `oL. o M CA . �L N .N -C7 N � Q N A O! E c is y a>' i2 m tv tv CI), C14O CV 00 �.( ��. O L L. I'r�l�' 1a•� 11�y r a� t: iU i T To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q E $ N � N UUV 0 Go U)ao LL OCNio� LL M a W ° a M�ii a N Z � o Z r m v o W7 f0 N (O Do J Q rRnOiZ of 0 W ILZ IL w u7 Cl)04 Z U y of 0 N F= U z O ❑❑❑ W V M � 7 N o 0 Z � N 1 Z n Q J a � N z W 0to Q)1l � o LL T 170 n LL m � U O m w o U71Ln C Ny c� LU J ,-- _ E I i z� S t c -0 o Z w Z C13 M J � � z o Q ty, Y iti Q� o. o U wz Z oa C o E 8 as �o SZ a coo to cooro aw t �J M Qo 0U w� o� Z i mJ amaw aw 8 z s° W o C) C) w LL 2 a W N m o0 3 o Jw <a 'o 0 C O 0 LO d m H i CN O : d' It C N �yT•� m ,�.1^! TW Q (n N a) I 2 N 0) O� T Q M T E E CV M Z M Z = E O M C n} E D a� C 0 U J Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. W P HURR%CANE Mounting Brackets; 10 Gauge' 4-1/2'x 4-1i2'x 2-12' Tt Back Cross Support (MdV "IP r•ttt to W) See Anchor Schedule / Right Bracket (16Gauge) 112' Cria. A32S Galy. ITT p g #14 Self -Drilling r#cr"5 10-5/8" A/C Unit 3vttorn Edgt • HtfrrlI Strap ! (Tyr)iril: 3 in front) w;q SilpfS T Front Cross Support Self --Locking Nuts (Mdy be cut to W ) Left Bracket (16 Gauge) 14 Self -ailing Strews Tbru Brait.1i 8 Back Cross Support Into A/C Una Bottom Side (Typical: 3 each side for hurricane us2) 14x'.Ui, brans lea -h.a11 {lUr.t,asc A" B"" real Raiaed Sri Drawing ayaila6lr upon n requr I 1, irneal fee .rill apish I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 01 12J1 Bn021 code - entity ar Dais 12144 Date Pautno )pup Tim version MMgfiwturer corrsm endMer&Llpents. Validated BY Vddalod Submitted FISCAoorolal Apaoved >Amar AM-.tim 202C Smart Vent Products. Inc Mchael Graham N.rmaaF Naero P.E. Locke 9-din, P.E 12A 60020 17J162020 1228/2020 1pprowd eMegay: &Wwal Components (877) 441-8W PE-73778 (334)300-1600 aubCatogory: Products htroducod es a Result of infoolans c ventan New Tedgelogy, Cwnpllann Method: Eva uebm Report from a Rod& RegiMined Architect or. U-sed Flrxlda F 1A884R4tg Products Profeasinal Engineer cow a Protlud Matlal. Mumhr or Nana Product Description Quality Aseurarwe CWrui FsoMatlan Data Approved for Use Audi In MVftt Outak for Use a HVHZ Impact Pesisty,t Damon Pnswn 1 &nertVent IAode1:1540.510 Dual Furich. Flood and Ventilation Vent 12131n0Y4 Y.s Yes NIA a1006100 2 SnartWnt Model 1540511 Duel Func6m Flood and Ventilation Vent 12/312023 Yes Yes NIA +t00f100 3 SmanYent Model #1540-520 hsulaZ Rood Vent 1231R023 Yes Yes NIA +100F100 4 Sms"Vent Model#1540-521 hnleted Flood Vent 12312023 Yes Yes NIA e10DA1 oo 5 SmartVm Model #1540.524 /68qual; Gauge Door Flood Vent 120I21W Yes Yes NIA NIA 6 SmeIV. i Mpdel#1546570 Wood Wdl In suleted Road Vent 12372023 Ves Yes NIA +10DFtoo 7 Sma dVent Model#154D574 14.5a¢tl: Gee ge Door Flood Vent t231n023 Yes yes NIA r1A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail £49§ Kitty pr an Version Manufacturer contactEnalnnri License Rex4eion 2020 Drexel Metals. Imo Jason Shurnate Zachary R. Pnast Category: Roofing i502)303-1511 PE-T4021 EuloCaegwy: Metal Rooting Istiumestemom re.et.oam Conplse- Merhoh Evauatbn Repen from a Florga Rop'tered Profiled ors Liven lied Florida imal ,,drip Engineer FLAM7679•RB Products IN # Product Moe". NunDer a Name Product Dxh crl2li h Drexel Metal Roofing Systems IWO 10ONQ DMC 15OSS. 01175S, DMC 200S, DMG5V Page 1 "1 IMCM21 Validated By " A* Validated D-tt Dale Pentllnc Submitted FBC Pear ixod 2M Approved Locke Boyden P.E. 08/10r2020 08RI92020 08202020 1 Dr1Y 20 Approved (334, 3W-18o0 QuaYly Assurance Approval for Use ACKWO for Use Imact Detilge contract expiration Date IRt1YNZ Outside MVHZ Resistant Pressure IW 2025 Yea No N/A +0P180 Florida Depaltmient of Business & Professional Regulation Paxi Building Codes and Standards 3x5r,' 3 Product Approval Application Derail _ code brift 2e Ds Daft Pending .Date Inge Version Marrufactum Contact 6lolne.r t Lirxnse Valydd By Wdelisd Submitted FEIC Aomaval s� g14g rya Reid. on2020 Therma-Tru Cttporatlon Steve Jaslarson Lyndon F. Sch Not. P. E. Ryan J. King, P.E 04715rM21 1231/2020 04rM021 06A92021 Appro ed category: Exterior 0aors (800,1843.T828 PE-4340, Cal 3)76T.6155 suheategpri Swinging Extenor Doet Assemblies sjespaeon®thcrnatru.c compliance Method: EVduatlon Report from, om Field. Replstemd AreAxed a e Lican a Florida Prolessiona Engineer An! Product Model Number or Rayne Prgdlust Nevado, Qual Aaarars, Catut i12312028 rmlr"Ion Date A-y.d for Use Andr-d for Use IaJ V4Z outside HVHZ W-i Mami Pressure 1 e. Thanne-iN Fiber-Ct.aslc and Smooth -Seer Nomhal 0&#39:8 &quo[ Impad8q,wt: Opaque No Yes Yea WA Canpo.te Edge Flbergera S'ngt. Dar (Ift-9'Outwino: X confguratibn) 2 bThennn-TN Fiber-CAeasie and Snwoth51.r 14orma16&439:58quQlmpad&qus, Opaque 12312026 N. Yes Yes WA Canposta Edge Fbergh-s Single Dora mdh Sldthe(s) Onswna/0utswing XO. OX or OXO configurallms) 3 c. Therma-TN Fiber -Classic and Smooth -Star Ncrnhal 0&#39:88qua3mpad8quot'. Opaque 12312026 No Yes Yes WA 4 d. Therma-Tru Fiber-Clesslc and Srnodh Star 5 e- Therma-TN FlGer-Classic and Smmth-Star 6 f Trterma-Tru Fitter-Oaesic and Smooth -Sher T g. Therma-Tru Rig-Cbaslc and Smadh-Sion B h. Therma-Tru Fber-Classic and Smooth -Star 9 1 Therma-Tru Fiber -Classic and Smooth-%ar 10 1 Tmerme-TrJ Fiber-0-ii. end Snail RSer 11 x. Therma-Tru Fba-Classic and Smooth -Star 12 1 Thertm-Tru Fiber-Oriesk and Smpolld-5ar 13 m. Therma-*N Filter -Classic antl 9motln-5ar 14 n. Therma-Tru Fiber -Cod rile and S-oShr 15 0_ Themla-Tru Fiber-Clssslc and Smoom-Star 16 Co. Therma-Tru Fiber -Classic and Smcod,-Star 17 q. Theme -TN Filar -classic and Smooth -Star Composts Edge Fberpess Double Door with or Z out Sid.kt-(hswng/0utswing; XX a OXXO configuretlms) Nom n" 88,439 A &W d:knped6W of Opaque Composite Edge fiberglass Single Door 1 Wed nglourt- rdg, X -11suratt-I Narinal 8&#39,0 Opaque Composite Edge Fiberglass Single Doerr w11h 5de19enc rinsaingtlwewirg. XO. OX or OXD cmfqurazlonsl 14-18&*39.0 &giW:mFoct&qud Opaque Cmpoeke Edge Fbergk.s D.Ibs. Domwith or without Sid Miles pneving/OutPxing: XX c,OXXD crnrgurenonai Nmmind 68#39:5 8W d:ImpadBW o[ Glazed Composite Edge Fiberglass Single Ooor (nsving/Oulsvim: X emAguration) N-Cid 6&#39b&Wd:hmpact&WW Gazed Composite Edge Rbaroless Single Dmvkh Sidelte(s) (Ins'dng/OwsHlnp; XO, OX pY OXO ,mars"ionsi Ncmna168#39:88Wal:Impeat6Wot Glued Corrpopte Edge Fiberglass Dquble Dorn . a with out 5detes I lns,xinglOutswng. XX a OXXO collsiurse on.) Nont-I 88#39;08qud:lnped&qua Glazed ConTwste Edge Fiberglass SInDe Door (Irlaadg/0winuing: X configuration) Nominal 88#39:0&qud:Nmped&Wol; Glezetl Caroodle Edge Fibcryass Smile Daarvth Sddte(s) Ulswin9'Oulswirg. XD. OX or OXO cmfgur",onai Nominal 86#390&geot:Inlpaa&Wot Glued Conposto Edge Fibwgless Double Doorvgith or w0hout Siddtes (InevinglOutawing: XXa OXXO ocnfgurallone) Nominal 6&#38:8&W0:mxdsd&Wot Glued! Molded Open Composts Edge FiberMass Single Derr On-9A7utewing; X coofguieton) Nominal 6d#39.8&Wd;erned&quM Glared Molded Open Composts Edge Fiberglass Single Door with Glazed Molded Open Sldelke)s) nswin (g(Outswing a XO, OX OXO cm#guratlons) Nei n Neil 68#38 8 egdat;WpedAqud, Glazed Melded Opm Composite Edge Fiberglass Doubt. Door Mon or""hat Gazed Melded Open Sidelines(hswing/OMswirlg: XX a OXXO configurations) Ncmin" 68#39:6&Wd:arped&Wot Opaque Cmmposlle Edge Fbegbas Singe D.-th Melded open SId"ars t) Unewlna0.Owswlng: XO. OX or OXO _rod rations) Nominal 6&#39:89W t;lmpad&qua: Opaque Composite Edge Flbwooss Double Doawith or wthwt Glazad Mdded Open SdetHes (hs ing/OutwIng. XX a OXXO confl0uretions) 12/512026 No Yes Yes NIA i2r3lf2M No Yes Yes WA 121312026 No Yes Yes WA 1213112026 No Yes Yea NIA 12312026 No Yes yes WA 121312026 No Yes Yes NIA 12/112028 No Yes Yes NIA 12J312026 No Yes Yes WA 12312026 No Yes Yea WA IZZ12026 elo Yes Yes WA 1231=26 No Yes Yes WA 1312026 No Yes Yes WA 12312026 No Ves Yes WA 12r312026 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of, lr# ml t3�liLtst' code _ cretin or - 1�i. Date Pausing a" MM Version Margfacturar Endnew t 1.1- VaidYad ear y SM rt atli FHC A-31 �xg R.mm 2020 POT ndisnies Jens Rosowakl Want -Deal, BCCO-CER M-Dade BCCVAL IVIE2020 1012SM20 ll24a020 Artx- CM.gery: Erterla odors 1941i 480-0100 (788) 315-2500 euhCotagery: Slldng Exterior Dori Assambies jraeowaM�pgmtlusMes.c Compliance Madi Certification Mark or Listing om P1MIA33 Products Quality A..-. A-M for Use Aaordvad for Use Irg= Design son A# Product Mod", NumDera Name ProdW Oes'crrtstm coxn1 t exiaratlon 0"e IHVHZ outside HVHZ Red"a1# Pro- s SOO.5570 (Large Mssee hmpadi Vinyl SIdng Gass Door 04/142021 Yes Yes Yes NIA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60. 01-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12131/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off midge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 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 FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 1252022 Product Approval Application Detail _. Q992 Entity or y9teDow Pending , I- Version Manufacturer Comact Engineer &License validated By Validated Submitted FBC Approval gpgoved slaws Revision 2C20 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P. E. Ryan J. King, P.E. 071231202C 07/1272020 07/29/2020 101IT2020 Approved Category: Exterior Doors (800( 843-7628 PE-43409 (813) 767b555 Subcategory. Swinging Exterior Door Assemblies s)aspersonCmermstru.cc Compliance Weed: E-valuation Report from a rn Florida Registered kohl ect or a Licensed Florida FLa2W70-R3 Professional Engineer Progucta Sao Roe upt Model. Number or Fame Protluot DeseNotlon Quality Assurance ApprovedforUse Approvedfor ContractEXpirallon Dett in HVHZ Use Outside HVHZ Impact Resistant Design Pressure 1 a. TFarma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:8&glrotlmpact&quot Opaque 1213112022 Yea Yes Yes WA Comp.f ie Edge Fibergiass Single Door (I nsv.nglOutannng; X configuration) 2 b- ThemuI Fiber -Classic and Smooth -Star Nominal 8303988qua :Impact&quot; Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelke(s) (InswinglOutswln0, XO, OX or OXO configurations) 3 c. Therrre-Tru Filler-Clai and Smooth -Star Nominal68#3;8 &quot;lmpact&quota Opaque 12/3112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Dog with or without Sleelbes (InawArlg/Osds.Ang; XX or OXXO configurations) 4 d. Themnsi Fiber -Classic and Smooth -Star Nominal a8#-;" Squat; lmpact&quot Opaque 12131/2"22 Yes Yes Yes WA OomP..e, Edge Fiberglass Single Door 0 its rAngl0uI5vng; X configuration) 5 e. Thserma-Tru Fib -Classic and Smooth -$bar Nominal 88#39;0 &quccIrnp.d&quota Opaque 12J31r2022 Yes Yea Yea NIA Composite Edge Fiberglass Single Door with Sidelte(s) (hussAngtoutioxong. XO, OX or OXO configurations) 6 f Therma•Tru Fiber -Classic and Smooth -Star Nominal8&#39;0 &quc{Impact&quot, Opaque 1201/2022 Yes Yea Yes NIA C.mpmdte Edge Fiberglass Double Door With or without Skleieee(Irmwing/Outs irg; XX or OXXO configurations) 7 g. Therma-Tru Fiber -Classic and Smoth-Star Nominal 6&#39,8 &quot;lmp2ct&quo1; Glazed 12/312022 Yes Yes Yes NfA Composite Edge Fiberglass Single Door (Inswirig/Outswing; X configuration) 8 In. Therma-Tru Fiber -Classic and Smooth -Star Nominal 66#39.8 Squodmpact&quot Glazed 12131/2022 Yes Yea Yes WA Composite Edge Fiberglass Single Door with Sidelke(s) (Inal-WO.unsng; XO, OX or OXO configurations) 9 iTherma-Tru Fiber -Classic and Smooth -Star Nominal 88#39.68quotlmpact&quota Glazed 1213112M Yes Yes Yes WA Composite Edge Fiberglass Double Door with or Without Sitlelaas (I -I g/Outin ing, XX or OXXO configurations) 10 1 Therma-Tru Fiber-Clesslc and Smootti-Star Nominal 841,011 &quotlmpad&quot; Glazed 12J312"22 Yes Yes Yes NIA Composite Edge Fiberglass Single Door 1,"_ng/0utsvnrg; X configuration( 11 k. Therme-Tru FDer-Claesic and Smooth -Star Nominal 8&#3B0 &gUetlmpact&quot Glued 121312C22 Yes Yes Yes WA Composite Edge Fiberglass Single Door wxtt, Sidelke(s) (InawinglOutswing. XO, OX or OXO configurmions) 12 1. That-Jru Fiber -Classic and Smooth -Sher Nominal 86439;0 &qucklmpact&quota Glazed 12J31/2022 Yes Yes Yes WA Composts Edge Fiberglass Double Door with or without Sideliles (Ins+,nng/Outswirg', XX or OXXO configurations) 13 m Thenna-Tru Flpee-Classic and Smooth -Star Nominal 6&939;8 &qucklmgact&quol. Opaque 1 V31r2M Yes Yes Yes WA Composite Edge Fiberglass Single Door Wth &quotNon-Impad&quot; Sidellte(s) pnswang/Outsvmg; XO, OX or OXO comp uration.) 14 n. Thermal-Tru Flher-Classic and Smooth-Ster Nominal 69939;8 8quccImpaet&qunt Opaque 121312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with &quot,Ncn-Impact&quot: Sdelites (Inswing/Outswing: OXXO configuration) 15 0. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39," &quotlmpad&quol Opaque 12J31 r2022 Yes Yea Yes WA Corngetes Edge Fibegle. Single Door with SquptNon-ImpaV9qu t; Sideiite(s) (Insw rig/OutswAng; XO, OX or OXO conlig uriums) 16 p, Therma-Tru Fl ber.Classic and Smooth -Star Nominal 8&#39,D &quotlmpact&quota Opaque 121312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door voth &quot;Non-Impad&qupt Sidelites:s.wn (Ing/Outswtng; OXXO configuration) 17 q. Therma-Tru Fiber-Classc and Smooth -Star Nominal 68#39;8 8gLx LNon-Impad&quot Opaque 12f312022 Yes Yes No WA Composite Edge Fiberglass Single Doer (Inaw rtgfOutswing; X configuration) 18 r Therma-Tru Fiber-Clatuab and Smooth-Stitr Nominal 6&#39:8 &quot:Non-Impact8quot Opaque 12131r2022 Yes Yes No W'A Composite Edge Fiberglass Single Door vxith Sldelte(s) (Inswing/OutsWng; XO, OX or OXO configurations) 19 s.Therma-Tru Filler -Classic and Smmoth-Star Nominal 6&#39,8&quot Non-Impact&quot Opaque 12131/2022 Yes Yes No WA Composite Edge Fiberglass Double Door yam or without Sldelttes (InsW g/Oub"n9. XX or OXXO configurations) 20 t Therma-Tru Fiber -Classic and Smaeth-Star Nominal 8&#39;0 8quot Non-Impad&quot Opaque 12131=22 Yes Yes No WA Composto Edge Fiberglass Single Door tinsw4nglOutswing; X confguration) 21 u. Ttlertna-Tru Fiber -Classic and Smooth -Star Nominal 88MO aquot Non-Impard&quot Opaque 12r3112022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelae(s) (InswinglOutsmng: XO, OX w OXO Canfi. ufaeane) 22 Y. Therms-Tru Filar-Caaac and Smooth-Strr Nominal SW039C &qu.tNorr-Irrpacf&quot; Opaque 12/31r= Yes, Yes No N/A Composite Edge Fiberglass Double Door with or Without Sdettes (Inswing/Outamng'. X(cr OXXO configurations) 23 w. Thermi Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quot;Norrlrnpad&quok Glazed 1213112M Yes Yes No WA Composite Edge Fiberglass Segle Door (Inswirg/Outsweg', X configuratim) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39.8 &quot:Norrlmpad&quot Glazed 12t3l= Yes Yea No WA G-loc to Edge Fiberglass Single Door wltIn Sicki te(s) (Inswlrlg/OulsWing; XO, OXa OXO configurations) 25 y. Therma-Tru Flper.Classic and Smooth -Star Nominal 6&439;8 &quot;Non-inV2ct&quot; Glued 12t3l/2022 Ves Yes No NIA Composite Edge Fiberglass Double Door With or Without SdelBes (Inswing/OutevAng; XX a OXXO confgwittions) 26 z. Therma-Tod Fiber -Classic and Smooth -Star Nominal 88d739;08quotNp 1nWct&quot Gimed 12/31r2022 Yet Yes fib N/A Composite Edge Fl bergless Seigle Door It nswnrg/Outamig, Xwnfguratim) 27 zit. Themes-Tru Film-Claeeic and Smooth -Star Nominal B8#39.0 8quotNcxl-Imps t8quot Glazed 1213l/2022 Yea Yea No NIA Composite Edge Fiberglass Single Door with Sidelke(s) (InstinglOMttswtng; XO, OX or OXO confguraeons) 26 A. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;08quot:Non-impad&quot Glazed 121312022 Yes Yes No NIA Composite Edge Fiberglass Double Door Wth or without Sdel'es (ItrewingfOumwing', )0or OXXO confgurab.ns) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel or 15/2021 444t ,. emRy or _ pgQ $iL@ Data Pwtmrm PM Iygg Vanslon 1111-fticturer contact Vifidated Submitted FBC Approval Bggrplad malls Revision 202a MI Wlndgwa and Doors Brent Sinnger Luis Robeno Lanas Steven M. Urlch, PE 10/06/2020 10/0Sn020 la,'192020 17J112o20 Approved Category: Exterior Doors (T17) 385-33M PE-a2514 t717) 317.8454 "category: Slldng Exterior Door Assemblies, b tmgen0_ R d.com Carpilance Method: Evaluation Repot from a Florida Re1F"ered Manitect a a Licensed Flande F L#15372.Ra Prdeaionn' Engineer Prpduds 8.a# Product ModN. Number or Narita Product DrscrloUnn Quality Assurance Conlrut emratlm Dare Armrowdfor Uae AcKowd Ili HVHZOutside la Use HVHZ InI gp�tMy Doslarl Positions 1 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SGD OXO 12/512024 No Yes No N)A 145314&quotx80&quot: NON -REINFORCED 2 SERIES 42CALUMINUM&GO SERIES 420 ALUMINUM SGD OX XO, XX 12312a24 No Yes No N/A 96&quQ;x 808quct; NON -REINFORCED 3 SERIES 420ALUMINUM 530 REINFORCED SERIES 42CALUMINUM SGD REINFORCED OXO 12312024 No Yes No WA 14N 3/4&qu o:x98&q u ot: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 123112024 No Yes No NIA XO, XX96&qua;.96&qud; 5 SERIES420ALUMINUM SGO REIN FORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 1MI12024 No Yes No N/A 143&quu1:.96SWd, Florida Departmerll of Business & Professional Regulation Feast a2 Building Codes and Standards 119=1 Product Approval Application Detail ]yge Version Manufacturer coned Enahmor a l.IcerMe Validated l#r Validated submitted FBC Approval Approved &atus Rawuon 2020 Wayno-Dallon, a rxwshm o<Ovemesd Door oy.ayne Kanish John E. Scales Jedr.y R Arneson, P E 1 Lv122020 0929/2020 10232020 12/1512020 Appr-d Corporation (330)763-8121 PE-51737 (904)821-5200 Caragory: oor Exterior Ds dkornishilliwayne-dalton c SuhC"agorr. Secbolal Extdi Odor Assembllas tan Cgmpll arm. Method: Evaluatron Report from a Fladds Rsgicterod Architect or a Licensed Flomds Pretessional Engineer FL#8149420 Products Quality Assurerge Aaspved for Us, Aooroved for Us. knead Design aBo # Product Mod". Number or Name Proeuet Detic0o0on contract Expiration Date s1 Hv"Z Outslea 11 It"Iya,{g YtygFSJ'g 3 8DDN81DQ'8200 #1105 g039; Me. wkkh. 14&#39: Me. height. Gluing 1231(2023 No Yes Yes -31 001-35,00 .6U39. In tap or In l"e 10 8000/81(0/8200 01123 1fi&p39: Max width. 148/139: Max h"y1t. Glazing 12312023 l4dal Maxhoig No Yea Ya -30.0003.50 awiNDle in top a Inlemledlate section. 11 8000181OM20D 01124 1681039 Max Mdth, 149#39: Max height. Gazing 12J312023 No Yes Yes •34.4&138.30 available In top or Intermediate section. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1152021 -... Qggg, entry or DgU Pllt Date ranging late mm Version Menufaduror QgMont Enofneert Llcrose Vatd d d By Yagtleted i81bridleed FBC Aopmyal eggpyeg Status RMsim 2020 Canes Di Ionof AADCB. Inc Tom Rattay UL LLC Troy&shop. P-E. 12/l0m 12/OIno20 12212020 Appwed Category: Exterior Doors 1641) 494-2813 ,.9 4)947-MO "Category: Extorter Door C-Ponents ton.'der .seaeldy.ep Corrpllance Medi Cerclicallm Mark or Listing rn FLSH 1537.fie Preducta Qualls Assurari AgurowdforUse Approved for Use ygpall DetratL, gpag Protlud Modal. Numbs a Nam. Product tbsagtton In HVHZ total HVHZ R.Shinuard P.- 1 607, ?07, 72?. 747, 757, 7r7, and 647 Sngle and Psi or Flush, G wed, and Louvered shgle and pairs of 12312025 Yes Yes Yes N/A Dons hope, metal coots. Florida Department of Business & Professional Regulation Pagel 02 Building Codes and Standards I52021 Product Approval Application Detail Cob en my or Data .., Data date Padding.. D". egg rYeya ti Manufacturer coaled Ergadeds t ursineyddaled By validated Subliniftind FBC Approval Ataoved Me ReMs.n 2020 MI Windows and Dons &ant 5fliKer American Architectural Steven M. Uridh. PE ti/172020 11/17/2320 1127/2020 Approved Category: lMmbws 1717)365-3300 Manufictur-Assodatlar 1711)317-0454 aubCateaory: Single Hung hsaNnaargimi'xd.rom Compliance Method: CNIMCetlon Mark a Lfsang Quality Assurance Acionaved for the Aporpved for use adogt paragon §,tqg P otlucl MOM N abler a Name Dssen dim Conrad Exd atlm Dae In HVHZ outside HVHZ Rotators 2 1B5 SH 52X72 Fln/For ge Frame IG/SG Single Hung 101082023 No Yes No +60/-60 LeMnat.d GI.. ^tea W N A � VJ � Q �a U Q 0 Q 0 C6 U_ 0 VI Al O L u FFA I� r 4f'r1 - O al CV � O. N e ea N � t6 s•r .mr tH 0' (y CP S =i rp sr c� CD E N Z vn M _O 0_ O fJ O U m Q O L UJ W Z Z J Z Q J a_ SHEET NO. PA 1.0. N N Florida Department of Business 8 Professional Regulation Paget d9 Florida Department of Business 8 Professional Regulation Page, art Florida Department of Business 8 Professional Regulation Pala, d1 Florida Department of Q � 0 Q 0 L ^ 8.L O O W O O O � lO Ea^�ar' 0 0 ''\/^{'/� .� vJ �J CV W - tt� C V �` —_ cV m x L.L. N d N O i t/f N t Q O t0 cV ZIC 3 as .0 Cu 67 -a-, C � C aD .0 Q tz 3 � L � N � U t37 t0 T Ct1.� G O (.A O W Z �_ `V O O �I U O L V m � Q 1 O L� cw C ^� [ W Z Z Q J a SHEET NO. PA 1.1 Business 8 Professional Regulation Papa, dz Building Codes and Standards 12s/zo2z Building Codes and Standards lrsrmzl Building Codes and Standards 1512021 Building Codes and Standards IFr2D2t Product Approval Application Detail Produ LI l f f �6-0 W Florida Deprbi w it of Business & Professional Regulation popl d2 Florida Deparhnmit of Badness A Plofe=Bnal Regulation %se l d 1 Florida DepaMlera of Blsinan & Pmhssbonal Regulation P va l d 1 Rorbda Deparanwit of Business 6 ProteeNalal Rsgu(aflon Pagel oil Building Codes end SOsrldards anal a2 Building Codes and Slarlderds "W2102 Bulding Codes and Skvldards M07022 Bulding Codes and Standards MU7022 p'L•� \ V (1) > V Product Approval Applieatial ate. Product Approval Application Detail Product Approval Application Debll Product Approval Application Data. O fan dasmar. Sins, rY DamCfa.m gala tale sea, 2ft IIlb Dab Pendm orb safe eaftor as ow DekPood ate Cale EeYeLu gad. no ReL$O.m am � 0 TJM! 16fe Mesreaalwor O"mg sadeswaut.p. Willow m FOCAa«aral AAdproy awl V#%W- Maabdueo QW."'a Loom VMMKW of was ru saw FBCAerawl /oOroNd $"a TT" i4lolo aomdmtL" g n�( Eminnra LYrMP V40mood ar MIIiYA sew FRCAeerard Approved "" nEw Vilmler, aanutidunr Co asdmri llwiwysiwow ar FKAe«war Aywr l (file":.:.: CD Aflmeem 202D MY arpww" Ja 0 MR0011 Ord W rb0arwrd Dow Jana L RW*W. P-E. m OR1402020 07)142020 O7rA= Apprortl Asbm rdwn 2031) soft owpo otlon Joe H"" aFrdl W"llm And Door T.E. W m, PE. LLC 07Au2020 C7114rd= 072212C20 AppmMtl Ahmxlbn 2= Pale Woordbn Joe Hoyden Boa W ndow grid Door dames L Budmor, P.E- O 07n4f2C20 0771412020 MAIM= Appnooed Ahrnllon 20M Pole arDdfldm Joe Hgan Hand Warren somew TP. Wm, PE. LLC 07n41521020 07n4FJM mn20m6 Approwd •� ) CstoSaryr Wrlooss 11101sanon YMxlbeOwrAaoWdbn CBUCx Erlgawdrtp Cowgwyewmdoes Robnson 1160MAKDAWApppbrypn (601)RSBta6 CoNaarlF Valdese R04MW MorWlosawAslxlelen CaUCHEngnadnng classier. Wndaas Robinson PE-44135 (W)82a4e456 }1 '^ �.! V+ a.bC.ps.rlralrge Hrg (641)Q141= (581)4214 V aubCoNOW. Single Hag 1541)92141m aWCay�FMW 041)e214W6 (•J61)814127 a.rgaraarle Rod (641)021.ON re[ -�n Cbyleop moili Ce*%@ n Mai w Usaa pllepDaMMpprowlOpe Compass MOVOO: aFWANU n Mark b LleOng polePodLo"prowl�s Tror.pleaa 0~ ORMAC 00n Mark w usth9 ptsaprodaMlsppro.sl®pe ComOleaa Mdhd: Paulson Report from a pNapoOuoadrP.0*00 ' ; CU v n la.amn Ib.Oom .Oom Flenas Rwl6nsd Aahhadwallwnad Fbma Ibownl v rielianAa Build f Pssrd it Lin pnovesserw evx+e« O a ^' O Abns.d For Use Aebrsed For Use fmom Haim 11 6rm A�.LY AmmMih[il I IRMO� amm ModkAa ammmmLbK m Amm iLbLum load Isom 5— � O �l Ps6rlMdeLYuWresMer Pam Cmmatimlra�oda 198� ! Bamboo I!— ell Premed Md.L Meeker or owes p yo hHVHa g Redeem pressers, ramProdom mllmJ o raguoLlimmdm.atla MNVHQ �� BWsiaet Ldsmd 9MOKAm APB.a1dR.Id Am�um lmod ado PradeM D.esdalan Bob HWo. � 1 eobs1W20110hporbnra Sinab Xuna VWsNbe HUna Wadow(4'a721) W1170=7 No Yes No +5DW-M 1 P.M108wbsengb HLng VVndsr 311'x27101nyl No04maIONla Hbmg WalsOls MWOM2 No Yes No +4514) 1 2 able 107J0 Vbyl lap aendpw RV x 701 O7n5n022 HO Yes No +251211 lllgE pm"modAmwowwm" , Caemot lardNtbe In Cable NYIR ,�( � Ors Yes O L s � L� 2 mares 1020 High Pb7amMV Single Hunt Vsryl Hays Porbrmarce Single HurgTrnn W21n027 NO Yes No +5p1.H0 2 Pole Swiss SSingle WIG weldor W a 07 l4nyl NtoMn4lsd Sham n02 Wing Whiles 071092 No Yes Nb +4945 Sbma 100 VbH4 awl emddow (1W'x6t7 07n61=2 No Yoe No +2N-29 108d6a F4naeFhud 10 Seri Vr Flares Fixed Wdea =34=1 Ns WA M a+— Como -as (77 x B&1 n') W11a'=T No Yes No +47-40 a 4 Psis 10 trim Mngm Hung W roe. 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March 6, 2023 PA 1. 2 -a --a FF U) U O_0� L C (D Simpson Strong -Tie 2020 FBC Approved Products Updated 12f30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12MI2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJOR020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 Q p LO ®For direct Inks to all SST approvals Wed belaw, CLICK HERE ® For direct Inks to all SST approvals listed below, CLICK HERE. ® For direct Inks to all SST approvals Wed below, CLICK HERE. Fordirect Inks to all SST approvals listed below, CLICK HERE- �1 LL For additional Information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA). CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mom -Dade County Notice of Acceptance (NDA). CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA). CLICK HERE. For additional Information regarding Flo lrJas Statewide Product Approval System and Mom -Dade County Notice of Acceptance (NOA). CLICK HERE. FL#2355-R7 FL#10446 R6 FL#1045fi-R5 11 HUS, HUSC series hangers Face -mount hangers avaiable In widths ranging from 1-518" to 3• M 9l16" and heights ranging from 4-5116'to 11" Concealed flange Q) -0 U JMg Product Modal. Number or Name Product Description Sea # i' roduct Model- Number or Name Product Description ,ggy"� Product Model. Number or Name Product Description version (HUSC) available for models having width equalto or O 1 Titan Stainless Steel Concrete &Masonry Screw (TTN-SS) 114"diameter Titan stemless steel masonry screw 1 A21. A23, A33.. A34. A35: A44 Angles 1 BT, 8T8, BTH Brick Ties greater reater than = L O i O 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12. CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718'to 3- Q C C _ 3 APB44, APB44R, APVB66, AP666R, APB88, APBWR, AP81010, AP6101OR, APV644, Outdoor Accents Post Bases 3 C514, CS16, CS18, CS20, CM Coiled Straps 516' and heights ranging from 9-1/4" to 16' Q _ FL#9N9-Re APVB44R, APVB66, APVB66R, APVB88, APVB88R, APVBID1i7, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SOS, LGU3.83-SDS. LGU5.25-SDS Face -mount hangers (U O - si CO 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, Li LU28, LU210 Face -mount hangers -0 O Sep # Product Model. Number or Name Product Descrlptlgn APVDJT2R 8 6 DSP, SSP, TSP Stud Plate be 15 LUC28Z, LUC2102 Face -mount hangers "u) E O 1 SDI 0112DBB Outdoor Accents Connector Screw 5 APHH45, APHIl APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H8, H7Z, H16, H16S, H16-2, 1-116-28 Hurricane Ties 15 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- (D L 0- 2 SD9112, SD9212, SO10112, SD10212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, Alai APVL4, APVL6, Alai APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15M6' Cl)Q 3 SD9112SS, SD9212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 H524 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers �' -�-� 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2-2-SDS3, HSS2-3SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- v) Q SDCF221134, SDCF221334, SDCF271 it SDCF272358 9 CBT2Z CBT4Z Concealed Beam Ties 11 HST2, HST3. HST5, HSTB Straight Straps 1/B" and heights ranging from 6-15116'to 19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP227DO, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDGP271400 11 DJT14 Deck Joist Tie 13 HTSQ1 BKTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1 - 6 SDHR27400. SDHR27614. SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9116' and heights ranging from 3-1116" to 13-314" Fit 7 SDS25112. SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Dive SDS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTA12 LSTA15, LSTA18, LSTA21, LSTA24, LSTA3Q LSTA36 Straight Straps Concealed flange version (SURC, Si available for all double SDS255M SDS25800, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; on y acute flange is concealed. 8 SDS25112SS, SOS25200SS, SDS25212SS, SOS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SOWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2-5T, HQ H10A-2, H1 OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6' and heights ranging from 2-5/8" to 11-1/4" 17 HCJTZ Heavy Concealed Joist Tie 19 MOT Medium Girder Todown 18 HH4, HH6 Header Hangers 20 MS727, MST37, MST48; MST60, MST72 Straight Straps FL91DO07-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12 MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FLXIDS67-RS 20 1_30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sec # Product Model. Number or Name Product Descrlvtlon 21 LCE4 Post Cap 23 MSTC4883, MSTC66B3 Pre -Bent Straps ,R`gg Product Model. Number or Name Product Description 1 ATR318, ATR1/Z ATR518, ATR3/4 Threaded Rods 22 LS30. LS50, LS70, LS90 Sliewable Angles 24 MST126. MSTI36, MSTI48, MSTI80, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 3 ATU05, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 SP316-2, BP112, BP1/2-3, BP5/8-2, BP518-3, BP314, BP3/4-3, BPRTUD3-4 Aluminum Take -Up Device Bearing Plates 23 24 LSCZ LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ LSSJ21OLZ, LSSJ21ORZ Adjustable Stair Stringer Connector Field Adjustable Jack Hanger 25 26 MTS12, MTS1Q MT818, MTS20, MTS24C, li MTS30C NCA200-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Medium Twist Strap Bridging 2 DG8F series hangers 1/8" and heights ranging from 7-1/8" to 30" Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW3/8, CNW1t2, CNW518, CNW314, CHW5/8-112, CNW314-518 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56 LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW1312, RCWB14 Wall Bracing 118" and heights ranging from 9-114"to 24". 5 CTUD55, CTUD65, CTLI CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97. Coupling Take -Up Device 26 LTP4, LT-5 Tie Plates 28 RPS1 B, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, b1L24Z, ML28Z, ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, N4, N5, NB Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SPB Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD48, RTUD5, RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5M" and heights ranging from 9-1/4" to 24" 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Saud Shoe 5 EG5, EG7, EG9 series hargers Top flange hangers available in widths ranging from 5-1/4" to B- 9 TUW38 Take -Up Washer 31 RBC RBCP Roof Boundary Clips 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-1r2". 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, T827, TB3C, TB36, TB42, T948, TB54, TB56, TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tle Connectors 35 TWB10, TWB12, TWI314 Wall Bracing 1/4" and heights ranging from 11-114"to 37' 12 URS5 518" Uplift Rod Run Tredown System 34 STC, STCT, OTC, HTC4 TrussChips 36 VGT, VGTR, VGTL Variable Pitch Girder Tedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-7a' 13 URS6 314" Uplift Rod Run Tiedown System 35 TJ037, TJC57 Truss Jack Clips 37 WEI06. W8106C, W6126, WB126C, W6143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 11" to 32'. FL#10441-RS FL#10531-R5 9 HE series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-RS 112" and heights ranging from 8" to 30" seg x Product Model, Number or Name Product Description %gi Product Model, Number or Name Product Descrlptlon 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-7/8" 1 DTT2 Hold-down Seg # Product Model, Num bar or Name Product Description 1 CBH2.37x5.5, CBH2.37x7 63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-112'to 28". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHSTF series hangers Face -mount (DU, DHU) and top -flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDO11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSC5RSDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9118" to 3-9116" and heights 7/8" and heights ranging from 7-112'to 32" 4 HDU2, HDU4 HDUS. i HDU11. HOW 4 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15116". 12 HGLTV series hangers Top flange hangers available in vddms ranging from 3-114" to 7- 5 HPA26, HPA35 Strap -style purlin anchor 4 HCP1.81 HCP2, HCP4 Hip Corner Plate 3 HGU3.635DS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.iX1SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33" 6 LSTHD8. LSTHDSRJ Strap -style hold-down 5 HHRC2-2. HHRC42, HHRC42-2 HHRC411 51, HHRC44, HHRC5.25/3.25, HHRC5. 3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in vAdths ranging from 2-5116" to 3- 7 MASA. MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9118" and heights ranging from 18 to 26' 8 MPA132, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3/1 and heights ranging from 5-5116" to 12-7/8". 14 HUSTF seines hangers Top flangejoist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, Pi PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5 50-SDS, HHGU5,62•SDS, HHGU7 00SOS HHGU7.25SDS, Face -mount hangers 3-9116" and heights ranging from 5-3/8"to 13-1/8" 10 PAI18, PAI23. PA128. PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10. STHDI0RJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5-50MO. Face -mount hangers 112" and heights ranging from 3-7116'to 15" Concealed flange 12 STHD14, STHD14RJ Strap -style hold-down 10 TC24. TC26. TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA21 B, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422 THA426, THA422-2 THA426-2 1/S" to 6.118" and heights ranging from 4-314" to 15-3f4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81122, THAI2.06f22, THA121122, THA1222, THA1322, THA13522, THAI422 Adjustable Truss Hanger Sized for Woists Concealed flange version (HSURC, HSULC) available for all 1f8" and heights ranging from 5.318" to 28" 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange s concealed 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16'to 7- c 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU28, HTU28, FfTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers ranging from 5.318" to 32'hts " and hen 1129 M 15 THJM2-4SDS3, THJM2-5-SDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in welths ranging from 1-9/16" to 3- Cl Cl > w 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.7/8" to 19-114"- Concealed flange 5/8" and heights ranging from 9-118" to 16' tLV col_ 17 VPA2 VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUG) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9/16' and heights - t; o r 18 VTCR Valley Truss Clip greater than2-9116" ranging from 5.318"to7-114" c 10 HUC01 81/9-SDS, HUC01 81111SDS, HJCQ210-2-SDS, HUCO210-MDS; HUC0310- Face -mount hangers 20 JBA series hangers Tap flange hangers available in width of 1-9116" and heights N "o m >N•c c u- SDS, HUCQ410-SDS, HUC0412-SDS HUCQ525/9-SDS, HU005 25111 SOS. HUC0610- ranging from 9-3/11 to 13-118" y - to o i SDS, HUCQ612-SDS N c Q N Y 3 = w ry Q- c pa CDCID '- $ i � .� IJ -- V d C CM L) •� T fJl Q .fta C E <O r, f1 � O Simpson Strong -Tie 2020 FBC Approved Products Updated 12w30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 FEEMN Simpson Strong -Tie 2020 FBC Approved Products Updated 12w3011020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 ®For direct Inks to all SST approvals Isted below, CLICK HERE. ® For ctlreel Inks to of SST approvals Istoad below, CLICK HERE. For direct Inks to all SST approvals Wed below. CLICK HERE. C= For direct Inks to all SST approvals Isted below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOR). CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CLICK HERE. - For additional information regarding Florida's Statewide Product Approval System and Marta -Dade County Notice of Acceptance (NOA), L lf_.K. HERE. For addiional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CLICK HERE, 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11468-R5 18 Still SILBV1.81, S/LBV2.06, S1LBV2.37, S/1-13V2.56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-1/8". S/LBV3.56, S1LBV3.62 S/L6V4.06, SlLBV4.12, S/LBV4.28, S1LBV4.75, S/LBV5.50 6 Strong -Bolt 2 (STB2, STB2.4SS, STB2-68S) Strong-Boh 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea # Product Model, Number or Name Product Description 19 SILTT20, SIDTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16' ha 13-1/8" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SrMST60, S/MST72 Straps 118 mil (10 go) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSi Then HD Heavy Duty Screw Anchorfor concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 1 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SPB Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112" 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, 01 TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 ME05, MEG7 series hangers Top flange hangers available in laldths ranging from 5-1/4" to 1 4 THG62.. THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC. DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/7' 5 THG02-SDS3, THGQ3-SDS4 5, THGQH2-SDS3, THGQH3-SDS4 5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (TH037634RC, THD50934RC) Titan HD Threaded Rod Couplerfor concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116'to 5- 6 THGW33, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THOB37158RH, THD37212RH, Then HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114" to 24" THD50234RH, THD1O212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchorfor masonry (D ranging from 3-318" to 7-1/8" FL#11473-R5 FL#139i 27 RR Ridge rafter 28 WP series hangars Top flange hangers available in widths ranging from 1.9/16" to 7- an Sea # Product Model. Number or Name Product Description §gyp Product Model. Number or Name Product Description FL#16230-Re 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHOG, CCQM4.82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Per Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4,82SDSG: CCTQM5.50-S0SG, CCCOM3 62-SDSG, CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 H18, Hi 8S, H 16-2 H 1&2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#1081 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G4KT, ECCLQM4-62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Per Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALIZ HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLROMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry }a S� # Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT A Strong -Bak 2 (ST62) Strong -Bolt 2 Wed Anchor for masonry g Wedge y 1 ABA44. ABA44R, ABA46, ABA46R. ABA66, ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA4D Heavy Embedded Truss Anchor 3 HGUM5.25, HGUMS.SQ HGUM7.00, HGUW 25, HGUM9, 00 Heavy Masonry Hangers 5 Titan 2 (77N2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46 ABU46R, ABU5-5, ABUS-6 ABU65, ABU66, ABU66R ASU88, Adjustable Post Base 8 LGT2, LGT3-SDS2,5, LGT4-SDS3 Girder Tiedown 4 LGUM26-2, LGUM26-3- LGUM26.4, LGUM28.2, LGUM28-3, LGUM28.4, LGUM210-2. Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6S5, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 W ABU88R, ABU1010 ABUIOIOR. ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM45. LGUM48, LGUM410 or 316 stainless steelwhh hex heed, and 316 stainless steel with 3 ABW44Z ABW44RZ, AiBW46Z, ABW46RZ, ABW66Z, ABW66RZ ABW7.7 Adjustable Post Base 10 META12, META16, META18, META20, MSTA24 META40 Embedded Truss Anchor 5 MBHA3.12/925, MBHA312/11.25, MBHA3-56f7.25, MBHA3.56r`i MBHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head. ' 4 AC4, A.C4R, A.CE4, AC$ ACBR, ACE6 Post Cap 11 MSTAM24, MSTAli MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3-56/11 88, MBHA3.56114, MBHA3.58J16, MBHA3.56/18, MBHA5-50r7.25, 7 Titen Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry v, 5 BC4, BC46, BC4R, BCD, BC6R. BC8, BC52-2/4.. BC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16._ HTSM20 Twist Strap for Masonry MBHA5-50J9.25, 1.5011125, MBHA5.50/11 88. MBHAS 50f14, MBHA5 50I16, 6 C844, CB46, CB48: CB66, CB88 Embedded Column Base MBHA5.50/18 cu 7 CBSQ44-SDS2, CBSO46-SDS2, CBSQ66-8DS2. CBS086-SOS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3.56/11,25, MBHU3.56111,85, MBHU3.56/14, M13HU&5W Masonry Beam Hangers FL#16937-R3 8 CC, FCC, ECCU Series Bolted column caps with Wt ranging from 3.1/4" to 91 and FL#1 i496-R5 MBHU3.58J18, MBHU5501925. MBHU5 5011125, MBHU5.60111,88, MBHU550/14, W2 ranging from 3.518" to 7-112' MSHU5,50116, MBHU5.50118 'ftl Product Model. Number or Name Product Description O 9 CCQ-SDS2.5, ECCQ•SDS2 5 Series Screwed column caps with W1 ranging from 3-1/4" to 9-112" and Sag # Product Model, Number or Name Product Description 1 X3481016-SK, XIS1016, XI B1016-4K X01 S1016, XQ1611 410A6 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L. W2 ranging from 3.5/8" to 7.112" 1 DTT1Z Deck Tension Tie Drill Point Q 10 CPT44Z, CPT86Z, CPT86Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-RG 2 XL01141`1224, XL0114BI224.2K #12.24 Strong -Drive XL Large -Head Metal Sol -Drilling, Tapping ^ 11 12 EP844A, EPB44, EPB46, EP586 EPS4Z Embedded Post Base Embedded Post Base 3 4 HD38, HD5B, HD78, HD®B HTT4, HITS, HTT5-314 Bolted Holdowns Tension Ties Seg 9 Product Model, Number or Name Product Description 3 XMQ114S1224, XMQ114B1224-2K Screws with #6 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCBW Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW2230Q SOW22338, SDW22438, SDW22458, SDW22500, SDW22600, SOW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCBZ Light Post Cap SDW22634 4 X0114S1224. XQ714B1224-2.5K, X114S1224, X0112S1224, XQ112B1224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 "� V 15 MP6447, MP886Z, MPB88Z Moment Post Base 2 SDWC15450 SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, PB46.. PB66, PB66R Embedded Post Base Fll3628-R5 3 SDWH1930ODS, SDWH19400D6, SDWH19600D6, SDWH19800D8, SDWH191000DB Strong -Drive SDWH TIMBER-H EXScrew 5 XU34S1016. XU34BI01ll #10-16 Strong-Dnve XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH274000, SDWH278000, SOWH27800G, SDWH2710ODG, SDW1­271200G Strrxng-Drrve SDWH TIMBER -HEX HDG Screw #1 Drill Point i8 Pi PBV10 Round Post Base Sea # Product Model- Numberor Name Product Description 5 SDWS76212, SDWS16301 SDWS16312, SDWS16400 Strong -Dane SDWS FRAMING Screw TIMBER O 19 PC44-1B, PC46-16, PC48-16. PC64-16, PC68-18. EPC44-16. EPC46-16, EPC48-16, Post Cap 1 SB518x 24, SB718x24, S91 x30 SB Anchor Bolts 6 SDWS19600, SDWS19712, SDWS224DO,SDWS22500. SOWS22512, SDW522600. Strong -Drive SDWS Screw (Interior Grade) L 20 EPC84-16, EPC8l PC4Z. PC4RZ, PC6Z, PCBRZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPC6Z, EPC8RZ. EPC8Z, Post Cap 2 SSTB16, SSTB2Q SSTB24. SSTB28, SSTB34, SSTB36 SSTBI6L, SSTB20L, SSTB24L, SSTB28L SSTB Anchor Bolts 7 SDWS22800, SDWS22900, SMNS221000, SDWS221100, SDWS221200, SDWS221500 SDWS22300DB, SDWS22400DB_ SDWS22500D9. SDWS226000B, SDWS228OODB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) FLM320-RO EPCBRZ SDWS2210DODB §gq� Product Model. Number or Name Product Description 21 PPB44-4Z. PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512OBB Outdoor Accents Structural Wood Screw 1 01, DSSCB46, DSSCM, DSHS Bypass Framing Drift Strut Connector v'^� 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SDWS27600SS. SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45-5. FCB47 5, FCB49.5, FCB411 5 Bypass Framing Fixed -Clip Connector SDWS271000SS, SOWS271200SS 3 FPHSD34S1C16, FPHS03487018, FPHSD34B1018-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- Sea # Product Model- Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHS034B1214-5K Drilling, Tapping Screws U V FL#108613 R5 1 CMST12, CMST14, CMSTC16, CS14, CS16, CS18, CS20 CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6-25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector 2 HRS6, HRSB. HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24, FHA30, MST126, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25. SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, Steel Stud Connectors 399 # Product Model- Number or Name Product Description MSTI48. MSTI60, MSTI72, S/MST27, S/MST37, SIMST48 MSSC425KW, MSSC6.25KW C\I 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twat Straps FL#15383-R3 6 RCKW3, RCKW5,5, RCKW7.5, RCKW3S, RCKW5.55 Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA72, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45.5, SCB47 5, SCB49.5, SC8411.5, MSC645.5, MSCB47 5 Bypass Framing Slide -Clip Connector 3 GH46.6, GH46-8, 01148-6, GH48-8, GH41 M4 GH410-8, GH66-6, GH66-8. GH68-6, GHi Girder Hanger 5 LSTA9, LSTA12, LSTA16, LSTA18, LSTA21, LSTA24, ST292.. ST2122. ST2115. ST2215 Straps 33 mil (20 go) Sec # Product Mill Number or Name Product Description 8 SCS32-5197, 5C562-5197, SCS52-5/118, SCS82-5/118 Bypass Framing Connector B, GH610.Q GH61M 6 LSUEH3.25, SUBH325, MSUBH3.25 Bridging Connector 1 AS 16, AS 18,135, AS 18S8 18 ga. Truss Plates 9 SOW .25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GL85A, GLB5B, GLB5C, GL85D, GLB7A, GLB76, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OHS 201 High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC825: li 0.25 Steel Joist Connectors L� 5 GLST512, GBLT612, GLBT518, GBLT616, GLBT520, GBLT620 Glulam Bearing Plata 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSS3 518 Bypass Framing Slide -Clip Strut Connector O 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy GluAm Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST76. ST22, MSTC28, MSTC40, MSTC52 mil Straps 54 (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78E1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HOT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC68 MSTC78, STS236 Straps 68 mil 14 go) Screws w 8 UFP10-SDS3 Universal Foundation Plate 11 M7SI2. MTS16, MTS18 MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1018, XQ1 B1018-4K, XQ1S1214 X0121214-3 5K, XQ78S1224, XQ78B1224-3K, 11 #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, 2 9 URFP Universal Retrofit Foundation Plate 12 SIB1,56, SI61.81, SIB2.06, S1B2.37, SIB2.56, SJBZ68, SIB3.12, S/B3.56, S763.62, SIB4.06, Top Flange Joist Hangers FL#1573i XQ114S1224; XQ114B1224-2 SK, XQ112S1224, Xi 2B1224-2K, X34131 C16-SK, X1S1018, X1131016.4K, X1S1214, X1B1214.3 5K Tapping Screws Q S/84.12, SB4.28, S164.75, S165.50 z 13 S(EA2.1218, SIBA2.12/10, SMA2.12/12, SJBA2.12/14, S/BA4.18/8, SIBA4.18/10, Top Flange Joist Hangers Sec # Product Model- Number or Name Product Description J SBA4.13112, SJBA4.18/14 1 ET -HP Adhesive Anchor for concrete z 14 SIH1A Hurricane Tie 2 GAC, GDP, GDPli GOPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S!HD8S, SIHD88, S/HD10S, S/HD10B, S/HOISS, S/HD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies J 16 SHDU4, SlHDU6, SJHDU9, SIHOUII Holdowns PDPAWL-MG, PSVL3, PSV1_3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 a 17 S/JCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. March 6 2023 PA 1.3 MIAMMClr4laE MrLAM-DADS COZTNTi' PGT Industries. Int. PGT Industries. Inc. PRODUCT CONTROL SECTION PGT Industries, Inc. I Isa 26 sweet Room 208 NOTICE OF ACCEPTANCE: EVIDENCE SiTB_IIIITED NOTICE OF ACCEPTANCE: EX-IDENCE SUTBIIITTED DEPARTMENT OFREC4XATORYAND ECONOhffCRESOUILCES(RER) Miami Floriia»175- 414 NOTICE OF ACCEPTkNCE:EVIDENCE SIT MITTED BOARD &_%7DCODE A,D3; NISTRATIONDIVMON T (-seJ;�as �5�a > I�s€� zl�-=s±7Q NOTICE OF ACCEPT A1C'E A) xwwmiaatudade_toti,ecoaons 1. Evidence submitted under pr eti iou5 _ti OA D. 1.[ -�L.ITl ASSi?&-%NCE (PTO A DRAWINGS B. TESTS (continued) . 1Miami Dade Department of Regulatory and Economic Resources (RER). PGT Industries. Inc. 1070 Technology DAve, 1. Nianufacturees die drawings and sections. 5. Test report on 1) Air Infiltration Test. per FBC- TAS 202-94 North Venice. FL 34275 (Submitted under .,VOA Vo. 11--010" 04) 2) Uniform Static Air Pressure Test- per FBC. TAS 102-94 E. KITERLAIL CERIMC:ATIONS SCOPE: 2. Drawing No. 3fD-5570.0, titled "Vniy1 Sliding Glass Door NOA (Lhl)". sheets 1 3) Water Resistance Test. per FBC. TAS 202-94. 1. Notice of Acceptance No.15-0.52814 issued to Vision Extrusion Limited for their This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Ilse through 21 of 21 _ prepared by manufacturer. dated I0-tSl 5, with revision A dated 4) Large Missile Impact Test per FBC. TAS 201-94 "'White Rigid PVC- Exterior Extrusions for Windows and Doors"_ dated 08,43r15. documentation submitted has been reviewed and accepted by Nfiami-Dade County RER -Product Control Section to 04 05 17. signed and seated by A_ L-ymn Miller, P.E. 5) Cyclic Wind Presstue Loading per FBC. TAS 203-94 expiring on 09 30.-19. be used m hiam Dade CQ=y and other areas where allowed by the Authority Hjvwg ]vats divans (Ai11). 6) Forced Enm Test. per FBC. TAS 202-94 '. ?Notice of Acceptance No. 16-0920.09 issued to Vision Extrusion Limited for their This NOA shall not be valid after the expiration date stated below- The Nftami Dade County Product Control Section B. TESTS along with marked up drawings and installation diagram of vinyl sliding glass door_ prepared 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for (InlfianuDade County) andortheA U(mareasother than Miami Dade County) reserve the right to have this 1_ Test report on 1)Uniform Static AkPraessure Test. per FBC_ TAS 202-94 by Fenestration Testing Lab_ Inc.. Test Report No. FTL 8549. dated 11,0645_ signed and W`Wdows and Doors". dated 12-108116. expiring on 1229:21_ product or material tested for quality awarance putpr . If dd s product or material faits to perform in the a ccepted ')Large Missile Itupact Test per FBC_ TAS 2101-94 sealed by Idalmis Ortega. P. E_ (Test report revised on 11`04, l5 and O'�'11.16) 3- Notice of Acceptance No.1."528.15 issued to Vision Extrusion Lmiited for their manner, the tnamafatYurer will incurthe expense of such testing and the AHJ may ittttnediatelyrevoke_ snc+ciifi .car 3) Cyclic grind Pressure Loading per FBC. TAS 203-+94 b. Test report on 1) Air Infiltration Teri, per FBC. 102-94 "Brawn Coated (Painted or Laminated) White Rigid PVC" Exterior Extrusions for suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this along with marked -up drawings and diagram of vinyl sliding glass door. prepared minstallation > > ) Uniform Static Air Pressure Test_ per FBC. TAS _0�,_ o; Windows and Doors". . dated 08'1115. expiring on 0930.1o� acceptance, if it is determined by&iiami-Dade County Product Control Section that this product or material fails to by Fenestration Testing Lab, Inc._ Test Report No_ FTL 8717, dated I21V l5, signed and 3) Water Resistance Test. per FBC. TAS 202-94. 4. Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA. meet @xe requirements of the applicable building code_ This product is ments�od as described herein and has been designed to ccxz�gi} with the Florida Building Cade_ sealed by Idalmis Ortega. P. E. ('rest report revised on 0?'15 16 and 02`2416) 4) Large Missile Impact Test per FBC, TAS '201-94 Inc. for their `` AN 30-I0 and Lighter Shades (:�i on-�Iuite) Rigid FVC Exterior istctudingthe High. VelocityHumcanE Zone_ 2. Test report on 1) Asa Infiltration Test. per FBC, TAS 202-94 5) Cyclic Wind Prey- we Loading per FBC, TAS 203-94 Extrusions for Windows and Doors" dated 09 15 16- expiring on 02'04, ?1- DESCRIPTION: Series '°A570+'2 770" Vinyl Sliding Glat ss Moor (Reinforced) wr`wo 900S I351corners-L ��. , ? q _)Uniform Static Air Pressure Tess_ per FBC, TAS _0_-, 4 along with marked -up drawings and installation diagrams of vinyl sliditlg glass door_ prepared 5. Notice of Acceptance No.16-0712.04 issued to EINERGI Fenestration Solutions USA. eP' `Bronze APPRO` AL DOCUMENT: Draw•ingNo.iID-5570.0 Rev B. titled '-Vmyl Sliding Gass Door NOA t111j-•_ t 3) Water Resistance Test, per FBC. TAS 202-94_ by Fenestration Testing Lab. Inc.. Test Report No. FTL 8552, dated 1'•044'15. signed and Inc" for their and Lighter Shades of Cap Coated Rigid PVC Exterior ,� ? �#) Large Missile Impact Lest per FBC, TAS _01-94 , � sealed by Idalmis Ortega. P.E. (Test report revised on 0y.'15 ��016} Extrusions for Windows and Doors" dated 0-0 15,16. ex on 04 161,20. P ,� � , 1 through _ 1 of 21. preparedby manufacturer. dated 10;05,15 and last revised on 0�.'01; .1. signed and sealed by 5) Cy c Wind Preasnre Loading per FBC'. TAS 203-94 7_ Test report on 1) Urrifoml Static Air Pressure Test. per FBC. TAS 20'2-94 6_ Notice of Acceptance No.16-0712.03 issued to ET"�'ERGI Fenestration Solutions USA_ A_ Lv_ nix Miller. P.E_ bearing tine :vfianii-Dade CountyProduct Control Re wsion stamp with the Notice of 6 es, per _ ? -9 t ) - Forced Entry Test. FBCTAS 30 ? 'Inc. ..)Large Missile Impact Test per FBC. TAS ..01-94 for their ` 3i hire 'd PVC rtea for E3nvsions for Windows and Doot s-'dated In E Acceptance number anexpiration date bythe 13ismi-Dade CaRxxttty Product Control Section `'p bd attb along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 0&1Gt17, expiring on 022&l.8. L�i�eACT R.xTLNG: Large and Small'Missile impact Resistant MISSLimitations: by Fenestration Testing Lab_ Inc.- Test Report No_ FTL 8546_ dated I 1 06r15, signed and along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared 7_ Test reports No(s). 10-002-792(A).. 10-06-M0527. 535753-09. per ASTME-84. Limiraaon5: I. See table 1 (sheen) and table ? (sheetD for applicabk SGD unit saes. design pressures_ reinforcements types_ sealed by Idalmis Ortega- P_ E. (Test report revised on 01l0446 and 0'2-`11:2016) , by Fenestration Testing Lab" Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22)_ dated ASTAR? 1929 and ASTNID-635. issued by EXOVA to Vision Extrusion for cellulosic ss s girl riser see tables B-1 & B-_' _sheets 7-$ and anchor layout sheets re ttuements in l i than 16. glass t"� ( ) q �. Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 111 .9!10. signed and sealed by Jorge A_ C: aurso, P. E. (Srrbtrtitled rrude�r A'Q4 Ao.11- con>posite material - %gid White FVC- Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) xhite Rigid PX-C to be 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 010.•'. 01) (Submitted under YOA � 0. 11-010' 04) labeiedperreferencedNOA'srequirements. 3 Water Resistance Test. FBC, TAS 20?-94 ) Pg ? ?_ 8 Test report on 1) Air infiltration Test. per FBC_ TAS202-94 94 8_ Notice of:�cc Acceptance No.14-0914.11 issued to Kuraray America.. Inc. for their eP 3. Egress operable doors must comply with min clear width or height per FBC requirement. as applicable. 4) Large Missile Impact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 '-Sentr•y-Glas (Clear and White) Interlay-er -. expirm on 07104 '18. 4. Pocket walls under separate approval, to be renewed by Building official 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94_ 9_ Notice of Acceptance No.I6-111 r.01 issued to Km -a av America. Inc. for their LABELING: Each umt shall bear a pens rent label with the mamtfactur %naive orlogo. city. state and series and 6) Forced Entry Test. per FBC_ TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 U ltr•aclear. Clear and Color PVB Interlayers °. expiring on 07`08.19. fallowing statement: 'Miami -Dade Count} Product Control Approved"- herein along withmarked-up drawings and installation diagram of vinyl sliding glass door. prepared 5 Cyclic Wind Pres re Loading FBC, TAS 203-94 ) per RE\-EWAL of this NOA shall be considered after a renewal applicance has been filed and there him beenno by Fenestration Testing Lab, Inca Test Report No. FTL 8547. dated 12.04115. signed and 6) Forced Entry Test. per FBC. TAS 202-94 F. STATEhIENTS change in the licablebuil " codene ti��el-yaffectine the erfornsanceofthis product- applicable P P sealed by Idalmis Ortega, P_ E. (Test report revised on 02 15 �16) alon with marked- drawirr and installation dta ofvirryl slid lass door, aced g 1 � g preF 1. Statement letter of conformance with FBC-_" Edition (2014) and FBC-6v'Edition TERMINATION of this NOA will occur after the expire date or if these has been a reti7sion or change in due 4. Test report on 1) Air Infiltration Test. per FBC_ TAS 202-94 by Fenestration Testing Lab. Inc_ Test Report No_ FIL 6337 (samples A-1 thru A-5), dated (2017). issued by manufacturer. dated 0&14.17. signed & sealed by Lynn Miller. P.E_ materials. use. and -''or facture ofthe product or process. Nti sure of this NOA as an endorsement of any product, ? �- �) Uniform Static Air Pressure Test, per FBC'_ TAS _0_ 94 12•'06,`l0, s ed and sealed by Jorge A. Canso. F. E. (.Srrlrmitted under :'!'(7 d. i1- ? __ Statement letter o€no financial interest. dated 04:1 & 17. issued by manufacturer. signed for sales. advertising or any other purposes shall automatic allyterminahe this NOA. Failureto compiywith ally 3) Water Resistance Test. per FBC. TAS 202-94 010' 09) & sealed by Lynn Miller. P.E- section of this NOA shall be cause for termination and renmva1 ofNOA. 4) Large Missile Impart Test per FBC_ TAS 201-94 3. Letter of lab compliance. part of the above test reports_ ADVERTISEMENT: The NOA number pfecededby the words 1+.fiami-Dade County. Florida, and followed by the 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 C. CAL C LZATIt3N5 4. RER. Test Proposal No. 17-0387- dated 05. �05,'17. signed by Ishaq Chanda- P.E. ex irationdatemaybedi tayedinadsrrtisin literature. If'any ottionoftheNOAisd toyed. then it shall be P _ sP g P �P 6)Forced Entry Test, per FBC, T.AS 202-94 1 _ Anchor verification calculations and structural analysis, complying with FBC-_014; done in its entirety. along with marked -up draw; trigs and installation diagram of vinyl sliding glass door, prepared prepared by PGT_ dated 12.09'15and last revised on 02 15 16_ �gned and sealed by G. OTHER LNSPECUON: A copy of this entire NOA shall bepro-aded to the user bythe mamtfacturer or its distributors and by Fenestration Testing Lab_ Inc. _ Test Report No. FTL 8548_ dated 11-04.15. signed and AnthaayL Miller, P.E. (S•ub► thled ►►ndtr_V0A \ o. 15-1210.01). 1. Notice of Acceptance No.15-1210,01_ issued to PGT Industries. for their Series shall be available for inspection at thejob site at the request of the Budding Official. tnsp qu d 02-11.)_ sealed by Idalmis Ortega, P_ E. (Test report revised on 01 �'041and ? Glazing complies ww�ith ASTMS-1300-09. , . 55,167012'+ 70" invi Sliding Glass Door (Reinforced) - L.lf i. '. expiring on 04`14 `21. This NOA revises R renews NOA 420-0429.05 and consists of this page 1 and a Midencepages E-1. E-2. E-3. E-4. 11; •' - j I r .'�_ E-3 R E-6 as well as approval document num red ab<n-e_ lshaq I. Clantla, P.E. Lhaq 1. Chanda. PZ Ishaq L C'handa, P.E. The submitted documentation was reviewed by Ishaq L C'banda, P.E. Product Control Unit Supervisor Product Control Unit 'Sapers-isor Product Control Unit Supervisor NOA No. 21-0:05.03 �O� Via.=1-04�.1s3 NOA No. '1-020-9.03 ?BOA No. 21-0205.03 ttttv4tttp13ECt7tttvTY Expiration Date: Apri11 , 202 Expiration Date: April 14.2026 Expiration Date: April 14.2026 Expiration Date: April 14, 2026 Approval Date:lrarch 2--, 20211 Approval Date: Xiarch 25, 2021 Approval Date: March 25, 2021 : 1farch 25 2021 Approval Date - Page I E -1 -� E _ E -3 PGT Industries. Inc. CGI Windows and Doors, Inc. PGT Industries. Inv. NOTICE OF ACCEPTANCE: E171DENCE SIB4fIITED NOTICE OF ACCEPTANCE: EViDE`CE SUBIfITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence Submitted under prew•ious submittal E. LATERL-iL CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity A. DR.AW1iGS 0.881 BTU -in-` hr.-ft=-`F. ASTM F 1249 X11VTR-Pass. ASTM D3985 Oxygen -Pass; ASLNI E A. DRANNTI GS 1. Drawing No.11ID-5570.0 Rev B. titled -Vinyl Sliding Glass Door NOA (Lhl) . sheets 2190 I.G_ Durability No Fog -Pass. (Subnritfed under presio►►s A0 A. o.1 S-0409 05) I. Drawing No_ NfD-5570.0 Rev B. titled'Vinyl Sliding Glass DoorINCtA (LI+�1}''. sheets 1 1 through 21 of 21, prepared by manufacturer. dated 10,05 15 and last revised on through ? 1 of2l. Prepared by manufacturer. dated 10•05 715 and last revised on 02•01.2 L 04,22:20. signed and sealed by A_ Lymn Miller. P.E_ 6, Quanex Part Dur•aseal complying with ASTNI C518 Theinnrai Conductitlity 2.22 BTU -in' signed and sealed by A. Lynn lbfiller, F.E. hr_-ft=- F, ASTMF 1249 WGTTR-Pass_ ASASTMD 1434 Argon Perrrance-Pass. ASTME Note: This revision consists replacement of saute existing installation screw with flat head. B. TESTS 21$9 I.G. Durability -No Fag, ASTM E 546 Dents Point Development -20�F in 48 has_ 1. Test reports on. 1) Air Infiltration Test. pef FBC. TAS 202-94 (Sub» ► laid auder X0_4 tin. 15-0469.05). 2) Uniform Static Air Pressure Test, Loading per FBC_ TAS 202-94 ". Vision Extrusions_ Ltd_ Parts complying with PVC'-A.iA 303-13. ohrrr#ary Specification B. TESTS 3) Water Resistance Test- Per FBC. TAS 202-94 for Rigid Poly.Anyt Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd. VEX -I by 1. None. 4) Large Missile Impact Test per FBC'_ TAS 201-94 AAML A Fenestration Exterior Profile Certification Program (Sub►r►ided under Y 0.4 Vo. L)- Cyclic Wind Pressure Loading per FBC, TAS 203-94 0409.05) C . C'ALCUZ.ATiONS along with nrarloedup drawvings and installation diagram ofall PGT Industries. Inc. 8_ Vision Extrusions. Ltd_ Parts co 1 with PVC :AAMA 303-13_ complying L None - None - representative units listed below and tested to qualify Dow•sil 791 and Dowsil 983 silicones. (Sub»itted under (1A.Vo. 15-0 f09.01) prepared by Fenestration Testing Laboratory. Inc.. Test Reports No-: 9. PVC-AANLA 303-13. Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior D. QU ALITV ASSU KANCE FTL-7897, PGT PW5520 PVC Fixed Window;' (unit 6 in proposal). dated 09;03,14 Profiles for Vision Extrusions. Ltd.-VEX-1 by AAKk Fenestration Exterior Profile 1. N iami-Dade Department of Regulatory and Economic Resources (RER). FTL-20-2107.1. PGT SGD780 Alt minuni Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program, 2107.2, PGT C: �.740 Alum Outtswving Ca.senient Windoww (unit 8 in proposal) FTL-20- 10_ Notice of Acceptance No. 18-1217.14 issued to Entergi Fenestration Solution. USA. Inc. for E. 1L-kTERLAL CERTIFICATIONS 2107.3. PGT PW7620 4, Aluminum m Fixed Window (unit 9 in Proposal) and FTL-20-2107.4. their --Tan 3040 .0 light shade (non-White) White Rigid PVC Exterior Extrusions for 1. Notice of Acceptance No" 19-0305.02 issued to Kuraray America, Inc. for their PGT PW7620A Aluminum . Fixed Window (unit 10 in proposal) dated 07,43 � 20. all signed Windows and Doors'•, expiring on 0104,211. "Trosifol l Ultraclear, Clear, and Color PA'B Glass Interlavers '- expiring on 07,08, 24. and sealed by Idalmis Ortega. P.E_ 1.1_ Notice of Acceptance No. 1"122.02 issued to Energi Fenestration Solution, USA. Inc. for 2_ Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. for their their series 117hite Rigid PVC Exterior Extrusions for Windows and Doors'. expiring on "Senfi-vGlast (.Clear and R7rite) Glass Intertavers"_ expiring on 07 �04.'23. C. CALCULATIONS 0?,�?8°?3 mi 3- Notice of Acceptance No_ 18-1106.10 issued to Vision Extrusions Lted for their' -Brown 1. Anchor verification calculations and structural analysis. complying with FBC 7tk 12. Notice of Acceptance No. 26-0203.03 issued to Energi Fenestration Solution_ USA_ Inc. for Crated (Painted or Laminated) White Rigid PVC" Exterior Extrusions for Windows Edition (2020). dated 04 21210, prepared by manufacturer_ signed and sealed by their -Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors`-_ expiring on 09'30'24_ Anthonyl,-= Nliller, RE. Windows and Doors-'. expiring on 04116'25. 4- Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series 2. Glazing comrplies with AST-ME1300-04. -09. -12 and -16. " 3B 1000 Tan 202 and lighter shades (.N on -White) Rigid Cellular PVC: Exterior D. QUALITY ASSUR.-k_NCE F. STATEMENTS Extrusions foi- Windows and Doors--- expiring on 12.2921. Miami -Dade Department of Regulatory and Economic Resources (RER). 1. Statement letter of conformance to FBC 7a Edition (2020), dated 01,22'''0. issued by manufacturer, signed and sealed by Anthony Lynn Miller. P-E. F. STATE'_4IEN-TS E. M- ATERLAL CERTIFICATIONS 2. Statement letter of no financial interest and of independent- issued by manufacturer. dated 1_ Statement letter of conformance to FBC 7' Edition (2020), dated 02.'01_;21. issued by 1. Notice of Acceptance No.19-030-+.02 issued to Kuraray America, Inc. for their 04i 18.20. signed and sealed by Anthony I.Nmn Miller. P.E. manufacturersigned and sealed by Anthony Lynn lklilier. P.E. "Trosifotb U'ltraclear. Clear. and Color PVB Glass Interlay-ers". expiring on 3. Private Labelling Agreement document between PGT. dated 03 30.3'15 and signed by all 2_ Private Labeling Agreement dated 03'08.,21 between PGT Industries, Inc. and CGI OT08,24. involved parties Windows and Doors inc_. signed by Dean 14L Roark, P.E.. V.P. Engineering. on behalf of 2. Notice of :Acceptance No.17-0805.02 issued to Kuraray America. Inc. fortheir both companies_ "SentryGhst (C lear and 11llite) Glass Interlayel-s '. expiring can 07 04, 23. G. OTHERS 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their 1. This NOA revises NOA## 17-0420.06 (PVT ww ,CGI) and updates to FBC-2020 (7*Edition) G. OTHERS "Brown Coated (Fainted or Laminated) White Rigid PVC Exterior Extrusions expiring 04t21i21_ I. This NOA revises & renews NOA4' 20-0429.0- (PLAw CGI), expiring 04;1+216.. for Windows and Doors". expiring on 09 30,°24. 2. RER Test proposals #19-1155 dated 01;'10'20 approved by IshagI_ C'handa. P_E. expiring 2. The argent associated PLA CGI file #21-0205,01, expiring 04i14� 26. 4. Notice of Acceptance No. 18-1106. 11 issued to Vision Extrusions Limited for their 04114r' I . series "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors--. expiring on 12,'29r°21. � Ishaq L Cbands. P.E. 4 I:liaq I. C`loanda, P.E. Ishaq I. C'6and2. P.E. Product Control Unit Supenisor Product Control Unit Suptn- or Product Control Unit Supervisor NOA No. 21-020a.03 NOA No. 21-0205.03 NOA No. 21-0205.03 Expiration Date: April 14.2026 Expiratioa Date: April 14.2016 Expiration Date: "114,2026 Approval Date- Nfarch25 2021 Approval Darte;Starch 25,Nil Approval Date: iisrch 2. , 2021 E -5 E -6 E 4 March 6, 2023 A� W V/ U (3)CL Q O _0 O .� cu U - to � a) Cn CU p > .- -0 E O H- -0 .- Cl) Q Q z z W J L� E _ co 0 > i 0- O Q O i �-� U co m O i w (V Z Z Z Q J SHEET N0. P�A 1. 4 N to C6 U MIAMI•DIADE MiAMI-DADE COUNTY a) OL iZ Q O • PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC O CL L co -0 a DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) H805 SW 26 Street., Room 208 C -� -1-- CD BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED %W 0 - -cu in NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 O -0 UO OL Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS C a_ Seffner, Florida 33584 I. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Drawing No. FD4612, titled ' Precas•t and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of -a LO CU -0-4 prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " U) O CU O > SCOPE: "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables" sheets I through 3 of 3, prepared by-- LT4612, titled Cast -Crete 4 ", 6 & 12 "Lintel Safe Load Tables",sheets 1 Lintel Safe Load Tables",sheets 1 through 3 of 3, last revision dated 06/12/14, all _0 E O O i � i W This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 2D03 both g p through 3 0 3, prepared b Craig Parrino, P. dated March 24, 2003, last g f p p y g prepared, signed and sealed b Craig Parrino, P. on 08/19/14. p p y g � 2) � l_ The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on _O 1E � 1= U) Q Section to be used in Miami Dade Countyand other areas where allowed b the Authority Having Jurisdiction y y g B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4", 6" & 12 " Precast Concrete Lintels Filled and B. TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed crud 1. None. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236,on, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Manion, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P. E., signed and seated by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f p g p p y g E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane P PP g P y g ty Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual,for Cast -Crete Machine Made Precast Lintels revised on May 1. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig b Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" prepared y g g 2002. 1. Letter om Cast -Crete Corporation, dated February 03, 2012, signed and sealed p t7' g Parrino, P. certifyingcom liance with the Florida Building Code, 2014 Edition. p g Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual or Prestressed Products dated 2002. Q �' y f by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1 Alone B. TESTS "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. County logo. Craig Parrino, P.E., dated March 24, 2003, last revision dared March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. mi any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E4 and r� E-5 as well as approval document mentioned above. _ elmy A. Makar, P.E., M.S. ^ elmy A. Makar, P.E., M.S. G elmy A. Makar, P.E., M.S. N o ;., The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor N c= W l�`y ;'1 f � .,r NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 N Q � o MlAM ®urm !7 1'� Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 = co N o� fLp )2-0t�G Approval Date: 08/20/2020 f Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 G: y o a / Pagel E-1 E-2 E-3 N 41 Oco CV Y 3 = � os = +- 1.3 3 3 eo L co U y CC _L ? N a � C ;7 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS U) 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS W 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS ♦--r 1. Alone. 1. None. Q� C_ F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z (n Crete USA, Inc.. dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. ICU8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120. signed & sealed by Craig Parrino, P.E. p 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 0_LT4612, titled "Cast -Crete 4", 6 " & 12" Lintel Safe Load Tables", sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last L revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019. =3 B. TESTS 0 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE +� U M co 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS Q 1. None. F. OTHER L 1. Article of Conversion for a name change. O ICU w � C>fiellmy A. Makar, P.E., M.S. �Helmy A. Makar, P.E., M.S. Z CD Product Control Section Supervisor Product Control Section Supervisor J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 J E-4 E-5 a SHEET NO. March 6, 2023 PIA 1 0 - - ­ __ IL __ T_ - I I I /T1 — _TE _LC0 iN\c . TILLIT TESTING & ENGINEERING COMPANY - __ WATTRIZ A. -nLLrr. JR.: F.E ___ _ . nitew@ELLTI ILPE,L-�I,, �147 1IL C I U­ N,. IXTPI,,�19 PRODUCT EVALUATION REPORT REPORT II 204720.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT $11,1121-CATEG011 Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global P oteclion Produgla, LLQ 4800 S.W. 5 1 Street Davie, Florida33314 1. PURPOSE OF -EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Ril Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Professfortal Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for Compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRMCTISALUATLON DOCUMEN - 7 (P.E.D.In Drawing No. 20-1176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tifterco, Inc,: signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part oVPIs Evaluation Report. Soil' A '"I N,,,1'-,TLR - r/01, I, !;IZ,0; ........ / V - V . ^ *--' . "'LLCEN 'I- 'r; I P ­­­06- -_­li .1 V -ye ,..:.p t .- - � ­ f _- ---.,- - - N '. S - . 0, 44167 ", = , L,��, �= *' �,,, --�-,.Z_r : _* :*1 _,� ­ : Z . ________W!� . 1_� � I S0,�-. At 0�, .......'_ J ,,, e .. OP. 1 <61� I�.' �q ... __­- INN' ' I , MCI 33166 - Phone: (305) 871-1530 - 151*49 1 6355 N.W 36th Street, Suite 305, Miami S/1 "I'll . . . . . . '. 111HIm"O, . RRODIX.1-12NIALLfATION MPORT No. 204Y7213,011 2 2.2. TIES REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-560 dated 08/09/1996, #96-570 dated 0911811996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports# 2032 dated 0411611998 and # 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E_ Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc.. dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2."TRUCTURALL ENGINEERING CALCULATLM, On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11 I'll and 03112/15, signed and sealed by Walter A. Tillit, Jr., P E. 3. MISSILE IMPACT RESISTANCE. Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol, 4. WIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas Indicated on sheets 8,10,14,15. 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176, Maximum Anchor Spacing shall be as indicated on sheets 8, 9I 1 0, I 1, 14, 15, 17, 18. 19, 20 25 and 20 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, 5� INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document (RE.D.), drawing No. 20-176. . __N I,6�- I .... I . 'I c/ I'll I , .. _- � - �,,O:,k!., - - * �%P, E N Sj %'? I--. �� , , I - __T7�---�- -1 __':Nt.--441 67 . '. ­ 4_ ­ I - � - - :* -11-­�,4�,-.,;Affi�,,_ * : - .�, Z - :0- - - � Ir � �3. STATE OF I. k; . ,- r 10,1"O�r,`... I 0 Ri0`..'*N0',J , 11I ",,C';�i&� � �;�Ns',,�,,.'111 . ,. GENERA NOTII e3) T, LASE THAI PRE�AS7 STONE. 04 FRECAST �VNCACL PAN"S S7� X.C" ,� WC.,00, ef.'Alto, R 1C,JSU Ori I", OAS JXIR 2� �XISTING WALL ANCHOR', SNA, L At LONG CNI3;10. TO ALAI �, IM .AL1 SIRUCTLTA- BEHIND SUCH PANELS I STORM PANEL SHOWN ON 1.15 MOULICT EVALUATOR DOL.D.ENI 'PEI) IAS SEEN IELI;11, '-,A r-O-I.-It 'I AN-ORAGE SMALL BE 125 VEKTICIlED N F, 1) ANC IN N2) ALCOADIIINCE WIr. TME 20213 Pit, EOMI OF 11E FLORIDA BUIIDINI, 'OOE ,,, %-F.-LISTIh�'L WWI) JVI 5PLCrX 'FE!'n- . ais D.:5__MN_ DESIGN MNO LOADS SMALL BE OE1tPMiVfr1 AS PER SECTION WOOF THE ABOVE MENT.104I �OCC, - 1/4'*IrTARGOO, krCIFOAS. A%ITMAVJtXT,REU BY ,-W 8O,VE1 INC ,OR A WIND SPEED AS RECTUREQ by THE LVILILSINCT"LON WHERE MESIL StILrMRS ftt BE INSITALL-EL, ANO - 'I 4 _ , PANCLIALTE "ok"AL ) AA:' PANCLUATT PLU" Mr.�W, AS MAVLLAAL�P.IPEV Eir EI�G CONSTITI PRODILrI$ FOR A [IFIRECTIONAIM FACIOR Kd-055 USING AS([ 7-16 AND S", NUT EXCtFQ IMF MAXIMUM �ASO) - i/-'- LAC SCqM PER NO.S, XStLN PRESSURE RATINGS INDICATTO ON SHIFTS 7 THRU 12 14 iL, 16, 19 III 20 - 7/16-- - 5/8* WOOD SUSKINC. A!S OiSIRIFILITEV ITY Ail F,'XN' SL�RVW SOLT IF SPEDIAL"r CO IN ORDER TO VDRr`Y THE ASI CONDIT". ,rPNLAFk DES4C,N VVID, LOADS urtmYrNED, PER ASCE 7-TE r -� MINIMUM THREADED PEALI-RA11OR iNF`J *OOD ILI 7APCCR AILCHORS S� BE 1 112� ARD, 2' rno FtCO PATTI PLUS IQ SMALL BE FIRST REMCCO ASO DiSICN WIND LOADS Elf M,I-_;I,'k`IiNO THEM By 06 IN ORDER III AND PANUMALF IFAIALF .5 COMPARE TI W/ IIAX IASO) ASION PQFSSURf PATtNO-, .DrAI �_ SKETS , �.RU ,�L. ��, Is, ,I-, �9 & 20 r .11 .INLMUM, IHR ED P!NCTRATION Or LAO SUIT. Wrl T�E .OICS FRAME LI SMAI SF 1,12' NU 1-FACED . - t - OWARia IN ORDER 70 WITIFY THAI M-OR!L CN THIS P E 0 AS It, ED WERE Nor �N" ,,TKSSUL. A 33M I ,11 FEVETRA .1`!ANrTFZL STUCCO S-_ OF �O.S'OfTIED IS 1AAI Ol THE WQI,SE� IM.EACIED P_�Et-llr� ST _SS ICA WHE VLAOS WAS NOT JSCQ IN THEIR ANALYSIS CASTTHERS- SPACNC rO WOOD 400 SEEN 3FIFITYMFO ;N ACTOPIANICIF Wt. FID� 20'8 C. 3� MKIIALLIV EDGE �IIVANCI � UM, SCIEWS. INTO NI 5-1 BE AS NWATE, 11 THI' 3RAWIND STORM PANICS ADEDULCI FOR WACT �V MN', PCSfS`iAhC[ HAS BEEN VERIFIED IN ACCORDANCE Vt. -�ECTION 16�r Oi THE AS,W UFNTIICNM CODE AS PER HURRICANE 17NGNEM11I A TESTING INC REPORTS 96-0 96 570 a 95-T30 ANP C 4) WHIM- PENEIP,.71C. t�F *I HISMIN,; 5NA,, OF 5/k" 1,4' 0-2U SCREWS USED Sr- K t '14" �Oilr, NII IFTNESINIt"'ON TtSIING LAS .c W�`S 12032 III 0212t . AII PROTOCOLS 'AS 201 'AS-207 -0 'AS-211 SHILUID S:LC-C, EXIST AALI " LIMIJUN, r�,- VAFI.� .TI. NO SJUI AS WELL A!L AMERICAN Ff�it LAO D� SUUfM FLOPIDA RFPO�. 0021501-09, AIL P� !A5 201 1AS 20; AND ' S) �h CASE THAT �PAECASI ST, . OR PREC-* CONCRr7.F 1ANE,S. STUCCol OR .�U BQAACS BE FOI.N11 ON THU L.1$11� TAS 202 SN,HDAROS , WALL, .--,-OAS SMA­ BE L EFIVIUCH 7C RFACL '�! QLAN 11--rU-17 BC�ND SUCH -ANI � ALL k-JrUiNI "TPUSIONS 'O SIC 6063-T6 ALIOI AND TItMPER FUN,ESS CNVRWI�t NQIFED) SEE -Cr " ANC.OPICE SMALL I* -S .F11,F)INEC 11 C I I C 2, & � .� I. ALL ALIIM!NUM STIFF1 UFTAL USED AT. ­)�,IRES `L-ALL HAVE 11O5-114 ALL— ttl) ANT:.O_ S�_ SIC NE1ALTn IOUI .., 11 TINk RE C"Nill' ILDTION-1 -0 SPE,IFICAI.JNS OF I.E ANCNOI ­LFK7IP--R A ALL S`r`ELL 51I� MCI& PANELS ­k MAVE _�-PliICToRAL QUALP'I S­TEL A5TrI A-W CAADL Se MNMUU ,, - �C �1- _IZED 'STLEE, CE54NLAtION *��. re _' R,I 'AFTER AD, LL�; 'i PAI - ALSO BE INSTALLED �ORIIIUXLI FO�S.­, INSTALLATIO, DETAILS IONIC- ON SECION I TKIRTI 1,1 SMECIS . ­O'Y� U) iXCF� - NEADERST&'.1 SMALL NOI Of UIIEP ESS 57F S ALL SCREIr5 TO SIFF 1L 304 �R IIII All� SER-ES CR CCRIAI RE�STAN` OWED CA,II STILL' AS, PER R 11 5-1 BE I-E PCSPONSID�-, C`F ,HE ,�ONIAAI to- 10 VERli� THE SLIONDNESS OF THE SMVI�URE "RE SHUCTER IS TO BC 0. ,500 1 13 . , �:.TAIN 4. PH & SILA, W/ 1: DWJA SOIL b4NI, ,� , SIC �il) "fI`lGTP ANC 9C, 4,, TENSILE STACK - �CAIPLI � ATTACHED T(, NSURE �OPCA ARC�HORAGE 714rS, i�HPTER SHALL -ft, RE ALACHED TO CCNCAEK BLD%K OR WOOD MANI sic W,NK , 2­ .3 A FA,kr-Nros 6 WxTS 10 BE ASIM ­30? (AvANIZED -,�'[I, CA LLSI $0. ,M3S S7API,t��S SIFF! .I. A. ". .11'.11W 'CLI, STRENGTH I G EACH REGULAR POR. PANl! .71I LPIGIHS OVER 8 -F I­IIQCUI� I� �_. .5 P" SECTIONS 1. 13. 9 & 10 AND ALTERNATIES 8. ' AWTORS TO WALL S�-IAFA BE kS 101,DWS 9* &�I" UN :;HE, S � N A 11 ATESPECTiVEL' SOA,1 -VE I _EORLE AND READILY VISIBLE MARKIN' LNUTRUt'InI OWNER OR I IFNAN To 3ECO`W7_1LS MIM Al'I'LiCABILL' REINFORCEMENT Cli-AING PERIOD' Of MUFAI,CAI WARNING (A) IQ L)(ISTIK INIVILTEDS-OKITETI 11 41L NSrAJLADQN CI)NTFFKF� IS IC SLAU/1AUV 4,I SIFI17FA �I)II4f`OiNENT EUGES WHICH REUA,N IN CONTINUI ffll� LONIAC' - I " � TAFCON ANCHOR, .S MANTUFACIUkE S, IT* Ol,ilrl, IN( (O., 1­3IF2 ­j TIC BU!LCi.C. TC, P16-1frT WIND/turN KILTRISLI � : - - :/44 - 7/0' i"-I" AHN, ,,OR',� AS MAND -y"""' S' D"I INC (MIN �", -Y�W R ,. �, 0 I 1/4' STILIC-SIT7 ANI AS DISUTAIAH"VIED EFT ALL I'LW �CRIW. RILI &I SPFCIAI CC, I 2 �TCPM PA"LL LINSTALL.kTILIN SMAL, CLAI WP­I4 SPIECS INLRA'Ii!) IS II'S DRASTIC PLVS A- eUILD1.1 LIND ZDNIIC RIGULAT;-S I- I ­ VCET A .., ) "RUIPAD gy THE jURSDICTION WHERE IVIAIT 'S APPLIED TO - ftII FANUMALT ft"i O 4, LWIMA'i POIS ANCHORS, AS MAIIIVVACTURED P', OLLO C��'_�'Ik�­,N �AODI�TTS 11 (.1 IIHIS PPOOD11 CII-TION, DDI71.1EN7 (LF I, I PRE-ARIEt- &I 1,IIS U,IC�111N ,� GENERIC AND XF, 'o - 'ROVI'l INIOR-11CIN !­31,1C P.t) I - .. - �iI -UIIILI'�01-� ,IMN fLV A SITE ­11I .. V.E.E III( IIIE I'LEYPLIT "40. THE 'E� - /4'0 �r IAP­_A4P M<NCIIIIS AS -111�t'IFILD III k,,­k" (ORPORAtLIIN (­M�10 p,�) ITT �ONIWT A In BE REWDI FDA iHF 5k�F'TIOlI F"FPCHASE AND LWALLA*ION INIC�LONO -IFE SAI CC 1-15 PROCuLT A ') -MUM'ELACLEUMENT o, ,-C �MI INIO PI I,C�.C._TC IMALL BE ,1/4' �' II,.R .Alti-tf 11"J B-Y'-C OrIDI"HIS PF� -Cl[II; 1EISIF OCL.S �)l UrVATY MO. II �CNOLTI DEII ON T�_ r" ­ufIRI , �O AND ANUSILAL7 PLUS INC I ,,,,- L,A r, T--,A,p �­S CON7RUCT�l WEI .-, 5117 ��, THE -O,,IRACMR 5 RE'S1,,NS1S,j 11 A�" C&K-Jil & SiX,V-SC, AKM(),4� SI�L RE EMBEDDED 7/8' NTC� '.f POLFIrt, CONCRI-11F NO LUKIL,IINENI INTO It' Ml� P-OU" DA_OA1�rAl O(ILUMEN' ,NlIt S1 �'LRSL](Nft TNIAULI �F WZC�ntll S`L. CO 5Hk- BE PtAUTT"D 1/4' 0-20 SCREWS USED SMI BE 1 1,12' LUNC M-UM SI,0-110 ST11-CO firils- W, " MNIUJM F R WALLS III NIL STIJ�Ctl ML. ul� RF ILADEU SCRFLFS OR AL,; F-EK,EZ) SCREWS */Q OFAU Idi SITIL ILPC�.Jl� MU_rEL1S SHAIL ef FFLPARE, 9Y A F-ORTILLA AECIS7EREO ENGNI 0. AI: -CH WIL. EIEI�ALE 114 RU7 WITHI LIANC, Nin"S END NEER or aECOW E 0 R ; ,,,p TRE _OjEC, ARO ..,,C W. . at AE,pDSSSLE FDA IRS ' P=TER USE 0: THE PEP ENGINEER OF REC,IPD, ACIIW� A-, A FFEIEGATEO ENG'I I IN, A 3; N CA,f II PRECAST 57i,�L. PAF�A.�_-T co?,cwq Pmi_S PAYCRI SIUCrP OR AULD BOARDS BE ,'UNI, frR ­ I E 0 �"EER, SMALL SI I� T.1 , WF1 7H1 ITS �Pl, 4X DALAVTN�S FOR RFV11 EMSI-W, WALL OR FI-COR. AW. 'C�AS S-L, BE , 01,(� INCLIGH TI^I ATA­�. 7�[ - 3TFI BEFINO S-Y-H ,ANEL5 AKMORACF SMALL � Bf AS %'EtriTEO IN A I � AHD IN A 2) III. I HIS -E D LIU,L, REAR -HE WE AND OFIGNAL ,TAL ANT, SI�AIIRF OIF THIL PRCFE16TDNA_- (T�INEER PF PECCLACL 'IW PRUPARED -T I61 Tol L!I CONI v_0Qr. W&L--.51Y .I-99 " - 1/4' 0 1APCIONI ANCHORS AS MAIIUTA�IUNEO bl I I - BUILMI, W 4 S-UTrER MANQlACrJQlA`S LA&L SM­ RE ,,ir,A'EO ON A READ" � ­- FILE tOCATIDN AT STORM PANI-L SHUFTUT IN AC(Ol'(DANCE *TN SEC�PON I 7DI V 3 nt FLORIDA SU"r"40 CODE ME LABEL C`OK Dw - 0- I I I -- ANI 11 -ATAL"ACIIIPIT, F-I DEWALT INC IVIN I ­Iboo - ! PLACED , I , � , - SMAIL RE FJR EVERY C-PLIThU FASI7, 1W, TT, CLOLI . M SEZTIQ� I 709 ; 2 - ".�" I, �*. %C,D_S� "CHOPS, AS C,STSOUI By .1 PLKN ;fPE.. Ef011 & S.ICALTI 'O ILLI 9OLDiANI CODE JOIN I _ "DO P I, , � I En - J14-10 PANE,"If FELANJ cL AND -FLUAT- PLUS ArICIII014, K, ­)W�.RED T, k�_C(I CONsf11,,1.�,ON a[ Fl7F I MOOD, IS �.IN I �, �071 p I . I 0 "%1,06NIHN TATE FL;Z0A I 1 1. . C; 'AF-CAP AWIlDRS, .S MANUI.IIJAJP J3, TNII-TASI IORPORATIUA ,o,l _��_ III, A. 714�1%1�,�, K .. I - .;.... �� 11 r" * �, � , I I , FLORIDA BUILDING CODE (High Velocity Hurricane Zomt) 5 ,I MINIMIN, EMBECILUENT .I I.PCON _C,r,R1,. F,C,l Pmr,lLATES AND ,,r rAP-rRIP AN,7MCR P,rr. I,,, .-, F' - -2, 4* C - 6­1 I'll INAI BE I "I.- Z, . -, . . I .. � - 'I' _- 1 T�� . . �_ I "E. - I .' S 20 GAGE GALY NZED MEL STORM PANEL I 11 : A ' I'M --- , No, 4 1 iLS� 1�1 IN Lit SOLID-S - ANCHORS SHN-I BE IMNE-DICIE2 �/S' INTO -E CONCRETE R,DOli I- NO CMBrsrl" 67 i = --- ___ __7_._ - . = I - __ � � --- INTO STUCCC totALL BE PFRIL"AD 14' 0-20 SCPLWS. USED SIIAL!, PC ' 1 '2- LOnF .IIIIN1. ­rDUA elkI . - I 1. . " __ ----O,. - - �'___+__­i_ - — GLOBAL PROTECTION P I I" 1/n/n I RODUCTS, LLC,1 11LTE I .S', ":) " M"P.U. ,OR INAL IL * T� N, . JCC� , C O.II � � ILATC " S .p-. SIAT OF �_z 11 - TLUT - . ENFRINEETINNIc � I - 1* " .11, , gr �__ *� , lkI '-* "IOR �/ _-_�_-'- ON A ,!�r�.l � I.. I , 1. I_)__r,­ I 20-t7fi -i �C', .- 111iI__.:1.7�1IM *Z_i__­_­. , I - .-Ill I - . [ - I - I W.. - I - "",�S/6� L. IF I. .. " ' `tI,�i I R, - I", IL , I.. , .N, . �� -�_ 1 - I EII ]EVALUATION RYTOW1 -NIO, 20-8722.01 3 6. MATERIAL CHARACTERISTICS AND S ECIFICATIONSO Shall be strictly in accordance with General Notes d Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS _QFAIll- 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thrut 14, indicated on Sheet 1 of 26, as well as General Notes At 1 thru 4 and I 1 thru I 6, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tillaco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillft, Jr., P.E. (Florida License No. 44167), President of Tillisoo, Inc. (Florida CA-0006719). "'I fill d ,,% �k - I ,;!`� �X. I .. . . . . . . . . ..... . . . . . . . E I . . . - Z .. *. . Z 1 ____:7_-_ Z ` - Np 4 1 . - __ _____3=!!n__1�_1 I = - I � __1 1-1- -----,* .. III � 'ItIII�' - , �0 --*-:�-. STATE OF I.,' I -?y:. # . I *,P,-. ,'4ORIN) * A * I I -,, e-.� .."', 0, ip I - ,,, . S/" � I . 111141, " A`E.%l% , I01, , YVI D 'L TILTECO ADMON RECORDS I P. E. REPORT 20 k GLOBAL PROTECTION PRODUCTS, LLc) 20 GAGE GALVANIZED STEEL STORM PANELl CIRTAG6220-178 � REPORT 9 ZM728.01 - - " :Tr:C0 IN /tlt TILLIT TESTING & ENGINEERING COMPANY WALURA. 17ILLIT, M. P.E. liftewAulol.com AT I,,, � TLr T,LPIOIKN� 44vt' - A 1­ �, j-]06119 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protedlon Products_LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION, This is a Product Evaluation Report issued by Walter A. Tillit Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method ID of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been vedfied for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1-. PRQDUCT ATION DOCUMENT I- -�D,): Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANIEII sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07127/2020. This drawing is an intego%ft "Isip',16 Evaluation Report. . ?,A.. lIZZ", �,,, ly- ,\,'--­­-,...�� ", -,I, � III�-" \r.ENS .. - , �p --- - V '4� , " - , .. - - 1. -.,;z -& �, - -- 'I S_ - --" - --f . '. = - .- - & 4­4167 z " , -7�1 Z _,!r4A�,_. - * .: * 1 . I I ��'- STATE OF .2rc Z I li'_ . "� 1� , k 0�.--, `� on 0, ..., , e . ,� -,t " e I ... \ 11 - i, - 6155 NX 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871 *��... A I I 0, Al,_t' 1 "W-1531 "INNOtillik ,,�, COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2K,l", - 15 195' (TOTAL YAOTH) - - 15 196' JTOTA, WOPI - - 12 500, WrEclw WIDTH) - . - 6 '/. . - - - 6 250' - � - I S�O' - -1 3-D* - - ­�,- - , �W, , W. . I I I - - - I , - RKI F_ , , ,,,,, I ,- I � , I` -+--N , \ /. Z. -, � . - /_ --',t. '�D- - , F I - 1 3w, - , . - - - ; ��; - 1­11r, ,- 1.350' - , " , DOW - TATOI . ONLIAIIIIED 11111 . -:--'\ '� ' .- /I I.. / '5A MIN TACI, \ 2 657* / 14EMMED � ,4 I- I/ I ,� 2.857 4 . .XV_.6111.3.1�/ I..ED G-W rJIV , : ME..", - " 2 000. '�D-- .� TYP , / . ST", - *% ASTU L-653 L / I EDGE 1 T - , a-, - �, , 4-, oc � HEMMET, TIP 1�1. EDCE 1� - / I . EDGE .AADE . �- \ -, , G-50 CAL� \ , / OCTAIL A-2 1, EDGE ­t_�ICEAUL DCTAL AJ N., / I 1_��IL A I - - - - - . , - - ,,,/ 1, , / � .A.87 I - - \__ , '�_7;��__T 1 -!.W- -J I . A - I ". - � �,_�/ " IF ! L - 6.250' - I T 9DRIIIII-EAN" (9k END SWRM PANEL 2 167* - 11 � - I I .� - " W , ­ . - , _1 �, . "MIG S INO LIP � - � So . 0. I , lif i - . ! ,Do- 2 !87' 12n, � 1/4'.-20. 22i: . ./ 'doun, V" ,�_ I . I I ,Do. - 250' `­ %� � - - - ,-: - �1.ftAS 30, � - "a' - 1. I - - _� � It 0 ". I : I I _ --.,�`-�- I _' -125 IS VU0 AVFTFD 55. STUO R.CTUD To I I ) a * to ANO" 0 "Na " 0 I o� -1 - "_ , 1� �`,Z� - - p � , � - .W , I I - , - to CS* I ­Twi �,,� I '. 3�375' I I - - '_ - I 19, -i I . I 1 I 093' 'I ,_ I j 1 2 125- ""' , i L 1 I/'- 0C I; ,/,' I 2 I . C ' WT Soc, I __`2 � 500 T. ­1 - I . I - tSEEL SEE ,�� , , . � I 'I----- �.? 0250' ____ -_ - -1 - F 1?`!, I ". DS �:i �_ I I I )IF a 1�375, 939' 39' SEE 9 I DI I OCTAL 1 1`25'r 1 1 A I 1254 I , �, HEMWC� I . I 11 � I Lt. a 1� 375� 1 I 1 I "Lt-j� , I " , , . . '' 175 . I I I I I � , I � , -,A I 11 ". L � I - - --- -ir� - � S, M., - - I SOO* - I - 1M.- ISOMETRIC DETAIL (3) ".�, f A I S. 2I(IIIt1 /;0 ,, VIEW / DI - ROUNOLD CORNER 0 ENDS OF PANEL'S n0vot - 2.000' - END LIP W/ 4EMMED EXE (,2-) 'll (�) ANGLE ANGLE WITH STUD ANGLE WITH (N HEADE T S) 4� # REVERSE STUQ - - - I . .A"$ I %X DV -=-- f I ,/,, . 2". T 0 344' , " , - - TOP EDGE D, PANEL. 374* I as.:-. 096' 374' OB,,. ,88'_ -_ - �10' - M� . I I 11 I ,., , '. [ F� 11 40 DO .�!S-"" I',' 1 I I 1i r I L 3 1, -3-,. . r-N I I I ; I I - ' 1711 'KI vo, 6,6 , . I I I I 67, , - . 1 :tl Fr, 125' . v.,.-m W. SE-S 51,00 'o ", I � 0 12 1/2" OC I I �190' t _(___Ir I i ; _ _ R ' " ,3. RD62* , 67 '. I " . �" I . i - f--, 4K'D'-LCC�At'LPF - - � � L).' II � � 093' I �,�, 1! .. t �* "I 750- AT EVIL. PANEL CNC`UAP �957' . 1 . .! ". i . I --R,175' : ow- I I I I - OdIt I - , . i2l . : " - 2DO0* - DI - - �TYR) 7,000' i (�) KEY HOLE WASHER - - - 06, _____ : , - - .-,.- - - _ (�) "ll TRACK ANGLE (4 3ZB" 'r TRACK (7) FLAT PLATED I- 0 036' (­ ) -.-- .4 ­ I GALVANLIED STEEL . , /--)- 1_ , - ' .�,I I � ",41140.046IAI " TQN " 10. - , VATH STUD ,I, I,- - -i L , � - Y., , N �W-4 A.- ' " - - � , �,I ') I ,I,,. � L 1 *`T. 1 . , I, - ,I" I I ­38 . � - 17 1 1. I � 1 - , � I " I � , - - I . I ; - . I - 1 No. 441 67 1 171' 1 j,,�oe 1 I - I t\is :: :*i Z 1IF: * : r FLORIDA BUILDING CODE (High Velocity Nut Icane Zone), I I _ 250 - PLUS' .� . 7,0AMC: NICKEL 12 " -- -- llii75' PLATED *N` NUT - .CFF. IDGE OF PANEL a .. STATE OF ..Q�t I 1$%, 11,; 4 I ,- �_ Fir- - 11 20 GAGE GALVANIZED STEEL STORM PANEL O""""' S" I I * KEY HOLE it. ..... ,.O.,. .. 11 . . �. - 2,000' - iAamlk. 11 AT PANE . . . . . . . "I *­ - __ � - - _� I ". I % 11 ; 11LIECOm. \ 07/20/timur 1GLOBAL PROTECTION PRODUCTS. Ul CAM "X /4* SHl , . . . 11 � r S . 51 STNEET (1) 2"X7 1 ALUMINUM ANGLE AlTERNITNIE11. ISE .NO NA .I �ICAOUPI WASHER W/ ADDITTORN. - , 1'�,,: .-" I I VA ," I --- "U."' "E"TRAD A -. n .11. ­. - e- - Z%. 20-176 � =*rT.1l , I'Mile-75. `A` ")W_`,"F` . 7/a...3/ 2' WASHES (STAINLESS ' � . u,,0_­._ ami c*_ caw 'I !____ — - � 2�'! ,� 0. NICKILL 1,AIED VITTI 01 9D.,,,L,oI,I,L,Kt/LiA,E -FICS I �`,Ulr - F.E 11 . I M izj , ,I, " I I L - I - . - . I rRoDVCfnIAt�L7AT]oNBJFP0RTNO. 20-9717, 2 22. TEST REPORTS Large missile impart load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTIM E-330. Test reports prepared byAmedcam Testing Lab of South Florida, Report# 0814.01-01 dated 03/11102 witnessed by William R. Mehner, P.E.. Boriz Moroz, PIE. and Henry Hattem, P.E. and Report No. 021 9.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1 600. 1.2 of the Florida Building Code. Test Report prepared by Amen,can Testing Lab of South Florida, Report No. 11 23.01 -10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, RE, as per ASTM E-B and Tensile Test as per QC Metallurgical Report No. 1 OKM-11 31 8, dated December 1, 201 0 signed and sealed by Jerry Jaciorfano, P.E. as per ASTM E-S. 21-31TRUCTURft.EENGINEEMING CALCULATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteoo, Inc., dated 12/1 8110 and 08127113 (for this revision), signed and sealed by Walter AU TIllit, Jr., RE, 3. MISSILE IMPACT REMSTANCE: Large missile Impact under section 1809.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 Of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thrul 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Pariel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. rop"0111111111HA, III ,�� A, r1,12 N" - ,� III I. I I... � , . ...,/ 4t � __ --- ,-.-' - :P % � , NA I. - I �� ;L�- _- I S - ,�� I __ - ' --:Z -7--_k,-,:44A67 -1. I I * , - I - - _7� __ . _141! .*. 1. __ 7 I,- *j . . — * I : I . , � S I. STATE OF .: ;. '. , 4Q�- Z ;N , 0, A, 1, 0,�,-- Atlov) .."+,sp 1;5s, e', - - - X,,- S .... I— li� ";&'Y10N A`_ K'50'% ZODD= EVALUATION R1fQR1ND_Jt4n= -3 S. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thrut 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and IS of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. C MATERIAL C-HARACIERI[STIGS AND-&PECIF 10 ACAT_ IIIII Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 1. LIKITATMOR"NID CO MMONS OF USE 7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Titerro, Inc. and signed and sealed by Waiter A. Tillit, Jr., RE. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tffllt, Jr., P.E. (Florida License No. 4416n President of Tifteco. Inc. (Florida CA-0006719). Qc�*�,._, - - I I - I I - ;"/, 'VI , � , , I:- V, 04_4,."�\CEII ,..:P I . .-'- V e ... 11 __��_ ­f -�`- �-441,157 '-; - . . -7, �, -4,%J,L:_ Tit :* - WATILL - - - D:� TILTECO ADMON RECORDS k P E. REPORT.20 k GLqUAL Pqo-q "' * , 4 , 1�1 p� S.� 4 C-ALVAMZEOS7EELS70RMPOkNELkDRWG#20-176N Pub, PCII) ..I , , K, REPORT# 20-0727it 50j-.. n 0 . I+t I " es ... .. � 0 "", S/0�10t%%110 '40I I liw, 1 1/4, 2/4, 3/4. 4/4, 5/5, 7/5. -1h,IW/10. 2W/10, 3W/10. 4W/10, +6/5 9'5W/10. 6W/11 & 7W/il - 3 MI ANCHORS FOR CONCRETE SEE 5CHEDOLE ON SHEETS 6 it 2 _3* � 1: MIN MIT WOOD SEE SECTIONS ON SHEETS 10 at ?I " Mev- -1 ____ - , __ _ 0 0 a ------- - 1. ­ I ­_ I I—— .- __ __________ - ____ _... --------- -) � - 0 f --------- T­ ........ .... I ... ­­ � -­ _: � - � -------- - ­ ! -- ­ -I . " I I I D.M.- (I.-,, (�)- (�) -1 @�,� � I , I . � I � . . 1 (�)103 .(�)1(4.06 ­7 7 _­T —, __I ,--- , - ­­_ � -- --- . - ­. - _____ I - I 1 � � � 1 I I I I I I ! � � ! ( I ! I � I � i : I i � i; � : I , I I I f � I I � I i . I i I 1 . i 1 6 1 I I L , I � I : . I I I I I I a ED � ! � I � . - . . I I . � I 6 . - - . . - - . . � - - � I - i . I ! � . I . I : It I I I .1 I k .� --- , , . I . . . . - � 6 1114� I � I � ­ . . 4 . I . I -1 ) I ,BilAir L - ;� . � I ,Vol I I �� - I I . i I,& BOLTED -ANLLS W1 1/4- 20.-' - - - : !� ! UNDULIEU OANULS ; 11 I � S.& M S SOFT W/ 7/8* . 3/1 - �, (SEE SECTIONS AS I I . I WINGNUTS 0 [A OVERLAP - I APPL ICA�U_) I � (SLE SECTIONS AS APPLICLABLE) � 6 � I I . I : I I - . � I � . . . I . - - - - I I - � I I � - ; 1 7 - , ! I I ! I I I : : . ED i I I I I I I i � I I I : � I . I � I i I I � � � ! I I I : I I � � I I i i L L : I I ; ' I I . k I I I I � I I ; I I I I D.M_�R-@-(�).+ 4 " , I , - �': 1: �­_ I - 10� I . , - L I __ . I - �t� , .11-a i _. :*: 0, ,* -I- I I . � (�)_ T I (�) -, (9 � (�)­", t . . - 1/4, 2/4. 3/4, 4/4, 5/5. 7/5, - 3' - - I .R ' ' I W/ I or 2w/ I 0. 3W/ I or 4w/ I O, +51ii SW/11 & 7W/11 + 6/5 1 ANCHORS FOR CONCRETE SITE SCHEDULE ON SHEE75 8 A 9 I - TOP WOOD SEE SECTIONS 04 SHEETS I 0 * I I - I LS 'J., & J4., ELEVATION N T.S 1/4- M- GAP 2 67' I (teS, DVEALAP .. W�01 .AuLy, I 1_J .. 11 - __ ---. - ­ - - __ --- - J_ � , I/-- .------ _ ___ __ . __ ____ .- - __ .- I/.. 1 "40 '"i VAX CUP -, I � ... t I � (D - III ... . I/ `. T FLORIDA BUILDING CODE (High V I It Hw,"',on! Zone) 14 . ,_ E -.T 'a '-- . 1. "' ,acn ,LFUILtI. elc " - : .. 7 S I GALVANIZED STEEL ST1;M ANIL : No 441 -. - CKLKI�N IS 3 * . . - * , III ­.. * i I r: -Xi _Ar____-t_�__ SECTION A- I Z � ' - \, I GLOBAL PROTE 1i C - , CTION PRODUCTS, LLC.1 '""ZT" / IILIECO..C� NIS Alt . 'm . --o'- S.p.. ,,, I \ - Nuor, naiiee . '.. ,,__ 0�,.-. ORL`0�.i��.-V_e;�,_ VM4, fl- - � ". ., , �,, X - . . ___ " ... NKOKE (W`M)QS­l`Ht, - t�)489­1 20-176 ',,� eq� ....... � -4 � I III -1 -_ I., I - - I CAN,- . -., I Ke ��,_ I - N IF ­­,,-,,,� rovc./�,_­ /_ "ALTEN . ftX . ,I 1 ­4 1 M I W F2111 I sain � . TIT . 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PARDLIALLIT IDIALE 0 1 i/.".I ,LL VI FOR RMM UFE WM AND E-Z " SUM PANEL 2M INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES n.wm New., 00.0" 111"ORS , . PANELLWE PLUS OR . S�� _:W """Z( *11.1t,'" I ARCMDRS FOR CON AFTE SEE SCHEDULE ON SRW 9 a 9I (SEE DOLE ON ;_'� I I - - _ (SEE V-11111I ON LICE SCREDULE ON "I'S=.OUGH OF - - ,..-- t' I P C CONCALETE ANDI'DWS - , . . S-ELTS 0 -let", 9) i;SCLETrIs . I \ : - I .. - � I- , I , OURED CONCRETE PWRED CONCRETE ON -RED CONCRETE FOR WOOD SFE "CrIONS ON SHEET 12 Out WMEZOLE � 2) \ �', , I __ �4 ,A OR CONCRVE BLOCK OR CONCRETE KOCK OR CCAI BLOCIT 3' ft. 2 57' 3' M" U) _ii.., � . 1 ',12* ; - . - - I ' - - a INVOI L _ � ----I -1 I I r -1 I - ­ coec"M _.ORS CONI ANCHOSE, - - - i "Al-'ry) DO."M AN;Nei , - E D ,_ , OCK"O.CrE ANCN,A"� I �� "We"O POUJWD % __ 1-1 ____ - - - Ai .9 SECURED CONCRIM "ACHOW; REOU"I REQUIRED I, U­ (M. 01~ - 11. 9. 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J t - � I � I , , , � LIL ; Le � �p I - - I I C.""ITIN; -01-ED I ; I I ­ � ; I Z I . - I I C , i . i EDSDI . ". lill : 4 I;iI E D I I I t�. , I I I : I box Wajurvo : I I : i- - 1 , - , -+--a U) - _ .0.1p?�4' 11 I F� ,I I nK I . \ I I ED � I , I I (44 III _/f , __ , - : Z7. �- ... i _.-, _ _� I E _- �L 1! � - Ir2z�- 1i � i ---I[ -- _­_- V 1 1 1 i I I I i I ) I OF 'L' - CD = 9 ! � '_ �3` 1 f— .". I : I I : COACAM REQUIRED I 11 - - : 1 1 4 1 6 LXM-.IKIC POURED : t : HIL�1.1 ;W r I � . I I � '%% . I I i I r , � x- - , Le - . I I : �4 F", -- - - - _KII`,__ , I . i _CZ. ED I ALAX �� I I - - __�� I . CONCRETE BLOCK I � I L I - . i I - J., � - - - I , � � 6 KOUPED. I � _,; � - - - LKK�III " ,� .. 11 - 1� � J, I � , - -1-iiiiiiiii,1110 I 11 I IF �= � � I I =,� 6 . � ! I t"J) A CONCRETE OR : I 1-0, I - I I I I LI, A I �`;`D : I . I 11 I � III � Y� _. - I., I'll irc ,,, I . I= i � � -, -_SN,- - I i - - "i , I : - � I I I -_ . � - 4 I- � ; I, 1i I I I I : I, : _J I i 4 1 , I i � � ". � I I _),� � . I : � /,- Fic I I V.- ! - I 1, I 0 1 : 1 5-1, -in IF/ I I . . . =3 M I - MENAININ 1 � "'i , , I I t I ; �J 4 i I I I 1. - : I CASE A IIPLAN) 1:1--ir — - - - I . I - i�t I I , ITT ,.,. - -1. � [ : D, � , i .1 I I I � I � > i %. ­�,-ry 4, 1 'r (D F ; I I Sa — .H .. LI .--. - � � I � I 1_____I,e AN Sent IF 11 I � — --- i I - I : ;=1110�. 1,�,,,,,­ I , = . [ ; " , - - el,"A"a" ­ I � =,F] � � I - I 6 . ; I I [ : ! � : � : .. IMUn, a : I "i : i SCALE 1/16-1* _� I I - - ; �, - ""B"' , I .- I R i I I U 1 . - .) I � � I f � 'in - I I vi I : i I � I I � iI .- -, : cV_ A 11 : I � _� "'. , l�l Tf I, ,I � 11 I ,1 L_ i I . -1 _� 1. ="" I I il I I � I _V`:K_ , .1 V ; I ; § : I 11 L : L . ! I I L - 11 . - , I 4 � . W I KIIID; 0 1 1 El I ,I - _I I- ! : r I r SCALE apc-,- � i 4 � 1 � � ; I i �, f � ; �, � I 11 !ft .rILDINTIF, Im' � =__1I Ii - � `.,GE� - I la� I -1 ; I - , � �� : 1 1 : � — � I I I, . I I _,"I 0, — - - I I + I y� r I I D L � I .� - , " , I i 1 50% ­ � I 11 1 6 1 1 � � — I . I I ; IF I'— I ­' — r. Y � tJU, . I : � � . � ; I . — ... I _. ".2, � " 11 '­" _61 _=1._X I I I I _� 6 I X I il, L I ; i 0 .L� _t� -" I7 , ",_ , — 11 � I I 1-1 , V 11 jI/4*­TOIl* � � ! I I I I L----" . III 0 1 . � I IT 1 _4"_ 1 - , =V.";('_­ , "' I i- I. . - 0a,", ./ . :11L - I i .1 ! : t � I eCKMM___ - - --- . i I 71VO , LI132' _ I � : i y � I Lin I y - - LIP 6 ;I/-.--,- -,. � 1 - 0_ : I I I t f, I - : I - - ii , I` I - W I i ! SV`N`A_ : It- F'I -I, , - I : 1 i�. . 0 i=zl . -1 . NUT e , � I I I I i ;, , O �_ I I CL : I : - I (i) I I , I ; "I 16- 1 i - I I 1 1 — ! I .1 - _11" I. . ,_ w - , - F i I I -1 I i 1 I I : , 5 ; 1. :1 ,KILLE'r 6 - 1)-* I II� I " NLT * � I 111111 I . i Pat , i I " ! :1/r. 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R(OU, I I --;I'- -= " L =S-- : sox 3' ..,, br.w..& ce. & ----4."11 WAM " VI,, 0 CONCREIr BLOCK I : . I CONCRETE OR I � I : I e "A' - , - f 1 1 I , I jl�'. L I , REQUIRED RED - __ �FA - . - I - 50% � t&;­: . - - :(- - �' : L . I L�: I 67/2- EATIFTIKI FVURM E D - I I I I - �_�..:, 1 O, 'L . ��"` I � ! -L, 1. - __ . * , 1 1 �` ;1, CONCTIVE. OR I ­ . I I 1. �w 4 I CD . I -;1- i:: I, - : I I I I I I or 9 r I : 0 - '. -, ,,O.CRM .0c. I ; EXSTINC POUACD -'ar. CASE D (PLAN) I 1 4 11 I VAJ, - - �ii. I "ISTING POURED V` - L 0 4A CASE C (PLAN) - (I ANCHORS FOR CONCRETE SEE SCHEDULE ON SMEV 9 =3 L� CONCPM . � _11"­1 lk"I I L� I/.�v t. til eFWW3 ut__­�& I I . ; I I SCALE 3/,E-,' SCALE 3/16-l' � 1. FOR WOOD SEE SECTIONS ON s.EET il - _', " I t CDA,C OR . ­` I - ; C -0 L- - . ­ ---- - - E D ,n,a SO, E 0 i gEGuLAR STORM W��'.4�& a rLEYATiou I ­1 _-�,_ FA .- I I .F. II/8`.IUVtr 6 � . [ , KOURED , ti,Ki,�,,N�K) I 1q, - ..al . , I. � I I C RVE &OC9 -i - - E D _ CORCSIM ANCHO'S , - IO.ORE � Z lill. I" 1011-11 - A ,A. - E, I . IOU, 12' cqg" � , I I I , - - I�Z4 Z_( . .�,.YII* I - VAD"IFTSED W/ S`UO im SCHMUE 0,,i _­` (SEE SCKEOUI ON ' , S. Tj 71' - L 'I -3/4' `SNQ .- --"- . .- aa - . i I Ir cc � : i 0 L E AvcHOItS L ,� ::� W /.-!, 41- RATI_ - - LL - (slE II Lim, ` - . - 0 .. Ft I I 4 -_ : I 1. -.I= INK- C:1f.1.:­_11 rs"4:12 , = SCHILI - tINCE-I a rw� 9) I SRI A Twe� 0) SNUE", a IHNI 9) CAL- ON PAIII = - W= . , SKIMS 8 THRI 9) CONCRIM . , - - RA _- - - III - -­0 4 F -, I I I ! FENNE 0 AND ANEUILATE CNDAS li, - - . I- I_E____ --a LE -i �:4 , I I -F�_ _--Z L I /-- II GAP " I � I L I PLOS OR OF ',AP -MP I I . 1 500" 1 2 67' Is" SCHEDULES oN (SIDE SCHEDULE ON 117-1 WALL - MOUNIING COILING MOUNT114G BUILD 1,6, MOUNTINC ALTERNI ILD OUT MOUNTING 51ICE'S 6 A, 9) WALL JOUI A SMICIS 8 TKROUGH SIT � c- t , � i . t�_,' ,'/. 1 le,4-0-20.3/4' S,S SOL 4 ______� I I (.in CVEF%,W.:- � WHILE _Irl) W 0- "I-M SECTION 3 SECTION 101gG !0-1111 BUILD Qui Mau I I . ____f­ _/__:��' � ' '_ 'L 1.0 ." MIT. W/ 7/9'.3/32' Wi C hlwl� - ­ - - . -L .- I - - - Lu_ � SCALE 3fB-l* SCAUE 3111I _ ....'r ,"t"i SEY,K_ I f _\ SECTION I I -2 - - I - � � ., 0 ,2 ,/2. TIC CONI A.ClOn 71� 111�\_J"­\__/1P\�/M\_/ __/'N� �� SCALE -Vs-,' SCALE 318-1- SCALE 318. " SCALE 3/8.1 - __ "'KI, ,- A ­ 0- (SEC SCHM." OR i , �I;� I ffiff TING I I I I E.D. - EDGE DISTANCE i � - - %ir__ - " I . ANCrM StAGGERED CORI it NKCNORS SNW 9) ,/-' � GAP IJ 0 a) I 0 EDGE OF EXISTING = - - ___1 � ISEI SIC.CIDDLE 04 . i. E.D. EDGE DISTANCE I ORENNING 0 NEW I' WIDE I VARIES K 1/6' ( 1.6 I ./ STUD (SOL �� ON SHEET, 0) -SEE SCHEDULE ON STUCCO/ TMI k kVM TUE SOk 1* . SEE SCHEOULE ON I C1 I LAN) Wrl 1) POURED col'Sim ce SECTION A -A (Typ.) Cn : I - � ( SO'CrTs a & 9) POURED CONCiFFIT CS _�=M op SLCALE 3/32'-I' - I DUSTING PIC*OW RLAT17' PACER I : SHEETS 8 III 9) /--\IIIIIIIII_I�IIIIIIII�`I,�IIlI��� SCALE 3/16.1. __w COWFETE BLOCK %Wv [ ! J) I I I OF Oc� 4EQUIRED 1 - r _- I � � COI_" Sac. M F I 9 I I J1 ­` r ITEOULITED WECOw"MID L. I �, NEW " WIDE I 1AISIES , I/V , I = , 1: � ALUM TUB OR I' , VARES : h0r"F R Icnm� � I -1i - WDO -11 I \ , DIRECT A] i DIRECT ANQ In ! -TIM I P I WOOD'PLATE SPACER _ WI M UNITING DJII�G . 11,191IL-El-ft. Q121112INAMB-OL-KO I TOP & 8070M MOUNTING!S C-AN ISE INNILLATION INUALLATION AVIL : I . . 11 I BEHIND TRACK I COMBINED IN ANY WAY TO SUIT ANY CASE E fPLAN . I L. � tADI, . P : ",- , �,,, p "-6 . � SECTION I I :_ ig ..... %*OMH ...... TOP III BOT70M WOUNTINGS CAN BE . '. CaNc`iI ANCHORS SECTION SECTION 9 ii� " it-1 I 0 COMBINED IN ANY WAY TO SUIT ANY - _ . ��_ - _ (SELL SCHEDULE ON -7 . ,_:�AC�. ­1 I INSTALLATION '­ " SCALE 3/15-1- SCALE 3/8-1- SCALE 3/8- I' SCA�11";Rlll LU I _-, I� , ,,,, Fl� i : ____ '. L — I . YS - A :. r/i 4,X INSTALLATION I o I slt�_ a 1eFT`uGH 9) C: I _ k, I ­ o!�� .J_1�1�11 =3 .......A. � IF . 4 ", ­..,s � -.4�, : �D r4t," ,��t�.�:.Tkz/',"%, ..T!9 2 , F Af -` OCENS, - ­ __L:1 ,/% 11. ... , . 1� —.---,--------- I 1, , ­ * "-' r - ? 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III,( EDGE DISTANCE., IL . * .-- ,,�� - W D;r��. I ,-Q. ; - -.' A ' GLOBAL PROTECTION PRODUCTS, Ul SEE SCHEDULE TOP & BOT70M MOUNTINGS CAN BE ' - S TE O�- -.-' - __ I "'/' 5rn- IT I"ROULI, 9) SW In/m/niar V_AUF 3/6- It 1. I " 1. 0. I ,, GLOBAL PROTECTION PRODUCTS. U.C. (WILL S TE OF _. W - -_M:-. GLOBAL PROTECTION PRODUCTS, LLC. SALE , Z - 'O' 141-- - I ) I I L I E C 0,.. " S -$) , _ 44 / 11LIECO.... � TO SUIT ANY � ,�p .. III - - , , / TILIECO... \ .W SW, 11 S`WET CEILING 110 FLOOR MOUNTIN S" e�. .." - 0 R 16;�­77 I I SUM I . 51 "I DEIAIL FOR S CERS REOUIRED AT TOP OR . �?� ...., ,%,J�Z_, ... �� -II SHEET 9) COMBINED IN ANY WAY , ­0-7e L_ Z , _ . ing norriNa , 8 _ , - ... - - Fill"Nal . INFAMETILLS'Ner - -1 OVI I SMI. J. 04IMAMI,K0, C - 'I . . a.r. - ,IMoSF tw ­S - (FN.)&V­­ 1 20-176 't ', _ �KaKl_ (..)-I.k .. 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INSTALLAIIONS ARE ONLT VALID FOR BUILDING3 WITH AS.0 DESIGN LOADS ." """" _101 P ... ENS *. UP TO 455 5, -72.0 ,s f AND PANEL*S LENGTH UP TO 8'-8' 1.\r_ . � FLORIDA BUILDING CODE (High Velocity Nur 'cone Zone)l "') ' 'F..... 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 13E SOUTHERN ? : .. .110TIN N'Ttoo. - FP PINE NO 2, W/ SPECIFIC DENSrY OF 0 55 OR EDUAL 2 : No. 4167 '. -1 20 GAGE GALVANIZED STEEL S7DRM PANEL DRAFFN w 2 : . _ . _* __ , _ = S: , - I ' I .I/"/ z . -itz, ,;z- , . _ NQTF-f .__ i _Qf� , _ .C, - _COMBINATION of SE�LLN'_ 'O'. ST f Of , - __ � GLOBAL PROTECTION PRODUCTS, LLC. ,A,,, f - Z I 11LIE C 0.., , � �P% , , I -1. 51 STRET - "'. 0,�,-, 'It i 0 1 .'G , 1, III EM � cowN`w -1. T P & BOTTOM WOUNTINGS C&N BE RIDII, .A-`,�z_,,_- YIULTY , ", OMAL 1 20-176 / . , , - - I ­ , 1. -7.5. F. N ��.... V UP, .. 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I I � -1, !4 0 1 I � I : I ALTERNATIA 2 . P.uAUD CONC.En I i . 1 i . � I , I ,�: 1; ; ton mwsw. MAXIMUM A.S.D. DESIGN PRESSURE RAIING (P.S.f.) AND CORRESEQbIDING 5 . I I , � I a � i I I I ! I ; i I � I � I I � I � 1 � : , I IjE, 2/,.) MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND I '/11 - I 'Z �__ - i- !/�*­* IMCINNE - CL I I � : , '0" " EDHO's � SIDE i n- .0 ,V, A, , CA CONCRETE i I . I . 11 i +-T -1 -11 . �_ � I I . � !I, I ;� I 11, MAXIMUM PANEL LENGTH "L" SCHEDU 0m) ( j TO At 12 1 � I � , I I A2ftLAILL QN.Y M-SECMi L."_N1MTaJQa_LFL_5AEL1Y_�L X I _� I . tf SLOCK, PALL ,, I ..I. � . I- it 1 AS- : 1 !- I I iI . , � CORRESPONDING MAXIMUM IG SCHEDULE AT J6., FOR /,.) ; 0- KOU`eED � I � �, i 11 -`A- __�_ � ; I , I � j � i L-11111,11A 2/4. WA. 3/4 OR 4/4 1, 2 & IW/15 1, 2 & Iw/15 INUALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES 2W,EM_2N SHEL � I s � i I - 7 13 1 w I I . I I L* L* . I I : - I I . I I I,m,amIAi_. mcmam 1 - - -, I I . ! < ; , ". t � � ALTERNATE LOCATION Schmu IT I __ a W. mL MWAL-CotaTIONS, Tm -a sougm &I LD- ---a. ,-2.*-- (..,) M) I - REAN"O'c'N � �� �= ! � I I - i I � I � - I I ! - CIN LIFE SAFM PANEL - KC10.) To . I - - "CA - I.,, . I--- 1 � � I - - F i I i AREA W/NC, IIPE SArM PANELS LOCAFTON or UFE (SEE NOTE IBELOW) u-noN � j i 1 7, 19� , / I , REGULAR PANELS W/ OR - - SAFETY PANE L -I MIANIA' 15z ,APEUM,n ,E_j 0 MAe_.E PtA APPLKAEL To -0. n 0 i ­1 I . ,,/., TO G%AS1 j � - . I MKO. OF __GP` GNK_ . I , I .1 - __� . L__ - :/:-j� - W/o REGO TI,1,14S �SEE NOTE I DESIGN CT­oNs 0 . _U" '*I- =__� I � . I I cc' 1 __7_1 i 0 E. , - 1 I s -­ ­4, I � .. I . I To TO TO I I � io. L CoN11-1 TO I " BELOW) . LAST PAWL (;��O at INSTALLED AS PRESS,,AE 10 GO OREFE TO �OAPFEN: To CONCINErE ��, C. O � .! .... 'Non. v ,w ; � I ED I' I I - i - CONKkElf ANCHCAS� " , ,- _7� LIE SAFETY S PANEI OPENING St,&I. I RATING ­1 EYE co.am CO.CRm I stio0c. � a OF THEM . I 4maumo=- a W =3 (SEE st:NEDULE: 0. -- SLOCK - --- � i .- I - I- -0 PEGUIPTIT � ---- � _­� , , i 1_� , w COMMON A ETY STORM ' I MIA 6- N/A � I Ea r 1, � I PALL ALUIS _ ___ BLOCK - � SCE SIM 15 FOR ANCHM TYPE It SPACING FEW INSTA.IATONS INTO WCOO Int BULEMIC #`­ � O" SHEET 10 - SLO, QPTION J1 FOR 1,1� 6. -- ANCHOP SPA�INCGIT AND ANN- EM DISTANCE AVE INDICATED - THIS SCHEDULE IM i E O': I I '(a) _ _ I U IF - "I I I & 2 (rep) ED LESS INNA INDICATED ON SCHEDULE fWXE ANCHOR SPACM IN wU,_NftYING SIIN,CInG � ­UD ,,GNCRrTt 70 FACx_KffAT7F=1.,AI1`CH` rlx.. ./A MIA 6' IS, N/A C,N't CONC _ _ ) TO BE INSIALLE OF REMOVED FROM IiSIDIL � :!!7 - R/� -;;-- ___ - - j OM) :I - - - I F I C N`C`iQAS EANEL" 1, __ ,11- i,55.0. -72.0 19. 7 . 9,100% OM $CMC)ULE Of THE FOLLOWING FACTORS FOR THIS, OPERATION TO BE POSSSTE� ED: , ! I ,� ISCE SCHEDULE ON OF STRUCTUPE I 9- 1 v 4-2, 9' 1 9* 1 PEDUCED SPACING OBTAIMEM. USING FACTOR � HOT K �M THAN MNSAUNIi SPACING � i -- -- ­1 . __, D . - I . ___ ELEVATION 6. 6' 1 N/A 5' I NIA 5- 1 NIA I a . , OF) INDICIIIIED FOR LACH ANCHOR TYPE W AN04M LEW110 , f 'emum f , I r i I POOD PLA" 0 �55�O -72.0 N/ N/A MIA . " IT ) ,5'-C' TO 7­6' aI , . i i I , � ii"Eu WALL MOUNTING INSIALLATIO WALL AND rLrm I 'N' kTIO SCALE 3/37--l' - 9- - 5' _i:___"_ I I � I . i . I _,( TTO-) WON= TvPF ,/e._ 1�4`. 1/4*. 1/--. ,/.-. . j- - -�--_ . i i , .Dw PLITT . I I L_ . SECTION I - SECTIM 2 SCALE 1/8� . I' - . v IMNODN OF TA#­QSP PA.Mwm "'MILPot -1 � ,� ,- i L-, 11 I I WINARED I i � I - MIA MIA I IN A 1 6' 1 N/A I IA I I A, 2 (TOP) --- --- ­_ __ ITIMMUE 0 . I _______� - II ______�_ A .= SCALE7 3/8' - I* 19 0- �45 I/. - - - .550 -720 r-.-- __ _�.- .7 -6- TO O' -1. , 11 �,� , I m 0- ; � - , -'­-� ... - � 11 1�1 ,;j 9' 4 9 �jr �6- 1 6. 1 6. � i: I I (Bormul - __ B!A�!m I.) � _2 'I a ,, In i , T_ _i­ , � i 1-1- - -S* I i � - *-- Io­- (-) 3 I - V-\ / -\---'--\ /I - - _/2 _�­ I i � 'I 8 , � - ALTERNATIVE 0 a) W7,Ll�--WAL,-W,�-t7�,,-$MtA-PANI- _1�311m, INSIALAIM'N , � _,,__N�/_7A_/_ �,_� --,-/- - , N -1-1-.41- -NJ me -) �*PPNIM vNe, Bo 1 3 � I 3 I � ­ - - _�_/ , , ­...­---_- -.--- . - -- ­_ - - I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRS' OR LAST PANELp 4-1-1 - : --- OR AS AN INTERIOR PANEL (ANN PANEL LOCATION IN BETWEEN END PA%ELS) (c) V`I INTERIOR, P-1015 �s �T,=U�fl" Sf,o,ICD�!_L_2_ Z_ff,-_.fLQQR_ MQUNT_C_QNlXTlgN.% AT-1112TIOM _ML _11I,__�_�_ _11' * AMAL LA OIBB SWAIM - PYCM 1 3'..* ,!ft. 1. " SGP 0 a' OIC ./ I 1/7' m U) JIFE SAFIE-f PANELS MAY OF? MAY NOT BF tNSIALLEC) ADJACEWT To RFCU_AR PANEL�, SEE - I In- . i FIEW THMEADOG MIETIMIECIP OR . I 2 In, - - - - . I 1 41.04/5- LGIK; mAASS, mosmiNG A/ Cu MAJUmumi ASO .,a , (" a Wr - rebt Im OF .w) Cm - (" a r - FeWl TOP 01 AIK01) AP To L - - - MIT, S& - 0 6, OC OR ;I LIFE !�� PANEL CONSISTS Or 0 0.19' GAI VAMIZED STEEL STORV PANEL AS SECTION 8-0 DEIMCN, TAPCON CAUU­JN_ ��_ IN SECYONS 0 A, UMT PANEL INNIN"', 3' 1. Do � . 0 __�__ I/. '.:?O PAMFLIIAIE FITIM117 ID 00 ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATION L. PER . SHEET 2 Of DRAWINO SC,LLE 3/32-." PRESSURE I - ____ , - UENG`TH "L' (") ,,0 'AmELMS'l P'm 0 5- .0 ./ I '12- .. ScAuL 3/r - " , T Sit NOTE I) ED TO ' 3 'Ir I - - Do I I - I I Do THIRAom PFmEnMYTom 'o MSnHC Scot, (W/ OR ./o AEG" TRACKS.) I THIS IS(Lr 0 BE REMOVED OR 114STALLM FROM ILlf NSIDE OF "ING L,.I� ,,,,, T I 1, I I m OF THEY ,�j�A- IL41)"w, KATE NOTE SMU1ThA`RN:.NO"SNKNPNl__ STRUCTURE CONCRETE COMORCT DISCRETE - 6' OR ass ... ........ � " ....... 1.141,01, ... .49-2 -615 3- 119 4 112- , ,/2- 2 (BOTTOM) - "'ION""I'me, L%, 4, ! ,p-_ --�\tENSp`-�-^- WALL MOUNTING INSTALLATION ,&y, III, T141,- %, AN '_ - - _' ' - C ENT C) At 30T`I-CM TRACK To ,ol',�, ;k. TIQ/J, .528 -66O Y 3' 4- 1 . - 2 (SOTTOV) 7,-6" OR LESS ... % IF, , - BE C_j ,11:1x ........... :�� - ----'--L- ' 'E 1. PER' S.E'El 2T OF TMIO QRAWI`NMrPCV` _ & LLI , N, _____ � OMPON , S . ' ALTERNATIVE 1 .%, ,�-. 4\ C MpOkENT Y BE INSTALLED WALL OR FLOOR MOUNILD rotIOWING SECTIONS I & ' .550 -720 2 1/2- 2 2' 4 3 1/2- 2 (BOTTOM) 7'-6' OR LESS z : No. 44167 -_ s _w 0"" *\ I ___ - - . SCAUL 3/8' - I- *. 20ON THIS SHEET. AS WELL AS DETAILS I & 2 ON SHEET 14 ,,,-..-- r,ENS,r ... - - = -* = , . -6' TO 8' Cl- (�o � I i T - --1-F I I � - ___i�� , i ; , Il p%N.,* v �550 -72�0 2 112' 2 ://2' 11 /A A 2 (BOTTOM) 1>7 s * :. * : - z . ... ,,i� ..." . 'IS = 2 ­7 1 N FLORIDA BUILDING CODE (High Velocity N.r Cone Zone) .... !__!�/ ___ _ _ �­_ z 1. * FLORIDA BUILDING CODE (High Velocity Nur loan. Zone) z NO. 7 , . FLORIDA BUILDING CODE (High Velocity Hur cone Zone). 4 oirt LENGTH FOR COMPONENT QD -S 15* __ : = .* N/A N/A - smm5F .itft; . Mo, ANCHOR SPACNG FOR COMPONENT CL) ANCHORAGE A' 8070M IS COVEN ON - : NO. , - - * E. I'Mo .nX0. - 1�55 0 -72 3, 1 3- !, 2 (40, OM) -s �$% , 4 .2TQ0 rLTECO, - 11 * - I'VOG, - FP < SCHEDULES j& 2.' SHIE17, 14 = , , - 20 GALGE GALVANIZED STEEL STORM PANEL F P *� 20 GAGE GALVANIZED STEEL STORM PANEL �__ , -.. . j 20 GAGE GALVANIZED STEEL STORM PANEL DAMN In 1C - * . __ * . - .c: 1 DIMON B, "', C� �...�topls�.-�:, / OR`PA IN, -Q= � - , 1 4 I . I tof -1 'zi - COMPONENT MAY BE PERVIANEW OR REMOVABLE or . 11"� ss .- ,� , , -0 S1, FOF - Ii. ;�_m / z 1� P . unum, lk '9", "t, fi',3�;;�� L- -1 " I \ GLOBAL PROTECTION PRODUCTS. LLC. O"t " :�--. s 9 , ���_�._ I �METALLAT �RE CNIL� VNUD ION 91ftOPICS PITIR AILD DESIGN LOADS Up TO .� ,. al/mnaw I 1f-__'A*4___0__'­ __ , " P`n"`_ GLOUL PROTECTION PRODUCTS, LLe. "ID"', � 55 5. ­2 0 W " PANEL-S 'ENGT. Up To 6'_B_L " b�,--. ­ - - 11 " ­ � I , N'N,'Z�_� _1_ _w, - ft � I I , 5 SEE DETAILS FOR INSTALLATION NTO WOOD MAVE BULDNIGS ON "El" 15 fk%v-S, , \ GLOBAL PROTECTION PRODUCTS, LLC., j-, / I \ 2 FOR ME* WOW FRAME C TRUCTIOW WOOD MEMBERS 10 &C ;z , - NIKQ S.. 51 ,'7e*7-eO _i MID0 &IF 51 S`REE` - - SQ,1.UAN ,,,,,-, .. . ... - ,c _,,.� I 'A NIOG .. 11 STREET 6 SEE SHEET � FOP, DETAIL APPLICABLE TO THE MECITS" 'OR THE INSTALLATION 0 : ". TIMOR YESTPO a EAGANNEENUMP COMPANY IMME. IL =I. PINE " 2. All SPECIFIC DEMSrr� Or 0,55 OR EOUN. z4 I Ize- �O TIESTSIC & 01410111111019 C-A. 00m� n- MI. 20-176 r��� COMPANY . , I 1' - -I, , , � I - - IN. . - PIeIce. N. .1. PHKAEC Io')U�'�SL FNK (SU)II'S' _ UFM A, .I. I SPACERS AT TRACKS INSTALLED ADOACENT AND BEYOND TO STLCM/*00:1 BANDS I - - -I.. - .1 -.- - - ', .I. -n-5. F. TV -sm 20-176 ",is,,, Nawl" FT `,Z,�� 6 III, �"", " IW,�� wr-- PNaw� lq.)w 15.6, F. (_NMP_s­ I ,Nowt (�)m ,)m I em l . - . . W I - , --, �,,- - .. , � C I , 111PIECOm. STREET " _�� INIC I I IILIECO,mc. ,,Iiii 2._", , , ­ 1. (_ --I- - - - � DXP) -.1 11 I _= _­ N Y I I I" . N� - "I IN, . ; ", - '"'I " < N - all I IMAPHS IN, __�, . - AN, DAMPING . It SCAL,'SIONATINKFAXTE _ C;_ 11 , - - CA-000,11"10 I I SE`N,`%DAA`�1DA`T .-:.;rl I p"` � - I -, I I ANIER . TITLE 11,� it- I I i - I—" I""'n"i I I - �m. . F11 ft A. It I z __j I ; - . I - km: - - ----- OF ­­ r3t� - i Eii_q -- " al . 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I , 9�_,�, , __ , - P`UJT TIVITAke & 1DKEP`EE_ . , � " - I Coe AN-5. TAX 20-06 . I i: 17.11 - I- - - -Li_._.N,, -x_-,.:,J­= --,=.,-,., I '_""�.11�APE - P OIWWW; . I, !t-��' E -TER A. CK0,111 i-, - C i I I ��t i 7 1- t ."� - , I - . " OF . I I 114SIALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I, .* IAPCON ANCHORS .14' TAPCON ANCHM 1, 4' IAPCON ANCHORS I 4' TAPCON WCMOPS . III, 9* CC � 4 a. GO: 4i 9, O C 0 9' cc POURED C041AM POURED CONCRETE OR CONCRETE OR CONCRETE 9ICCk REQUIRED I 1i SLOCK REOUIRIED I - - _�t __C 1 �_ ` - - - .1/4- T - -, , '' ' t�7- 1I.s. I __ ft. ___ r 60 � ! E_D- I I � I 4 i : _z 1� � , , I:21 ; DON, I " : - - To . - j _WsMkA_. I I J) , m - 1 a - - Wmagum - ." -I 2 - I .1 I -, i I: I. .1 � . X txw.!g- I i? � =11� A GLASS . � _q C� 9 : I i ; . 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E­ W� , � I � z - I - 1.) ;1 i '""' I A) 1 1 1 I EXISTING , ! I . I v 6 -j ,� ElITILIQ _: . i , t ; j X GLASS : I : � � I � -. GLASS I I ; - . j ; i 9 : .1 ti - - , I I : i i � : I 4 'I *1 I - i : � I I . 8 I - � . . I : I . - , .- . . ! � I I _� - ./­w- "s - W/ 71r. . '. , - j I I P`5 : �2 '13r - - . 1� remi, - - I f I � - : : I I i ; : - I . I I I 4 I I 1 � EO - I � ; � "I . . t 11. EQ- � I � " t a' . i lndwwwfj*11_� I I �, I -, j I I 1:, ummot � I - � ! ", ____j I I 1 , 10*. PXNE�mATM -�LS W1 I PANELMA`E PLUS W/ 1/104- -0 . 3/32 * WING NJT WASHER 11*_ �*o /IE`# 3/32* *A4 NUT WASHER 0 6 1/4, 0 C (BEYOND) POURED CONC POURED CONCRETE OR CVCRM BLOCK OR CONCIRM BLOCK WALL REOUIRED MOUNTING INSTALLATION REOUIRED WALL MQUHTING INSTALLATION SECTION SA 0 REGULAR PANEL SCALE 3/8--l- SECTION 58 0 LIFE SAFM PANEL ,vII4.E'I.1II11'1'.iIWMN. SCALE 3/8*.," SEE S.W 10 It 20 MR AWCHM �.Pf A MORN n1m Ile. - _!?oA-P '".."41" I SPACING FOR INST' INTO WOOD ---------- 3 3 FR" BUILOW2 - - wMaMs, E.) - -i;;-) - ANCHOR SPACWOS AND ..:. � EXIST NkE NOWATED ON n - - 0� �L_ ___ --L, - - :7 i � SONEDULE 'OR c LOSS TMAN, INDICATED Ok SDMEDUUE REDUCE ASCHKAi SPACING ON _",LYNC S"Ac"Ic SHOWN OS, Sc.CAALF 11::�� 1110; I.) - ,, - - , ,;Iz AMW fA WX OWWQ FACKIIII BY THE FOLLOWING FACTORS, FOR NIS OpOw"'O" Is K POSSIB.A. BEDUCED I ,/2- ,s, - SPACIAG OBTAINED LISING FACTOR SMALL � BE LESS I- M.I.- S"Ic" IMONWILD ,r I/r - - I M, VIC. ANC." IYpt ON RAS SCHEDULE I r I , "7- , . 1 - I as - FLORIDA BUILD114G I E­ 14ANC STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PED) HAS BEEN VERIF,ED PCR COMPUANCE IN e I) M"MUM EMBEDMENT OF TAPCION ANCHORS AND PAhELMAIE FEMALE ID & �ANLELMATE PLUS IN70 CONCRM ACCORDANCE WITII I< 202D (?Ih EDITION) OF THE FLORIDA BUILDING CODE BLOCK SMALL BE 1 1/4' DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIONfr CODE, 8.2) MINIMUM EMBEDMENT OF 1/4-it X 7/8' CALK -IN ANCHORS SHALL BE IS 7/8- INTO CONCRETE FOR A WIND SPEED AS REWIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE CYST&L-D AND NO EMBEDMENT INTO AN`V FINISH MATERIAL SHALL BEE PLRIAT'DED FOR A DIREC-TIONALIFY FACT OR ""o85 USING ASCE 7­6 AMID SHALL N07 EXCEED THE MAXWU0 WSZ.1 1/4" f-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGM(S8OULD ANY F�NISIM MATERIAL EXIST) 70 . DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4- IWO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LEADS DETERMINED PER ASCE 1-16 "� AST SHALL BE FIRST RLDUCED 10 AS D DESIGN WIND LOADS Ely MULTIPLYING THEM By 0 6 IN 0 DER TO E. 3) IN CASE THAT PREC STONE OR PRECAST CONCRETE PANELS BE FOUNC ON T14E EXISTING WALL, TO COMPARE NOSE W/ MAX. (A.5,D) DEW% PRESSURE RATINGS INDICATED ON SHEETS 25 I. 26 ANCHORS SHALL BE LONG ENOUGH TO REACH 7ME MAIN "UCTURF BEHIIND SUCH PANELS ANCHORAGE SMELL BE AS MENTIONED IN EE') AND IN 13.2) :14 ORDER TO VERIFY THAT COMPONENTS AND 4ACHORS ON T,flS P.E.D, AS TESTED WERE NOT OVER mm-m A Jmx INcREAsF N AILDWABLE SIRULS FOR IN'So LOADS WAS = LSED IN THIE& ANALYSIS FASIENERS SPACING TO *ODD HAS BEEN UVERMNED IN ACCORDANCE WITH N,DS 2015 (C) ANCHORS SMALL BE INSTALLED MI LOWNG AIL OF THE RECOMUFNDA"IO%S AND SPECIFICATIONS OF -M[ ANCHQR 5 MANUFACTURER STORM PANELS ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE )AS BEEN VERIFIED IN ACCORDANCE WITH SECnoN 1626 Dr THE ABOVE MENTIONED CODE AS PI7R 'ENMT-ATIQN TESTAC LABORATORY. -NC REPORT 0 20,12, As PROTOCOLS TAS-2ci I' IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THI SOUNDNESS or THE STRUCTURE WHERE SHUTTER T _ IS TO BE ATTACH TO WSURE PROPER ANCHORAGE THIS SHUIr7r_R SHALL ONLY ArTACHED to COKR E� a K ,AS 202 AND TAS-203 ED BE ET DC 2 T141S SYSIEM M&S BEEN DESIGNED TV BE OiSTALULD ON PHE OUTSIDE Or THE OPENING ACCESSING 'If OPENING FROM THF OR *ODD FRAME BUILDINGS 'NS,DF W/� 14E USE OF A LADDER OR LIFT Ti4r, APFI,ICATION IS YNIO WHEN NSIAlIAT,ON IS INTENDED TC BIT PCRFDRMED I 2 PHE INSTALLATION COWRACTOR IS TO SFAL/CAUI K ALL SiMUrrER COMPONENT EDGES WHICH REMAIN N CONTINUOUS 'Rom THE IISIDE 01 STRUCTURE. CONTACT WITH IME RUIIDNC 10 PREVENT WNO/RAIN INTRUSic CAU,1K AND SEAL ShLITFER TRACKS AL: AROUND �ULL ,ENGT" 3 SERIES 1000 INSTALLATION 15 APPUCABLE TC SINGU AND DOUBLE HUNG STYLE WINDOY6 WHTN �STA,LATjON 's REQUIRED :'.' 5L FICRFoRMED FROM THE 'N'4DE or SMUUURE 13 STORM PANEL INSTALLATION SHALL COMPLY VAIH SPECS INDICATED IN THIS _�RAWNC ILL'S ANY ET,11DING AND IoN.N�. REGULATIONS PROVIDED BY THE 41)"LLSOICTION WHERE PERMIT IS APPLIED TO 4� SERIES 2DOLL INSTALLATION IS APPLICABLE IV SINGLE AND DOUBLE HVNG AND -,OENIONIA. SLDI,k-,, SPTUL APW'11*5 WHEN HS:F IAL LA`ION 'S RECLUMED TO BE PERFORMED PROW! 'HE NSC)E OF STRUCTURE III ATRIUM WINDOWS AND DOORS. LK. E - Z HANG STORM PANEL SYS7M­ IS Pmm PIENDIM 5. ALI ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY ILING '-EMPER (UNLESS OTHERWISE NOTE'�) I� (s) PH I S PRODUCT EVALUATION DOCUMENT (RE D ) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIOC NFORMAILON FOR A SFTE SPECIFIC PROJECT: �@ WHERE IkL SITE CONETTION. 5 DEVATE FROM THE P E_o 6. ALL ALUMINUM SHEET METAL USED Al CL05URES SHAIL HAVE 3105-14 ALLOY (b) CONTRACTOR 'O HE RESPONSIBLE top THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAP­ETY OF 7 ALL STEEL SHEET METAL PANELS SHLALt HAIA STRUCTURAL QUAIJIY STEEL_ ASIM A-953 CRAD; 50 M,, GALVANIZED MEL THIS PALCOLICT, BASED ON THIS PEZ PROVIDED HIF/SHE DOES NOT DEVIATE PROW THE CONDITIONS OFTALED ON DESIGNATION W/r,- 5" 5 "' (AFTER ROLLEO� THIS DOCUMENT CD%STRUcTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. _ a ALL SC"S 10 BE STAINLESS STEEL 304 I)R 316 AT','. SERIES Ok CORROSION RCSISIAI,7 COATED CARBON STEEL AS PER ON (,) THIS PRODUCT EVALUATION DOCUMENT *'U BE CONSIDERED INVALID IF MODIFIED. 5oola w/ ED kii, YIELD STRENGTH AND 90 0, 'ENSILE STRENGTH & SMALL COUNT W/ FLORIDA BUILDINC CODE SECTION -1111,331 (d) SITE SPECIFIC PROjEM SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT KHtCH WILL I, ELOITS TO BE ASIM A-307 GALVANIZED STEEL. OR AJSI 304 SERIES STAINLESS STEEL, W-H 36 III, MINIMUM YIELD STPENGT4 BECOME THE ENGINEER Of RECORD (EOR) FOR THE PRWECT AND *MO MLL BE RESPONSIBLE CDR THE PROPER USE Or THE PE D. ENGINEER OF RECORD. AnNG AS A DO L EGATECI ENGINEER TO THE PE'I ENGI�EEIt sKAL, 10 ANCHORS -�O WALL SMALL BE AS FOLLOWS SUBMIT ,TO -­5 LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) 'Q_EXLLTIN__-0VRU �Q,I.WE (A) THIS PED SKAL� BEAR THE (,ATE AND OR1GFNA_ SEA1. AND 51GRATURE OF THE PRGrESS;ONAL ENGINEER OF - 1/4-9 TAPCoN ANCHORS AS MANUFACTURED ELY ITW BUILDEX, INC IMIN fc-3192 ps,) RECORD THAT PREPARED LT t/4' 0 K 7/8' CALK -IN ANCHORS, AS MANUFACTURED By DfWA[T INC tWIN T'­3000 p..� ) �a STORM PANE' MANUFACTURERS LABEL SMAJ-1 BE LOCATED ON A READILY VISENLE �OCAIION A' STORM PANEL IN - I I 4 ,o FANELMA,E FEMALt ID & PANF_MA"E PLUS ANCHORS. As WAwvrACTURE:) ITT 5LCO CONSTRUCT PRODUCTS ACCORDANCi WITH SECTION 1709 9 .1 OF FLORIDA ELLILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY oPEN;NG ., (I .3.i5o p .. ) LABEUNG TO COIJPL� WITH SECIRIN 170992 OF THE FLORIDA BUILDING CODE A 1) VINLMJV EMBEDMENT OF TAPCO" ANCHORS INTO POURED CONCREIT SHAu BE 1 314- AND 2- TOP PANELWATE FEMALE IC & PANFLWATE PLUS. A2) MNIMUM EMBEDMENT OF 1/4*0 X 7/5* CALK -IN ANCHORS SMALL BE IS 7/8' ATO CC%CAETE NO EMEEFDAAENT INTO ANY FINISH W'ERA, SHALL BE PERMITTED 1/4 � #-20 SS SIDEWALK BOLTS USED SHIq, BE LONG ENIDUGH(SMOULD ANY FINSH "TERIA, EXIST) TO ENGAGE �/.' INIO ANCHORS . ...... WIf /,o 4, :, �: . �!�� .IV+ -�E v &!� N CASE THAI PRECAST S7cNE, ,g,��F " PRECAST CONCRETE PANELS. OR PAVERS BE POUNC ON EXISTING WAL k OR . , FLOOR, ANCHORS SHALL BE LOW, ENOUGH To REACH THE MAIN STRUCTURE BE-INL, SUC. �ANELS ANCHORAGE SELALL 4.--`�CIEN,�`-A4N . . , BE AS MIFNINi D IN A I I AND IN A 2) f . .. 1 IT IF : No. 44167 ` I (B) 1a.Ur_LNQ ,QRCRE7E ,EL��__JEAL = * : . = = . * = . :*i FLORIDA BUILDING CODE (High Velocity - 1/4' 0 TAPCGN ANCHORS AS MANUFACTURED BY IT W BVILDEN. INC. - ­.- -_ . � Hur Ecana Zone)j - I/ ' # X 7/8" CAIK-IN ANCHORS, AS MAAVFAL1UqED BY DEWALT INC (C­ 15or. p ., ) � ;r. I... ­ r I- .. 4z z. P" m'Foa - " - f LAI IV PANELMATE fUMAL.E tO AND PANELMATE PLUS AWHO+ESL AS EJANuFACILIRED BY ELCO CDWSMUCTIGN I 0 I. 1�o&12?,..-,, iiFI 20 GAGE GALVANIZED STEEL STORM PANEL .L: In. �.-. - - . - PRODUCTS (1*­2071 p k ) . - , 4,,,.'.,;;I�, t's, . ", _ -_ I _AL " ' "I"I"' I , GLOBAL PROTECTION PRODUCTS, LLC. , 11 ", - - MI 11LIECOm. CATE I ill-m', IEVI ," I �111Z, 1� , - I -1100 s. 51 SIRE, I . - __* ETAGN"It" C*.pAA 0-- F, �I. 20-176 , .. AM, P. - - - . .1. P-Cw (051)"GI w (�"-Ml I--.-- - -.I,-,- --- - � CAMMA, - III, &EAL/_%mF,_FF 04.n. A, s0o"71. -11 i - , - - -- A I I 'Ieka, 1-f t."e"! I M21 - i -_---�- - - w N I I _41- (1) Q) _c_- Cf) -0 -Cu > (L) = -P' _0 L_ (1) (1) L- CL 0_ = 0 0 L_ a .- CM Cu -4--i C) ­0 (1) .I., 0- U) . (2) -II.-J, C (1) :3 -0 0 CU 0 070-0 -Cu I- U) C: 0 = L_ 0_ C = 0 (1) 3: = 0 = u_ "........ - Cu . U) . - CD Cn " _6IIIIIII, CU 2 0_ = IIIII Cu -0 LIO a .- 4­0 Cf) C:)- < a < z z w =I V.) C%j __ C= 0 �. �� " � - _v_ C" Z :0 Lhi 0 I t� C=O . 2:- g I= M C-3 c-.4 �E Cj_ -0 CO >< qcc ...; = LA_ It <1 .9n M C= �; � I 0 - I .:x CIIIII �,_ Iz r W 3: 0=1 ( a, - -!5 . � r= = _= to := -cc U0 t 3: m 3: M . 2 a, -0 > = " w :0 = = - a, L T :;: = . .000II,""I"""""` In CL = E = _T C3� W ;5 RIES 2000 & 1000 E-Z HANG STORM PANELS X/24 . I NOTE 2 IMLOW) INSTALLATION ERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-1 -) .-' �IIEIAILS EQ8 a 1 /2 4'/2 4 W/ OR - (9). 0 -j'I 95CE � 2 MOW) 3- W,,,, 2'/24 10. V/24 110 PE`i,mpr PANE I I CONCRETE OR CONCREIE BLOCK #--I* SIAS , OIL CONCRETE �IKMOREL Su . x * It - - /_08 :. NOTE , .. 61ACHr _,_�r - ____ ,_ - SCHEDLILE ON SHEET 25. MW eace SCREW ---- --- - - - ­3 - I- .. I . CONCRETT ..C.m 3' W.. -, - - . 2 59" - OF If, , 1, ISEE SCMEDLIUE ON SHEET 2., - - ,- � 159 , � Wel. SEE SECTIONS - SHEET 2. - 5 11 2 I / I* MAI, IkkIkWE`E AWIIsP` .1.1w ---, F-6 ,-r- __ -1 . I --.--- - - - I I � -#.41W -.5 A I I - - - 1 "n-4 - -------------------- �, - - __ ____�__ - fm-. ___11 P"MONEn- -_ - 5M ITOT& WIDTH) - 2 250-7 4 __ IiL , . 17,A) I.-- , _ . " - - H., - - I - - " m. Oki ci, 1"CE, F, � �_ -I �_ AWaI M - - -_ _s. . (_ "HIMIA, I L. - IS '96 EFFECTIVE *I)TH) - . - r­��25C^-i - =1 - ====__� __ - - ­ ­ . . . I I - I --- --- ,, . --C4� - Cm LICNIPAE - 1 2 - ..'"Man.I � / Il� 4 I - ,/,- ��i-�/A: - Cn - - -1/. ,/r-v;=�� - I I i . � . - . I - _-T, - - 1, I `,I - .) �. . - a, i ;I __ �� ___ is, - ­_i��_;,v � --rat-77, -- - :­ I - _ - -6 I/.- - I-M- 7 - to I., I 11 ..... . - t�4.�­_�W_ I I I ,T v : ,-- ,. r __ - - IV PC � � - �, I ". . - I .1 I IL -, - --- - .� . # ,­,, - __­ `aMWX, - L 1 8 / 1! i -i-i-01. -V cc I .r I . - , I -! - - -�-ow­e I L I _ iT �, � . ;1 I - L - - � 12 - ( - I I I �' I . - ­1!� __ ___ . - - I i .. . I - I:- : ,--jT,t---4 -� - \ _1__j 11 :��_ I "0�1 Ill I , T2�7 1. - . - - .. .4 ki - - I , ,3 - - 1 3., O* - - 1 3;IO - l I i � :1 ; I -- � I�I . � , y= IP I I - _�5 j � :., I � !! I x I � . I i" . I . I� I * � I I I �' - , � � /�& ,;� " a) I p, , I � L I � I ;I_ I , I I I . : � : : " I I � : 1 : . I . I I , � ; . L I : I - 1 TYR 1 1 1 1 i 1 1 I I : i . � . I � i . I I : � _111� ! I � �= ; - / I : (D (D . . I I 1; I - - .. . I - - � . . . . I - . . 11 ; I - I . . w." . 0 -� HEMMED ' ! 5OTT I i! 2,500T I I I . I i � - - ; : - A, I - - . � I � I � - I I I I -, � ; ; I, � /- - .1 = RTLA. I A - - L � - � . .. _. - i� 2 5DUT L 075- � I I : I ; I , � _ = I ! i *§ - I --- -,��', - _�I_G75 :, [I � : � L � � i : � L � � 1 ' L � _�j i i r .�' " I I . I kL/ I ___\ * , I � I , I - 41- '.., 'iD. j� 2244- li TYR I . L' , I . . � L . . I " 4 *LI I � - __ 61% -L' .__ ___ I I I - "11=11' I I- T Er - I - r I so- � . I i 2 2-4' ! 7 - (CM ;AW6 * , � '� - - � � I " I I L . J �, I , / i . . I 7 i , I ,�- I A I P..,e I L - " '.1 G4VASIZED STEEL �, / EDGE I 'I `� I I I � � I - . I � M PASEQ ! \ �64, X� - I --- 7 I if .. \ -_ I jk � (_V.0� PANEL) 1'� (Win"", INWI) " I ForrutIolt ;,IN,c.) (Cm PANn.) � (6,� PAAiL; - I i ,(LNTERSO� PAWL) 1 F (W;t" PANE61 1 FENnIB,oR 44w�� ; "' : - 11 - . - . 2,0DO' O Sp', I - ,_ / , - i . - ; ! i � SEE . I L � , I , , I I I I ` - - - (7) - I I I 11 -=U. ',,. I , DETAIL �j , 1�1� � �,.), I I ! I I SIT NOTE 2, 3, . BELOW SEE NOTE ;. 3. 4 OELOW� SEE WnE 4 : : i i ; � ! , SEE %011 2. 3. 4 BELOW I : . . L ! , I I MOTIE Z 3 4 MOW I L i I .1 . - �- G­ , I , - I . I ! I , T I � I L GE'j � l�, : ", � 1 4 � � -- - I i 11, � 50 � U) I ; � �� I I I i : . .i ' I", _..,__(,, " L ,:A) , ' _ I Z�* i � ; ? ­_- , '-- I I _____11 , , I L___ ) - I �0) , . J� � I I ; - --:4 L 1 , - I, I I ; 1 , , � � ,-� - �.! (i� i �1 ,,, - -*--a 11., - . A �`= i I I - - � 1 48 IF GRIXTI�� 'III---- - . / � �_ p , 7-- _____�k, I I 1 � 4, 1 III ? , . , � � � � '. I I � L � . I : - - V,. 61 I + i p -1--i , j L ; I . p I L . I I � I I- - I - � � "I I I I I : "I . . . I I : I I I I - I - _( 'P, � � I I 1 � . �� , ,1 - I � � � , , , I � , � I , ---t1741:!J;v n I. ; ,_ I I I . - � ,z,Vkr. : : I ; =) m - 3bo.- ­ - - 11, I . I I 1; _!411- I I I I . � � . I . ; \:� : I I I I 1 � I , L : i 1 1 � � , , � : : I I I I A , - ---C I i i3 , - I � � I -- C I " . . 1 , � � . - Mv 'L" :�S ./ I 1 . , I I I ;,Ill : , ! I I I, 'Ar .~�' JI, _. I ; 6250' ,.150 ' S---2470- 1 '� � � : I I I , I � 1i - W CALY . 11 __ ,� - / \ Ioiv � . I - MO* 1 . . 1 I 'L . 1-in � � : 1 1 1 � I �PM . : 1 � -1, IE, : L. .-I . ,�_ Q. � � : � . ! I I I I I 4 � � - I 1. � I I : - , I I � 1�� 5' 1 --<71 ) , , (1) STORM PANEL - 2 170* - I � : I W-0 - -- � : I � � � � � . I . I . --l- -_ --i- __�__:: ,-, , ! - _____ I I I : 4 I I � � I � I � , � : . ! - -1 i I � I . EA OVER,q I . - ---,-,- - -_ �, > - I . I - ` -,--- - p - -, � � , � I I L . 11 � . , I, I , . [, . I I � � L ,fl '' I : , � 1 � Is � -1 � I I � I I[i : F/ � 40 % 'L* r I I , - - I � I : - " . : � , � , , i f : 1 1 � I I I ; � . I." , . � ' - ' L ' I � I ! I � . 1 : I � 1 � I 1 � I I I : I - � Is I , , I I I , � , : 1 : I � I L I ; � � 1 1 1 - � . : ! , I , � - � 1 1 � 1 6 � : I 0 I I L ' L � ;I . ! i ,� -_ - i, ��, 1 � I t ,�, . I � . _.. i i . I . I I L I � I I : I --l- I i " ,�. - . 1­ - - __... - : .t ScHtml j I wt SCHLVVI I - I _.� t__ - - - I - - _ -_ -_ - -- I .� I 1 - - �, g __ - T 1 I I I , i -i I _11--t, ! I -i- I -_ I T 1 , � . _ii ,L' .­�­j - -i � 11L�11_1- _j1_ , =1 t I � - - ­1 iti � � -1 -_ - - I =_1 �7 - L - Sent, 2. -, - SHOT 71 . -7 j � i =,,­ . . I � I _. ­7�. - _. - - 1 __ - .- -----. - . . I �AWLMAIT (Tw) - TOP W� L I ! SEE SOMETIOU, i 0- - � NUT-r4www­ 1 - - - _iu WFrL , '. -, I L I ' -.1­ -] . __!_ � : !I/.,.,.- � ME : 1/0­20�3 ; � FOR W, I .- . - I 9 SIT "'Hu"Al I - . -- PANEL'S END 0P I - SEPMA"I'S i - - SCINIFUT" . , - "a. - - - MR, CONCRETE IOI,C-ORS SCE BELOW - - __ - - Is a- I � 1. GLASS . SICEI at - - W` ` � F-RON IBMCE�, ,� : , I , .1. W;1 WAY BE LOCATED, I - Q) j�o&%Aff,--- !I : � . - UPOW1,04 J, � sVCWAP � III/ HEMMED EDGE I __ . I , AT END OR Ir :Sw 5 " k -1 __ �, (D2 _ ___,,_._ : ; 11 i I I- - - - -SIGPEDIALE DIN SMEEF 25. MR WOCID SCRIAT-, .,, , I/2' I I . :�_r.,_.,, 9 0- L' ­ 1 �50_z. �_ 251u' : I - : ,_,r. . , __* : - --- ,�� - - I . SEL w SEE "C".14 ON SHEET 26 WTEF40R PAWLS ,1.,. OVERLAP I I To GLASS � 1 �' -1 1-o". � I - I I - I 3 III/ aIiI vo(j) @ _15._ : l ;,, � I , : I I/rAo/w g I I I 613 I 1 Im.... IT 02 OR (D I . * LAST PANEL C) 10 BE INSTALLED A' EACH I j : i ,�' N ; - I r - I I t w � ,,-:�. - , - - LAS7, I'ANE 0 TO RE ImSIT OPENING ALWAYS K ,-I I � - I -� R, I I : < I . � � " , to ne I - : REM HANDLE TO FACAAAT =141� i : 1 , I I ! , ­ I i : i I ! I -1 � - TYPICAL ELEYATION FOR I JES 2000 I ­_ - mrz. �E� I TYPICAL ELEYATION FOR S I , ! � - , ; ; � li ��',�_ � , � �, r R HANDLE TO f L91E = IF 1.11�0 10 BE INSTALLED PROW � : I - - '25, I TO BE t, sW I � -4 1 tj ::��: - 1� -, 11 I . -1 -, I I 1 '25, EL , SYSTEM ,F INTENDE TEm INSIDE OF STRI.ITLRE ; I 1 4 1 I I I � v I .-a " " �.__ . I - - - - `iS,OE O� - -_ ! , - i . j§ I I i i I I I H I _. I I /' � ; ; , I 0,250- � -- ___ il 1: SOME 3/32' - I' ! 0 -_ SOME 3/3r - I- _ . 5 1 1 : �, HEMMED - I - .----A - I . I .. - � I I 1. ;� t I ,:� - Q_ I ­ . I _'1--_-----�_,, I i � I/." IIIIIJI/.. .. i : � 0 R I : �j jj .1 I 0 , I �' .I 7W" I � � .1 _�/`, - w - ./., - �1_ 114, 1AH GAP - ; . I I I ./ 7�rv., - L (,i", - 1 � 4 , . I � -.1 - , I - I I � . I , , � \ I � 1P I I- - GAP -i I I § ,­ �_ I � � � 1 1 i �� i : -�-, - =3 , , - � -_A - __J7 - I � 0 I . � : _ i -1 it i I W J %_ . I I : I . ; I . �, I , . . - �_/ '-, A \_ / 774*'� / 7 7 \ / �\ / \ / \, _/ 7"'KI � 4 I I I jj I k I -, : I . I ISOMETRIC VIEW DETAIL A � � 2.000- , � . I ` \-/, ��_� \--/- - '_\,-Z-1 1 : § � T j I I . I � - � t I .. '. / , I 11; �1 ! : I I i I . C -0 . -'I' . ��' , - I 4. I -, Z� 2 Doc" ' : ' ; (1 " ( , IN-/ C2 4 1 :: - 11 . . * , , I , , �, I I ROUNDED COB OR 0 ENDS OF PANEL'S � 1 ,q 121- ' D, �7�(w (3) III/ on W/o (g). Q) 9 I , I : i : I , , , i _--i 1 i I ' - a ! . I � I ! -,, ,-,� I I ER,MTE: Uac"TON 1 1 , , - I I . 2 (Al .11 I . � I END uPNw/ HEMMED EDGE . . I 'SD : I - ', END 1AW,5I CO3IaPT', : .j ( - i . I ! I I 0 �_ I SECTIQN A- � 1 ; �:� 441- I (N T 5) I I I _; I I __= 125' SECTION 0 - , ! I = I I I L� j '. L _14- 1 L I-- � -25CF I IOU 3/32' - I' NO so" vw - I' - k -.1- I " - I mlsai I ____,a. - �__ __ - I - J, - .,..., / i �, L_ -_ I 1, -, L_ W,QLWCO i L�� : �, 1 _1__1__T iF,;�- . I - 1 ___2 000' j I (Typ-) - 5' M.,, - (1) XF2QQb_QE_.U&E5._=: L - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL - ----I � -, � I I - I. - - I - . ­/� CU o- (rl TRACKS AT TOP & PANEL-11 PLUS OR 15* LONG 1 -7, r : - \ ­�V­ f :�Ii TV.; ILIAC. -_ _'�_, . *_.,.�=.�'. (1) DEFW404 Of SERELS AT -1, -1 �, � I I I I -1 I :i�, /��_ -/,. I , I I ;�, I . V, .. T- nm, .- 15� , AWIWAPA _2= t - 7ING OF PANEL - BOTTOM W1 PANELMATES � ­,15 W.- - ,2 1,104 STORM PANEL SYSTEM CONSM , I .� I �, --- aAaRDc, �\i Co, TRACKS IOP & BOTTOM, (2) END PANELS SMAIJ, ALWAYS BE CON� 15 1 -0 ..- / m - /I :1 xr�-_"O�Xl "/._:PI�p- l/..-II/ - "' " DO . I , ::�_ TIVAInamOk E_ J" TRACK 2*x5*(Max ) ALUM, ANGLE IFC _/ I 9 ��KIG SIU WALL By MEANS OF I Iis .plrolw LS SEALL ALWAYS BE CONKICITED TO BOTTOM TRACK OTHERWISE A STOP RAP `Y ' IRACK AT .111, END PANELS � [Par - - . CRT W,MFPuU` . - I mak) -A" ' "" IF `SE`F 7 '3132, 1 - - " - sk WAP � MAXY n) -\-rr,) .-"!Tl (�) " 05 P I E�/4WER (�) (2) JNOSPANE PXUIAII , S BE IONNECTED I. ./ WIJ41­2`6.3/1"Z� ARTE I IRUM) k , 0 a) HALL 91 PROVIDED AT TOP OF SUCH PANELS , " wnm� - - _+ , , - - s' 6061-TS Alurn. ALLOY - WING NUT OR 1/4-0-2W "'Mm. THUMBSCREW Mf6'TZ40/1�(EXCLPT AS . - .) I I ! I I WALL AND DIRECT MOUNTING INST, (WE ite"XIM __ �i. J At oa,kx,ws,�I U) - � 125' (.3) .F END PANELS ARE CONNECTED TO qOTTOM 7RACX, CO"EC .ON SHALL CONSIST OF DESCRIBED ON 40TE (3) ELOW) 1�1` . ,A - -I 0II", I/.' -20.3/.' MS W/ 7/8'ft3/32 WING NUT OR 1/4'0.3/k' W, 'L,­IUM85CRF* Cl INFO%PPED BOTTOM TRACK LOCATION Of PASPENEAPS MAY BE AT EITHER of IWO (3) FOR CASES WHEN E-40 PANELS ARE USE JOINTLY W/ 15' L q) SAT WALL MOUNTING INST, - i SECTION 2' EXTERIOR FLA! FLANGES OF END PANEL M BUT END PANELS ARE NOT CONNECTED TO IBOTTOMI TR-$ , TOP BAR I SCALE 3/8.1- FLOOR TO CIEIUNrj MOUNJINQ INST BUILD -OUT MOUNTIPG INST, m (ro TRACK SECTION I I I S'AL . 0 i I � ' BE PROVIDED AT TOP OF SUCH PANELS. - . � I " t i (4) N CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK I— A STOP BAR SCALE 3/8-1 . I am" SECTIOtj 3 SECTION 4 ! � IS ON Y USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED 10 BOTTOM TRACK (I) FOR INSTLAULATIONIS WHEN END PANELS AND SOME WMROR PANELS ARE EXRECtLi __ v i 1 � _*1 SCALE 3/8-1- SCALE 3/8-1- m 1%11y I � I I I I - I I I MOUNTED TO FXSfiNG Sla RAUL X24S F PA1A%L;:TZ. ONE WIER;OR PANEL N­ - ?4 . : -7 - " ; 1 _mm__7_ ------:- � M,W.W.414 US NGI SPECS NDICATED ON NOTE (3) ABOVE N SUCH CASE. CONNECTION OF PANELS 800 , I I : � I MAY BE USED JOINTLY W/ TRACK TPOW I, BOTTOM tWx TO WALL ! ! / I L, _ :� I - , CIMP AT w AS IV ,,%Ill.. 11,11,14.4 I TO BOTTOM TRACK MAI QC�.UR At ANY PANEL LOCATION W/ PAID PANELMATES FOUDWING INC SHOWN ON ELEVATION AND W1 /2- �' ___T_ ��, _., C, To � N ; Sri (F - 11;,P�..:,Nz;� i t , Z"�" (5) SEE SECTION 1'. 3 & I ON SHEET 24 SET ANCHOR SC-1DLJL' ON SIEEI 25 1AP EDGE DISTANCE FOR THISTCAS E, I', , . I ; l 055' ('I" ) Z0T,HNEEQ To 0_1 CONNECIED 0 ti = :=L I=.- Y,x/ vz,";�IzLLE, ���' I,--- �!�) .1 - . 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I � I 0 i � 2 .: NO, 44167 I- I , ____, I *: city HUT cons Zone) v ­0 _1 cons Zone) I -I'- : TETI, A 90I W0,41"Mr, = 1: . - FLORIDA BUILDING CODE (High YGIOCity Hur cone Zorie)j < - I - 7SO. - . - I COW*.= 1. - AM, TO BE I � - i 0 i � . I �r -9 � ft',cs. INC rp z ' - `=Es IXIECC. - . m I `W�r*m, � - z `=I MIT. - 20 GAGE GALVANIZED STEEL STORM PANEL III i 1 -'a " .� rATE OF �', i 20 GAGE GALVANIZED STEEL STORM PANEL = " No. 4 167 - - 20 GAGE GALVANIZED STEEL STORM PANEL I __ - : 11, Ft� . 04,Wk & - e, � DW_ IS, AL ' 1 ,':�`-. STATE OF I-: 'T z - - - - * I , - - --I I 0' A ..�� IF -3, Mo. t �p *,�..., MO- � . - DETAIL I I --- "o, .�-- - - i = . __ I 11 I , 1, � " - . _`1____ ' A , L____� 7 - 77 777 l ,� -, � % " R', 4, WA ", \ GLOB& PROTECTION MDUCTS, . ""'" � I - . 7QZ F I " " , I GLOBAL PROTECTION PRODUCTS, LLC .1 07/u/� �- 1 �­ - , - _� . ...... 0! ,,iI,, I, GLM "'"'"" z Liz ., , ,q'. 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CRAWN& SP I ­ P,C - , IIMLIZA A -1 .. .E - n'­ W, # -0, PIM41 gilp - , "m m a a - I - I - - PITAKPA LI I .1 I i - I - I - - I.." a_ I - I I I I I SHEET NO. SH 1.2i MAXIMUM A-3.0. DESIGN PRESSURE RATING (u.s.f.) &M CORRESPONDING MUMUM PANEL LENGTH *L" SCHEDULE FOR SERIES 1000/2000 E-2 HANG STORM PANEL M SYSTEM I ..YAM--g,"Ly�-fQR--E��'A'-.�,b_LA.I.k"Zi�Al..LILB�,�i,.MCN� I'_"A1.A,_5bLu_11L1 . MAXIMUM 44-0. �jg-,t M'(`S '�S III "O" �) ' MvU As V SEPARATION j PMEID. I I APALCABUE 10 .... VA, � I �E, _ TO GIASS I CONE" VICTIM - __B� -_ -_ - ____ I .OM -753 I 70' OR LESS ___ _4_______ ____ __ _. - .. I - ., . __ .. 2 91/ie* I I I I I ----.,---- BOIJED - - . I. 2. Y, -�. � 2'* & 3"W .66a. -n.3 T I 70* OR LESS 2 7/8, : i I BOLTED - 1 A a .,w I - - :�T LOIN F;aO S,S IkS A, WRIGNUT AT OVERLAP & NM Of PANEL LENGTH PANEL I MAXIMUM A.S.0- DESIGN PRESSURE WNrt fg.a.f.) AND QMSPONDING MI ANCHOR I I ', I L 0 - IM DIV10111 i SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE a CONCRETE BLOCK STR I Ly"_My- f 0_e&.L_ -N_L'&_,&7&N5 I RU _&�Q1]�,INII_j'_j,L _JL_5le�L. MAXiMUM i VMANUN A��SFI FOR E. 0, - I! 1/2* - I APPLICABLE 70 ASO DESIGNt ____ __ - . - ,�_ I ��-�, IN -� SECTIONS IT & , 't rl� ,.� RESSURE I 'A1.0"s ! - I 0 . _L;� PANIA. I I MY 1OWNHAT"" 1 uAmD, v D,L) I'll ID CONCRETE � 5IRWI to CONCRETE I Fa - Or "Im � ,-.r) ;10 CONCRETE "'�"�'To OMnim i CONCRETE J`c 5,OXX I ( ma I BLOCK � Mae- , 1 i i I . i 12' NIA � ,2. I NjA � 12* z N/A 1 12- 1 N/A " & 2 (TOP) I . ---- � ------ j I I" r * � 10 . " : 5' I A' I 5' ! A. i " � ­-- - - q I a. � 12' 3' � 12' 5' � ------------- 4---.t-- 6. � 8' I --- I S, I ' (9C`r`OM) 1 SERq loco -- I--,--- --- - - _­_____+__ - I I 7 N k/A A A I NIA I N�A I N I 12 1/2� I � 1 IT- I 2' (BOTTOM) I _ _�A__ __I , _ _, __ __ _P_ I__ _ __+ ___ ___ .66 0, 75 3�, r 7- s 112' 11 1 _ __ _�A ____4 _ -.-- _ 1 /2' , 1. 11 ­ i 70' ON LESS �__ ____!/A ,1/2,' , N/A ,' _____4 ___�___ _ __ _,_ ­ I . i 12' I N/A I 12. I � N/A 1 9 1/2' � N/A ) 4 ____ - . I a 1; N,fA � - 2- ____ _ - _L_ I N/A i 3. (TOP) r _1___t__1_____i VI/A � 3' (BOTTOM) 1 I - - --.---.I-- .--- ---t-- ---- 12:7 N/A 1 1�_ VIA 12* 1 1 _._�_____� ------ - _4____ 1 N/A 1 A, �Iop) 1 1 'I . 12* . I I 7- � 12. 1 6- 1 12- 1 9 1/2" I I I I- I - - I__ I ­­_ I i =- " 1 4' (BOTTOM) * LIMITED TO 66.0 P.S.I. ks D, DESIGN PRESSURE. RATFAr A SEE SHEET 25 f ANCHORS �VIE k SPACING FOR INSFACCATIONS ATO WOOD FRAME musam NAXINVION ANCHOR SPACINGS AND �W� DWANCT A" NOCATED ON TF,PS SONVOUS, PER ED LESS IINAN INEACATED ON SCMED�E REDUCE ANCHOR SINK;WC By MULTIMITH4 SPACW, SF`0WN ON SMEDLILE BY THE FDLL� FACTORS FOR TOIS OPTAXTION TO WE POSSIBLE. REDUCEJ) SPAQNGD OWMINED USAIG FAC sHAL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHOR$ I-mm ,/A,.- I/.". 1 1/4'. 1/4". ANDM VWC TAPOOk PAKUWDIT Juva 10 I PANUMATE MUn 1 ON.- I ----,--- moms, mucime (.1 �- - , ,, 1 2 ,/� I __!t . -;;;-- -,c_� i;;-)- --, - - - - t_ - " s IXP -1 ��,�. i�;��D'j OK) ­--i ­ __­_ - 1/2 __ - - , I p __ - __ . #MIML EU ONE MVXW FAcm - -­ - __ -1 iI�� - - __ __ - - 2i __ - ___ - I __ -d I - I/,-' ___ ­ - ____ - . I I - . .-.-- . __ - _ __3' ., .- - __ -, ­­1 - ,O0 _ , - . I - - - �� . - , I. - - " ___ 1. - - -1 &-, r-11-1. I -41) i - + REOURES MR. DISTANCE BETWEEN BOTTOM OF' PANEL : _ it/? - I AND (2) I,) BE i/2' 0 - -I ma, F4,-�-o Ii I r + + qrouiREs ANIt. otvmu ImErwrEN BOTTOM OF port O 0 To BE 31,ir ILI Llvm* r7 I is., Hurricane -- .-- F--"-,--- - COMPONENTS FOR REGULAR, LIFE SAFEIY A E-Z HANG STORM EANEL SYSTEMS I (SCALE 112- 1 -) - - - " "7$ . (TOTAL WIDTH) - - - 2 ISY' - - ___ I� 500- (EFFECTIVE WIDTH) ­_ I -� - 10, 1 ,110­201� I I 2w_ - 750, - Swu :I '11, - a 1/4, �Tw ) - I '37 *__ To Mou a ,w_ , - 00 "'t ,I I � - I - '250, - I ,DID. be- ,- 0111,10- I 0 12 :r cc - , 3�0' - - 1.110' - 3�0 - I- a III ft RUVENSVO) ,Do-, .-- :I.wo- , - I , , I ' - - --I I I I I I i f.Ao. I t I 7 I f4O - , I ---\\\ 'L, , I � I ; [__­_.___,ul 0 Data. 5 .25O . �, __\- " 1 3 375' . 4� , 6 IL . I ST. � .EMM. GALAMIZED 6.,, � � 1 4 671' ­ . 1 OO : 11 0 024' WK THrX I 4;� I . -11 7 r 1�7_1 EDGE Typ L 2.0w, .084' , IF. I DIV , I 250- 1 I-L i NE"m . - . - -.,25' I --A i G" I 4!7%-. .. EDGC 1 I OS.* 1_1�500­ 125' I DETAIL A IFEE ,�� - - "I ,, ,=_/ _ _ � ------ -A I `YP M PANEL - 1.350, - OCT411 A - -1 I , 375' ; , ,K,_j 1 I - - L 2000' - I I 350-j T I ' - 2,357, - PANEL 9OU &C INSTALLED ALWAYS FROM LEFT TO FIGHT W/ 112* a AT CARD AT LEFT SOC OF PANEL (�) `PH' HEADE (�) -F- TUG (�) ANQLE WITH STU ' - -,- �. _,�' 1.� �., TV TOP EDGE 0.024- (") po'k I I FAMU'S ENE' LIP _., 1� I ,� I �O` GALVANIZED SliEk , m, ..270' - i I I W/ Hl"m mar ,_', ��. ,- �__� 11 - � I j I 1:1r � PANEL . � ) , - I - PAr I 'l I ". I �� 11 - i - � . / ' - " I "., . "o. I � - ' - ' ' - ,,- (, ',� I .1, I - �7!,_, � , - " ,7, ?00, " - ' I , . �'�_� __��____ , M' ----.,- i I i i , I . 0 375*� 1 ,I­,,,�C,�, : - ! �'! I 0 , - ` -I- - ____ _.-, I . /I 0.2.� -,__,__- I '07* . 625'1 � 1 1 �- I � I - 259" - ,�,' HEMMIrk _ . 00 a O' 11 -_� - I I ��_�_11 !200- � ;: PANEL �'/ . - " -,, ,,,i&� OR (90 . - ;�2"_* - 211- - -, 11 1-1 I 4, ISOMETRIC VIEW DEIAIL A '33" . , ; , - �� i I ", 2-�O'l 957" 1 ROUNDED CORNER. 0 ENDS OF PANEL'% I, �i , - w. ot,t* I. q ( END LIP W/ HEMMED EUCE I - 1.6)s- -1 zS; "'.. - ; I ' __­ (N IS) 375' - - BOTTOM AUAG-J I ___, --I-" 2zoo' I I �11. � 011 � R I DDa OF FAMEL - 7-- - 3 750* jj , TV II (�) KEY HOLE MHE 1r, 3105-14154 ALUM ALLOY (�) KEY HOLE AT PANE I 01 7 2-' 1- 2 '24 . . I .SEE 5.01 6 PC I __ 1 - 150-- ..�, I - ,Wqxnai W vie�lzl. -,,T I ,.� � �� I 09,- l2tl' - - - - � OACY VALID FOR INSTALLATIONS INTO Q ! 1 I I (�) SUM-2LIX (TIP ) wow Sm-CIPPES , i I ,. , A ,�qi I 250* I I i MAX-LEMM I . I ISA . ,� 1-2 OQ(T - � 000' , ,.- � !- - 193- . ,coo-1] . ­- - 2'.. - I 125 I. I's . . � iTYPj I - ) , . 050,0 I- . 1 750' 250% - I I : (TY1P ) I(�) REV, -II- HEADE (�) -U- HEADER 0C � - I' WIN TO 5' Mit. - I AV - 2�000' - j I (0� SLEEVE 1 MAX, LEMOH 0 @ ANGLE ....... (9 'J' IRAQ (�� rA91-MAHM � - 3 000' 6061-76 AL401 . 11 F.N/1.1;1\1 0 114" WIDE) , . - : 174* ­ IM' - - -.2cc: III, A� I I I I 1 .082 . _�� , (USE ONLY FOR E-Z HANG STORM PANEL ,I,- Et., - y,-4��'- " � � --� I ­- MIN - -�_ � .� � . . � . �C,Elilj '--!'�%,, SYSTEM) 6065-76 ALUJIL ALLOY �� �7 %_ I I. � . I I � .. " I - ' t : No. . z FLORIDA BUILDING CODE (Non W2h Velocity Hur Icons Zone) 87 [� 44167 . . 2 wo. I GO i�'. I "'Ir. - I I '2'� - OF -11 a .Is te 0 '56 - i " � * . * : * z d� 11, PP. I I I 1, - .2m FAF`R`L - I � 24 GAGE GALVANIZED STEEL STORM PANEL : I I � : - ORANK Eff D88" '20 � � I , [ 7�121' ;�.* 7 I i � 11 -!�-, - - _� i I (TYP L - I - I 050' -- ,� 250 S STATE OF ` - , Is. SEE SECTIONS - _ I I.. - 2DOD* - I I - �. ,F 0 - -, ""' � , MIN, .-ft,w-t.. - _�i� �, VOE - - � � �_,_ ;,f 11LIEC 0 imc. \ GLOBAL PROTECTION PRODUCTS- LLC- � , __ - - "m tA 5, STFW 204, " � , Mi-QzwKrANXXNE­-aA­ . n- 1"14 , ---A ... 20-175 ,,,7,7,�,,�",* 4 ...... UNKAP-1- - PIP-1.1 - OgO)m-,,HA, - "xwI (103 BUILU-09T "E" (04 BUILD -OUT "I LUC g & (��O WASHERED WINGNUT �_. -_ - T. __T�_ `,A�`40`11'. S - I - (ZAMLAC 3 ALLOY) PE WAL/SGAXTURE/DKq _n it Miff 0, 't - --------- �-- isor? 2 a is 11u ���,__*=wfflm______ I i I - --- - I ."-, I , i I I . __ _ I I � __1 _____­_ - _________________________ INSIALLATION DETAILS FOR REGULAR PANEL,J': I INTQ POURED CONCRETE OR CONCRETE 8=K MUCTURES ALTERNATE CONCRETE ANCHORS LOCAP E CON' EYE ANCHORS (w SCHMCILE ON EXISTING POURED CONCRETE (SEE MDULE ON EXISTING POURED CONCRETE SHEETS 9 PHROLIGH lot OR CONCRETE BLOCK SHEETS 9 THROUGH 10) OR CONCRETE B4OCK REOLLRED `1_114, � RLQIJIRED� , I 4 I -ATERNATE LEG ,11 1, � - E ... D. I LOCA14ON CONCRETE ANCHORS : I , EXISTING, POURED - � , (SM SCHED=ULE I _ 4 i, �, " k�� CONCRETE REQUIRED , 4- I 16� ", � , ,�L I SHEETS 9 , , k I , ... - . - ­ .. I I � / -, *1 I � , I I 11 _ , � ­ - - - 4-11, Vla� ANNATI - - ------- . I p, I I � v- - ., I ., ,,IE�t� Q, - -_ - - I'll - � I - 11 . � C 112 i ,� , , .1 I 1 1 , �� , ,,�'. 11 . _ , , _1 , � "I 11 ., � "/4, 1 INNUDD, F" ,K,`E,,` OR 1 1/4 11 I I � �� � 'j­_I' I ii� - .1 - � I - - ____ ____ - - - MAX CONCRETE ANCHORS ': I .--- . - - 0 12 1/2' oc � 11 I ". -_ � I M`Fx1 I I I -1 I I (SEE SCHEDULE ON , , ., , I i I --- I - I SHEETS 9 T`ROUO� 10) I *= F - , � ED " 4 - � I ."- . : : I I I " 0- � , � � I 1�_ -1 E.D -' .. I " A 0 . I/C I IT . I "L, M_ : I i i �.� : '' � I PANEL LENCIN r, , � � � i I I I : r I-ING - .� ­ .1 I I (SEE SCHEDULE / - ED I � I E --1_:. (111, I., I I : " C I I ill min� I "� , . 2`Z,70(p �, , : SEPARATION I J , r j� FOR : I ! 4 Sna�.p - ,'�� � . - , i tJ I - & SCHEDULE I I , ME�rAA I 1, I .1 i ON SHEETS , . ,A FS& : I I,, 9 h 'a t .4 ­v I I MRIAmMix IA - LASS I : I ". * V, . f ,�,, SPACER 11.1 I I UAWH 3ER r-el A l5a SCZU�� 9 ON SPI 3) : It 1. *I, w I I M 0, M., � : IVIIX�'o .,, KI.II : I - f wrim- I I I SHIET :E , � - "', PANEL LDX`7H , ; i�--X`�,, I , i I uwc�N - 'On ,I 11 11 ME SCHFD IL i I PANEL LENGTH " . � , ON SHFFT 31 1 � (SEE SCHEWLE SEOAAA , TION I EXIS -1 ON SVEE, 3) EX,ST,N&_I I i I , I ` T"11j, � t�, 1: �� I, . GLASS I I ­1 TO GLASS, , � 1. " I I I , I 0( ; I I DI I 11 . � I I -1 I SET SCHEDULE � I I I 11 - It - ON SHEET 3) ." - ; ' ' 1'r "Ott . ; A Or V 14, . I : r , _F L I I - A, , 1 1 1 IF I I; VAX I � MAX ; � : � I I : i4� I I . , ( . . : f I � i I : I .. I r E so% I -, " I 14 E-D I E, 1: _ SPACER _ Of V I I L;�) : I* i2 i/2- C"C : I I --- -1 I I O I U0,14 : ,I MAX �___�� I j 9 I I "I -1 I t I F17__�I I 1�� --- I . Is I ,,r.'V­NA" I HM OXCE _q ,:::---) : ( i sai� . A 0 1/1' DE ­­ - � � � � I I I 11 ��, CONCRETE ANCHORS ­7 I - CONCRETE ANCHORS I � I - I I ,� I "I � , 4 ____L_1 ! INC PO LIRE , I I - (SEE SC�EOUU ON � I (SEE SCHMLE ON ""S' 0 �, �_ � - I 1, I --' __ . - 11 I SOECTS 9 TI I , CONCRETE , � �10 - I . : EDGE OF IGH to _Ac SHEETS 9 THROUGH 10) j�j';2 '/a- I-ONG VAX ALUMINUM I , WALL CA SLAB I I 1 REOUIRM - - , I (AL! ,DmDmON) � I . -- SPACERS 6 ED;g* O-C. VALID FOR : , � PANEL 3/4- 1 r I 14ST1 ALL DESIGN AND ;4 m Ex,STWG POURED CONCRETY PER SHEET 3 11 �16'CN,PUv19NCII 11� LENGTHS CONIC ME ANCHORS %,��,,, 1. REQUIRED. OR ,CONCRETE BLOCK SCHEDU ON FIFOLARED #�, I* MAY LONG kUMINUM SPAC 0 (SEE R LE M to) - SHEETS 9 THROUGH _ C DL __ 12 1/2* 0 C. (SEE TABLE 01 ON SiHms 9 & io) CEILING AND-2 MOUNTING BUILDiffi,MNTING WALL MOUNTING /DIR w/SP&QvmJJL" SWINK wm SCALE 3,18. I' SCALE 3/6-1* SCALE 3/8-1, I , . 11"IIIIIIII71117211 ... ... ...... I , . . r .. � . � \c NSI, . � � v , , FLORIDA BUILDING CODE (Non Ni2h VI HurriCone Zone) z . P)P,R RLFEW. - 0. 44167 '. 1 24 GAGE GALVANIZED S = :: - Ts I i * I . I!i� fQ&SLQmdw6DQN__QF__uGTI1QN� i ,�... * �' --- -, / \ \ GLOBAL PROTECTION PRODUCTS, LLC.1 01/27/11toa E-D. -( EDGE DISTIANCE � - . STATE O�,�: 4� - IECOINC . �� SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE I PC". It I 11 .606 S. ,II STItm I - " -1- ILF51. SHEETS 9 & 10) ,�,,, A-_- --- ... ------D - - FE. COMBINED IN ANY WAf TO SUIT ANY - �--�'&/5/ - -175 A 20 I I , I, PHONE: ,oO I 'm ,it - AK It: . ..... - )sse-IIHIL - fw)�-on, . - ", -, 1, - -------- T INSTALLATION, UT'vp_ ,, - �=­_ --.-I - ___ - r. r#,nIWaj#y-/,KRAW�j7 ,� VALTER A, PILLM - PC IT , . . I FLOW0, UI 4 .I" I , I ; I -. I � I ­_ _________,____________. -_ I I - - - INSTALLATION DETAIL$ EOR SERIES 2000 _& 1000 E Z HANG STQRM_±A_NEje,__j) INTO EXISTING WOOD STRUCTURES - ----+----T-- - V", k,,C SC�tft . 15, 0 C .1 � , I I - - I �� � �/2' .1 PFW,ADfD PENE"FAITOP -_ ,3) 2"., 1 -1 7 �� ,;A'. 1,IE �,M 0 t I' I' .1 � - ,,, CA-, RAV HCAO." "' REO0 , , I - I - H" irf.'O !/-",_� SO-EWS 0 6' I ." 4, � � 11 I/:' III— IFI.F.Dir' rf.t7i`KI�IIH 1 1 . FIAT - - (DC" t ,7 III, TOPLADEC PrKE­FKTI0t, 11 , I - F� fl`,"�, .� .0CIER t___T__ - �-� -T- - I - ____4__ - TO L-tIO-1, I 1EADER , - 5 . 0, , ��A, r-i ___T�. Ili- - r- I i I h T / '_ is CA LY, cro M, j ; i I I I j., J-1. L 6I � i I F , I " � �­ `4 - I .ic*mWnk j I " 1 1 , "_ !/ K-1 r I ­C4,j , � , , , '! � � - O - t 11 - I 1 I, � , , I -;I- mAL- i ,," I . I 0 I- �� . 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WPIX, PCXTE RCOPXA�il ALTERN IYE 2N i FLAIS WA � E., , , I , g�a!a "' , - 'K, , .. .00IC� RAT CA � ,� '1;4'­" SCALE Tt -CQ"""" - ` �' � �_ ALTERNATIVE 1 N - I I - � - - , ­ -- su',.,/-�-­ i i BUIL5��ING 'I Tj ,� -, i .. .... - FLOOR TO CEILING MOUNJING ugul ALTERNATIVE 4"W I -_�� I INSTALLATION I �WIIALLAIXI.s WE CIA, 1�1� FOR AIEF,D�I"Gs sr" A � C DE5�G,, _OAV, � �CIIC 11;I_.` )P IC �"E 0 `5 I .11 - PAPE, � LENI �,R` 11 C ` - I[,* ,j ___ � I "'I.17 ......... 1, ERHADVE VW "' 2 i I ` .,,,�,W, -.�!Q t", I,,--,- 2 1 NEW WOOD IRAME CvIS11.1111T.ION WOI MEW"S ID of `I��11­�,., 3 .L_ - I 't ' 'OENSITY It *� --tis APE N_- , ./ IPECIPC . Or C, 5� OR tOuA, I � I �, , ­,\r�E i--��--- I - 11 .1 z . . � FLORIDA BUILDING CODE (Wigh ViI HM,,;.nnK ZOH,I z NoI : 167 7 1 140. I-M - I __ ! 140� 4; I - ___ - VE FPV11rA`, , Cr , PAR @ FT 'OP . T z *: - z 1 20 GAGE GALVANIZED STEE� STORM PANE, IF K,E, * F.'Ift I 1M. AT - - - , 11 : * � 'AS-1 11�a m : I z . " v �,P �_��, -_ _�_ I I -.,,,;-e ��"-.',I"` _;;.DUCT1, I11w OR 200,1 I 2f IFOLUREP I -:�', STAT OF, - , , .- � _�_ . I - \ GLOBAL PROTE f . - _ - - - �� __ ,� � 4 11LIECOm. \ CTION LFCf `toF 4A DIIi, � - , Z-11axIONS j I r TOP HEADER M"Aw-, - -1wr/1 , .w. .. 5. `R`Nv 60 50/0;�' ­A,&­­n TiCut IMPH, IF EH,Pwt .4, H. _­­ -,,,,,,, , .� - - ., _­ FIN, . - - __ . 1_1 (­­. 1. _.� � W CCIVE.W-1 I - , - I _��'11­"­_'il 20- 176 I ,� - �,�, - - I I t - ,"- ­­ - (INIP-A.I. I . - t"AI LAMP " �,� M-11 �1 __1 Saftf. I/. . I R, ­�;I. - knff� I IF .... ",HT �,F- Im" 10, 5 IO& ,I_AP�l - IF "11-1-11IT"T I., ITR A TIP �, F, . . - , � - - - =_L�m I- I __ __. ­_ - MAXIMUM A.S.D. RATING ip.s.,L) AND ORRESPONOING 2/4 16,1/4. 3/4, 4/5, 5/5 & 6/5 MAXIMUM SINGLE PANEL CI) LEN19IH "L* SCHEDULE ONLY FOR REGULAR STORM ANCHORS (SEE SCHTSULE ON _]VIINI 2W/6, 3W/7 & 4W/7 C9tjCjtEM QOHOLIE BLOCK & WOOD (T) -3- vAx_ 1 3' MAY - � 1, MIN _MEE75 9. 10 *11) --I, uft- ___ - __ __ ___­___­ __ __ I----- . SINGLE PANELSQ) UN --j-'Lum I . 0 =_ - --- - a --­---------- a -----4 i AT__1Qp_0BLkQTjQm * E"D_WML1RACA1__LL_JAC._j3_A__a QR D.M.-(�)- (�), (j) j f- -7 , , - __ -1 __ _� - I- v 11 .1 E­ - I - - - 17 .- -T - r- -I- 7 - -. - -- -, -1 I I I . � --- - � fflm_xm&�� - .1atilvo - -I -i ­1 - '----'---- -----'-- -- ---r �1 -7--r-­ �__7___ -,-, r �7 -7- " MAXIMUM PANEL LENGTW MAXIMUM PANEL LENGTH (�). @ .1 9 . � : , I I � ; - I ! I 1 r . t � . I . I � I I , � � :� 1 "L+" OR "L- " (ft.) 0 mimmum .S.D DESIGN PRESSURE RATING CONCRETE & WOOD INSTALLATIONS t (P.. 11) I. R, -) __ L; _T_L`__ ___ 70.0 I 'I 12'-O' ___ I— ­­1 25�O __ tz.-�7_ -It`__8_,__ __ _ jaa­_ - ?i7a;�� - _1____­_ I * 9' ---. - -.1--V LO.-2* 11 - -1, -,-- - - - �itoo__ - _2�71w, po� I' - - 9--it" - ,.,- -, "5 a-- - - - _v_6_-__ _____fi_,-_q_"__ - - - scic - 9,_1. - i_.. - - - - _N54 81-71 a' -,a' - 60,0 - d' 5' � ,.-7. - Rio I &'-a' - 7 - I ., - I . 70.0 � I 7 1 -I- �;-O- - - 11-0- __ - T-50 - - - i--T-- '. - I ­­­.- Sao - - ---.--- C-2* 'I-,. __ ____ aa 0 ___ - - - - -,--- dr-151 ...... ­ 904 _r_O1__ - 6--itI-_ - - __ 6-2-, - ___ - ___ �S.i 6-91 - , II - - ___ ­ I - - 100.0 ___ - - - - 6--5- � ______._ �-w _____;�.O__ - __ W__J� - 57-9- -1 ­­­ - -_ - - I I - - __ - - I - 5'-7* - - - ­L01 ______ 11.110 --.-- _ - - - - --- - 37__W; - - I _5`5' ­ __ I- __ __ "I L_ f9e __ ___ - . "L+" OR 'L-" (ft.) 0 MAXIMUM kSD DES" PRESSURE RATWO CONCRETE & WOOD INSIALIATIONS f (P.. r.) J+ III, -) --- L* ---'- - - L­ _v 0 14�4* ".-a- - ____ __ 250 - _ 12'-10* ___ - ________ If'-7' -_ -_ ___ ____ 30.0 If'-$' --- '11-7* - ... ­ __ ,;----. - _,ii_ I _. _____ 10�10* - 11-9. - -;�_�; - __ -,-,- -00 - ,F-;-- a.-,. __ - _8_;�__ �- � -III.S.-a- __ - - Soo ­ - . a'- 7 . -1 . - 0 �_, , - 550 - - __ #*-J' __ __ 7,-r __ __ - 60 O .. ­­_ . III - . __ I 1'_51 ­ - -1--­ a5v - - - ?'-a' ­ 7'- 2' __ - - _ 7v 0 - ,�; �_ - I— , s - It _. ______.______ __ ---. , I.-JI. -1- ___ - a*-&* � I . - �ISO __1 � __ - - - - ­ - 7--o. -1 - ��-5_-� - . _490.0 _ _ 85,0 __ 7-0, I- - 6'-3* _6� _ __ - 900 _ ___ - _i��,� -I- __ , __ - - - 950 -----. - - -"_4� " --U'-7' - _1�-� - 6, _3* ' ­_ -w- ____ , 0____ ._i� -, $ .___ S. .. ___ ­ ___Ta0 ____ MO --------, - ______ __ 17; j I __ ­_ , Ili MINIMUM MRARAT,ON TO GLASS SCHEDULE MAXIMUM PANEL LICINGO4 __ ______ _______ "No SPEED `� 170 "'" I WIND SPEED > 170 ­01, I (K) _- ----I- � UNRESTRAINED ; RESTRAINED L1N:!F1I1D I R!!�tl*E, _ 30 09 IESS _ I . : I. j EI ,._ . - > TO go --i- I_- ____ . 1, `� I 1 112- 1 7 ,/2, -----�7-­ - ___.__ ?_______,__ I i 1 7 :�OL_�, 7 _1��2 ­ __ _nFl- - - _ : _ j F.-,C-­Tz- - - 1 'I.5 TO ,6&.4- I. - j 7 1/2- i U11MIURILd PANF1 tFUCTM firil FOR A GIVEN MOUNTING CONDITION - ____ ____ T DIRECT - . . I I � , W" r . , , 5-iii's � 1 "' ib�o I, 'r TRAI 1 ,�-=vq TO wlom� �To I MOUNT , ER � " ! .. : I STUD . MEET 1 I I TWA . 1 , Aiw I ; iwAms C _= I - : DIRECT MoORT, At, j u: : 32- I 35. j 55 " 1 so- , w. � -1 _. ________._­., - 7��, 5-* STUD ,--,------ ___ __ ."'. -----, 55* I -- - --� _ ---,_-------- 32* I � 32* I - __ t- f 42' _ ; _�_____ - 67' ___4____ ___­ � SO- 1 --- 60- k,4� 3 , 'E" TRACK ---,r-- -4;�- ­ " §Ga OUT 1� C,o, 50* 1 32' i 32* T-40- � , I '. 6D : � Sa* I SET ��� �, --------- - - - ­­ , , I , -at" � I i I ST L I � - -12 _ -1 , I 32 I ... ­ ___­ � 38- � - _,____ 6o- _ - � I i _7 - 56 I 9 3 8 . � I � . ! t . . . .1 � � , z i I I � � , � , I I . . . I �____,,___j 1� ___1 --- f ,�� � 1 I i : I i I __ � : I � IT 1 11 , f *: - I - i I + I i i , . I I I � � , , A I I w . 1 1 , I I ! - I I f ; , i , � I � " � I , I I - I I � , I 1 i I I � I I I ! � � I : � � � � ; , � � I � 14r 1 �_� I ;- � I ; I L a I : I I UNBOLTED PANELS ' I I I : , I � , I I I : ! I r ,1 � ; I � - I - 1 - i ,;* : !- I I .--- - I : � � SOLVED PANELS W1 .IL/40-2 I . . � `��. g SS RI RDLt W/ * EA. I : � (SEE SECTIONS AS ; 1 , APPLICABLE) I � i � , � I , I I � � : j � i I � : � I I . � : I � . I I I . ! : ; � ! 1 i I � 0 (SEE SECTIONS AS APPLICABLE) i� I r � i I . � f I I � ; �, � . t I I � c I I f : I i : � � � . 1 : I � : I I . . , I � � I I L � I : z I I I I � I I � � ! I : , � : i I � I � ; � . I I I � � � I : I : � I I j I : I I I i I . � I I � 1 � � D.M.. 30. (�)- � ; I I I I : ' - I � � . I i I : . I � I 1 : :1 I I . 1 : I __ _­ - - ,�! I I I � I � I I � ! I I I � I ; i I i - � I I � - - 'I - -I! �j! ; ��; ! 0, � �*,� 1 Iiii;.� i*� i 0 i k­ � ! �Hl 1 I ,q @a - - m 3 �__ - .e� - ��j sons�msm I __0_ Wo"d I 3' MAX I - MIN 2/4 + 4. 3/4, 4/5. 5_/5 & 6/5- I. MIN -*W/I 2W/6, 3W/7 & 4W/7 - ANCHORS ISIE SCHEDULE ON SHEETS 9. 10 &I0 ­ _ " L � 1 .) ELEVATION 2m7* N'T S, ,/-' M., GAP - - (AM. OARAP -1 IWIDLE IIAILLEY) � '. __j I I J, Ll I - --- _J, I - \-", - .- - -_ ____ -_ � ­1 � - - 7`0�,_ ------,-, ­ -----,-' - I-- ­ - - �_ __ - --- --'- _.._7/=N1 7/`W`\ ­_ 1 MAX GAP -T--,- �_ I �I _� � _�� . . � SECTION A -A PIT S. , , ,,� " 1 �� � i - .� NOTM. i D(I) E+ MAXIMUM ALLOWABLE PANEL UENOTH MA A OWN POSTINE XSa DESIGN 40AD NEL SO, DESIGN LOAD. i � (2) PROCEDURE TO DETTIONNE MAMQW PANEL LIENUIVIL. I GNEN A VCSqNE A.Sa DESIGN LOAD, DETERMINE LANAM" PANE- LENGTH 'L-* FROM SCHEDULE - I GIVEN A NEGATIVE ALSO DESIGN LOAD DETERMINE MAMMUM PAN41 LENGTH 'L-' FROM SCHEDULE FINAL "ALINAN ALLOWABLE PANEL LENGTH IS EQUAL TO *14 M814.1 DETERMINED PANEL LENOVIN BETWEEN %.' AND 'L-'. 1 (3) SEE SCHEDULE BELOW FOR itik PANEL LENGTH MR POROSITY OLIALIFCATION, t INSTALLATIONS INTO WOOD ARE UMIT,IED TO � 95 0.0 I MAX A.S,D DES04 :-I �­_ � � p q, to & "r DIESXGN LOADS k NIAX PANII 17�116 FOR 4 1 N SPACER STOkSD , � . '.7 . � , . . i, .- ... �IuN -- `� . . . L""' FLORIDA SUI ING CODE (Non WRIT Velocity Hurricane Zone) . ITN IF 'I- : Is. : : * - o -, ._ O. 44167 ', I PKOO NO1101 - 24 GAGE MVANIZED STEEL STORM PANEL 11 Oon, III, . ,:�`,. : C TIT . * . * - -- ,�.* F___ I- 7� �� �_ . TATE 0; '�f_- �__--.--�,/ 0 - t): ,I� FIVA . \ 11LIECO... GLOBAL PROTECTION PRODUCTS. LLC. \ - 07127/Mb DATE �-,�-- I es1_1 _� - , - _ I - ON . , " k , Ii _ , ORION . �.. , _ -tt" x DAUT TES3 Aso. S.� 5, " .0 is E........ c6WA-my --- DAMIL D. �151-, ___�111111" _ . 20-175 " - '111141 K . . , _ , 1. �4 ' , �il'�'�4'1 , , IF - &t.-IM pow, - PHom: cv,H>_-_� - ,-)--"$, - - I . E � to - , - .., - . - - , " fill"foIWVW--- .� _ I WEER A. OU11 - At . "04c, I. #,-I, A 1- I -# I I Iaf!� , - I or n, I � .---- -_ I_____-____,___-__ I .---i INSTALLAI10 DEIAILS F-OR REGULAR::j���1� I INTO WOOD STRUCTURE$ � I I - f - � I - - It M� - - _� ---I � I ,1_1� I __ ___ _____ If- ___ ___4 1 SEPARATION J I IL " i 1� WOOD ARCHKR`S I - TO GLASS. I 1 1 � - '; : (SEE SCHEDULE I1`EV_TXII. I . (SEE SCHEDULE CA i I 1 4��, v--_:o,,- I i I SHEET I 7) I , Kes, mn I ON SHEET 3) IL - @ I ! ATSAMLd ! I IS � i . It I/.. OC I _ IFIr I - � , _ fvsF RIA - 1____1_____ T­--- J-­, ; I I . . , I q LociN " r-C, I I I , � i - � I .1 :: -1 CLASS 9_� I P I i I I � Ex'sliq I ." mC. WOOD HEADER 1 1 I I MCPOR5 4� I � I ,_, I , _ I _ WOOD I _t __ . i (SET SCHEDULE REQUIRED I i i I _ I I I tsu SCHEDULE ON I 11 � f I -_ - , ON SHEET 11WOk � I I/.. I 11 - - � I 11) I at I I I I SHEET - I 4 SPACER � � 41imulledROT- MA), _i,K� - Sas , R#365400md�t I 1, : - I *L' I I _�'f� OF � � I I k L__; SPACER I . ,I I , I I - LENGTH I : I � I � I 1 I _ WOOD HEADER _1 . I 1 2* � . I REQUIRED 1 2. i I : t TO: I ­___4 1 i 1 Ni 1 , I I f� It. - I I �� i I I . I W.P. I �c , e a I . ­ 11. - ::::::I � � - - I � i,- !,�, ED I . I ____._ I - 11 --- - I , I ­ , -------,4 -_ -__A I . i I I , � ,-- - � i I f I ! I I @1' MAX� LONG ALUMIALIV SPACM 0 - _ L2 I I I I I I 0 C (SEE TABLE #1 ON SHEET 11 � � I As, I- ,, - I � I � �V i I SEE NOTE " BELOW FOR OMPATICRYS FOR I 'L, I - . . MAX I MAX I ; 1 1/2' ECK SLEEVFS_ i I SEPARATION � I - I ,I , � i6 ! I I-- GLASS I R.L LENGTH I : PAINE, UENGD, I , (SEE j SoiLouty i I SCHEDO, I I (SEFEL (SEE I 3) 0 SCHEDULE I I ! i � PANEL MAIE FEVALF 10 ON PANEL MATE ON SHE I I � ON SHEEI 3) I I I I 1j1­_I' ON SHEET 31 t PLCI ISEE SCII.11 OR SHECT M i I I � t . , r I �SEA% I I � I - , I I i ,�� I I � : AT DA,*�q I , .1 �, ; I 'a %X� =No I SI MA'FON I 1. -e) _ _ -, TO OL. I I I 2'.-' WOOD ! EXISTING PLAIT V?EOULAU) i( 1, I -1 , , I � i GLASS I i- (SEE SCHEDULE -1 � , : I I ON SHEET 5) : "! : , DIRECT MOU1141 / SPACER I -I I !, � i I I 01 ALTERNATIA 2W' - I . I i ;� ; - r � , - � -� ' If -* I � . : I I&A SCAIL 3/8 " �, 1 -_ I 'I I I - - I I I Sox � I_ - --- 0 ,2 J12� oc SEF TABLE #1 ON SHEET I FOR MAX, PANEL tENGTHS 4e I I I C 11, - a , I MAX AS.O DESIGN LOADS FOR THIS INSTALLATION i 11 , � I so : I I I MAX i �- -, - , I' I f �� 1 ��.4L -_ 4 � I I � ___ __ �It, - ! -1 I - - -.--. - 3 4- , 0 I 2 1/2' O r I 'iL ___1 P __I i (�' . --- ­­____ ­­ __ ___­ __ ­_ __ ­ - � ­ I . 1 4 1 i � E� I ; � I I 0 I * * ham � . I A i I., , *OCO ANCHORS � 'T I T I , I I I - ,U I . Ea I _ I I STAGGERED */ S i1r LOW Irt I , i I i (SEE SCHEDULE ONE' SPACER AX II NICE I i � ____JE.__ _�_ I I i �__ : I I i. ­_ - __ __ ___ __ __ - - ­ I SHEET I') I (I� WoULATION IS UWM To A OME � sUILDINDS � tT-W --- i I I � � I i I � 2'.., WOOD i . *am I MAX W� ROOF HOW 010 5 A RESTIOCTION FROM Aliff OALDING 40" OURAIDMI ANXIMATED ON IMEET I 1). PLATE REQUIRED -1 WOOD ANCHORS � � � � I I : - - _ I I ,_ I- ION. StAmmato. TO i ' I R" 'MWA,m : j :1 , .4 : O`o WOOD I I STAGGERED w STU ' ON SNEET 3 MAY SE � I PLATE REQUIRED : (2) ANONORS DOING nAU ONAPOMENT M (PANEL UNIT FEMALE TO OR i � D I (SEE SCHEDI ON ARE I L I - . AS THE 'A=`=.,%Ak"'A` -14M .It -UM SHALL ME WNINED MAXFWAAI� AT 6 F/ii" OC. I : i SHEET Ili 00.PM NI CITHS, 6 A RESTRYMON PROM 12 1/2' IOC SPACIMIT ALLOWED ON 1 ; i � I I I � : SHEETS) 1 l � (I) MAXIMUM ASO DES" PRMSM I RATIMS a -60, -65 ­I� 1 (3) MAIL 24 CA" INNEL LEMAN OF 4AMM TO "' 9 ANY DPDM I [ I III) MAXORAV SrORN PAMEL UPRON IS I (INS 6 A AMn� FROM L� PAM LINTIVIS AEUDWW ON .1 I SONEOMET SHW ") WALL MOUNTING I DIRECT MOUNT � I 71* I � ' ALTERNOVE 2 1 1/2 LOW, VACER CMWCKW #1A SHALL BE AS INDICATED ON (4) WA" mouffING � III) mam PANEL minALLUArom as Y : SOWET'j, OVALLATION Or 1 IWO " EXISTING *= rRAME WALL SCALE 3/6-1- � , j1r LOW IPAI NA Is ONLY ALTERNATIVE I , : WUD MR "NO � 1. AND 3 a mrmw w � i E-IM srmiow AND INE i SCALE 3/8-1* 1 t.) AMTAUUFTID. WILD MY FOR WAID . 0I.Dm cow :Iiao (Ts, EDX"DNO or TNE VUIIWA zvmm E, . . 3 AN ASOM E O"M � 190II I ___ ___ ___ � _._,_____________ . " �:. !,.�4�N/�\ I _____ -,. - - - _. - -, ­_­__­_-__ - - .,,. . i 1.01 !/ . _ , .. .,q Nom, I If .. �\CEN .$i 4� FLORIDA BUILDING CODE (Non High Velocity Hur !cone Zone) - . I I 3i NOTE _,FQR_CQMRINAIJ9.b_Qf_=%ku I INSTALLATION ARE ONLY VAL'U FOR VAX, ASO f :: No. 44167 ". 1 `N,020 KISCO, -1 24 GAGE GALVANIZED SEEL STORM PANEL EA. DESIGN PRESSURE RATING (p it I) AND PAN' ,; LENGTHS x * . - ' ONAPA a, , z q * . * E 70P & BOTTOM MOUNItNGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z . " " 1011/30m, : " �L'( COMBINED IN ANY WAY TO SUIT ANY AITERNATE 2W') � I`. STATE OF-L- q�_-,�mII_ I / L - _ , , ____ , IL JE CO.... OBAL PROTECTION PRODUCTS. LLC. wr � -0;, ..,I - / *.Ctm"qnpni ��.51� __.... - , INSTALLATION IF __ __­ 7 - &�-, :",�omo", -a wt�_& , , OA.r F1 =,, _­ - - . - . . 2 VCR NEW WOOD FRAME CONSIRUCTION� WOOD . , "r J,Ht,W-an, 20-175 IS- ....... , e.*­LIP _.. I P,M 'PH N1. Too.-MIC 1. FINN ­., I Am- I MEMBERS - 04 SOUTHERN PINE No 2, W/ SPEcinc - ' - I PIAWAO. ' i,t',,' .AL ii I 55 ,�� �DPNFIHI . - - I DENS. .1 OR EQUAL, I .W " TtIPE/oKxT NM,. zl"Iur" - - - �zm I I ! ___ _. PLONTIA 1. III A,6,1- IP!,�,i . 110117 . OF UV I I I ____ I------"----- --.----.---.------,------�--------,------ i i i I ! ic) 19 IJISL21�2AQ"__wN, SPECLI& DflAY111--!L� _=,"._ Pl���!T ��'Z�`,,- ,rVALU,At*N I D,0MM`ENI �F- i r,) HAS BEEN VERIFIED FOR COMPLIANCE IN A�,COPoAF,CL - I /4'0 IAFCON ANCHORS, AS M~M71URIM BY I I W BUILDEX, INC I I WTH tHt 2020 ;7th L-WION) of THL FLORIDA RLI CODE NIS SMRM PANEL SHAII NOT BE INSTALLED AT NIGH - #�4-10 PANEIMATE FEMALE ID AND PANELMATE: PLUS AIIICHORS, Al-, NIANUFAC71LRED BY tLCO �0,167RUCfIUN PR9Qi.K.IS i I VE-10I HURRICANE ZONIES (MIAN11- DAD' / SROWARD COUNrIES) - 1/4"', (AC SCREWS PER VILUS I 609 or THE ABOVE MENTIONED i'(CFE FOR A RASC WINE - /10�0 . 5/8' WOOD FJ$H,W,, �, Cj�,TkfB�JIED BY ALL POINT 5�RFW BOI=', & SPFCIkTf rO DISIGN WNV LOADS SNALt BE CETERMINED AS PER SE­DN I I : � _PEJED AS REQIjJFaC BY THE JURISDICTION WHERE STORM PANEL WEt ELE INSTALLED. AND TOP A DFIEMOkALITY FACTOR I K,­QB5, USING AS(1 7-46 AND, SHAI NO E-tED INf MALILMUM (ASD) DESION PIRIESSLIRC RM)4'.S !ND+CAT.V) ON 5HE0S C 1� MINIMUM TFIREADEO PENETRATION :N11 WOOD CIF TAPrON ANCHORS SHA�. BE � 1,'7' AND 2' FOR ExtV PANE'MARIC FL- � 3. 9 TPIRU 12 & I 7. 18 ANC PANELMALE FEMALE a IN DPOFP In VERIRY 14E ASCAIS CCPOIRION, OC-NALFF DESIGN WIND LOALfS DETERMINED PER ASCE 7- If SHALL K 11.1�' I PCtAFCELI TO A S U OIESIGN PRESSURE RAIING FIT KRULTIP,11FIG THEM 01 0 6 IN ORDER 10 COMITAINE DIEU IV! MAX (A S CL � � � I MR,KAJq THREADED PENETRATION CA _40 SrREW. IWO TOE *000 FRAME UNIT SHALL BE 1 1/2' w T.ffAO`FD DC5ICN PRESSURE: RATINGS INDICATED ON SHEETS �. 43 11401, 12 b 47. ft XENEIRATION INTO VuCCC SmAi-L ei CONSIDER I AS P OF H 9 OVIR THREAL I ORDER To 4FIlly tHAT ANCHORS ON i.ls P E D AS TIESTED WERE W. OVER SMESISCO. A 33% INCREASE IN At I (HiAI i S�, , i) MINIMUM EDGE DISIMCE tj� LAG SCREWS IWO WOOD "� BE A& INUICATEO IN IIS DRAWING i .C�ORDANCI.WTIN NQ� 2016 - - 0 - Ir MINI M RM PANEL S ADIOU-1 1111 -ALT -0 WIND -IT- HAS 0111 -,,,E,, IN ACC,.-O-C, AC, S,_ ,-,., , ,OF C 11 111111MUM P--- OF 11-D SU11IN1 SHALL BE 5/6 1/4 - 2V W_RfA`5 IJSiD ZHAIII BE 1 1/2 O"C NO- � TPE NI MENI-iI COOE A' PER AMERICAN TEST LAB Of 5OUT1 F'.ORiDA REPORTS 1081401�fjl ME, 0021902-09. AS SHO-C, B7UCCO EIM, AND " MINIMUM FOR WALLS WITH NO STUCCO I -CR S'STE, !2-99 & ASTM C 3W-O, STANDARDS, AND ANEPICAN 115TING LAB SOUTH FLORTIA RCRJM itilY301-10 AS PrA I TA$-.10I "D TAS-203 PROTOCOLS. ,or, Af, PEP CALCULAIDW, PERFORMED IN ACCORDMI.0 W/ SCITION I601 Or ,.[ C 5) IN CASE INA; PRECAST 1IONE, ON PRECAST,, CONCREIT PANELS, ST,JCCO OR WOOL, ROARES a FOUND OR !HE EILSTIN6 . WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STPtCIURE BEHIND S�jCH I'ANELS i Ft ,)RICA PIO11 CIVIC COVE ANCHORAIA S�U BE AS MENTONFU IN I 1) C 11 & C�4) I I A - IIIIIIIINUM EXTRUSIONS 10 RE 10--16 ALLOY -1 11"PIR 1111111-1 OTI11-,r NCjTD, SEE ,,, 2 D) ANCHOR$ BHIIL� ft INOILAI-D IOILLUMNG Alt Of THE RECOMMENDATIONS AND $PE�.,F[CARCVIS i� 'HE ANCIICR'5 MMQFAC7LR1R I I M� 1-1UMINIJU SHEET .CIA, USED ATIT 11MORCS SHkI HAVE 310-MI �RLLY 6 PANELS WAY AtSo BE 115-ALUED HORIZONTAULV F_FF-OWTNO NSTALLATION 1)"ALLS SLIOWIN M SECIION I "RI-LIGO 6 'S-IFTS. � I 4 AL� StM "tl AF-14 PANDS, '14ARL FPF�'f STRUCTURAL QUALI-,Y STEEL A574 1-053 CREADE PC VINILOM, II-60 GALYAN121r, 'HROVO ,H 6; EXC.E� THAT -fEAXRS (3 &a SNALL ",IT BE USED I �NLA ":,I " S, v " , ON Am� " � - (AVIR R "OULM), 9 I SHALI ar Ifif RESPONSIBILITY OF THE CONTRACTOR T,� VERtrY THE SOUNDNESS OF THE STXFUCTJPE WHERE SHUTTER IS TO BE ACHEM 1� INSURE PROPER ANCHORAGE THIS SELLYTES SRALL ONLY BE AT-A-.H-rn TO I�UNCREFE BLOCK ON WOOD FRAME Ato-1 SCRfW.� TO BE S7AINILFS5 ',TEEI 1--it OR 316 MST SERIFS 1,19 CORROSION RESISTANT COATEr CARBON SILEEL AS PER UIN :� � LCINCS I 1 I 5cv ff� 53 0,, YIE-IL, STRENGTH AND 00 Us TENSILE S��ENC-`H AM SHALL COI W/ F�ORIDA 2URLA)ING COUIE 54FILTION I ?-I ��­ 10 EACH RLOULAR 'tQRAA PANEL WITII LE4131LIS OVER EII AS PER SECTIONS 1 2. -. 5, 6 -0 ALIFFINAINES 1W, 3* * -W QN I ,IPEFTS A� _�, 6 & 7 RESPECFTFJ-Ly� SHALL F4AVF A LEGIBLE ME READILY VISIBU mARxm,. Nsrruc.Tm� OWNER 04 TENANT TO 1 . XISI ,CA SI,RJC�� VAXFAL�S� STImEt. WVTH I L� LKV. � IIEJ.D , EF, TO E 9OL-,, " BE &-,IN A-507 G,NVANZED VUL, ON _15 M 0 TTTR C SECURE PAINELS *;Ili APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING I ; I _' MCHORI TO WALL SP,N�l III A' FOLOMI, I f t1E INSIrALLAT" CONTRACTOR ,S FIT SEA4/��MAW AII SHIATER COM-C*fNT EOGES �CH REMAIN IN CIINTINU"�A,� CONTACT .III, I � THE BUILDING TO PRLVEIV� WIND/RAP, -NINLISION I fA) TQ T,X'Lk- PWR � . RETE INS, , EA_CQ'K,1 - 1;*'P TAPC.CN ANCHORS AS MoUFAL7GRLV Of TV RI�ILQEX, IN(; �Vi' 1 C 4,1'9? P­ � 12 STORM PANEL RNS7ALLAVON SHALL LOMTF�� WITH SPEI,'S jNIIJCATrD IN THIS DRAWING P'­$ MY OLIILLIW�,, ME ,CN I I - � ' -4' , , 7/e' CALK-Ri ANCHORS, AS MANUFACIVREU P� _W_ ' NO PROVIDED 13Y THE jtAiSD(;TICN WHERE PERMIT IS AFPL'EIO Tf, - I.-* . 3/A- SOt1D-Sf7 ANI AS 015111HIFROCT' Ill ks POINT SCREW, BUILT A EPECACT� CO �� (di 1HiTO PRODUCT OVALLUATIOV, O(NCUMENT, LFED) PREPARED BY EPS ENCINECR ' aLNERIC M�- DOES NQ- PR,':,r"R:= ,11;� f'­3IJ0O P-) .. 'FOR A V,TE SPECFEIC PVTWCCT� ,, WHERE THE SITE 16NDITY- * INS DEVIATE FROM �,� PEO 1 I 414-11) PANELVAXIF fEN,Nf IU 1, PANEI.RIATE PLIdS ANCFICJF5� AS MANUTACTURED BY ELCO CaN�!RUCIRFN PRODL,Crs - 1/4*0 jAAAC NAILIN MCHG�_, AS MANUrArTICKE) BY DEWALI� 'NC �b� CONTRACIOR 10 BE RESPONSIBLE FOR THE SELECION, PURCHASE MO INSTALLATION INCILMINIO LIE[ SAfT­ CF F1K` `RnDIJ�T I 1 EASED ON IHIS PC b PROVIDED HE/Swl, ITOEI� 401 6EVATE FROM THE CONLOONS UEIAFfu DN tHI, Ix"UmfNi � A :) MINIMUM FAISEDIMEW, OF 1APICON McHl r INTO FOUREL, CaNCRET1 SHALL Of 1 3/4 � , 'OR I 0 PANtLMAT_ ANIV CR� , 2 " I. CONSTRUCTION SAFLIf AT STE IS THE ' WRACID0`5 FIESPONSOMT! I I '­ FOR - __ --S (0 THIS PRODUCT EVALiATION DOCUMENT` ma BE rONSPERTO INVALE, IF MX,F1n I I A. 2) C.Ul IN A SOUD-SPI MKHORS 'Hki Rf EMBEDDED ?/It" PILO THE POuRtb CQNC,Rf.TF NO EMBEDMENT INTO �,� SIUCCO SFW� OF PfRMM�P 1/1' #-�v SCRCNS USED SHALL. Sf I ,,2'T ,QNO MINIMUM SHCULC pUCCC_ [,r td� SITE SPECIFIC PRWM`� StPAIL Of PREPAR D LIT A FLORIDA qE,AS7F?EU , NGINEER OR ARLHO�C­ *Hit;- WEL 9,-OAL 3�r 1 I ANE. I' MINIMUM FOR WALLS Wr� NO STUCCO, mr, MAir LIE HEALED SCRM OR ALL THREADED KRE16 4/0 OEAC', ENGINE-R I-W mcoNp fEuR,, FOR rHf PRWECT AND wVC, WILL BE p,_SPONSII FOR THE I B-1.7 WITH WIN, NUTS PROPER USE OF tHF P E 0 ENrJNEFP OF RECORD, ACTING AS A DELEGATED EN11NEEP TO IK i I E D SITE S-F(WK7 CIPAWPIGS VCR PEW* , ENOINEER, SHAI� SUBMIT 1C *NFS LATTER THE A 1) IN CASE H--. PR-�AIW �TIONC PRECAST CONCRETE PANELS, PAVERS, MCCO OR WOI BOARDS BA fQI)N" FIN THE I ; I"i P TAISTINC WALL UP FLOD�, ANCHORS ERNI LIE IOND PANTO"'H FIC REACH nif MAIN �TPCCT�W BEHIND SUCH PANELS T�15 E:i SHAU, LEAR THE DAT�E AND, I)�XCNXL SEAL ANQ SIGNATI)RE. 1jF TOE PREF;SSILINAL . AN'_HUR,AET,E SKN� IRE AS MENTIUKE, IN AT) AND IN A2) ENGINEER LIE RECORD THAT PREPARED IT I 11 SO01T MAHLtrACrjFCR'S LABC� SHALL BE LOCATEL ON A READILY V134BLE LOCATION AT STORM "B" 10 111ESTIN11 LQKRKT1_ �Ixw Aft. Q �vg -I. ,A5tM__ rANE,M 1709 9 2 OF FLORIDA BE4LDiFG, CODE ONE LABEj, - 0 -APrON ANCHORS AS MAN14FACTUREC, BY � I A, OVI A. INC ,HALL SN�_77EA IN ACCORDANCE WITH SECTION 1 1/4 LLk , BE PLACED FOR EVER' DIETING LABELINI.. 'r) `,OI WIT� SECTION 17".S.3 01 THE , 1 �'4' 0 I�71!' Me, ­4 ANCHOR- AS MANUFACTUREL OFY CTFWAIEJ INC FLORIDA EFUILD11,411 rom � ,/,'o t /4 SOUU-SEI Mt,HOQS.. AS D(STRIDUTE0 61 ALL PONT S,CAEW, SOLT III, SPKFAL�� 1,,� 014 10 PANE,_MAT1 FEIALLE D AND RANCLMAT,E PILUS ANCITOFTS.'AS MANUFACTURED By ELCO CON�TRIICTkON PRO' 041jiff, IV __ R A. rt _ "r I 4, IF �AI NAI N ANCHORS. AS VANOFACTURCE. BY DEWALI, ISL I ,,�, R,' \; - � I I.. �.. � . W. \ H �) M.'Mum DMPE3MFN1 Op TAF,Cou AHCmOI FLSO PANELMATES AND ZMA.C. 004IN ANCHOR. NT�- 'HE , r, E . �.. ,0 v ... Velocity icon. . . . FLORIDA BUILDING CODE (Ncm High Hur Zone) BLL_F�l .141 SII� Of I t/4' , � I. .m. - - I., I) 'I ��ALN III �, CIt,0 SET A.-IZ7.0- SHAIA, R( EMBEDDED 7,'ft' FNTJ -FIE CONCRETE BLOCK QUIT 14 EfT��QENEY,�,_,44 67 -, 24 GAGE GALVANIZJED STEEL STORM PANEL I - IS 0 � N#Q * i 4- A' I ' LAM -nui,p "� <_ _. z - ___ ____._ �\ - __ STUCCO `IHX, BE PERMITTED 1/4' ­20 SCRTS USED SIHAAL air ' /2' LONG, MINIM S � TW 1,44-C- - � - - - _�Cjs_ - Mr, , MINIMUM MIR WALLS WT" NO MCCO Z .O.. ­ '. / � , - I I GLOBAL PROTECTION PRODUICTS, LLC. "'�"' � �p .. STATE F I L E C 0 1 01c � � 1� � - - I , � - V .�� �- ___.._ - I , INICASE THAI FRFC,k';T 5TONE, DQ PRECAST CON,CRET17 PANELS' SPLOC-0 OR WOOD BOARDE ;� 11k: ,� 108t _��_T­11 ""I" A Em=mm cn,", T-C, IL �131- a 'I "`�NN - . � I . _1I ��' " X_ 1­1 -­ - CAAi P-1.1 _ ,_ 20-175 111,111 WALL, ANC HDI, SHALL Or LONG 111011. 10 'EACH 14E MAIN StRUCIVRE 9EHN16 -FI A, 21, _ , . Ntas_�.. ._ ttPP)AP_f.7 t. - � 0 - - __ - - ___ __ - - - I-I -I - PAN AW,14GRACE SHALL HE AS ME11IONED I 8 ) AND Ili 82) 1<,,V`,,/pf4IL I - =1 - - -1 _,`_1_vPMT ­,xxR­ -L.-I - ,­�!_ , . � 1 R RI'm 4' WIN" A� - �, - + `HEP` I . I FIPHTACI I .16, ! " . . . _________.____,_______ --.-. _.. ... I I ____ F__ ___ IN5JALLAT19N DETAILS EQR REGULAR PANELdt, i I I I INIQ "OURED CONCRETE QR ONCRETE ROCK-URA&IM's- � I - gis=rPOUREEI CONCRETE 'PETF BLOCK EXISTING POURED CONCRETE OR CONCTREIFF BLOCK I I � pi�,_�"Er ,x- i, REOLURED , �DNER,, AN,NQF, � . . , CONCRETE ANCHORS I I (SEE SCHEDULE. ON ". i , 5�,,­_ - .-ON " (SEY SCHEDULE ON , I i r/,ST,N6 POURED 1 - 9 IPROUG. ILI! � I - (2 a Mw, ,a, SHEETS 9 DIROUGH I I 11, . ,�ji,, CONCRETE On . �� , . � 11 _�,-' I I 11 - - - I CONICRU E OLD" / '/.�_T REQEX RED S HEAD INI 14) �� 1. 11 . � � t/2* 1 I/4" ,_ I - I � I , . I 1/2, 1 ,1/4' _ is 0 I/., .L. .w � �,� � , � � , - , , - __1 MAX , I I f 11 � � I 1, No CONCRETE ANCHORS 11 I 11 � 1, , ` I 1/5 I 11 .11 Lt _, ,� I I I . '. E.D , (SEE SCHEDULE ON - ,� � , I I I SHEETS 9 THROUGH 10) �.. .. I i I , I , i i lil� � r. � . _ I -1. I to; � 11 I I A� i I �11 I I I I " , : : * I ! ,�//'.', � I -_ I I I ... - � F� 77- I , : I ,�Rl� I � If , , , I : , I' I J) I I . �� : I_ li, , A ,� � ; il,- � - , I i 1, ,/.,--I- v � 1 A. am,. A 4 ;I P -_ IIA, I j I i f I/.-- - lf' VID, . 11 I I I - L 1) � . . � 11 11 I I I I I SEPARATION F ,TO GLASS. I � I . ID, 1 4 Oar Him, Wist 11 SEPAA A To Gnzr �- low: TaX ,weL I union, OAR ­r . �, I � � I ""'NG (SEE SCHEDULE I wwat, IWO,, II ,,, At- �� (SEE 11 i�' i-, # I j It � ,�, -� ��. : I c, __4 ON S4EFT 3) CAss I I I PANEL jNCT. � 0. 'SHI A I : I I I (SEE SCHEDULE j a , , i � IMP. SEPARATON I I 'I* WX 'L, Mo. I TO GLASS I I I CONCRETE ANCHORS - � I DIN SHEET 31 I i i I I I ! I 0 I I � � I F PANEL LENCPH -1 'SEE SCHEDULE 11 -11 11-l" (SEE SCHEDULE : ism SCH:XULE I ON SH, TIT 3) ON SHEET 3) 1 (SEE SCHE ULL ON I DT.POUOH I It It ! 0 , I 0, SHEET 3) 1 ,A I SHEL7S 9 I'll i 1, iJI; " : II I I I i I -f't wx or 'L' i [ EYIST[Kljt .r 4 - J� I ; 1 I . I I � ! : � � � I � , I I � I 14 MAX 1 11 GLASS 0 'I - I 1 F, I t 5ox I p OF 'L, =,-- ,- 1 � " I 1 I I E'D , � ,I , I . . � '� I I 11 ��, � I ,1��:,�,...,Y, , v I or. i ! - ; I I 11 � I p MAX I F I f t- I �, I � , I ! I t I - ; I I ; I i j I , a I D : rp r� I . I I I : I i ! I , i `­ - . I I - 2 I i I i 'I _-L II I Laz_ I.D_ - I I I I I A 4�� CO. : I I .1� I 44 i i � � E*STING POURED I � I f 1-1 12 1/2- cc I - 0 ; �, "(A'- I I --- I I -T : CONCRETE OR j I I FO 4;,7-- I APPLICABLE) . I ' . , W." aty iWINFIX HEAD WALOU, Itosaim cow E BLOCK �� REOu"RE'D I � I L CONCRETE n � I I I'-, I 0 I (SEE SCHEI I - --,---I OLMS -, ' ­ I i �`Eq I- I fv_�Il S`I, ." ./ " �, : -,: , I? ",7- .0 I f: '. ",___� A I - I I 4-1 SHEETS 9 IVIROI 10) I I ' I . - I I . W/ IN ONLY � IF 1. �[ LOEG L=ION . : � 11 , 11 `i� I I =COLIO ��, SET & CALK I "a ARE US SED 8, /Ha EXISTING POURED CONCRETE V WHEN OR CONCRETE IR.00K AILIERNA' ' CONCRETE rXISING POURED CONCRETE CONC-.M ANCHORS - 'ANTEMATED X� ARE USED REQUIRED, ANCHORS OR CONCRETE BLOCK REQUIRED STAGGERED W1 STUD (SEE SCHEDULE ON (SEE SCHEDULE ON SHEFT-S 9 IFIROUG,,I 10) SI(EFTS 9 T.ROUOH 10� BUILD -OE M!UNTING SECTION SCALE 3/9-11 I NG "&M SCALE 3/8-* WALL MOUNI,%��Egj JdOUN SCALE 3/8-l' i I .1X ` I . .:. .. I : " '. . *'. - ....'. F FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) E.D. - EDGE DISTANCE Lim _QW&NATION Of SECT[M - W z : ., , : = . z '. . - �k ., .. 1� � 441 7 1. z . = - _­'_� . - . * ,�� S 0� I-.'ZFT- - PIRIINI _m .. I , 1 24 GAGE GALVANIZED STEEL STORM PANEL , - " , ,/ PROTECTION PRIDDUCTS, LLC. - 11LIECOme ", GLOBAL ­. OMWA P, gli-l� RAY, � Su SCHEDULE ON TOP & BOTTOM CAN BE MOUNT, INGS TO I i: � 11 , IF - ­ TK 'I � "IM131 -- .2, , 1, - - 0100 IF A, 5 SIREE, YIPUT DITIVENG, A IONWHILUK No - - I OVAI, III- 11H. - SHEETS 9 & 10) COMBINED IN ANY WAY SUIT ANY � ". ,,,"i"'r , " '.. � Am. .. - - - - III - .4"�jti, = � ost -.1 -: C-)M-1�. FAA (I11F,)W-sN7 20-175 INSTALLATION --- ­Nf,;;,; �..I'.*:,t� �,P� - � - -- _T WK- I CA-00015714 . "...., N, .. .... N, MwAv,igwTRAE/tAPr - I m IT .. PC. I . Ft . I i WAMY I OF N, --------- I ___ __ i I F--------- .___ EANEL j'.; INTQ WOO INSTALLAT19N DETAILS F09-REOM-LAR I I I­ I I I- I ALTERNAT LEG _ 4*.8* (MIP-) EXISTING WOOD, � - IV - I . LOCATION, I BEAM REQUIRED STRUCTURAL ADEQUAC F EXISTING WOOD �----1 I 0 I BEAM 70' BE CERTIFIED By - -ED - CC - I I REGISTERED ENG'" ER i - 10 1@0 TO i ARCHITECT PRIOR SOHRLMER I I I INSTALLATION WOO ANCHORS ALTERNATE WOOD ANCHORS - 1, M.,,I - I - - - - �,__ ____ 4".' mr, WMRAA NUO � (SEE SC.EOULE ON (SEE SrV1 LE ON , " 'EA IRTKIA OA ) EDU �-, ,:r, �_-+. - A. - W-- To - . TNNI. S�s .. ./ IAP m , SHEET I 1) I ,/1' SO I li�-.s � I I 1. ­ is I, ."'. 1/2- 0. [_ EJ: Tr Ec I 1/1, I I � - 1 _7 - . - , WOOD HEADER 11 i ­ .- I ­ . - 1, - IF- =#:, ,777 ,�77V�77-_, __ I - vs=t I I I REQUIRED � - I, ". *-:2,A1. . ` EXIST I - on - I A, � I ! 1 0 -O� �w �� 11 I I i 6 I/4 * I WOOD ANCHORS 2. � I 4 Ii, I I i (SEE SCHEDULE ON WiP i : I I SHEET Ili i I I Mk, -I - - ­ ISC=TION TO i - 61 . fs� I : � ,,,�, -, � � I -�, I ­ _4 S S17F iF - I - I 1 1 i �__ I SCHEDUL � __ I -, I I I ON SHEET r3) � I -�,�.�-;a�.p i 7 SEPARATION TO GLASS : I I ILL -L- MAX I I I r I� F III- i , I - SCHEDULE ON SHEET 3) R ;C,� I , rAf FOR MA11 I I ,�K,o � GIII PMEl LE4 i / , is EA UP , � `MW 'o" '"O' is S, I I. I lcist"i oo T_4S .,. MAX, I I I - ! Er ,`,ED ", 11 ;d PANEL LENGTH I � ! UAI 0,0 POE`) ON ShEET 3) I I 1- I I 1 I (SEE SC.EO LE , , � ! ! ON SHEET U) �_11_-__! I _� ! - I , , I 1� it- 11 � I I I I I 11 pi,l .1 � : I : I -_ S�x I I , - I -_ I I I I I I wx $ I I- ,�- -#AAX1 I 1. , I I V i I : I -- - uu 9 �" I � I 4A L - -_ ____ - -, I I I I I 11 ,4) *12" OIC I ______A_- ... �- 0 !2 1 - I I I , I Ell I . 1 F ; 4__ I'...-.,- 1 j NO FINISH, I I : ­ -4 _e6i:=z;; ALLOMICU 1, ED � S-W NEAD 8I � . is 8 'p. cc � L, I � I � . _-A � I , :I_ I_____. 1 114 I i A_j_ J�f - - - I i I I ' - a.xs- WOOD 0 2','- WOOD PLAIT . .,,K ,,,__ R , ,i I i WOW ANCHORS COVIRED I I - -1 S - _ I I (SEE SCHEDULE ON I _,j,. Slcr� 1) Ovu i , (SEE SCHE ON _ . . - I SHErr , 1) ­ ; : � I I- ?' Wn - ! - , 1- -_ CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING i ALIERNATIVE AW ALTERNATIVE 4 SCALE 3/B.I" "F.M.H.00,Nti, SCALE 3/taKi- III A. T114 ,!,, � , ­ /I III, * ` ` JQ�, "O'C*Elv',Y� ..-4%- .., %_ �r ,-` t4D7LiQfl-!&MOL�T-,QR�M.-IL=!iZ: Nuns, z . .. No. 44167 ". Ss FUDRIDA BUILDING CODE (Non High Velocity Hur cons Zone) Z*� . I INSTALLATION ARE ONLY VALID rOR MAY ASE, = - . . TIP v PP .*i Qm m1m. - T 24 GAGE GALVANIZED STEEL STORM PANEL , ,OR & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (IT SJ) AND PANEL LENGTHS ---- '��`. I STATE OF :',� f DAMiN COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 _ ik , I ... - oe:. - . 4C ' I .,A�i 0 R,v _. INSTALLATION NEW WOOD FRAME CONSTRUCTION: WOOD 2, FOR 1 � , � \ , , ��--_ - - - - , "" IILIECOmc GLOBAL PROTECTION PRODUCTS. LLC. "' �., - �, , wn - MEMBERS To BE SOUTHERN PINE No 2� W1 SPECIFIC , I I , DENSTrY OF 0-55 OR EQUAL. 11 iiu�i ii,.= A " t[� COININMID 408M W, 51 MAX, , I �,, I- , � r - - III PA ___A,AWAA ONACT III- 3331. 1 . llzj.��'wl � � ILL A _.: - ­_ WKWE '�)�-l�. F. isit.),_'I 20-175 - MR .11 tw ___ OIANN4_ 'I, n.1 m _.. - - M P , SxAH,&AoNUPRr/OI "Llt. A PLUT , . � 114091 MY I ,�';,- , I . I . --�- sman -, Or N, - __. _____ I - - __ I _41IIIIIII, a) (D = U) -0 -Cu > C) a) C­ m -I.., =3 (D L_ (1) a) L_ 0- 0_ C_ 0 _0 0 11._ = cy) Cu 15 -0 _�!& 0- Cn . (2) -4-0 ' - = a) = -0 M Q - Cu m U) -0 0 L_ m_ - q -9 Q) ?:: = M = 0 0 M LL. I..- 0 75 > . . Ln (D (n L_ -6-0 Co 2 0_ �= - m -0 ,I g ............. "N"""' Cf) CL < 4" " C= C%li -a- C%4 w �E I 4 z w mi Cn " (1) (1) C: w 0 " L. =3 i-_ -= =1 =g C= 6 C= C-* = m Cj CIA _= Cm >< ..; = L" c- V-1 cc it= - V' - w " 2: 1 x - " 3� -x 2 w i --e w ,. E .I- - w C31 - OIX = f_), .i m .;;3: II- (p c" -= = .- u Cu *= :11 = Cm - 10 1:�- I= .T ::_ . -= 'a 7& = E 2 C5 Cj_ U - 12 LLI :_5 < z z < _j 12- -f-I a) CD = U) m > 0 L_ 0- CL < -4--a 0 =3 _0 0 L_ 0- W CIO`) Cu cn SHEET NO. SH 1.3 I- ---,------.- END CLOSURES DETAILS FOR INSTALLAT-19N IN POURED CONCRETE, 7 1 1 CONCRETE BLOCK OR WOOD STRUCTURE5: VALID FOR REGULAR, LIFE I ORM PANEL J) SYSTEM I I 1� : .. ,�, I IL- , - 0 POURED C CONC SLOC. OR I , . VARTIS I -1 -S (4) ,(J) ,(R & 0 7' . Y . 003* 3105 1-1. OR ,� 14 OR .,.,* ROOD FRAME! 0063-TG N,LO` CON"' NLW At 11 �� 5* a. 1 RIF121"I NFCLf ." ,/.*. . I 3/., 1 "" I - 2 ./2' i IAPCXA, 0 12- CC POAREII CONCRET. COACREFE R�Kx OR 2%4' WOOD FRAME 1 , I I , I I POURED CONCRETE. , . 1 I - '. III. _ :::; _,7 1/4'* � 1 3/4' TAPCO` - - 2 1/2 1 1 1 REOUMED . , k. , I CONCRETE BLDCA I ;,.4, WOW , I ,` '- E � I , RE"ED �- I - Lt ANCHOR, 0 I 2, CC OR(# , Mar, � - �;.,FFI " � , , ,�, _ . if I I //, ,�,­ , 1 "/4 DAP '! ,�,,/.' GAP , 1 � I., -**' "CUT 41.tL ", - I - � I I /�-, . I V.. // , - W, I ,::,. ANCHOR / MIT � t2, OC J-1 I - i , . 11 I I I ­ ,� I 7 I . - I --/11 ; I *"-. 2 . 2' � ONS ilLTERNATE UEZ LOCATION - ��w - � .- , I , I- - I I VARICS - � . 2, . 5' . ev, ': , !. I y m. 9 � L ONT � ­ I Atw AKI OR .�: ki z - , 4' x 1z,F- " I - 7 I 7�. - .000, 3,05 -Alb, M". .I. 613VT SHEV POURE Cal"Juilf. COWRFTF PUFTT I IkOCx OR 2'.1, 14000 FRAME � I'm .11 SD63-ts Nml.,, ,� f 2 112- I MT, . � I " I , " ,,, I I - 4: - t I" , 1 . � - Frou-prD, I / - '. � i � CON1 ­ -I 1�' � -y gl ;A,,� I � /- - - - -1 - � - - - j .;, , ., 'I, ... GAP , I i ,/.. ! so , . 4' . 072' , 0 12 0 C"T -105-.1. OR IFOI .IOT ,- , i .1AC.,v1 I - ANGLE I � CASE A (PLAN) CASE B (PLAN) i I SCALE 1/4'-I* SC&! ./..-l. SCA,LF 1/4*-I' SCALE 1/4--'- I - f I SOUTD-SE7 OR Cho(­ 0- I M= P:�"n ­ . I ,-,-, I . 3 (4) J) .9 0, POURED Co"C" U TING FRMi A, PC ma I CONCRETE IALOID� , . BOTTOM a- , "A"E"MT, � , Sx (MIN F`ANEL - 7 � - POURED COW CONCRETE 8LNtb4 -: _VAPIES I ,'- PIUAFE r Ift. -1 , I # , I I 1 - T & �D 4 I I Sm 00 2% O' OFrEw SCHEDULE . ;Mx 0 IF" REQUIRED AS NHIUCASIS To A '') � O"r 'REAP OPENING LIE=Tm) , POURED CONCRETE, COKCKTE RE01,400, I BLOCK CA 2',4' WOOD FPAW I 1 I I I I . 11 , I I . . - - I I I . � A . REOUIRED . I I - � � I I .. I ,A , I 1 1 i i '� 4' M­ I fl ­ I � --7- - - i I I l , I , I - 4 OR08 / - 14-,� /' \, - '1� �SENP I �AJFIEI t/ I ,(t I - . 1 -1 .1 , 1 W/ ANCIORID FRONI 4 I FILM FLAT f1VICES PARALLEL TO 5, kAl. I I " - � / ­ .A.I. t"EVER cur END P`NFQ \ X - 00 DISTANCE ",- -1-7-- ­ 7-`­-�S, . ; i, ,,-,'!�-) 1, , " , , I I -1, - * - - - - ..'� - - - - - - - - - j I ­ - I I �� I � --,,, I / , , I , I 1 1�­... - - I �, - -., . 10 ` ... lill"", SCALE 1/4'- 1' I I I .1 . 1, ­ TFA X;.;. , - - V. 11� ..!i�; .. 15�,�I'c VALID FOR DIRECT MOUNT INSTALLATION ONLY AT I - , , � - .. ­ 4r E Nsi­.!��11- . . , CE�.FIEO PANEL NSTALLATION AT WALLS W1 I 4F - - , 2 : No. 44167 '. I - . SURFACE LEVEL VARIATIONS WITHIN 3/4' 1 = * - j � * .; I z = FLORIDA BUILDING CODE (Non High Velocily Kur Icon. Zon CASE E (PLAN) - - - . - if :4, f .ml 'It.. - � 24 GAGE GALVANIZED STEEL STORM PANEL 1A SCALE 1/4' I' SCALE ,/.'�I' - S 0, - - ��',�y , 0�--.."topll) -,O I OF I � . . .. xv � . � I I ­ . , ­ I -. 11 - I . , I I 't�,� ,",IF,/,J - - �--:�, �..� / 11LIECOm. � GLOBAL PROTECTION PRODUCTS. LLC. I - -- 114"...��l FOOD SR 51 SFFI � . " � ­ �'r TILLF TF%n" A twol"ClEs" COFI";� - I .. - . ,,,tZ It-,- ', .1. , DK,. 011s. � lu , 91 20-175 ),-, (- -) FT -A" .,w I. E­)m -., I --= I ,,lK I DIMWAII N, I - I 11 - E SEftjS"NMLw-1t-n CA- ��. 1 .VA, I "I ". .1 I. --+-�"1vr . OF It I M I", 11 .14, . I , --------- I -----.- ---- MAXIMUM A.S.D. DESIGN PRESSURE RAIING (padj AND CORRESPONDING MAXIMUM ANCHOR SPACING LAR STORM PANEL 11'� INSTALLATIONS INTO WOOD STRUCTURES (VALJD ONLY FOR PANEL (D INSTALLATIONS AS PER ALTERNATIVES IVV THRU 4W, ON SHEETS 6 * 7) MA)(. A MAXWUM ANCHORS SPACING FOR EO, - AS SHOWN ON SHEETS 6 At I A"U`C`8L' MAXIMUM -SO DE59GN PRESSURE ALMRNUI PANEL LENGTH RATING TAPCON LAG SCREW PANEILMATE PANELMATE WOOD BUSHING CU ANY SNATCH IL , (P.- I ) FEMALE ID PLUS OF THEM I" I - 13' W 13' 1 3 . 1W (TOP) --- ---L3' - - - 13" ---- - Ir - - - ry - - --- -13- - -- ---- - - ir ,----- I* (BOTTOM) ­1 - 2W (TOP) -- - - S 112� - -61;� -- 2 ---- . 6 1/2- I - - - --- 6 ,/2, - ­ a "2. � ­ - -.--- - - -:- -- - - -6 �i, - - -- 121/2' - - --- -- - 6 ./.- --- ]PIN (BOTT *� V-0 -- a' - -- a. . v 19� - - - - - - - 3W (TOP) OR LESS - . 8. 0. - a. - - . - - .is ) 117- - ,3, - - - 13" 13- ,3. 12 . - - , Aw -- ,,- I -- I +45. -45 - ,3" - - - ,3. 13. 1 13' 13- 4W (BOTTOM) - OR LESS 13' - 's, --- -- - -­ - - 13. - --- - -- 13' ­ ­ __ ____ B 1 2' / -- - -- ,* I (TOP . - - --- 13' 1 Y­ 1 . �- ,3. ­ - --c - --- � I oarr-i -- ---- - - ------ 6 1,'2- --- - - -,--..- 6 1/2' 6 1/2' - 6 1/2' - 6 1/2' 2W (TOP) ----- I . ­ - - I .--- - - -- - - _ 6 _ 1/4' - _ _ _ 'i T�;. . ___ t.i4�- -jw(om-) 1';O" - � 4 � 1/2 - , -- -- --- 4- , - -- - - 5 - I/ � 2 - - 1. -.-- 5 - Ij2' - - - -- - - - -----�- - - ­ - - - ­ �W-00P) - 74*-4' --- 4 .;-�i. - -- 7 �- - - - - - - - -- 7 . - .;R CDOTTOM) - - 4 1/2' - -- _ _____ _ � TO 1 2 _ _ _ _ _ 1 ? - - - � 12' -­ - '? .- - - . -­ - -- --jfOFT) - - - ----- I4W (BOTTOM) _ I � '3�_J­ _ '3�2" _ 1 I _ 13. 1 - ------ 13. -A'-----+W - 8 1/2- I I --- -- ISEE TABLE #1 FOR MAX. A,S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER (bA 15 I USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I MAX. A.S.O. MAGWUM ANCHM SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 APPLrLE .U.w DESIGN PRESSURE AETE:�' PANEL ,F�T, RATING TAPCOIN LAG SCREW PANELMATE FEMALE ID PANELMATE PLUS WOOD BUSHING COMBINATION L (P ." ) OF 7KM ( ,,I ) 13. ,3* 11 - 13' ____ 13' __ _ __ Is (TOP) _---- - --- - ---. -- Ir I � - - - ,3. I - -- ,3, - - _ 13, _ 8 . sw (BOTTOM) -- - --- 6 1/2' ---- - - 6 1/2- ---- ,----- 6 112- -- � . 6 1/2- - ----- -- 2FE (TOP) --� - 6 1�2� . I—- - - -­- -- - ­ , 4� ii, - -- - - ----- - 12 112- ---- 6 I/"' _ 2w (WIT -) 5 -O" � I 7' . - - , 112- - 8" a . 11 - - ­ - - 3m (Top, OR LESS 1 1/2' S' a' a , - sw (904DIIII IV- _ _ _ 13' ,3" I "' I—. "" 4W I ­45 -45 13' - - 'j, 13- -- 13' , ­ -- ­ 1 13* ,(TOP) 4W (BOTTOM) Tb. -75. -75 '3 ,-.----- -- - " - -- . 'j. � --- - -- 13' - - ---'Q' - - � Lw-N!)--- 1. (BOTTOM) 13* ,3. 73- 13- 6 '/4- --- ---- a 1/2* - - 6 1/2' 1_ - ­ - - 5 1/2* -- � - -- 6 1/2' -- - -- 6 1/2' ---.-.- 2* (TOP) -- - __ - . - - 6 1/4- _ 12 112- __ --- IF ,/." �5,-O, 2w (807 -) - - ----- - -- . '12- - - - - - - 5- - . - - ; - 112- . . ivr - I - - - - , ­ � . , - - ill OP v I ­ - - -- - To . 7 -5. ­ -- - 1. - - - -- 5 ,/2' I .- . � a . � a. - 3W ON) - --- ET - - - -- 12' - - -13, - - - -- 13' -- - ------ ­., � 5 1!�?: -Yor I !-�?F)- ---- I I, - 4W (80TTOM) I ­- - - - ,3. I - _ _ 13'- 13' ___ ___ I 13, I I - % TABLE #I FOR MAX. A S.D. DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER !�� IS D. CORRESPONDING ONLY TO ALTERNATE 2W* ON SHEET 6 1 JMLLAL A . - A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6,-8, > 40 PSF TO 50 PSF 6'- 2' -7-7 F 7- �;F . PSF 5*-10" - a MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE aMALE ID OR PANEL MATE PLUS ANCHORS & W/ (" S�H*,,Q , 1/2" O.0 ""�O , 1* -, .... , � - -!!�,'? \1. , , . - . . - '? , . . . .� . JV ,�f, E N S� . . . , . . 2 . ' S Z7 � N 414167 '. z = : - = . * i * = III, � i . S .� T ­ - L�q ATE OF �,�� .. '. �, -�;l� I .--. . . -- I . 0, - - 11", ­ , . , , �0, .. _ OcItz -I,---- , . '%-e�R - . . ..'.."W" I,MIT FILMOD, OR 24 GAGE GALVANIZED STEEL STORM PANEL 11 � w� I - �, -1/1"i'le") IILIECO,,, , GLOBAL PROTECTION PRODUCTS, U.C. D"m --flififr ' JT G A EINPINEVING COMP =1 FOR sw 5 OREE' OWK, I , -1. ::�.- . . - - - � vmn� .,-,I, t- .�!., ­., ,-- PPOVIL (­)s%P­1SM. 1. 0,51,44's-ril" 20-175 Del- NI cl-� ... I I-. ��-411=-�!L-ffll �!�l zw 11 or Is - A I.Lft ­ It it FECRIt --I I I - I - INSTALLATION DETAILS FOR LIFE SAFETY PANEL(D INTO POURED CONCRETE OR CONCRETE BLOCK STRLJCTURES 1/4*# TAPCON CXISTM POURE 1/4'. TAPCON _POSTING POURED ANCHOR Is 9' OC CoNORFTr oft ANCHOR a 9* o c CON" OR �, � CONCRETE ftocx � � , CONCRETE BLDCII � � RfoustED .11 REQUIRED I I i . . I i I - � :: t I I 11 411 14 , I I � , , - 1­ �" , " ,, , , I 112' . I/.- 11 I /1' I I/., . I � I MAK I --- - MAK I --- � 11 I 11 . to- I � � ED- i I � I . I 1 1 �W.� : 1 1 � I � " I 1/4 I I 11 ., 1� "I �, , I ��, i 1 ­7 , , / , -1 � , � � �; I., � : F­ .1 I "I � It.- sIp-RATIow ; I - It I v 4 To . . '1`1� � I ", J, .1 EA G � I 1"e� ,� � I r)(ISill" - ! UAss . [../,,. .0 ,� " 1. " I =-.:1r-s­t c..,Tt`� , a , ; " I I I .,. ... clAss IF 4 � !, 11 , . . Luu, .1 ; I I 4 11 " I , 1. 4 I � I �,Nf I-ENG-H � � ! 6' PANE! LENCIH it I i 1 (St- ELEVATION '-- : I (SEE ELLVAII o CN s-EE1 i 2) a � I IF � - ..,, I I I I" , I I . ON SHED 12) - I I F-sEPARDLIKOF. ; I I �', I I I TQ CLASS I L I K I I I I �;I , I , . I � : I - . I � 11 ,-. I . 1, : I- L i , ,/; i ; 1 6- � �j . : I I - I - � 11 - . . i 11 1, EXISTING POUREII C C * . I I - E ISTING POURED ' ' I I - I Ck' CGNCR IF OR CONCRETE OR CONCRETE BLOCK : " t4, c BLOC. L. - : " 1!� REQUIRED I I I t. 11 Ilr - ALCAAAED - . , I I I fsvoo,,o) -�N� L , i � I . *,. : I . L -- P�,- :0 I - I - A I I I I I � � I ! 511 � . f . I/4'# PANCLUATE PLUS 1/,-. PANt1w1 , ` AM" ANCHOR IS 12 1/2' 0 C 0 WOUMLS ANCHOR (BEYOND) " e MEL WALL MOUNTINGS � -FOR SCALE 316-1* SEE SHEETS 15 & 16 FOR AW-M reK FIT INSTAU.NrIONS INTO WOW PRIME MADMICS ."- `NC`FD" Nos ME, VN.w COME 06744a ARE MICATED ON THIS SCHEDULE FOR CD JEW THAII INDICATED 04 SCHEDULE REDUCE A%C"OF, SANDINIC V MULTIPLYING SPACING SHOWN ON SCHEDULE V � FOLLORNI� FACTORS FOR THIS DIFTEPAIDN 10 ME POSSIBLE. REDUCED SPACrmG OGFTAVNED LUNG. SHALE .m BE LESS THANi �M SRNC,Nft. NOCATED PDFI EACH ANCHOR TYPE ON ­5 SC.ff,`J q... ".. ANCHOR Tft MOCON ,Me - --wwAW.&0;­9wmw 0�--) - I - - -- li - ---- ---- -- .-I- � -00 - -.-- -­ .1 ­ ---- - ­ r-- olle'sMIRIFIll Or) � - - -- 31 /2 - ,cw m mma VA) --- --- FINCIIIIIII , 'n :., - �11' � ". - 1. .. I I- Do I ­' � - ­ E�' "/,?-,� 4�.' --� * ..., T : ., I- A .. . \ . * : TIr � * i . I - - , %.-.. STATE Of- .-'4c rz 7. � - -, - � O-X:,.- .',toqm� -. , , . I, " ­�, - . �--,,- * �:� "I<", �6 �� x � �* �- `0 ........ 600,11. I PC WNj5R`NHMAI . FLORIII A BUILDING CODE (Non High Velocity Hur leans Zon*)l .=� %q.. - 24 GAGE GALVANIZED STEEL STORM PANEL I ""Y" DIVIRK, , I - " . w" LC D"T I I L I E C 0 , w c - ,,, GLOBAL PROTECTION PRODUCTS- L - 72`/ ,UT ­Ne A -. .-- "m ­ 51 STREET , .. . -. 1 .31'), - I (a�)M-7515� IAK -", - W.11-1-- --=­." Pro"L 20-175 �=19- :-: OAMlwC ., - FwlIr" A FILLIP Il", , I i I I -`*�-2tt� - I. - I. - ',W�l P, t MAXIMUM A.S.0 DESIGN PRESSURE RATING (1a.m.f.) AND CORRESPONDINrg MAXIMUM ANCHOR SPACING SCHEDULE FOR GULAIR STORM PANEL �-I', INSTALLAkTIONS INTO r.QNCRETE A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL(j) INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX A.5 0. MANIMUM "HORS SPACING FOR MIN E.D. PER SCHEDULE BELOW * APOUCADL, To SE' I ImUnuum MAX. KSM MAIKIMUNI ANCHORS SPACING FOR MIN ED, PER SCHEDULE BELOW * ". - I DESIGN P RESSURE I - P;� I -.N P=-' , , LE TAPOON SOUD-SE7 MATE PANELMATE L FEMALE 10 PAMELMATE PLUS ZAMAC-NARUN CALK -IN - --SET . FEMALE 0 PLUS ZAMAC-NAILIN CALK-N RA'TNG I) CD=,,N -1 L (It ) (,.,) & ANY CONBWATCN I . L -) I, I To �� -: i..&nE �ME To To i , I. � �-�A. CI (P - �.� - - 2�r .. .. calCIR"L = ancI, n. �,� , ., ". -� � .'0 ` = q .'0 meow, Ica .K0 0114 OF THEM 13' ! ,3, 1 ,3* ,3, , ,3, � 13* I 13, 13- 13' I 1 (TOP) I ,3. 1 !,. I , I - 13 " 3. Ir I tr ,. 13. - �I 1 I r t/2' I (top) -- . I. '3. !,,* T I.* -- - I , ___ , _, __ _ ,�_ j7 ,3, 1 w ­­­ - 13, 1 ,3- -­- . 13, ,3" ----- 1 (BOTTOM) �- - � -- . -- - 13, , ,3, I -,7 . 13, 1 I., v ­ - ly -- - � 1Y _ F I T3 ---- - __ �__ 13' - - , - - 3- --- !3- :11 1/2' �I - 1 (BOTTOM) --- I �3 ­j- - I - F�3 T - - ,3' _ _- _ - - ,3 . I - _ 13' 13' i ­ ­ -- 13" � - ; . ­ 'i �j - , i croio) -- - 1Y � ,3* - - - 13, : I , 13* _ I 13* _13-_l _1 - Ir I w -- - - - I r - 1 1/2- -- 2 TOP) . 'T 1 13- - - - - . - - . ,3 ,3* ­ ­-- - - -- .- - t3' 13' - - -I- -- - , ". I I . _ 3 - '3- � 1 �3:- - .. -�-�J'- - 1 - y - L "' _ -, ,� I -- - 13' _j 13� ---- - -- - , -r , - ow- -- ­ -- i--(8&iom) I.. ----- -, ---- - - -- ,I- i Ir - -T - - - ... - ­ - --- 4 13' IS:, ; _ - - 13' - - - -- ; i -1y � T­ ­- ; vs - ­­- I— + I- ---- --- ­-- - -- --- - " -- 4 1/1 - I L , - ­�­=- 6 1 /.- 13' 1 13, - - 1 -11, - - 13 . Ir - -- - - -- - 1Y I .. -- .- I - ��- - ,3- I Ti -, - . �12 jj� ,3. -I - - --- ­1 ly A-'I3*-- 0 1/4'ib 3- (TOO) - - 5,-r -- Ir * -1-3, : - -13" � 13L --- " I I/?' I y 6 �/i� - " - 1- It /� "' "' ­4 ----- -- I� - 12 -�13 112- . . " I., - -- ­ - - ­ 3 - 5­6 - I ; - - 12 1/2,11-2 1/2* - -- 6 314-� 6 ve - - 12 2 1 - 1/ L---- - : -- - - --- --­ - 1/4' - ­ - I'll -- - 3 (BOTTOM) ­-- � oft LESS - i --- - -- -4 -5 /2-117 - I - -- -- - ­ 5 1/2- 7 -- - - _ - - - .. ­­­­ 6 - - -- -- - - (BOTTOM(I -- �n- * -, , LESS W � 0, -- --i; a. I a- - Ft- a- - a. '. -- --- a, I a' ----.- f - - 8- i7 1/2* -- -­ ­ - 4 (TOP)_ _ _ ­ 112- � Or _ j - a- 8- - -B. a- - -- a- 17 112' -1 _ a" 6* - - i 8 -, S - - - ---- ----" : � BOTTOM) t I I - . a - i . . - a , i . t a , , - a 1; - -1 i. � � - ! 4 (BOTTOM) 8. ! - -- 1 - J� �- �. ' - a' I, I - 1 . ; - ' . a I - Is- i , 3 . I. I- - 1 13' I - -- . 13* t ,3 . � 13' 13' I . - ! 3, ,3, I 13' 13' - ­ ,3, i I �1' ". - 3. - - I I' -3 _r 1�- I i I - I , 13* 0, 03, � ty S crop) S atcrom jj ,j Ir - 13. 1 13. - - 3 i 13- . r I . I 3 3 - -' 'I- ,�; 1 13� 13' I—- 13- 15- I-f-- - 1 - Y I I 13" - - - � - - 13- 13- - I i3" 13' - , 13- 3' :3" 11, -;/, Ill I/V III 1/2; 12", - 5 (BOTTO 60P�) I 3. ,3' I -- - ,3. ,3 . i - 0, . 13' - I 11. ,3. - , - '? ,3 4 ,3- w a c7oln) 13- 1 IY - 3- 13- 'v -- [ '3- 1 13- 13* I i3* 4 13" ,3. � 6 -- -- .45. -45 - t . - , I /e: 6 I /., 6 1/4 '16 1/4 . - � - - . - 4 a ,/4* It 1/4" f,- w- -) �45. ­5 - 1 ! . . 6 4 .6 1/4 . 16 1/1 . . IS 1/4 I - - - - I , 6 1/4' tf v4elo Ban-) OR LESS ", To 5. -05 13. I S. 13' 00 1/2* . 1 3' � 7 13' 7'_ -� /2 � 5 1/2 - 13- I- 112 1 IT OF)- 13* I S' � 13' 1 13' I i/2' 8 9 1/2" 6 112' . 13" i5 " I (w) - ----� ------ IY 7" ----- . ­ 13' ' 13' � - � __ - _ 13' d 9 1 2 - ­ 9 1/2 _- _7 _ - - 'D ,/2j 7 7/2 - 'Y 7 C- -- - I ilimromi - - _---- ­.- 13- I 7 1/2- - - '- - . -�- .1, 13- 1 Ij- - - - -4e I" -i - I!F­ -13' - _IY2* ___: I 13. I '0� - ­i­ � . - ". a . ­- - .- - _ ---- -- -13' 6 1/2* - I--- 1 (BOTTOM) ­­ - _ _ _ . 5. 13. . ,-- -- ­ - ­ 13' 1,10 1/2' - . _ .�_ 13' ! 7' _jy_ 1 -- -V I' 7 I;T'- � IF2 13- �4 1�7-- 7 (160iIj tY V .- Ej�' �3' 73- - a 1/2' - --- 13' I a 1/2' -- - ­ 9 1 /r 6 1/2- 1 - IS 112- 3 1 2 (TOP) ';; - ly 1 - - I - i3- , i3' , - -- 1, - -- - ,3 I 9 1/2 - _ 4- - -.-- -- ,3' 9 1/2 _ _ ­ - --- -- - I- -- 10 1/2i 7 1/2 - ­ -- - - - ­ - - _ '3' 6 112' --- ­ ---- - -F 2 &OTTOMI) --- - --- - -4 . -- - .7 12* - 13. 1 - , - �i� t - - Ir - - t -- - -_ I ­_1 - , --- I,' : 8 - - � - I -, __ ---- - � � - I-" 6 1/2' _ ,- L - - ---,- -- 2 BOTTOM) ( - 1 ,w . - - W � 10' --- - ­­­ - 4: , 7' ­- . - . W . ,3, I - ­ - ,3. 1 9 112 - --- . - - - 13' , 9 1/2 � ­ - - 10 112 7 112 _ - - - . - 'r �6 1/2' __ 3 (TOP _ �­ -- �5,-G* ,�- . � vr . ­ T - -- ,.i. � ,3' -1 -h 'y 1 'a- - -j4' ,.r I to' 11' I 8' ,3' iO 112" 3 (TOP) _ _ ,5._O. - I - 1. ,/?-�17 1/2- 6 1/4';S 1/4' 12 112- 6 !/4- - , - 6 '/--15 1/4' 3 (BOTTOM) TO - I - �Jki­ 12 1/2' 1 6 �4"!i 1 V2-1� -` 12 Ili �/I� I -- - I 1/1 -' - III L�� 3 (BOTTOM) TO --- � - -- - J` - -- . :. ,/r 8 - - r 1-t -1/-2' - -81-' . . - 4--jjj�',----- - 6- 1 j2 --t �. - 4 �T-� j - 14'-4* - , ,n;-, r --8' - 1 6- - - -- T. ­ ­ 4 T - - - - --- -­ _ ­ - � - I 1/2 3 1/2 - - . -- 6 1/2 3 , -- --- 4 Trw) . . 9-6 ­1 ­ - - 8�- , - ---' -11" -i� t -- -... - ; - - � ­ t ­ - a' � - - . - ­ - ­ ­ -­- . . a - - -­ - - - -- -- -�: - 5 1/7"! - - -- - - - ­ - 7 '/2-. �- -- - - -- - --- - A (BOTTOM) - - � - " ' - . -!� 1- _- - -i � _ 0. , -- - t _ __ � 5' - _ i - _5' _ _4 -r- , - i -­­ --- 1 5 qr, -- �- - 7 I/? � - -- -- ---.- --- - �-IBII�DIII-j ------ - r,6. �, z� I .,- ----- I - I, --i-,�-- 'C -1 . ' 1� ­­ -i�-- '3 � : 13- . 13' ­,3�-- ­.- 13 . ,3. 0 1 �2' I * 3- 19 1/2- 4 ,3' 9 1/2' - --'- -- - IY 9 I T2 . ­ - -- 10 1/205 ,/2-- , - --V� iG , � --' -- I/-- � I 2 ,3. I - -- � - ; E,�F I'. r ­ ' [ 1,12' 13* ; 8 1/2' I __ - -- -- '� ,��_ ­ ,3 I a 1/2- _ I Ir ,3 i - -Ir I - 13.-- ,3 -4 - - 4 'J" -i .3. 10" , -- �r - -�-- ,-.�- I I . a . � Im. w ! 4 - I 13- 1 6 1/2- - - 13: - 12 - �,. � 5 (10R) S C- -��-) - -A - I -- , 1. ­ T - - I -i 13. 1 2 .. � - � -- 13, : r 13. 1� 7 yr�5 /2-1 . ,�r I i I �T 6 (TOP) I_ I 1 8. ,� � . I ". 13 I I]- A 13- � 5 '/2' 9 1/�'16 v 2* ij I , 1i ,F I [ _.r -- I - - - --i'D - 16 1/4-1 i /4 . a ,7l'! � ve ---- -T --- I - - -t - I I - 16 1/4-16 I/.- -F -) I i 90ii -j _L _ - _ � - I _ --- -- 6 . 1/4 16 1/4- ­ ­ - I ­ -- - I � -- T- - ­ sa s.w 11 to ANICHORS IVPT IF SPAC" TER IM!TTA.L1nU4S INTO WOOD FRMWE SUALDINGS IF MINIMUM ANCHOR SPArAGS Alto M.MKRF EDGE Mf�[ WE IND"FIED ON IrFIS -CHED" FOR ED LM I� INDICATED � SCHEDULE REDUCt 04CHKIR SINICINC BY MULT111TRIC SPACING, SrFCFAT ON SCHEDULE W 74 FOLLOW" FACTORS FOR � OFIMPON TO BE POSSI91011. REDUCED SPACND OBTAINED InPic FACTOR S� kol N USS THAN, MINIMUM SPACING ,NDFCArEO 'DR LICH, FINCHOR FT-E ON THI'S ScNEDDLE ANCHOR TYPE 1/4'. IM,c0l, I/.-. I- I/4" l/.r. "MISMAIT "W"Us"T '130ML . - ,/.-. - ,/.,. -- ­ I-. �­c��S­W-F.i, , I ­ - t - 111. - 211, - -- , - ----- - ,- - -- - wi .. ;;&� EDGE --- T ', - �,-J-4-4-7'-', � .= (tl) 3 �-,7r 1--­- ­n I I 'Ir Acrum. Ma mpom !�L FACTDR I 1/2' ­ , - - 'I 1� .01 . nt I : - I I - I ., r - ­ -- .. - - I ,/� - . , To I- Do - t- I. . - SPACINGS ONLY VAUD WHEN S=;g)* USED. SEE 10,41LE #1 FOR MAX. ALS.D. I ) IS USED, I- DESIGN LOADS & KW PANEL WEN SPACER VIA - " `A` D.M.-(�). _,- mitt, 4) -, (�) I jamLil a A.S.D. DESIGN LOAD MAXIMUM PANIEL LENGTH 40 PSF OR LESS 6­8. > 40 PSF TO 50 PSF 6'-2' 1 > 50 PSF 10 60 PSF - 5-10, A MAX PANEL LENGTHS ARE ONJl,y VALID FOR INSTALLATIONS , W/ SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- O.0 ANCHORS (SEE SECTIONS & kTLV"TPAS ON SHEETS 13. IA, 15 &16) - - R-IA/13. R-2A/13, R-WI4. R-19/13. R-211/13, R-38/14. 3: Mo - , F10. R- I AW/I 5 . R-2AW/15. R-3AW/16. FO R-IBW/15. R-2BW/15. R-39W/15. !�!N- r- - 1 0 0 0 0 -1-0-- - ---- -7 - 0 0 1 � �-- [-� ---------------- L --- � -1 ....... 7-­. -- : , � ! ; ! ; I : � I � � I : I I I ! i . � . i . : i I I � � 1 1 i : � I I I ! �, J- I - I -- , 1 -7 ---7 I -1, --------- . -1 -------- r � � I ! I I i : � i I i � i I � i � I I ! I I I I . � ; : .� 1 ; ; 711 T - I 1 - I i ! , : L/2 I i ?/4"FI-2oxl" s.,5 BOLTS W1@ I 'L' � I MAX � ! I— (I -S- FOR PANE, LENGTH ­ � PANEL LENGTH ; I ,/ - - � , I (a) I OVER 7*-6') \ �-, 11 I I REGULAR STORM PANEL i ., si�m PANEL r W-11' 0 +400. -40a pAJ ,(:D� \, REGULAR � � .... . � _ 0_ _ _ i I Is/ OVERLAP MID PANEL LCNVH BOLT) - 14 Z" - . - - - - - - - - ­.­ -- A ---- ­ ---------- � � L)'E SATM STORM PAIYEi T-O' 0 .50.0. -54C ",f F- I j (w/o OVERLAP moo RAI . ,-, -� �A WSL 2 -8* MIN. PANEL LENGTH I " i . I /,I'.- 2C,I ' I ­ � �i , �, i --\ - : - - : � 5 BOLTS W/o ! i I ,�� � 401- � -(Y- : I -,��..- AT ALL MDUNFINGS ; . � AT CA CIERLAP­ � ! 1 1 i I ; - I � , t - - 1 6 I - i I I I I 1 L/T . I i ! i I � .1 I I ..0- I - 0- _ ­ � . I : � : I - I . - I , I i ! � , I � : I2) NCITCWV; W, -STUD - - - - �- - -­ ---- ---- - ­- ­ - - - - ­ I 6. r , - - - - -- -, ---- -, SAFETY i I LOCATON 9 LIFE ! 11 ;0 � I - : 0 . I : -.--- I fw�-­­'-1 ITO. CORNERIS I -- I D.M C -OVERLAP- I -ovm.Ap- ---- -- �0 i I I I " 4) - I -­ ------------ i�� I or �� - . . - i - - � WING NUT AT EXTER10 Lijo� WING,NUT AT . - I 3- UIA5 LEr- PANEL RW41 , PANIL 3 �A; FWSTE--Io- ONLY VAILID 1.F WIND I " MIN R-IA/13. R-2A/13, R-3A/14. R-18/13. R-28/13. R-38/14. I . MIN SPE . UP TO 170 In p rI R-iAW/15. R-2AW/15. R-3AW/15. R-19101/15. R-2BW/15. R-38W/16. I � - ANCHORS ISEE SECTONS IF ALTERNATNE5 ON SHEETS 13. 14. 15 *16) ,/4- " CAP, LIFE SAFETY STORM PANEL A',', ELEVATION (t) -- � I'- ­ SCALE 1/4-.1- - I 2,607' " I � I 1 !REGULAR I :REGULAR -,.,, - I (MIN a.11-AP ., Itt"I VREULT) - � STORM PANEL I -, - ­ STORM PANEL � ­1 I ": , �'. - '] � IM ... 11"N' : �, 11 `�W_ ,W I ----.I-- ---­-,��- I - �� ��, , - -- - - - - --- -- --------- --- e."" S --- - --- ----- ­ � �- - � - � - ­ - - - - - .40 IV, I . "WA- �,� I - - - - - - 4.,I� ...... :.-,, ,- " -, - - - - ---- ,I. I . , ,,�, -, , * , , GAP � � , , , . � � ;'­� I I - J " ....` vckv%.'15�-�`L;, " . / , � "' � . , / , . -- ___-""�� 14 I . , -- . - 1/4, �� '. � " I 1, 'w . ,., �, " , � \ , . --- ,� � / � � �-nl� ? , - . I - ----------- 1��i- - 11 -- ­- ---- L ---- �-­ � ­!, �- ­e'� --- �- ,� i -1 . - - -- ­���­tw, ­=17 r - ­ : 7 � I= - � . , . . 40b , LIFE a PANEL = - �1: : = - _,. .��F,: -- : * = - FLORIDA, BUILDING CODE (Non High Velocify Nur Icons Zone) V"-.� A" - - ...Ik- z .- ­v. FA F, � RM � . EXTERIOR , , ��!� . ---- 1 24 GAGE GALVANIZED STEEL STO PANEL I DAA- w � * �; - - -- , - --- I/ I I L I E C 0 ... \ ��OBAL PROTECTION PRODUCTS. LLC. ""' I .. ­ . / DIIE A - TL,iT. TE IF vtoolgromma COMPANY MOD S. s, STREET - .rv. - SCALE 1/4--l- ,k-/-" -�/- - m,IU A-Z =-,=`M,'.,­" PIDIC (,I� ",IF'5, -�' (,I.)MF`­e`e1 20-175 . cl=71- -., - I - �­t - 1 - PMeNc, . , E m./qowAruAE,,D.rF -Im A "'Er . , FE - ---- ---- --- cwe� . It .HF? I I I I - I I - m ,; w It ----------------,-,- -- ---- ---- ----,--,---------- INSTALLATION DETAILS --------------------- FOR LIFE SAFETY PANEL'j) --- I INTO WOOD STRUCTURES -- - -- -�, . 1 � --- ---j - -4 ­ - I t-- ----- - -1 -1 I � J. � - WCOD HEADER I I IIFOOD .TAMP REQUIRED 11 - "I REOURED I I I I - I I J­ . ­ .fkxp ­`­ I WOOD HEADER I I . . � REWIRED � � t - --,- L4 . ... y. 0 IAKC. J` , / I , * _ I I It" ,�­ 'p.. -.&PC L­F­ __J. f 11,&-. T.-CON , ; I tF. I WPO R Is 9* cc ANCHOR Is 9, Oc ; q I I � i ANCHOR 0 9* Oc ".. i . ANCHOR 0 to 0 C I ? 1 . 1 I 1 I 1 . I I I � . : 4, i i I I . i � -4) I I I ! � , . I � I 4*1 i � ; t f 1 7 ! C2.` I i - , i "`I�--T` - � I � 11.1 *��X�'* - � I - I ./ - " I 3 , I I .,*� -* � I - , . i I - 4,vn�ic 1-- " I � � I/.- ,,, I IMA, 4 � I I /,- --- 4 i . 1/7- I 0/4- /,* , . : � I/" - ��11111 ! I I " I I Wn 1 I . - I i � 1 2, '! I I IA, i I . . I I I � :: � I I o . I I e � 2. I � , � I i .I 1 I ­ - - -� - -.- I i -�fl` I � - - i I . I . i I j I l� I J�", I I I I I -- ­­ I . 1­ R � -� Li-U, ! . - i 1� 9-,�- �--.w--! - - , -7--- - i, , : I I -, T a A��i7 I �----- I I I ­J IF L - "Il I � , � 1k. � : f �. , f 1�1 � - -1 I � I � , I -- I I R It Cll�l I I I 1/­-1. Lt ,I . I SI - 1p IT , ! " "/z-= I .' , AT E. = D .41, I "" �- .'o ; I I * - - - - ! " I�,S - -�.. . t / I I ! " F:c 0 � FI14 CL � , I I , , ; I I ., . ER"'NG, I .Xl I A ' - P:- ! - "" �j I , "�' . / ! I w - - CLASS IF I rm . m . I * p V, "s " - - - ­,-) CLASS Of � 11 :! I ,--'- IF "- I � ., - MA)f 11 i I � 11 I I I , - . 11 D it - I t , I ; I I ,,, m.. -.1 / 11 . ! I I I , . a �j PANEL UENCTA , � I . : i In � 4 PANEL LEND'. 11 I t (SEE ELEVATION I ; It I 'L, ... 4 :i I PANE. LENGTH S 4 ON HEV 12) . (SEE ELEVATION � � I I ii 11 i 'r 6. PANEL LENCT. I . .1 � M EUVA71ON I .1 91 � ON SHEET 12) ! I � - / ISE ELEVATION f : ,I ; ON SHEET 12) It I I , - , 9 - I , . � - ON SHEET 12) 1) 11 � 1 Im , I 1 1 I 11 � .1 11 I* ­ r­-SEPAPATIO1, I I I I � I 1 I a 1, *mm 1, ! 't. �-- -1 I R­ -t 1 � � � 13 11 I' V., I R­ SE-ARAIrON a TO CLASS I : f- I -- ! " �- I � �, . I I . IT t - ' I : I - MIT, I �, 1, (I', ; It TO GLASS ­ -- -, SEPAOT,C. - 0 1 L/2 a TO CLASS � 0 I � : t- o 1 . - I I - 1 : : @ a - IF I - ." ­ I , -- . - - I , - I I : 1 L/2 I -- I .-- - , P', =- -1 I , ,j�� 6. 6 I ! 1. � - . It 7Ca--- I ­ - ­- �� 7 I - I o, , I IF- I , .qvr I I ----. I " - � I , .. 11 -! [-I : � ' I � I ED I �� i ! _ I "'T �. - �_j � 4 ED I I I . - - ...... � � ­<­ - wcwnft�, - - L � , L, ­ b! I I I EQ. I I ,� I - I. - I , - �--, I " - --I , ­ - -- : : -- - I I I I � I. I � i - ---- , , ': I -L - I e. . I 9 - + --i. �- I E I 0 I ; - -I.---- ---�� I . 111.10-*.­ EC I IT � . I � I I . -�­-i ­ -- - I . � -- . I I I ii 1 I ,- I 14 ') 4 I i I so'" IF I., - - IF 11 1), ,,C El'a. - - - , , 1/2 I/ �I,­ i ;4) i , '- j ,� - 2',4' WOOD 1 IT, . . PLATE I I ,I I --­ I ­ Va.� IF I i -'--'-I � I i i I '4-0 TAP,DH , , 1, 1*1 TAPC 11 � C`* REOu"1111 � _y4'. i I ,- 7 ON 2',4' WOOD 0 11 1/2 DC I I , I ­. I . I ANCHOR 0 0" 0 & � ANCHOR 0 0 C. � 4 � IS ANCHORAK 9* 0 C PLATE , -, , IAPCON '71 i I . � 11 STAGGERED W1 STUD STAGGERED W/ STUD ! i i REOVMD 1,; 1, 4'0 1 1 ANC f MC14DR 0 9* OC ,I I I . i- . . ? l4' *000 i 2 " WOOD � . , , i ; i 4 , I I � ! ,I LATE i . P If i: I I I I i .. I I 4 EOUu?fO PEOU RED - J . I I I -1 I I AM R-IAW 0 ROUNMAR PANELS ALTERNATIVE R-IBW 0 LIFE SAFETY PANE WALL MOUNTINGS SCAIC 318.1, R-2AW AOLURNALMAR PANELS ."HIN" ..ft, It, 0 WALL MOUNTING$ SCALE 3/a.,- ALTHM -1 SW 'Off LIFE PANEL -� I . ..� ...... If . . .. M& Ar � � Nam . . .. " ""3 - * ` . - C . . . . . NC - .. ' z : 0.44167 '.. I FLORIDA BUILDING CODE (Non High Velocity HID, Icons Zone) 'I',021, ft-. - 24 GAGE GALVANIZED STEEL STORM PANEL I NSTALLAT ,C)N ARE ONLY VALID FOR AS 0 DESIGN PRESSURE RATINGS (p.s 1) AND PANEL LENGTHS AS - : . - * � , _ � : W, F - .1 , * - � , � - .- _ - _ - - . .. il� - - _. - - � 0 - - r ------ -- - - ' ' I I , 11LIECO... I DAI In - a?/"/ \1 GLOBAL PROTECTION PRODUM. LLC. PER ELEVATION ON SHEET 1Z W 2 FOR NEW GOD FRAWE CONS-R�JCTION. WOOD ..a STATE - I TE9�_ .. ­� ;F - S A t.". AfORM"..., ­, /� 40M Sk 51 STREET` - rNownwim- 6;p_� M EMBERS TO HE SOUTHERN NNE No 2. w/ spEcint: DENSITY OF 0,55 OR EOUAL - ,'Z/,,U­z�) , !� .�,'.z.,-.: ... � .."?, - � -- = wt� Ja V� =1 I.s� - (-.I-,- -%. ---- - I. -W , "L =' , PHDNE 0"HIM's-FSA5. .. (�mes-e�, 20-175 , ONWlIK, . I ----- ---.-- - ­F;1-20 1*#AKPA,U`m/C.`E 4117 CA-0006 IWILIER ', 4ZW71�9 PC 1 Ill~ It ­47 ­1 - - !--! - - . , I I I . I i Soct 15 IS, Is . MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) 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ANCHOR SPACrICS 440 MINIMUM CODE DIVANCE FIRE IeFICATED ON THIS SCHEOLILL FOR ED OSS THAN PIOICltla C* WHIEDULE REDUCE NICHOF SPAIRIG ITT MU,TFFU,FMG SPACM SNCNIN ON SEHILDULE BY THE POLLINTMIG FACTORS FOR INS OKPATKN TO K POSSIBLE. FICIACED SPACM OBTAINED ulimC FACTOR SN&LI NOT BE LES� THAN ulmelUtit SPACING OMAM FOR EM>I ANCHOR -FIF - PIS SCIFEDUIL 1/4'. 1/4'. I/ 1. ,/.*. ,/.,. 114., ANCH10111t TYK PeKDR -­W` �� nowtz v -41M.A "-- -- I - ------- wFINIMUM11 ANCHOR SPACING ) 7 F , ,/r � !/, _L - ES,, tattlasm I.) - - - I ---!--- L 1/2' -� - �7--- 11 ! �- �, -, - . - I �� - -- oln- poj .- III, -- I --- -- � I/I,' - I In; - - , -In ;-,- - ,�; - , L) - FACTDR I '/2- * - - - 2 ., .1 To - - .- ]: 31117* 0 ED n 1:. LT.I--T-. $%,,- I - 1 SPACINGS ONLY VAUD WHEN SPACER(PtS USED. SEE I I FOR VAX. A.S.D. gLE I- DESIGN LOADS & MAX PANEL LENGTHS WHEN SPAM Is USED. I JmLLjJ a A.S.O. DESIGN LOAD MAXIIMILIM PANEIL LOOM 40 PSF OR LESS - W-8, > 40 PSF TO 50 PSF 6­2' > 50 PSF TO 60 PSF 1 5*- 10, I A MAXL PANEL LENGTHS ARE ONIIY VAUD FOR INSTALLATIONS W/ SCUD SVT ANCHORS & W1 (8 SPACER AT 12 1/2" O-C. INSTALLATION DEJAILS FOR LIFE SA ETY PANELAT: INTO POURED CONCREJE OR CONCRETE BLOCK STRUCTURES 1/4 , 0 TNPCON EXISTING POURED I/ " -0 TAPCON EXISTNC POURED 1/4 'f TAPCON EXiSTtNG POURED 1/4'0 TAPCON EXISITFIC POURED ANCHOR 0 9' O.0 CONCRETE OR ANCHOR 0 2* O C. CONCRET OR ANCHOR 0 9' 0 C CONCRETE 00 ANCHOR 0 9* 0, C CONCRETE OR /� � , CONCRETE BLOCX �,,� i CONCRETE 9LOC� /� I CONCRETE BLOCK , , , I CONCRETE BLO" 1. , ' GE I REOUIRED, I - REQUIRED. , , I REQUIRED "" i If I � REQUIRED 7,4 1 1, i � 3 �2) ,�. 1 4 r 1 ,� �., I _ . /, (i-' , i .. L 1-1 11 . I " i� (� I . , . I � I I I I I I .�%­ I ��, --- - I ! 4 � - �� �� i 1/2' I �� ,1/4' � . . . . . . I Ll L-, ,,/-* - = 1/2 1 1 !/A- 11 "a!-L- I'/" ... - ! :T7- , ­ � , .-- - , MAK- , � Mo. I � , - w I --- MAX I I I I 1. 1. . ED- . I I ... - ; i I I I.. I .� I .... It i ; I � I 1, � 47 ED- I I f .I- ,� ED- �, , , : I � I : I . I I I ; ... ��� : Is � � I I . I I I ; �� � : 1, �"�/, .1 I � ; ,( �� " I . I i I � I ; I I - ! �, I I I 'i . I -4 : , I i ,j) I - 4-wi I � r ,'-) r I 11 I � ­ 1, . I �, : 11- , i I � I' Mi,, : [ ,,)'�, ­ :: " 61:4 EIT C 1 11 1 I14�- EXIIIT ­ Wj� I .0 � .a� T` 11E'P`ARATPDN j TO CLASS I I I ­-F;a�q , I 11 " 11 EKTSTNC�' I I R I " Z_,, 11- SIPARATION , � ,# ,,/-,ja� , To GLASS . ,,, '0 ASS 0 I I I . I ,/...--" 1 Is ­ .A ��j G1 ASS GLASS I I I " ?I � . I A, , E, CIASS ,I A I AT CA ,I : 1 ; I - .T 11 ­P '. t '. w,cR- I I I ,. I I / I I wral"I'm :11F IT I � :: I � : : - - r-en � : � I I It 11 I -A I lo,cTP - 1-0) 11 I IT 1, , 'I I 'i � I , I I I i it I -- I IT " i I I ! I . :; 1! i ; I I v ft. I I! , .., , I t I I v M"� I 19 e ., � I I , I .L� MA, 9 "� -�- I I I -L. MAX 11 1-1 I I PANEL LENGTH I I �L � . PANEL 'E.CL­, � I e 11 � � ,� , PANEL LENCITH 7 : I (SEE ELEVATION ­� � i 6' PANEL LENGI. (SEE � I - O.., / tSLL CLEVAYFON I 1 1, ON SHEET i2) It ;: 41 (SET ELEVAT�O% i � � ! ON SHEF7 12� ;II 1, . T) 11 I IF � ON SHEET 12, 11 i I ELCVATION ON SHEET 121 �, t- SEPARATION -1 I 0 IT I 1 1 I 1 1 - -S - :� EPARAIJON i : I - 11 I I : I -0 GLASS I! . I I , I �l I , . . � I I jai TO GLASS 4 . I j . ­ ! = - , - ; : � , , � - , I I I 1, I Ii- III) .1 : 1, , I i ' , , I I I 0 L12 I I I , I I! I ; I � It- - I �, � ! I I L,!2 � i. . I I - i , I I I : � ��-,) I I i r I : , ' � L (i) c I I I I I I I f .-1� � I : i I I I I I a. E D - 4 : I I I : t I I , - , 13 E-D.- I � I I � ­ I ! E I , L E 0. IF ,� . CO. .. : I 11 ; : � . I I. .,/r -4, � I m,/f - ­ ' ­ I I I I � 1 � : A I I I I 10C I 4,- I Is I EQ it - --- - I EQ I -- , -- I 1 3/4- ,-,-,I . I , 1, I I. -L- -] - I I I I 11 I * I I I * � . --I ==, ED � !I I * , .. tomv . '. I mm .,( Eu� ,I 1, � ;6:'-2o.3/., .S m � 1; I I 11 , i, " I 4 11 1, I , 1, i i ,4-1 �- I 5� I ,2 '/pox ! : ; IF ,-��,XI, , I ,-' 1/4-40 TADCON I /4-lF TAPICON " ,,, I , I 1/41-il TAPCON 1/4-0 TAPCGN ANCHOR 0 9, CC ANCHOR 0 9* OC ANC,FCR 0 9* OC ANCHOR 0 V OC EXISTING POURED CONCRETE OR ErSING POURED CONCRETE OR. OUSTING POURED CONCRETE OR EXISTINKI POURED CONCRETE OR a MN�Ls CONCRETE BLOC� REOUIRED CONCRETE 8L DICK REOUREE? 0 LIMEEMEATtAPANEL ,2A 0 MERGULEAMERKELS CONCRETE BLOCK REOUmm CONCRETE BLOCK REQUIRED - = " 0 UFF-MY-PANEEL WALL MOUNTINGS SCALE 3/8-1- SOL 94MS 5 A is " ""Oft ANCHOR Irma Ye. TYPE A, SPACING FOR INSTALLATIONS Iwo o"Co. - -------- - ­­ mmaws, Amormst Immomo, D..) ---. ­---­­-- - 3 ­­­- saw FRAME BUILDIka MINIMUM ANCHOR SPACINGS AND MINIMUM """"""" ") �­ I ) 3 MOE DISTANCE ARE 'No"AT"D OFF =TCQ SCHEDULE FOR CO. LESS 7POIN IN - --t,.f C.­ --C III -�;i --i - --- Ep mucTiPLYNG SWING SHOWN, ON SCHFOU1 "' THE roLLoRvNC FNCToRs A=ft WK 010102 = - FACM I I/,- - 11 THIS opm"C" to se POSSIBLE. ICEIDUCED SPACING 0111 USMIG lFCmP SAAL, NOT BE LESS THAN � V2, 08, i = ,=ACFFC4.0 INDFIATID FOR EACH . THIS SCHEDULE '. OAK, , .1.1. .-- I - WALL ou"01711100"', T14 1 IN' ....... FIF, IS'. MOUKTINGS SCALE 3/0-1- ,4 1'11si%��\ . : : No. 44167 %. I . . - v FLORI A BUILDING CODE (Non High Velocity Hurricane Zon : FIT . III, -= -3t. STATE OF -` f IIIIalo �,`Cvo� - I 1 24 GAGE GALVANIZED STEEL STORM PANEL I D`VIKI B, I . A .. 40� z- . � I - -- � 1ORIIXt:-, , -r: -� - � , ­* - OW 7 - -1 ----," , I - , I\ ; 11LIECO... - - In m/mMe GLOBAL PROTECTION PRODUCTS, LLC. .11 ;01 � 11z" K" - 0�4­ .-� - / = YETITH11se, ENGINEERING CIDIMPANY Asooser 5 STREET - .P.L. F­ -.I---, �, .; ­­ ". - - I. F TIEN./SIONATURE/cAFT - III- --- ". - 00,)--l- 1. -)--v 1 (:-=?I';- -- A - . PIT �'. .,w (-)M-�s. "A" vv�Kww-m, 20-175 - - I I - It_ 0Q !�- i - i - ­. -- - 1 ------- ­ INSTALLATION DETAILS FOR LIFE SAFETY PANE --- --- J) --- I INTO WOOD �TRUCTURES i i------ - I , � �.,--7 ; i ­ - WOO() HEADER - REQUIRED !­ IFOOD HEADER i - RFOUIQED ; . i -­-�­ 1/4 , 0 TAPCON t- --T--- I --f TAPCON I _ , , ANC . * No" 0 !­* ", C i . I ,�. - i ANCHOR 0 S' 0 C ! i i . I I � I i I b 1 �2; _ I ! I � I 4 � I I I i i 1,2,; I -- . I , I - " 4 , � - 0�1 . I I '/2' 1 ,1/4' I I : . 1/4- I � . � MA" i I � - I ! j 1 , I I " I 2. I �� I i ., i min, I I il � F- -. . ­ I � i "­ 0.11 ­­� I I r I I - � �f 11 Exlsllt 1: I I �, ­.B�. 0 GLASS!I�'­Il I ; �/.,­- " "ff I : ! I .1 C:lm"* ! I! . ! I ! " - I 11111PI-4 , I I 11 ;; : UD­` CUR r-r) V' .. .., 61 I ; it I 'L� I I . � , 1. - � ' PANEL LENTI 4 m "i MAX I 1 It - 'L -TI, - . . , PAN .F1. "I -- (SEE ELEVA ICA I ;! 1 (SEE ELEVATION I IF I � I If ON SHEET 12) . .1 . 11 - ­ � ON SICE7 12) I I 9 ; III � 1, I I I it I ,,, I- ., I I f SEP TON 4- - : 11 I,-- 11 10 G�AS S 1�1 0 .11 �, I : I it '. , I : I -i-%, $-�PARAnON ! I I I I . -- i I I �, , if 70 GLASS. p - __ I I f ­- i , ; I L/I ��� - ; I 14 ­- ­ I I � - -- 11 : I , . �, -­ 1 15 � � � - I . vr .0 . I , ". CIO I EQ - - I 1. .,;�, - � 1. : : : - I -1 -1 . I I 1� - �*! i�--,- - I I ED I I I EO I , �L-j I I i I . t-- - -1 I � I - -­ - I � i 2*l4' WOOD i 2 *000 j I PLATE I 11,;41; , I � REQUIRED 1 1/4-0 PANELMATE PLUS i REQUIRED I I /4'0 PANCEMATE PLUS i I I . I ANCHOR 0 11 1/2' 0 C I r , i � . ! , . 1- I � I � ; ANCHOR 0 12 �/2- OC I it - I I I � , I I I I AU'RMU R-3AW 0 RFGULAf PANELS WALL MOUNTINGS 'H� ....... ........ .1 i'44'% ALMNA L-R- 0 SAMFETY OMAMEL . . e* . .. , , vp - - Eks�f* O;k *<�,r.�... .. . .. ... ., V . - , \ / I . . . . i : : a. 44167 '-. S. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I -- = * * 1 .� `XTEPIt, - I 11 I I 'N� ALLAMON ARE ONLY VAUD F'OR MAX, A S.L1 DESIGN PRESSURE RATINGS (p 3.f) AND DANEL -*! .: - ' S -j�.. STATE OF ,,*,,4:C E " f - '� '-,I b;,. . F"L0Rt-A-)#-*�----' - - , = --- � ­ �%,%- 24 GAGE GALVANIZED STEEL STORM PANEL - I , ` .1 - I \ GLOBAL PROTECTION PRODUCTS. LLC - / 11LIECOm.' - B, 01/�r L LENGTHS AS PER ELEVATION ON SHEET 12. 2, FOR NEW WOOD FRAME CONSTRUCTION WOOD Z " ��;�,Iv I , \ AMIC 1. 51 IT'IEV I - 0 -, ' I UM MEMBERS TO Of SOUTHERN PINE No 2. W1 SPECIFIC , ... 01.10 o7 �-/­ .. .1 - _1 �mll T FIL, 2331- PsU ­- I. P,MI,.­ �! "A PHPME� (IIIHIMse-1w. I., (-�MRI 1 20-175 DENSITY OF O.SS OR EOUAL. - - 1"". 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I . � - "'T, I ,r f N�-Fi-AT-1'4�, (�NL V-LE �':' -It,- I '�P� ,- -f� '71, ,� , 1, I I - �G[I ,[.,T -- I," A 1-1i.HP-!1E S71. -1 `1E. ­ 18, I - - EZI/18. +EZIW/18 I I TYPICAL ELEVATIQN FOR J,j SERIES 2000 E-Z HANG STORM PANEL (-­� SYSTEM (t) I ,-At , I" �­ M I ' I 2��;,HPI' Itii. . - ,,, 4­ (", - ."', - �t`,[`� - '- 777 1 7 S-,/ - S-Z \ 7 \ 7 ` 0111 I 7� , 77 7 �, I ,/,.�- � I I - w V SECTION A -A --,,�� 1;131­�' ,,,,.,-.,ill,"", ,",��V, P'...QJ/;"P,, I ,� -,- .... '. - . tI 1� ... � EN . �� i I FLORIDA BUILDING CODE (Nori High Velocity HL"i'a" Z-) - . . � Z : I c 44167 '- � Z Z I ­­ 11--1 PP.* 24 GAGE GALVANIZED STEEL STOPki PANEL I , TI � I - I L --­-----­ = . . = * L T It -= -- �*. r_ - 0 1 - - FATtO -- - -3-- - ST � �-4-..-�,IV � -3�1 . 12 , , - - ,�, I 01: 1 `I14MI, , 'I � 1"�) I ... , , * , . 7 I',- I "I", - , I - , I _ - ,Zi�.� ,,, , , ( ; - U "o "" -­ ... � -- - It �t,,*x­ " ", . - )UCTS LLC! '/"�­ -- /' 11LIECOsitic �", GLOBAL PROTECTION PRO( . . J HV,I:1 . ­.VEATNR CO.F. � A " -, --. " ,. . - 1%2 I S " � 411�1= -01P T", ­­�, � I I -11. - �-; .., 1- - ­.­­ - - - -- I I - I . ­11 - r-.1 - .. - " - " ", P. - IL�211: ,'I i o-1 7i;� I , . I I I W 11 Pi` It . madiftiOE--\j;-,,�""Er::t-41-"J,� wk " - � ­ ENE31NEE:RIN13 EXPRE138 "� PRODUCT EVALUATIor4 REPORT September IS. 2020 Application Number 17869L I - R2 EX Project Number 20-31543 Product Manufacturer, All American Shutters and Glass Manufactuter Zdress 1540 Donna Road West Palm Beach FL 33409 Product Name & Descriproom 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Ev aluation Report is being issued in accordance with the HiNquirements of the Florida Department of Business and Professional Regulabon (Florida Swirling Commonsmicori) Rule Chapter G I G20-3 005, F A, C . to' statewide acceptance pet Method I Ed) rho product noted above has been tested and/or evaluated as surrinnanzed herein to show compliance with the Floncla Building Code Seventh EcIfifion (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-eva(uation of this product shall be requited following pertinent Floticia Building Code modifications or revisions Substantiating Data: " PRODUCT EVALUATION DOCUMENTS . drawing #20-31543 filled '24ga Galvanized Steel Storm Panels (KVHZ IS Nom-1-6/1-1Z)". sheets 1 5 prepared bv E ngmeenng Express, signed & sealed by Frank Bennardo P E is an Integral part of this Evalua�oon Report . TEST REPORTS Uniform static s4ructuriall performance has been tested in accordance With TAS 202 test standards pet test repon(s) OBT-ASG-17-001 by Slackwatet Testing Inc Large missile impact resistance and cycloc loading performance has been tested in accordance vath TAS 201 and TEAS 203 test standards per test oeport(s) #ST.ASG- I T-001 by Blackwarer Testing Inc A STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based On comparative andfor rational anaNsts to quafify the following design cnIena 1. Maximum Allowable Spam 2 lifinunnum Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 i866) 396-9999 TEAI40,NG ...... N' ExPRESS.COM EnGiNEEIRINCE-FIFS5 CCM " - H � P... - -1. - , I � 11­­­­� / v . , " .. . - - � � 1. I, /I i E .,, -,,r r, , _ i, �, ­11 -111, 7- I . - -. 1-1tV *1 - �� .�11 4 . ". � 7 ,/ I , , P I I - ­-11 � '! x. -," 1�'i - -�7.1'1 rj -�. Tl!? �­ � - :� . :-� ­ . , - , ;" � 1. �', � - s ­­ - I ­I� ­1 - �: � - kll­ T"J I, I J1n,--.­;V,, ­`, ==== =� ,-� - 1-1 T T 7 ­- -11 ff I ['T-'-'�,� ,P _ ­11-- - , H.­'� I- ­-11-11-:1.H - . I u. �� I I ; "... . J �D L - � .,. , , , ,�� . � v­ ;� HDILrImPoc - - I `Y Z I 1. . � . �i� , I . , ;, ,, � � - , ­11., ,7,nz '. 7 - - %, - 1-1 11 ;��,;, 1­ ... ci�zl - I , �,�H­ 11­1 , a , , r. -. V',:T�, -ill "". .1- -.111i. %, - �BT11--C­- I-OLIZI` - (I., :1 �­H.]P " - -1 I.- ,--- ,Z ,V,�ItS, 111-11F, "IL ,Vq �i� VIP - ; r A 'I � � -1 ,-7 ­­ " -IN..- 1 -1 - F- Ir It 1­� ­�,,, Z7­1�1 ,, R �111­­17 , I -- -- , . . . " , I - - / � , "OR.- , i, �, * I I X., ..7n�� : ­ej I , . rz-_x , - " 7 �/ =­ie All I �­� ...... ,�;-­ / F 11 I I I I I I I 1. I -L,I,-i ; 1. ., . I'll 1,; I ,,I �,�� 0 � 0­ 'd ­� I. ­,Iii - i; �� "I-. I I 14 ­ - - P", - ��. � � 11 �,� .IX � :1-11., � 1111- �, I'Li tit, - 11 � I L -1, I 1. - , 1� �� '�'T-. ,�� �� I ,�:, -11-11�,- 1­11­1-f1'K1-�L!'-- z . V *M ir� 4* 44 � �; 1:1 ­-­ .'.�;� -11 � ­', - 1-1-LIL -1-1- ­­ T, I - I", ,,�I;.',� ! -- ,t � � , , , , - , -r 11,1 , :, "" I ­1 , 1, �--� I I,- I - X111- .L.1.1 - I'll. 9dW L- N C-� I 1�-,J t- E- f - I I N F, qWk Paue 2 (If 2 AllAmenean Shururs and Gla�s - 24ga Gakanized Steel Sturin Panels No 33% increase in allowable stress has been used in the desigH of this product Separation from glazing is not required for installations outside of wind zone 4 and essential factilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test Heporl(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 respective Product Evaluation Document (I a engineering detwing) Installation This product shall be installed on strict compliance with its respechve Product Evaluation Document (I a engineering drawing) along with all components noted themn Product components shall be of the material Specified in that ptoduct s respective Product Evaluation Document (I a engineering drawing) Limitations & Conditions of Use: Use of this product shall be in Bind accordance with the respective Product Evaluation Document (I a engineering drawing) as noted herein All supporting host structures shall be clesIgned to resist all supetimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted (of In this p(ackict's respective anchor schedule shall be dewgnLd for on a site -specific basis by a registered professional engineer All components which are permanently installed shall be protected against corrosion. contamination and other such damage at all finnes This potoducl has been designed for use within and wisilde the High Velocity Hurricane Zone IHVHZ) Respectfulh, . ,�, � . ;tr ,. - � �; -r�­::!�: .. , -;­­--t� -� , - '* " e . . :�- . 1�el­,.- ,4 . Frank Berinardo. PE ENGINEERING ExPREss', 'PF0(W6i4`P 1 Cert Audi 9W 160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TFAH4ENGIAIEfRING1EXPR*SS.00M E.GifttEAiNGEv,REss cc. -� ­,­­," � , , ­'-­ �t-­ �- " �7 . �1­111­ //F,;I, 51V��Z', U-7 . - - - A 1� 11 I ,� - . io I -L! - � - A -, % ,. �- " - � ` iL�L I �� ��i - -o- 1­1.1111 -, - ­.� 7 i � 1� � ­..�F � . - � .­­11 �. , 10 1: , e'l , 1:11 ­1­.--,TC, ­ �11 -1.1 -lu \ 1. �t � ,- 1- \ � I \0 1i I ; ;, Ix- - F-- 1 ­ �,� 1. -1 --L- 1�1;��, �N 1;4: 1-1 T , � _-. �_:H � C-1 C" - .-CP - I .. :��­1-11- L� -- I �t, I , . --i".- �, - -- � I , . - ,­, :- i,;��I��Y, � -11�', ­.­ - - Z ,,, . I �� 'r " � � �,,IUC :.­ , , -, - . " / �, - � ,,;, � � , .�F ~�" I -111. I �­­­i - . -T &i��,�Joi` sCCrrDN 1-1 � I , 1­-, �,,--- t.. , I , , , � . %, 11 � I ;- 11 , .;1 , ��, I I.- -- - I ­� 1,11 I 1". A, -� - 1-11 " 11-11 , - I- -11 ��'111­ ��1��IiF �- I I "I :­11111- L­ (�� :,-�n', , - , , `­­1 - %11 611 . 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III "I�Ej M I � Hu . �,V- .EK19 . -1 ii,11.1 Al Nd 1. 3: IL lig in ox . 3 rU rou '-.�' ,ci I - , U) � ED IT! C3 i � a -, ; In � !E -, W LLj I e g n !I 0 . 4 * !-, I � I I 11 ' "' I = 9 � ��. I - I ul - i 4 5 § !� � I . I � I - ,,, 1% L6 X: I < I I I 1 20-31543 J .--.- . Q3 --- - ­­-.1-- ­­.­ - ----- -- - ­ ..--- --------­- ------ - INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STO M PANEL X� � INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURE I I I Exi5TRING POURED �-- I CONCRETE OP � - 1 4*0 TAPCON BLOCK � - -- ANCHOR 0 12* 0 C I eC04CWIE vq REOU RED T � - v (0 I j) I � - I . #'A," HEX HEAD ITK INCIOD WADER 1 1 - " - . 1/. . . - jfI.'I* 1E. Him TEIF *. '"CON . � _ I - - ANCHOR 0 12' 0 C , SCRID. 06(-" IRCHP REQUIRED SCREW 04., -0. I I -- . EDGE OF I I EDGE OF "�L I 9 I -� I i � tt - -�- i o Ir- I I - - - La , �,�- 11, � 9 ; �: � ., i I ��JD � ED . .. -- I ; 2* 1 1 - I . El .I- I 1 MITI , .. t� r � El �.., - I I 1 4 ­­01-. "', I �-­[ 11 - ", I :5� I 11 ,/... -,- f I ,/.-.--I- 11 I SS - .9 t. - I 9 �­Ii - -1 � 0. v.... 9 I 110:: � U, OM AT A, 1, " MH, i Ji I /. * NN - IT J, 11.2' . u) , * ri-SEPARALECI vin i -0 -- I E 10 GLASS I � 3/16-. , SEPARATION - I All 6 ALUNNNUM POP - a TO CLASS , ALUMMUIO POP G I � F. REVE1 - � PM I ,' I 1 �� 0 _1 " I : � , A I - I, � I I it It 11 ­ I ,T I I ,/. � I I W-0, I I it 1. : 5-0, 1 ­;;', I I NIAX � I ILAX L, It �� I IV. it ! I ANF.1 J14TH s, IF - ! . PANEL �J[NrTM TIP AT D, R . - - F oe `�� ; I t . I I , I. ! AT . I 11 , I I I I ; t - 11 I I I I , ; �f I � � i I I '. ., , -- I 101 I- mi,, 0 1 8- SEPARAT I 'ON -1 , -1 /A I " "' .. it I 0 GLASS � " - SEPARATION, ��" - .11: 'O , C=C N 'O GLASS : CF -L' lot �- S"Pi+i�-,2,!1",-G-�- I it I I � I 50% 0 �; C T/4'*-20'2' OF 'L' ; , , " I '� It : IT � M11MBSCREW f , i . ' I I II " I L I I - - --I ' i . r � ' I I , � __I I . I � : I --- --I -1 , �,, , . --- I 11" : I' I I - . I - e I i ED I I ! . � I I 1/"- 7EV -- - I - -� , ,,, I -J <40W88I - - I ­ '- E, (7�, & I �� / _ , , � , ;�� � ltl2" 1 I , - . ----7- ' �,� - - i 4. 6 71 _I 11f. � � 1, 4'0 1APCON ANCHOR L, 1­ - / III ,2. G, / . I i 1 ., 1/4-0 1APCON. 0 � EXISTING PCUALO . c C 7"", `0`0 I - I ANCHOR 0 12 C , tooric OR EXPFIL�P I CONCRETE r i' RLATI ,H_ , EQUIRED C ONCRETE BLOCK I . . . 1 I REOURRED WALL MOUNIIING I I SECTION E21 ALTERNATIVE EZ1W SCALE 3/8=1- SCALE 3/8-1- 00" ...... i i ........ �: � ,4,;�. ..!�!�;"Z,�,,. , ,$ , ,�..-`,Nf,ENSj`-. P� .. , , . _ , I G CODL _ , ' � FLORIDA BUILD14 (Mon High Velocity ki-iccHIP ZoH,9) ft= * MIN. PANEL LENGTH Z : 0, 441 .. t I-L �-1 - I rP = . : = 24 GAGE GALVANIZED STEEL STORM PANEL I NSTA,J­A:7ION ARE ONLY VALID FOR VAX. ASO DESIGN SHAIL BE 2'-6" = * .* - I 0- , * : * I I - . . = 1� . 11, - PRESSURE RATING +/- 40.0 p ,I AND e'-O' MAX Z I STATE 0$�� -- * . STATE 01��, , - 1w- -1 I I � ' I _ - , :V - ' GLOBAL PROTECTION PROOLICTS. U-C.1 """ 'I" PANEL LENGTH � .:P, ... L'. �) .tt .1 , 11 L I E C 0 em. 11 , T , ,W-- . \ 0 ­ S. 11 11- 2, FOR NEW WOOD FRAME CONSTRUCIION WOOD �, ,� �, _ � AN ... 1Ek1Z1,:' .11"!'. IWI:ril -* -I*,=,.,- c- 1. .W. 1. 1111. ' r I _ ,_ ­ _ _ ­ - ­�' -- 111--1 - ( .I I— 20-175 I MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC ", � "5t, � �� - IT- '10NAIL ­111� , A. ­,. DENSITY OF 0 55 OR EQUAL " _ --- -- , =1 . W. i 1 _ 1 _ _ I _ I _ I �A­- - , " - ... "Nuo", , ,F I I I. � I _ , I.o/7i.q --,A I I,-" 11 FT I , -f --------------- irvornri, " . ,a - - ft,�-DA I, I ", , I I F'�q ; , ---..------- . -7;N, EPAPAXW)ELA-4; ­Ir IMEM­5`TDCP1 MAXIMUM ALLOWABLE ­,�---'-, N". ALL AMERICAN SHUTTERS AND GLASS 9,, -'I 1P, ; -- I I - - 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) � DESIGN PR SSURES: `1�1 �, , � --�!. . Tw,Y� , ��:,e �7,1!�-�PTOX . , 11 MM, A - I_ -, ,.� .': .1 , ;5� rz--Tif, -,N ,i"i'-Ni DESIGN NOTES: I 5TEE'LLES '�, Ai I " WIDTH UNUMITED - (PERP, 10 PANEL SPAN) - POS FIVE AND NEGATIVE DE51GN PRESSURES CALCULATED I FOR USE WITH THIS SYSTEM SMALL BE DETERMINED REP, - SEPARATE 'CO Ar WITH ThE "'6' 'a "" � I. HT 5 . I I . I N1. ; 1 5 FOP MOUNT (CONN- TIP. ITYPE AS REQD) SECTI , - ONSri OPFIONAL4`20 STITCH � BOLTS WITH WASH ERED GCV Rjou� HE IEME S 6 .,.,. ENTR A 19 TAND CHAPTER D, E G C.DIC.ffi '. 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR ALTOTHEPOSITIVE ORNEGATIVE DESIGN U RE CAPACITY VALUES LISTED HEREIN FOR Art, PREESJU ASSEMBLY AS SHOWN " ri I iis�u ­> I , � 11 - li 1 ,�/- � F- Wit NONUTS FAISTENED 0 1 i i I I.. I OVERLAPS 0 MIDSPAN (VIE - �9� � APPROPRIATE SPAN TABLE) GENERAL NOTES:- I , ;51 I ; ,� . - 8 * / I'll I THIS S15C IFICALTION HAS BEEN DESIGNED AND SHALL IsE FABRICATED IN I - - - �` - VP _�N � - X -.-- ­­ ACCORDANCE Wl;�.IHVI UjL1.MB- OF THE FUOR- ItUILDIII. CODE EDUTH, D ,gN T ASIDE Mo O""'IDE OF THE H-2 "' T`AV&E2`2I 202 AND �03 ST PROT CONTRACTOR SHALL INFIESPIGATE . 1 U`OLS 11 .. 'D E3 ­, jM; F- . , I �-­ F I , � � I .. 156, - - ,ii . ;! -, , I M� - AND CONFORM TO ALL LOCAL BUILDING CODE A14ENDMENTS WHICH MAY ' APPLY. DESIGN CR17ERIA BEYOND AS STATED HEREIN MAY REQUIRE AIIETTIONALSPIE-SIPFIEFIC SEALED ENGINEERING. 2 DES1 NO 33-1/3% IMCFE - IN ALLOWABLE STIESS HAS BEEN USED IN THE ON OF TH15 SYS ' Lh � ; 6 -;-, � \ . I T -4 ; L-- �4 t � I , ? i � - BOTTO ( � � � 3. THE ARCHITIECTIEENGINEER OF RECORD FOR THE PROJECT STRUICTUREE SUP R WITHWHICH THIS DESIGN IS USEDSHALL BE KISPOTISISLE MATHEINTEGAMCFA SUPPORTING SURFACES TO THIS DESIGN WHICH SITIALI-RE COORDINATED BY TH PERMITTING CONTRACTOR, 4 Sep ARATE %�SPECIFTCSZAL20 ENGINEERING SHALI RE UIREL [it R TO DEVIATE! MON LOAD EL OR SIMS C04T;& oltor "IED ,N.uN,&15I!PU!C1ION HEREIN. CONTACTTO's FOR ALTERNATE SP,Pr CALCULATIONS AS 0 � a X -. I z I , (CON P I � - , - t. REQ1D) I I f . , I I �, - , , 0 3's I. MAY BE AT Too- - .. MAY .1 TE.D T­H A. "n'" 5 e S" DETAILeD HMMN 15 GEN RIC AND DOES NOT PROVIOt INFORMATION MR A SPEOFTC SM. MR SITE CONDITIONS D�EPN947 MON T E CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED APCHI7eCr SHALL PREPARE �51TE SPECIFIC DOCUMENTS 'OfIt IJSE IN Q 1 2. LLA I I � 2 0 . 4 - , i - I I --- J B. BOTTOM - . VERTICAL MOUNT ELEVATION TYPICAL C oUoUN­WrTH`THISDOG..ENT 6. DESIGN PRESSURES NOTED HEREIN ARE BASED 0 N NIMIM IJ M TESTED PRESSURES DIVIDED BY A 2.5 SAFETY FACTC R. 26 = A - -P* I I (T) . III N T S ELEVATION I i ' ALL FAS"E' IRS To N OTHERWISE, FASTENERS SM AX-0 OR GREATERSAEGRADE 3 UNLESS NOTED LLB f CADMIUM-PI-KIED ON OTHERWISE CORROSION-RIESISTANT MATERIAL AND SHALL COMPLY WITH 5PECJFICA7rDN5 FOR ALUMINUM 51HRUCTLIFIES'SECTION 1 3 BY THE ALUMINUM ASSOCIATION, INC, s A' Y APPLICABLE FEDERAL. STATE, AND/oR LOCAL CODES (A 3 � 9 - , , i Z5 9 C I � I TOP MOUNT - L,HaX 1 (C- N TIRE r-(SPAN ABOVE � AG REQ'D)-\ - STRUC-PrON) r T I r - . I , BOTTOM � z r-OLDV` . ­,!!J - ECONN TIRE z � .k I 46 RECID) a 1H - R., � � � 1. T a AU- STORM PANELS SMALL BE 24CA STEEL L�0,024" IF CDALPTY STEES AM PANELS STAILILL COFIFORM10 ASTM Ai551 SlTftl)�URAL-� L. GA0GALVANIzro COATING WITH A MINIMUM PY-48.1 KSL III UNLE ALL ALUMINUM EXTRUSIONS SHALL BE 6063�Toi ALUMINUM ALLOY. " 55 NOT Q OTME.W1515. CONDITIONS DICTATE PANfLSP4AYBENOkJNTEDVERTrCA�VOrt MO IZONTALLY AS APPLICABLE. I CONCRETE ANCHORS NOTED HEREIN SHALI, WE EMBEDDED YiD, NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER M I ANUFArTUREIVS RECOMMENDATIONS. 3. T E CONTRACTOR 15 RESPONSISLE TO INSULATE OR PROTECT ALL FEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELK.7kOLYSIS 22 LU M -cc :J -C i - . Iffl. � N I 5 ` , I " � IS _ � '� �' i5 I (LOCATION NAY VARY , - � V . � �r ­ � I - SHOWN ONLY, USE 01 THIS SPECIFICATION BY C)TITILACTOR. tot. al JHMMELIPPM HARMLESS THIS EINGITIM FOR ALL COST & DAMAGeS INCLUDING LEIGA�Lv" F E&&"PELLA7EFEE'�RE6ULTMGFkCtMMATERIALL 2 I I 4, ; I I I I Ill . - N � 1. -, I, -TOP MOUNT I I N TIRE � AS RECTD) , . ---- . L , , � I I � I I -L2 - .. � BOT-1,11M MOUNT f�NN-/ ' , (SPAN BELOW : TYPE AS REOD) 05ST RUCTION) RABRICATIOEL'Sy STE" ERECTION, & CONSTRUCTION PRArTICES BE ON D THAT VVHICM ISCALLeo MR SYLOCAL, SPATE, &FEDERAL, COLIM N FROM ­`H[ORS OF THIS FURN. 11 "CIPIAIIURIISLIIIO�MIISIII,"IIAIIIIMOIIILL UP FICATIONSORAFFIRMAT'IDEGARE NIFENDED I& -FAIPIONS-011TIONS .POTHERMA-11-1-to.-IME1117' APRE TICITY PERFUME) AND MALIDATE THIS :tRICIFICATIOtil N LED 'PER EPA ELS SHALL BE PERMANENTLY URSE ,WITH A MINHIUM PF (1) LABEL VE RY 3D FEET CONTAMINGTHE FOLLOW TIGINFORMATION, ALLA ERICAN SHLITTERSANDCLASS WESTMPA1­M BEACH, FL 1,9119 - I I. i I I I i I E I i I P F V 11 I I .1i 0 11 � � � PANELS, KAY BE NOTCH ED REQUIRED 14AL Y, .20 STITCH AS ONS I BOLTS WITH WASHEEUED PROVIDED THAT CONNECTI AND ANCHORS ARE USED WHICH F1 WINEGNUTS FASTENED 9 � SPAN EN , OVERLAPS 0 MIDSPAN (USE I I . . SPAN TAEILE� , TAS20I,TR5Z02&TA 203 FLORIDA PRODUCTAPPROVAL NUMBER ) , ��"�K , ­­ -----�11 " VISIT �`-, IM IM � 20-31543 -- - ffigimm? - VERTICAL MOUNT ELEVATION 7".�l!"'Tt"';�?''i-I -----75 1 T ---/ I I - /-2-'% (NOTCHED PANELS) - � � 1 \4.1,/ ELT S ELEVATION ."""!"! -1­ IIIIII-1- , Na i �.1-1��c.,AuOAE Mi ! - - L? I . .. ..... .114W - ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE � NELS I .iri-IN' Ill".%' F*N1, IkITAUHI�E,IAQLVI�Dt.Y. ; IIIVI It WIN [).�IPU 4 A. 111tN1W - I'll I-;, AoAXUVIUM I I IiiSIGN Pat.-AhLI TAI I A Ift. -NS LJFS� IN�TAI (AIWINS -,E]APIR ,.E S"J"t il." I �PA th. I To ". i � . r"N'. ,.to 10 ANIVE -'RAL, t ", � AN ,) AKIVT CNA(i � - ., ,,, I � 11.111. ; E Co..,, : 'I �5 � IAL? [1.1, 1 I i, O� �� I I ;, �:! 1 .140 � I 111 C1.1. " L 1. IN, 1,� I i6',, . - .! 4� � I I* 11 "I � 6 UT, " - 1:6:: .15. 1 N it 1,� i 1, 06,� � 6 " ./ " 1 111b & 1. i 6'W:, � " i, ,.' HIT, - , . RA ", i 6 L)"? " . 2 11',, - ,' 1� - "a." t . � , 11 ,,, - 2 7"". I ., 11 lbA:, F I �,,, 2 90 " - .1 1: ­­-----�7- - 70 ;' i , - , I II.,, I - � M,,­- . SPAN SCHEDULE NOTES: I. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LCAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABI E STORM FANEi SPAN SCItEOULE IS&CCEPTABLEFOP USE WIT) - POSITIVE LOAD 5 LESS �M OR EQUAL TO NEGATIVE DESIGN LOADS 2. -PANEL FASYENFRS APE STUDS USED IN CON)UPIC-TrON WITH ALL MOUNTING EXTRUSIONS i-F'-TRACX. S7,DDED ANGLE. ETC ) JSE 6 25 0 C PARR FASTENER SPACING TABLE VALOE5 FOR ALL H' Att HEADCAS (INCLUDING BUILD OUT CONDITIONS) 3 UNEAp INTERPOLATION BETWEEN LOADS I' ACCEPTABLE. OTHERWISE IJSF NEXT HIGHER LOAD GLASS SEPARATION NOTES: M�NIMENTF.P SPAN SCHEDULE WIT� POSITIVE DISSIGN LOAD TO DFIERMINE UP ALLOWABLE SEPARATION FROM THE OPENING TO BE FROTELTED i E,CHEDIJUE 15 REQUIRED FOP USE WTTH POSITIVE LOADS ONLY 1NTEPROI4TIOH BE-VLEEN tOADS IS ACCEPTABLE OTHERWISE USE NEXT HIGHER LOA 0 � - FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIA, FACILITIES IN ASTM WIND ZONE5 I THROUGH 3 THE GLASS SEPARATION SCHEDULE IS frUT REQUIRED AND NO MINIMUM 5EPARATIO14 FROM THE PAUTE�LJW OPENING 15 REQUIRED \113 MINIMUM ALLOWABLE SPAN SCHEDULE _ (f��� TOP MOUNT I S ' 8 2 . 41 I; A ,I � I �i ;1 ,, , . 1 . , , 'I I I I - " ; k? i S - I I 5, ; f ,, 2 ,- �, ,� , A �2 - .9 �� , L I , i ! I � � �, I I- - -, J I, � ,- L, I . T' I i I , a I ". 'I"...d., a 0, 0- � '4- 25- Z�- 2, 2` IT 29 BIPPIVul 'L' MANdl, 0 T 17 23' ,A- 2$� 2­7 24 - O' 24- 23' - 26 H­ Z 2.5 A Ir "..., 0 q IF (r 231 24- 25- 2- 21 U 21 �, , .� :3 -. 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IV. MEALPIERT �� V :� -; V � I - &iLtE� (10� 0-41� &Ltm-� &0&-1hk`­ L � % I 11 " I 7 3 380 .. MAY 0 313" . P I 1.5604- -�I.S`501 IS10 0. 0 � III - O.- - " '64.1i;,, ,�� " 6'4'1;5� RW 499 -,p 1 .. i I"- ,, 1 12.500" PANEL COVERAGE - �J�k, ,',�jj� . 0 3SO, - -LLRR!:z�f to, . , - . - � �5c,, G2 1 .. � I EWLI � -- - - :::J="7 L. � I q 971" PANEL LUEN § IrT, UP f=FTT .- - . 1; I.D. 11 &11-� I MRFCTICII � ! T- O QW. ��L 0,1190' .' RE - , ic-, , DO 135­� �,305-j " . TY P , L 2,;;a� ;�F'j 957.4-­1 @) BUILD -OUT *r IRA ,�'Y` IRAC% *t) �1111­­, wr" MW . (') Kumm p2m � TYR :1 �9 - 0 . � 0 j13.- - - � - �I;,; I � . -1 .it' U '� I .. n F I�E- 0 �� -�, "'�-,, " -2!i - ­ , - , , ,`V""J"� �. L , 1. - - I 1 272" 1 ; � C ! � .�M-T­ T - 0 T-7 � ; -.1-1 1,­ _i�'L­ 75 000 -=[7,=,--,=---- MA. -., Jtj Ono PEVENS5D ­ C, ­� : _ -1" OE�LE _jjER 'EXEDI � I I . 1 'A I T " , ­11 2"­ DIED) I 1­­­ H'. .. r � I - 1-1-115-LALt.- = 8 ;Z 1.0001, i­,��i'?�i , oot". 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Mffi@Wffl1flRHfflfflM�ffl � �M�m 1111133 mm��9113111111=1111111�113311 WMIRIFIFUMARMIZOMMM - KMM- fflmmgm� �EMMM �ffi�mfflfflmfflm Mam MMEMMMM� - =131111111711111 MIFMFAFM� M[3111101111=11111M!Ilrm� .. I I .. �EEMUT-MMUNUMM9=111XIIIIINOM�M - IMI amlffmmmm�� ffi�ffifflN"!"1"'1//1//1 - 011 - i - - . .­­­'­1 - - I - I E���� nomET.rrg.-,7� �IM1ff-r,X=, MME= IMI n3M IMIRTM"MMEM1�11111IM111 "XMIllimm ffimmfflffiffl�m I .-AITYPoI.--rio- 1--l-piiiiiiiiiiiiiIJEMM ­111­­ �, � I �=Mmffiffl�N�1311 �ffiIMI . MM��IIIMIIIff,X19y.TlIlIIIIwIIII . Mm� Mwfflmw��Eff IMI �* MIM�QIIIMIIIIFMMV,,�// MI RyM"M//'1 MmwnwaRIIIMIIIIMMU� � .,.. �­ IMIMMEERAMOW �MM�iiiMiiiIam� miiiimiiian lw�ww=�� IMIRY111111"M IMIMZ�m - M� ANCHOR NOTES: I gNCHOR SCHEDULE APPLIES TO A� PRODucrs CSITIFIED HEREIN, BUT ONLI MOVIDES MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLESPAN5 AND PRISS-URISIS INDICATE[) IN SPAN SCHEDULE SHALL APPLY 2 EliPTERANCHOR 5CH LE RASEGON PANEL FA57ENER SPACING THE E41STING STRUCTURE MA 5 SB-EC7 DESIGN LOAD GREATER THANOR EQUALTO NMATIVE DESIGN LOZRIAL & ANCHOR TYPE ON SHUTTER ANDSELECTSPAN GREATERTMAN OR EQUALTO SHLIrTERSPANILSELEE-7 CONNECTIONTYPE RA13ED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTi FICA TION OF CONNEC110EI TYPE) 3 PAWL FASTENERS' ARE STUDS USEDIN CONIUNCTIONWTTH ALL MOUNTING EMUSRIPIA ("F--rRRcN,S1UOr,EDANG1UE, ETC I JSE625"O.0 PANEL FASTENER SPACING TABLE VALUES MR ALL "H'- AND 'U"-HEADERS (INCLUDING 51JILI-01,17 CONDII-FrONS) 4 ANCHORS SHALL BE INSTALLED I N AO[ORDANCE WITH MANUM-PURUERS'RECOMMENCATTONS. t HOLLOW LQCK HOST 5TRUCTVRESHALL CONFORM TO ASTM C90 BLOCK a I; 6 MMMUM EMBEDMENT SHALL BE AS NOTEDTN ANCHORSCHEDULE. EMBEDMENT AN 7 MINIMUM _ 0 EDGE DISTANCE EXCLUDES 5TUCO3, FOAM, BRICK, AND OTHER WAU FINISHES WALL FINISHES SHALL HE UMETED TO i/4" MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST ST P UCrURE 9, CONCRETE ANCHORS NOTE[) HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY 9. WHERE EYISTING STRUCTURE IS WOOD FRAMING, EYISTI RIG CONDITIONS MAY VARY. FIELD VEFJ FY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD FA66TENING TO PLYWOOD III. ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10 WHERE AN CHOPS FASTEN TO NARROW FACE Of STUD FRAMING, FASTENER SMALL BE LOCATED IN CFEPEEPL OF NOMINAL 2' X 4* (MIN.) WOOD STUD (;I,' EDGE DISTANCE 15 ACCEPTABLE FOP, WOOL, FRAMING) WOOD STUD SHALL BE `SOUTHERN PINE'G-0 55 OIL GREATER DENSITY LAGSOREW SHALL HAVE PMLLIPS PAN HEAD OR HEX HEAD� It PUEMOVASLEA HORSARE DEWALTRAINELMATE,AILL-FOINTS SOLID -SET& BRASS BUSHING 12 MACHINE SCREWS, SHALL HAVE 1fl- MINIMUM ENGAGEMENT OF THREADS INTL' THE BASE ANCHOR AND MAY HAVE ErTHEP A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (UDEWALK BCLT) U NG 13 MIMMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OP. OTHER WALL FIWSHES 14 M DESIGNATES ANCHOR CONDITIONS 14HTCH ARE NOT ACCEPTABLE USES Is * DIRECT M EMIRS CONDITIONS 1 6 LINEAR INITERPOLATION 15 NOT PERMrT7E0 FOR USE WITH THE WICHOR SCHEDULES LISTED ON THIS SHEET 1 20-31543 _ I IRRN ""'m HHINA'"�� ".1.1 1�1 . �, p - , i.- ­4- - . � , - ,E ., , N ­P. . Eir M� A: e I I --'-" 1 11 � <. - ou 0 1 1 �! 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