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HomeMy WebLinkAbout36524 Garden Wall Ways rn 3 3 a rn un m Lo N 0 .a 0 0 J N 0 0 I i rn V) 0 0 J u7 0 I N Ln L 0 cn 0 O 3 H Q N N E E 0 S v J N a� t� 0 N 0 a 0 0. U 2 t7 N Cn N 0 0 0 a 0 N 0 a m v ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Red. 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 orA.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Fig. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor 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 SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor 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 LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DIED 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 Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO & 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. INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not 1% irl Llimited 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 1941 Al B1 KLM 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. r., C= y r CV IQ- G a L^ G L U 1C R C.9 M LL CO>e •+ C lb d N 47 'J 6'8 Q N W L RL y Q7 �d d (Q N C O O � v L O N C� N © 1 ,L 91I `l tld A I aP •.� •� -aS E a s � N ` - .r z� _. Fi.`Oc�.4 � �. �N Ilk ...•�; 10NIN .. ,f Ft4t 9t, 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. U) W a v E o M 8 q o � @'�ti 00 U) - P N c �� 4 LL J u- W J LL U- 0 _ Lu 'Srn LL Z L Z 2 W y 0 _ w 0 `° ` ) o 0 W is2a- Z LL C1 J N Cl) Z H J O U ¢ o0 W 0 rn oU) M 0 N z o � e J a v� z Ql CD � w � l� � � o U MI e L p zl� N U rn ma Cl— 0 S� W ch J o � a � p w =o -z �m zo z® � o H rp E ng wX 00 �U az Z Qp�p<C z — Q o0 OU �g Zr m aW o< O Z go 2 W T m i 2 a0 Z 11 o w¢ ER V a OU 3 zl< .o `o = >� J L , rn CU Q N o o Y m h ' L r C / QI� O CM o N -0 ` N L ai r �— \ 'i— LO T E c CIO Z Z E o cc E U c a Q p JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. -CS T— V e C c a � I O T O EGRESS EGRESS - I 00 b°' 5-SH 16" DEEP j h AC PA �� - - - - - ae - 36 N PANTRY FIBERGLASS I SURROUND I S3 ----- I RANGE R/- =W 8 01'- two FLAT CL . �h- T li TYP 1 fc� @ I ! ■ I �� \ `I' - - - N - ,._._... KETHt€N 2�6 TILE �- - -cP - ^ p - I flu B I -, STORY h 21'-2" 2 10 -4 10'-4 1„ 2 2 4 i� Ca 5' lit 0 O �\ I TILE SINKw/pISP _ r- -�' _ I b`° , r T BEDROOM 3 1 -BT- ' ~ BEDROOM 4 - ___ CAFE O \ o N 0 1 D.W. i o o Q J - BEDROOM " 2 ca PE 8'-0" CL'G. _ __ BILE__ - � i 8'-0" CLG. r P T I O VAULT. CLG. o T `� N > U L _ _- -_ _ - _ _ , „ 8-0 CLG. z !-_ .__ Oo CARPET �W qO o CARPET I --------==-------] � --- -- o OW r o - 1 - OPT �- CARPET q M N rC 1 REF.I 1 ._ 5068 B.F. 0 4'-0' " 6-10" 8'-8"11'-7'I 14'-6" 5'- rz i� 2668 Cl) r 2668R&S M III T r ----- R&S ---- HDR AT 7'-4"- I T-10" '-8" 10I -10$- I 1 I - 1-- -- - 78'„ -4"23 I� Oty A 0 ENTRY o = 2:12 VAULTED CLG. r I 94CG. ;_- 1�ILE11r . 3068 8'-0" CLG. T O M FAMILY R M r 9'-4" CLG. R.A.G. O o `r 2x4 #2 SPF 8 CARPET 28 Y (3) w/ D 1 K DTT2Z @ BASE C 00 S3 3 S3 1 T ------- --- I I I �I 1 AHU CLOG ,� r _ _ NOTE: FINISHED I WALLS TO BE I I VILE n tl I FLUSH. VERIFY IN I I I I A S3 s 5' 118' It 1 4'-0" 1 I\ tl II 11 1 FIELD. I OPT. D OPT. I I I TYP @ 1 STORY 1 0i TP - 1- I -1 knl I �UtWI I I I - ---- - G (3) 2x4 #2 SPF w/ BERGL DTT2Z @ BASE SURROUND SS ' - __---i Mloo I Xis UI �' I p 1 O I 1 I 1 00 7----- R&S -- �I N HANSON 60"x36" - - - I K I I I SHOWER Cy BOX @ 36" A.F.F. r S3 a, I I OUJI I I I I ( I - = -� - ---- � ,' 3i' 8zl DRYER VENT THRU ROOF EDGE OF SLAB 2" BEYOND WALL 1 p I I I I I 2868 5 3 �10 I o _� A v� � 17-8" 2668 7 g 20'; J' I co 8, - 10 3 0 - -- 2 CAR UAKAU rn M W I iV _ - I I -- 05 r -I I_ O BAT =� MT - W. I.C.T 05 8'-0" CLG. I I I ■ OWNERS SUITE `� �B r, 0" CL 8'-0' CLG. ' , BUILDER TO PROVIDE I I I o, I -50 8'-0" CLG. - TILE -- - - CARPET I 2' 6" APPLIANCE PROTECTION I I I CARPET - -N O WHEN REQUIRED PER FBC I I I K TYP @ 0 IN - W.H. VERIFY LOCATION ct ELECTRICAL PANEL I I L____________ I I I GARAGE S4 OPENING 0 - 5-SH ' w �I __--__-____ I 6" DP: ' R&S o0 55'-10" -lr-=� -� VERIF METER RE LOCATION WITH BUILDER HEADER SCHEDULE SIZE REMARKS KHEADER (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38J 184X371 S.H. 14 20 X 50 1 18 4 X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20X72 187'X714 S.H. 11­12 271/4X26 26X25J S.H. 1 H3 27 1/4 X 38 J 26 x 371 S.H. 1H4 27 X50 26x50 S.H. 11-15 277'X63 26X621/2 S.H. 11-16 2711X72 26X711/2 S.H. 22 37 J X 26 36 4 X 251/2 S.H. 23 374X38J 364X37314 S.H. 24 37JX50J 36JX50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 364 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 z WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 52 J X 37 i S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 7 X 62' S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H, DOUBLE 39X59 79 X 59 N/A S.H. aTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: Y4"=V-0" r;pnprnI Nntpc R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.53. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 GG SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 PATIO INSULATION REQ. 23 LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) c�a 0 e-m c 0 CV -a �q W co -o p W LLJ U_ L c Cn R V N c CA - cc O - N -C W tocc Q � N Y 3 O7 a, C. CU CU ca c E ID a. v .p I INN • �� k J &D < 'CEO ' .• � ,�c�, ,,�� tti.fl!!! 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 - Residentiai 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E 4 8 °D UJm 5 u- rn fl O W t�i � N J LL IL Z -arn a 5 .�TQ WNo :3 Co cW CP m w 2 L0 M Z Q Z N O U U W aE3 o � z N z � � Q J a N M z � o Ln4-1 ) o-� w o L/) V) � in U W J - _ E w � l v o 8 c U) mid o w M M J w ¢ Z Q � o � g aR a sLL Za CU o p d r 00 o ¢ CO ro o <o Z �W � <o m� o z m J � ¢w �z o� U ¢' O z O U W C/) oLL a z w o w� �o v zl< a= 0 3 >(.0 J L ! v rn f0 �\ CO o CY Y U) m N im c Ln r cn 0 u 0-)QI N co CD N L Oo � r E Z cM o z ca z E 0 acc ca c a E U � Q p o � JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. 1 -- - - . - - -� -i r-rrr--r-T art T _.. -- _. I 1 - ..-�. ... .,. I: .....II .I ,i. :, .l.l ..i.;. �. _i 11 ..L: . -I_'1.., _ .. 11 _T- I.. VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIESCn / W Q MEDICINE CABINET 00 0z 0z O > 1 _ CV > I co co co It KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER FIN. FLR. KITCHEN c 0 M NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. -- TOWEL BAR a ON BATHROOM WALL SHWR. o �_ VALVES W o 00 = r C° SOAP - 00 o DISH �j 1 LO 0 0 _ 1 C'7 cn O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 0 0 1 CV OPT. REF. 0 0 0 KITCHEN O F, BATH 2 MIRROR 4L 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 X O BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE 1 0 1 CABINETS 00 00 o I — rIN 1 - C° in a 0 1'-21' 2x T t1 Lf) `t 1 00 1 FRAMING rIN - O - O (.0O 1 /2" GYP c14 N cV c? BOARD FIN. FLR. r W. FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1/2"=1'-0" e+� C= C%j e CN4 w m M C ,O fJ Q �ro�L Uf a, O J Q y.r N � x 3 cc L f0 y B9 .�7 V d � o O. v L II'lliIt ��_ WN gd��j� • lJ `L/ o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q U • ® " OF 'o Co u7 N CO # 'Z di Q ej ccoo v # u- C J LL W o ._ -j ui 3 W Y r o O =3 m 04 r�mpjO� m w Z LLW L-, NZ a J Z N O U 0 v W ❑❑ C7 Z N M O CD(=, Z o d �C N � /) V M z O UI c 0 w O L/) w o C w �V) 1- in (6 U w J a Wv h- - �c o S d �li U o N c rn d N v1 O 9 W m J q3 > z a LL o- E U zo >N =o 00 1- ID X o 6 ¢ -0 U U K � d ° - ¢ zo 0 a z W (!� C zz m0 < . m U �w m < z 0 � 0 CA m oLL �0 az 1F, �i o= = r J o wQ �� ;o ICI v 0 zIa � 3 N 0 Ln, LO co � � N co Co O � r Cn m 3: N m LO r O L N co O r �t S3 0 N LO O) 0 r �-- r ui w N � r M o Z ca z E Q CU d >= U J Q p J JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. 2 T I Q rn Ln rn ID a C Cr (n 0 0 0 J N Lr) O I N Q Ln Ln Iu 0 V) 311 C) Q 0 N O I N L L 0 cn -n C i Q N CD d E 0 x 0 J y N E2 V E C v i VI U 0 C n: 0 0 U J v i N O a 0 rM N O N 0 Q m Cn SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — 4'-0" RIDGE VENT T.O.M. HDR HGT. _ —I— O TEXTURED tb 0O CEMENTICIOUS CD FINISH ON C.M.U. (TYP.) I F.FL. 12 5� 0 FE 16070 OVERHEAD DOOR 3068 11'-0" RIDGE VENT 12 5 12 �5 12 ---------------------HEEL 24 FRONT ELEVATION - Al 14'-0" RIDGE VENT 0 d' 0 bo 12 �5 RIGHT ELEVATION — Al 3'-0" REV. 09.24.21 C= C'® -o : LU > LLI O O LL C V N CD X f6 q N E C6C' O tj i r ','j'tj1 '%y ' 01" O ��'9a,irtt��►��s�r\��\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W An milk 41 d E 0 S ® F�L 4 CM ��� 0 . Co N a v u- LLL.` =� � 103 W -0 �- D_ a Z R _ O Y fU C: � V1 Y a- o 5 O LM W 'o CUNm 0 cp W IL Z00 IL U) m M Z Q 1 Z �r_ N O U � U co W ❑❑ Z � a a Q v U) d U N IN M z C9 `o 4-J (a C w 0)Lnw o G �.d l/1 x U w J EE 00> w N N m O W M J LL �O Q zo g0 }m <o E V O LL "' Z Z o a 10 F- (Q _ MU UO � O C O < 0 < p Z ¢ LLC W B ¢o .0 O U Z ° -Z 3 Zo m �0 �k JW 3 U'� 10 VM zI< a °O = Ln u J Q C� � � N A OCo O Y d° T U U) m (0 3 N m Ln r Q -° N 0)O I Co N N N Ln LO r T N M o Z M z E O �; cc a E U � Q p JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. 3.1 rn a rn LO v v N O O O J N LO O I Q LO LC7 L 7 Cr 0 Q O O J 0 I N Ln v cn� 0 P C 3 iV— Q N N E c E 0 x v c J y N Li N U 0 V CL y U 0 a 0 v J N 17 N N N N 0 0 r� CV 1-7 cV 0 a SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 12 5� 12 5� 5068 SGD OFFRIDGE VENT EXTENDED OVERHANG TO B CENTERED ON DOOR 12 5 T-n M- (2) 35 SH 35 SH ------------------------------------------------------------ ---- REAR ELEVATION — Al 14'-0" RIDGE VENT 11'-0" RIDGE VENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS -INSTALLED PER 4'-0" RIDGE VENT MANUFACTURERS SPECIFICATIONS T.O.M. HDR HGT. ------ — —------------------------------ — — ---- — — — — -- _ — 1 0 — — — 1 ,_Ors TEXTURED 3'-0" CEMENTICIOUS FINISH ON C.M.U. TEXTURED (TYP.) CEMENTICIOUS FINISH ON C.M.U. zo (TYP.) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ——— -F.FL. LEFT ELEVATION — Al REV. 09.24.21 c�a e®e 0 � o M �. LLI o o V- a� o tcUN _ $ CM>< N M = — to a CV � W av P cu Q d• CV 69 41 E C cv'y.a,'Co d t`p C � O ca.. is 6� L �,MN%%11111111111i/ ff/ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W vEo Q O M J IN N O 0 0 � 7 Lr) N W M # U a C J LL W co LL- V- 6. a Z —CrnC13 @ O' L � . � toNO v ��`pjO' m w Z L-0 Nz ¢ J LLW �n N O U v 0)i z W El CD M � z N M O O N z � � � J d N M N 'zn a LU U 0 LU o C!1 o' �N � W m allr-- — E 7 L Y 1 pp� Q�0 N tT e � t.0 J CO M M J p'Z z Q LL E N o z 0o } N aN chi 0 E V z p oa F`6— m �g 00 ':�' E &= �° S< wZ z EM wo c < ❑ m 0 o° z C 8 o� ZO w� W o �O z =r y0 M v W¢ oIQ d S 03 O T i LO o> Q cD N 0 Y Y T o U) m co m C �1 / CN T Q LO T T� (� T E M N �; o Z to z E O a c a U 0 Q p JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. 3.2 Ii I i I 1i a It, 1 11 1 , I d — 2" N 2" iv 00 `D 1- VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQU RED BY ^^N COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" L2-- BUILT W/ STUCCO. EDGE OF OPENING 1'-10" N _ 12' CAP 1" RADIUS 31/2" RADIUS 1/2" RADIUS 1'-5- 3/4" RADIUS 4 1/2" RADIUS 1-, 4" V�ARIES VARIES "' rya Mlv rN CAP it �O 1" 1" 1" 1" 1'-0„ 1,_4„ iv C?�2„ iv z 1 1/2" RADIUS VARIES VARIES N rT 1'-4" 1„ 4" 31„ 3„ 4 4 rMIC _ Mlv3„ r 1„ 1„ 4 42„ rIN 00 N 3„ 3„ 4 a 2' _ VARIES 12' ,,, ,,, 2 2 +=1N M 32 11" 3 1" 1" 1 8„ 1" 2 1/2" RADIUS BASE - - is r- (D • BASE 4 • N I I 1z, *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY �t COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 22 d'N J. 1'-6" 1" 1'-4" 1" 24 • 0 , (V 1-1/2" THICK 1-1/2" THICK 24" V T 10 10" 6" �M N rM 3„ 4 2 / N 2„ 4" 3„ 6 2„ 2„ iv w w 7 'rS 1-1/2" THICK 32' 24, r 2'-4" ' 52„ 1 � 5„ 52" 00 IN 1,4„ 3„ N TM 51„ 4 a" 1" 1Vfl2" VARIES VARIES 2 w cM 22„ VARIES VARIES r--------- c1t i iv r 00 T f�F �M 32 • � V'a ��2141 4 � rn OPTIONAL KEYSTONE F11 r�. 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 r` OPTIONAL s„ 3„ 3 4 ' 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH FOAM/ EPS MATERIAL IS ACCEPTED 6" 4' CV (V C° Rq a 21 VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED i s 1 14 1' 64" 14 12' 5�q" 2'-1 1'-12" 54" 1'-4" C 00 1 " 8'-8„ 4" T-0" 4" 101, 1,_4„ 101, 0 C Tl iv iv (V 1 1„ o (O iv R CV o? MMr • 1 " �?70" v CV� rN - GENERAL NOTES: M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH C 04 LL1j U— a w 0 fl .. ce v ao c coves a Q n'C,4 ro sS..c w ,ry CZ " ..-.C j cu L G Q � c E � v C)- O w M O C"! CV O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W g - E � oa 0 N Q C J LL w LL 0 Z 0 w =mv O y r- 0 W () " m ILZ w - NZ a N O OU Z 00: W ❑ ❑ N M � O co N Q J to Wv) N M z m () CD o w � m U O� w gJim �N � C) w � — 8 s =!, C, O W C 0 Q N �� o w M M J N � o Z Z Q F rl Q Q zo rN z® wo ci o oo o o Q °¢ H Qz g wz 0nza Qa o m� o z� Fci0 m Y3 J � � Qm aw �z oa go w a dz Jz =3 �F J o wF �o r M v o d a3 y0 = � � J LO °' rn Q cD � � N (a O O coo O CrCIO r. m m Lf� C r 0 co 0-)L I CIO O r— 0 N N LO C37 to r E E N M o Z E �; E a U -j Q 0 JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. F1 I if 7 3 rn I[ v o- S 0 0 J N 0 0 I N / Q rn to Cr O 0 0 J N L0 0 I N L L0 Cr Cn O rn G 3 Q N N a Z L C i fi U O cal 0 i CL C 0 v U -0 0 LZ: N 0 0 0 N 0 N w3 v 0 Q cn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699, 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Ftzt W.P. WEATHERPROOF DUPLEX OUTLET FIE5PG GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN ;O EXHAUST FAN/LIGHT COMBINATION 0 ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kP PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) Tq TELEVISION (OPTIONAL) TA2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL Will DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN �-K-k� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP #14 to lights & outlets #12 to appliances and GFI #10 to WH #8 to Range #6 to HVAC O 50=2/0 JF20C=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.----_ INTERSYSTEM BONDING o TERMINATION PER 5f 4 Bare Cu Ground NEC 17, 250,94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. LA PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE HOOD PER SPECS DISC. MNG -- —GFI T PENDANT AS / PER SPECS / MTr lit U C SWITCH FOR DISPOSAL i SINK tNl DI5 i /CAFE �� I D.W. o -- \ I PATS' GFI _ _ - \�� C-- J -- ------ GF} ' �------- -- —I — �--- =--�' -- Wpit GF-� l j U.C. OUTLET I U.C. OUTLET FOR DW I ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE --WIRE AL FAI 0 RM I �r I I I / I ' I I I I I C.MWn I Ed S.D. \ \ \ �VP ROUGH -IN FOR OPT. CLG. FANI - �J \ LIGHT PRE -WIRE — OWNER'S S ITE - 0` i ' — -I — OPT. I REF. I i ROUGH -IN FOR ` \ OPT. CLG. FAN/ LJIGHT PRE -WIRED �\ \� BEDROOM / E ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE IE BED bOh � l \ �/ t C,M S.D ROUGH -IN FOR /OPT. CLG. FAN/ �iB R6V�4WIRE Tr — r _ DB[](4)WP \ _ GFI M �! &-YER GFI @ 44" A,F.F. .� OPT. o T} I(\ 1I D. - I�►,,�1 I t T"T I 1 I � I GFI @ 44" � A.F.F. � GFI FOR GAR. DOO� 2 CAR GARAGEGFI W"i. I I I I I I I I I I 1 O I j W.H. VERIFY LOCATION j — — — — — ----J ELECTRICAL PANEL IRRIGATION ___ A- Illy � GFI @ 44 K .F. RECEPT. —r-= FOR ALARM VERIFY METER H.B. SYSTEM LOCA7 ION WITH BUILD R 15'-0" NTRY ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" c� ca Lii ft o �a u� -o > Lsa g9 ' o. a"o.. c ai u s mot � 3 � � o 21' u 0 a.— M N 0 N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W acc::,, v 00 C _ �N �# fli Q N r 4 J aS rNi c 's C J W W LL —1 W _ -C Y �'m�m o Z, LLW t°�o'°' m j 2 N Z a 0 x N O U v O W El El N O o � N z o � J — M V) v 0 0 +r-�+ � p U O^� L., g V) v) (T3 co w m U o a), t~ (n a0i ¢ Op Y N O� e o w M M U— z4 OF z Q LL Ctf d Q E E V Zo �O o F� >m aR ZB oa f— ro n U O o a E co rp 0. ¢ °z Q w z CD i— w o � M <o ' U ins 0 r LL O Z m J � i ° <w �z rn � a1 go W T ? 7 LL a O z N W '- m o w aF =0 ;o j LO L rn Q o CO Cr Y U) N m m (,( r Q O M I o N N rN- ,—. LO �. r E c N T CV)z ca z E O a ci0 Q o JOB NO : 23-00522 SCALE : AS NOTED SHEET NO. 4 v+ 3 v H3 Q rn LO sv 0 N 0 O O 0 J 0 0 I M Q LO L Cr O 0 O J O 0 I N LO L0 Cr C 7 (n ; C 3 IV- Q r•n 0 Cd G C, N O L O N I.L U -ate-+ G V N .o 0 0 a J LZ N N N 43 0 0 a N O _N S m v ATTIC VENTILATION CALCULATIONS - Al Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented 1/150 Rule 1/300 Rule Ridge Off -Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. but no more than 50% of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC SPACE SQ. FT. SQ. IN. of Provided by Upper **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** SQ. IN. of SQ. FT. Total SQ. of ventilation to Ventilators (Values to be verified with Manufacturer Specifications) of vented IN, of ventilation vented be provided soffit ventilation . IN. of SQINof SQ . . Ventilation Ventilation (See Elev) . OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT . SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. required soffit by upper needed required . STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. needed ventilators *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. *'Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) Main 28 1 Floor 2373 2278 325 1139 81 570 558.0 (Zone 1) 420.0 138.0 *'NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. I O I Iih I 0 � rn I I r I I I I o ' RIDGE I EO I 4'-0' RIDGE VENT � I 3'-0' ' W ' a ' 0 0 ' Cn � r 04 T ' ' ' LO I I RIDGE 11'-0' RIDGE VENT \Q 10 I a O I 5:12� SLOPE z <<F� 04 I > 14'-0' RIDGE VENT I tl O 0 RIDGE d' I I I I I 5:12 SLOPE + I I \� I u I O I CN T I I I I ZONE-1 ATTIC SPACE 2373 SQ. FT. I 0 ROOF PLAN - ELEV-Al_ SCALE: %4"=l'-0" 044 a W Q+� O u C= r— o V N •tA -� N � � d au � e[ cc � •— u as w c c E "o a C. .�• ' 0 . . < j:• e r • w FLOlei w ^r 1. 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. 0 W vE QO N o 0 'COD°' NC n N n n 1.0 # W , V Q J C J SSS o 'O z f9 N C_O 0 N Z Q LLZ N z O U N Q W El El CD z � �o N Z n Q fa__ In z a LL 4_j Vm 0 LL, g LLr J F— — E — m i t C) o m N m C J w Co M J z O Z z Lj_ [u o_ 0 E U Z O oo ) N aR z o a I16 ro CL O E O tt 2g F 00 �U p a C d t LL O Z CaZ a C: 2 ❑ O U m O Z m J m G " ¢w Z O cry ¢ Q O a W p m LLo LL ¢o z o� �3 � oI¢To a � a C O i ;n L/ LO 0 N Co C:)oO m ca W N Co c LO T Q O � N M � 0 —0 04 ` N Y , r - r r LO M o z z E � O c c t° a- 0 o a m U _j d p aa)i JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. 5 C d 5'4" V-9$" T-2a' 5'-0" 5'-10" T-0" i. A H.B. TYP @ 1 STORY S3 U.N.O. r T-10" 2'-1 WP' 5'-11 ■ ■ ■ ■ ■" "■ ■ ,' ■ ■ ■ ■ o '-0" ���_.-----.---.{.---- Y■ . J _—_., a � . . . .. . . . . , —.f----------- . . . . .. .. . . . . ,: --------I—_ I . .. . . . . . . . . . . .. . . .. . . . . .... . . —•_ . —_..— Lt._--•ice 't t IF} . . . . . . . . . . . . . . . . .-----.-� o v AC PAD : I HVAC CHASE BASED ON I :: :. ■ . LOCATION 16'-0" 2.-94„ 6'-10" . ' i .. r h} 0 , . ■ r�- -3 1 /2" -0' C i C9 L S3 \ �I--=-���-lr-l�-- SINK / DISP ;; :: ; :: III A N o SOP 3 I D.W. III II �� II �� III I .. I} in v I L— — L - ��\�—_-_-- IIII I - _ J Ll- _Jl- Jul _ CHASE TO ISL1j JID :: _---- __ : �� 1 II I TYP @ 1 STORY U.N.O. ■ - - PROVIDE 1 y" RECESS C` L - - _ —{— - - - — - - - - - - - �.Tll C J 1 II OPT. �: -T- e 1 ar ' - CJ I - - - ■ STEPS AS REQUIRED I FOR SGD. REFER TO KITCHEN ISLAND REF. 111 1: : 10'-104" PER FIELD MASON'S SLOPE FOR `� LOW WALLS III I : ; CONDITIONS I WIDTH LJL---J I 4'-0" I \ 16'-10" 12'-10" o io — — — — —.— — — — — -J INDICATES FILLED CELL w/ 3000 PSI ::... CONC. GROUT FROM FT. TO BEAM :........ . ' I W/ (1) #5 REBAR VERT ABOVE SLAB 1 3-1/2" MIN 3b0b•�SI CONC. O TOP OF CONC./ PAVER TO BE ' ■ ■ ■ ■ ■ 4'-0" 4' 4" 4'-6" (2) #5 REBAR I TYP @ALL PLACES SHOWN SLAB FOR HERIa�DO 0'-0" VERTICALS w/ in HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY ' 4" BELOW FIN. FLR. FILLED CELL I W/ 25" EXT. ABOVE SLAB "GRADE 40 3-1/2" MIN 2500 PSI C6� PROVIDE YZ' x 9 Y," SLOPE STEEL" SLAB OVER 6 MIL VISQUE�PI I RECESS FOR FRT. OOR - VAPOR BARRIER I 2'-6"x2'-6"X1'-0" FTG 26-10"' �� 9'-5$' W/ (3) #5 E.W. .. 4'jinI r� \\. Iff .. ... . ..------- I ■ o A `\ K CC (2) #5 REBAR r 00 S3 S3FILLED VERTICALS wTYP @ 1 STORY I I CELL 2'-6" x 2'-6" x V-0" U.N.O. W/ (3) #5'S E.W. 2'-6"x2'-6"X1'-0" FTG W/ #5 E.W. F -'-1 - - - - - -_- - ; I f 2 #5 REBAR () - (3) S3 L J I I I (- o -1 1•; SLOPE M VERTICALS w/ in FILLED CELL I _ I ' �'� I I OPT. D I I II 3.. I OPT. VW I(: J. :....-------- == 5'-3" 1'-10" T-6" 11 `� II �N T ici I T.• I I CJ : : 1 o zo rn • 2'-934" T-11.. V-I EDGE OF SLAB 2" BEYOND WALL C r J N G10 "' L' r M24 1 S3 M 35'•-4" 20'-6" ■' I :: : • I BUILDER TO PROVIDE ® 0'-0" I 2'-6" APPLIANCE PROTECTION ; ; ; ; I WHEN REQUIRED PER 4'-0" 12'-1" _ _ FBC (2) #5 REBAR I VERIFY LOCATION VERTICALS w/ in I L--------- �--- -- — — �1 :� ��— — f// �1/�-- — ---- — -�-'.I / — �., ELECTRICAL PANEL +— — FILLED CELL-- — — !!I.f> ■�f:f >>f>f >f f >f >:f ff> >f f> l:f>> > . f•:>f f f>! >>r•ff:f>f >Y f > ff ■ ■ T ■ ■ 1'-6" 5' L -78.. A S3 TYP @ 1 STORY U.N.O. nor= VERIF METER + LOCATION WITH BUILDER 15-0" FOUNDATION PLAN - ELEV-Al SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN z w -, `n a CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" I p�• `'" #5CONTIN000S a ., • REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. i, HORIZ. REBAR, TYP. U.N.O. ' Ia *`Alternate: .r, The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 02 C V4 C*4 a M O W >✓ so v � ® co b. U. tin � p y tfi C/ ,y t7.. ,i=,•, C OA Zj e1 3 cc c ca if •� T W G Q c E � o a � Q`)�O 1f N ��e4T t � F �•� �. P �prpn. kit. �'n � k. i. «•i��h1l`r Vf! V �.� ®`1 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 00 e( o N 0 L� N r w 00 N N CC) O Y, N O ik LL c J cou 0 d wa C,11 0� 1 c m a Zs 5 e N Cfl > 0 W o --- o W (n � � . m W Z ti; H � ce) ZLL 0 N O U Z W ❑ ❑ C z CO o o Z m N z � � J - tl � N — M o aj 4 N fB w � a m U Or.,., N _ �n � r— v 6 ur�� in s"UEp II Lam,'' L aj .J o y r~ U) ¢ m r_ C w C.0 M w OZ ZZZ Q U_ E za o o yN o za� 0 o w= Za Co M O E x aU F 0 o "U p Q 0 a� 0 0o �z n, ¢o ¢ w� m Z,Y m � Nm aw g C!) oM oLL no a m it 6 O z H ~ �z ?D C� v wr >O a 0 3 zI< N >� J L 1 � � N co Co 0 J � Yco r W m ' /� �.1 , r Q O U. C") I io N N O� �-- r r LO T m Z C`7 N 6 Z Z y E f° c 0 U J Q J JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. 6 �, � i � i �..i � r. _.��.F- J _�_,FTir-i:, ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA {+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 1 -49.57 -49.57 1 r GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/g' EXP. 1 M116) or %2" EXP. 1 P�116) TILE: 16/2" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 f8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz° x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. "I /71 01 3 a rn v O Q 0 0 J N U-) O f N ul L 7 rn CD J Q I N tf v cn 0 v+ c L 3 E Q N N a E N 0 v N E2 0 E 0 v i N 0 v U J N N v 0 0 a HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 112" 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 H 10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1 /2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-112" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD36 * 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 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ (32) 16D SINKERS & LUGT2 13100-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) 16E SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-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. TYR AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" e C= 0 a) W �C Uj �- U_ ca =_C` M c ass v cam+ m m o — o m w c ra Q, 0 �R0�r,��' C4 vC a TIE � f �' ], 0� .t "Yevomekkk �,Nxo\i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �, fA W v EE J o V°c) v C Q N ik W d% _j C V Q u_ W W Z Warn a 5 L m o W O�?°' m w z MZa' N a 0 OU () rn W o❑ O 'D W N z � � � an n � /� M V J z'n U O V l.L Cn W Um O w o N �v) co JK c w m C I = E $ mw., z? t W O U o L OD 0 N � o J w M � ZO , o z Z¢ co 20 » aR E U z oa F� C6 o E n 0 0= o o< coo rp W f w0 S wz H � CQ � C: a o OU oLL ZF �z F� op go a W co a � LL Z �W dLL w �3 �Ir > o w r z�< � 0 3 O ' O J L.f LO a; m .^� Q t� N co CO j O Y CT U) .2 N m 4—J T <C 0 72 N I 0 .� N N � � rLOr � r CM N o Z z E O _C d E U J Q J JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. 7 i s -I l - -L 1 11 1 - - — -- — - - - - - - - - - - �, � I -�TII� ��II-iTIa�.-.F:�,.� ,,.. ��..�i.._.. -i, ---F--[ F_ I -T I u - T o - --7n Q rn LLO ID 0 Crocn O 0 J N L0 O w"I ) i Q LO Ln v V) O Q 0 0 J LO N L j v Cn� C) a v+ c Q N N v E N E O S v CL J GJ L� y U e v .a a 0 •U J r7 N Cl- 0 0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F4016/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID O : ? LLdu O #5 BAR CONT. 8F12-1 B/1 T O ' LINTEL DETAIL SCALE = N.T.S. E MIMI j il p E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 d REBAR @ BOTTOM OF LINTEL CAVITY J W 8F16- B/1T aE. 'n Z r ID tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT #5 MIN.. AT TOP (1)(1) RE REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° O a d ° .M.U. #5 REBAR AT TOP _ d' d a GROUT MIN. (1) REQ'D 1-1/2" CLEAR d d ° C d U)¢ tc - C.M.U. 5 REBAR AT = U) W O BOTTOM OF a ai r LINTEL CAVITY ij U -BOTTOM Lu o X Ci O z - REINFORCING Q ¢ O J LL -5/8"ACTUAL PROVIDED IN LINTEL Z O w n ¢ 3 - #5 REBAR AT BOTTC DMINAL WIDTH (VARIES) ccoo in rr a n AS INDICATED MATERIALS cTf pit lintels = 3500 psi. 2, fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation, 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) GE POWERS BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=V-0" rya O t'41 er» M W U_ =, o as =a W a. t rn a ci o¢. cc V CV -o m x v' cc ca ca vs y, 3 co «0 �C 3 0 c ec o 27 •••'' �0 ' '*•......• RO r °'�• N 1 ��,a�®�� e e S 51 Q �0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q d E 0 � (i ® o o oo in N N W Q C J LL w co LL LL Z tL -a a m c I-O W O o 2 rO W Z 05 cj m w J ,ro 0 co ZN f¢y O C.) U ,W ❑a N th o Z QN � o Q Q J n N z a Q1 CD 4-, is w a jL U O^ Q) (/ ! Ln w o Lv N U c w m 3."..... nip8 _ E l s S �J � U 'o N Q o Co M M N� ZO w z z < r•L• C E M_O V Z O o0 wz } N <N ZB ❑L F- ro Q g0 � o ❑ o < f0 (� od-=, Q < ZW C/D to � K a C o, Zr Zz 3 _ 5� W C`0 ?. yi m 2< a m ti �O oz �~ =3 a w << 0� ;o J V M a 8 �C:) J LOLO m Q 0 N co O Yca r m ^ , L i Q O -v `'r' I cc N 0 '9t CN LO ai N r �- < T' (V U T co N o z co Z E O N �m d E . o . U J a c? Q 0 c J JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. 8 v+ -o Ln cn� CD J N LO 0 0 I N i rn u7 0 r to Q 0 0 J N Lo 0 I N Ln LO Cn 0 c 0 3 N 0 CL E E O s c c J L� E2 0 U v c0 y U a� 0 i 0 U -0 0 LZ N -4 N 0 0 0 a 0 N m N 0 N 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 TREATED PRESSURE WOOD T S D 00 ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITH]N 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7, MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 51fMS 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 ILL TOTAL DL + FLOOR ILL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1, 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2„ 1 Y2' 4„ CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-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 (318" 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) : 3112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4. 3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD, 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131" 10d = 0.148" 12d = 0.148" 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7• 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than / " 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 R3181.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, be with forms. Permanent forms be etc., shall made permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C7ncrete oyerpoU and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed control company before a certificate of occupancy will be issued. pest 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 9x7 +26.1 PSF / -29.9 PSF DOUBLE 16x7 +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" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%8" 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. 012 „ n "� •`�� :IL a U_ v ac o N 4 CV � G � c � 3 � cc � E ca q� '/ r""fit Q- �; J �� r"3M ILIA yry� �C3�/ •1 F' i OFIEssi f"�''rflftf�#tl8p°tE����a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. tea` W •, v E a 8 c co V ON P - W N aa� �t-r--'O N O # w a C J LL w � w a Z = a Y Co- C v MCI, IL W o @ o 0 W ��°y° m w A Z U) z° N - zLL 0 U O ❑ ❑ 7 - O o z z o � E3 z V^N' Cz W 0 o f(j L1J LLJ g O may. N U a c v U J e w,• U O N Lco D Q 0 • ® ® N o J = w Co J y Q p ' Z Q g _j LL E E p Co tt zo oo F >N as z© rd C3, E 0 U o a 00 � U 0 < fC5 zz z <o to cn C ¢ OU m� o0 Zr- in m a z �ao T o w N F _ co 0 d'LL z r- r� 2 a wa 0 �o cl'� 5 a F �O = LOrn LID Q � F- N >+ �C r co U) m N M LO r Q 4-1 M I (a O C) 0 N N M LO r E T M o = N z Z E c) m c f° a E o v (6 U Q p c 0 JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. SN II I 11ffI:1 fil ( I 1 - _ __ Ilri[ rn L `v N 0 0 0 N 0 0 I N 2i Q rn LO v _ Cr- V) 0 0 0 0 0 N 0 I N LO LO 7 0 c Q N N d W a> E 0 S L J t� E a 0 •O a 0 0 0 J t� rh 0 a� 0 0 0 d N N N 0 a m v N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking } 1/8" gap i 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1/2" LONG (3/4%1" 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB-OUTFOR GAS METER O _ 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-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'4' (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 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" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x P 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" N 0dl nails at 6" o Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch lie IK or drill flanges FILL CELL STD. 90° HOOK BOND BEAM v7 w STD. 90° CONT. #5 BAR> HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" max } Small gap 2" min. 4 max. 0 Clinch nails when possible Tight fit L 1� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth I End Intermediate BCI5000s8 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14-' 2-8d 5-8d BCI 6000s� BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s® 11-7/ 3-16d 3-16d 14" 5-16d 1 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — r6,'R A 1%" ROUND HOLE MAY -� 6" 6' BE CUT ANYWHERE IN THE WEB. PROVIDE AT CANTILEVER LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. tl 9MM � a*`qs'• •',. �,�,� h:. ., .d°% � • 8 T-0" V-1" 1 Z' 'I 2' 1'- 1'-3 V-7 V-11" 2-4' 2-9' 3-2' 3-7- 12 1'-U' 1'-1" 1' 2Z' 1' 2" 1'-3' 1'-9' 2'-4' 2'-11" 3 'T' 4 Z' 4-9. 5'-4. Any 16' joist- - — _ SpaFl (R) _ 16 I, -a, 1-V' 1' 2'. 1 2," 1' T' 2'-5 3'-2' 3'-10,. 4,2". 6-7'° 6-4'7'2'° 20 1'-0'" VA" 1' 2" 1 2" z-a, 3- 4-0" 4-10" 5'-11" 6'-11'° 7'-11" &-11°" 24 T-0" 1'-1'° 1'-2 ° 1-3'° 2 +" 3' ? ° 4-9" 9-10" 7'-2"' 0'-4' 9-6° 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. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 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. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSC w/(22)• NAILS 1' 5/8" 0 THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION =zJ1 Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A Backer block (12" wide min.) Nail with 10.10d nails. \Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height —� requirements 7. I 0.6 X Joist p depth o� �o I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL ua . O FINISH GRADE ° SLEEVE THRU STEM—/ d SEE PLAN FOR °. a . • • ° FOUNDATION INFO a STEM FOUNDATION GRADE r—REINF. SEE PLAN LAIC CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'4v CENTERED @PIPE PVC OR SCH40 SLEEVE PENETRATION ° G d I- � I I : ,MITI - • • TI I11, ; I I 12" BELOW GRADE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE rPLUMBING LINE Q0 Z • °, • G SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a d I I: ; I I I —I ° -III—III—I a �iIIIIII�,IIr 'i a I' ° SEE FND. PLN. SIZE & REINF. o ca := > W U_ o y aE o c� a c� O] X u. c4 � eo = y Z Q C N a7 w `� c .' E aG- y • 3 co L �1=j� N G o tit UfI1t11il 0.�,�yQgt r t SRO YV /V r�fi>�. w -.�. ua �!^ q ......° iN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W 'I E Q 8 1 Cs V ��ocm r N_ 00 0 7 rn . - c0 N rnr,r� i M N V C.:J U JI.LLL d t ,n V — a a m c � Z Yv hoc 0 W �� rrn LLZ 2 NZco a J Z N j W 0❑ z � M o z 00 N z o � J d � N N Z _ CD 0 +-+ U, � U O w o VN w ws ft3 (a U w �- - E — � s , U o Q N Co I� o W M J a z LL. E ce Q m 8 o oLL � <a za oa ,6 F— CL O o o o 0 a �z vU 4ZoZ m0 z z m J ' = w z ¢ o< z go W cn w �� a m � do, �? o JW w� >° J ch a r v zI< 0 3 0 >(0 J L rn �-�LO Q � � N J 3: O J ;C T co C0 m LO Q O -2 ai N CD T CV N N T Q r E ai � c Ch N �; Z M Z E O N m c a o v ¢ M c JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. SN 1 w 3 a �f- L0 0 c� 0 0 0 0 J 0 0 I N a rn L0 L a _ to a 0 0 0 J N 0 0 LO LO rr _ T za N N 0 d E O S L 0 i ti ZO U z 0 �I N U 0 i 0 0 0 U J ti N N N 0 o_ N 0 N 0 4 00 v N 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. d 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 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 SHINGLE ROOF, SHINGLES TO a . p BE IN ACCORDANCE w/ ASTM -I I I=1I-lll 1 I I m D I I=1 1=1 1=1 1= I-1=Ill I � ° II_ III —III —III—' r D7158-CLASS G or H, or ASTMf_ D3161-CLASS F, IN P • 1=1 11=1 1=1 1=1' ' I-1 I L III—� ° — 71 12 ACCORDANCE w/ TABLE "1=1 I I=1 I I 11=1 I r=1 11=1 I I=1 1=1 11=1 I k= I I' (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) I-1 -1IiI—I,II II I I- 8"' RESIDENTIAL INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGH--� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—i 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"1 INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC, SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND WlAXW1.4 WWF OR "FIBERMESH" = DECO FINISH 4" to 6" BELOW GRADE co 6 MIL VAPOR 111 D D I 11=11 = 7 z - BARRIER I , p 4 I II11 I D e • 11= r COMP. SOIL.I (COMPACTED TO 95% =1 MODIFIED PROCTOR I I TTT=T1 [-11 1 I 1 ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/1'-4" TYP. (1 STORY) STD. 90 NOOK (SEE U.N.O.CHAIRS U 4„ V-8(2 STORY) DETAIL" ) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS �1O.H.D. RECESS -T z ACM r_ 4I 80 T SEE A/S3 OR J/S6 — 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. 711"r I I __1v/r 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH � `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR /$„ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE GARAGE SLAB AT STEP SCALE: 3/4"=V-0" SIMPSON 01-2 w/ (12) 10d NAILS 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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O,C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS r 2"°016" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2" x 6 W1.4 x W1,4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 ` �- !, z 31/2"MIN. WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH -0 ELEV. 3112 — A.F.F. p ° p °. _ �r b _ o — _ - _ 31/Z min. 4 ��[''j'T�ff'�j7_�T I I cV °° —-- D a a • =1 I I —III I 1/2"(min.)- 00I- 3111-17 =1 rr I I L11= 3 "(min - 4" I y ' � Tu, 1- I ' --illy(2) #5 CONT. 4" (2) #5 CONT. 14„ II, 1,111, B U.N.O. MIN. MIN TYPICAL BEARING WALL (a STEP (a SHEARWALL C TYPICAL BEARING WALL @ STEP 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" SCALE: 3/4"=V-0" GURU QGS• 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �� o 10 M s LOAD BEARING OR INSULATION PER FBC AND ENERGY GGNSR� EXTERIOR WALL 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 SEE CC/S3 OR CN4 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "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 NOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10)10d NAILS - 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR TYP. ASSUMED FINISHED �'77 c '� ///,- PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE p p z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi MONO OR STEMWALL ? _N 1-- T D M — — p D FINISH GRADE °O 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] FOOTING MONO SHOWN FOR CLARITY 6 MIL VAPOR BARRIE °°o0 ff I=11 R 1 7/8" I I I =1I r —1TI #5 REINFORCING BAR 051 AP SPI ICF *FOR BEARING WALL T COMP. SOIL. (COMPACTED TO I I I I • D e . III I --I W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM ic D1557) 1�i nII—I I�rl - 4 1l-4„ FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" ��S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ' v GRADE — _ =,=L = •HL , ° _ I ..I I IH ICI _ _ I I_ -(1) #5 REBAR w/ OPT. ' 1=1 I I —I 11=111= I I III —I 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS T • M09 .•.. .a:� a. 4, il�lllll�lll I-111f I-I�I I e .�• .. l� SEE A/S3 OR J/S6--- -' 11l l 11 I i,111 , I IT I, FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �.S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEALA� — • ' Q INTERIOR ° -31 /2" oL � v M CONCRETE NAILS W 1 1/2 J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN, TENSION 120#) CONCRETE S .44 C E M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 `WWF OR FIBERMESH ) M SCALE: 3/4"=1'-0" 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 LLI D U J I LU U%_- 1/2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1A N _ WWF OR FIBERMESH CO E d a D =1TI—ITI—ITI= 11 IfT Tlf M r r (2) #5 CONT. I I Ii I ICI I I , , I ITI I I, , , IF ON 3" CHAIRS (TYP.) 1 10.. #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN — — TOP OF BEAM ° ° - HTS20 SEE ROOF PLAN FOR STRUCTURAL - T- c — — — — .1, ° a �U�,T a (2) -� = r BEAM SIZE & a NTf i11 l CONNECTION INFO T.- 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T fiI� g 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 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL O.C. AT 8" C MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. w SIZE VARIES PER PLAN MIN. #5 VERTICALS r> 00 Z GRADE w/ (2) > FILLED SOLID (SEE PLAN FOR o w SIZE AND REINFORCEMENT) = ? „• z F-p~W� w U BRICK PAVERS or SLAB PER p o W _ - • • • - z_ COMMUNITY SPECS " `• 0 -0 FIN. FLR.Nv Nv ION TAPERED COLUMN FRAMI G rCD 12 FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 c N � -fl � w Ue c ti o ea ,e 5!- c ra ptt�� ,,nntt##ri t�ZLE8�6`c�i $gg.La� t4����7 eo �'pa we ' ``e l�n !Y�• r, a C e u 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. 0 /a� S V CD N N W 0 co ��00 - M to r C �s N •iC)c Q W J 2 W ca 11 5 a- r0 Z m a 2 rmo z 3'@ n co $ o Wy i 0 IL W 05 C4 ' m Z - m 4 ` N Z O U o �fi e O en C] U m N O o z CID z � � d. J — d � a, Wv) M z v U WTI= o 4-J cn LU � O Lij g lf1 w v Y L.0 8 i L zr w U 'o w c ®® ° C" o w M J p Z 4 li E zo oo > N Q� a14 Za o tjZ o0 0 N L ao �p rrZ Kz �+� CA) aY QO z '0 z� m J Nm <w �z ¢� o o Q U� aZ N T � on U tq w k _� [7 V olq 2 F 3 LO CM Q co 0 N Co CD Y V) m � N m c C\I N fV U-) d� Q r LO r T E C coZ N M Z E O N a-U E a ui o J Q 0 J JOB NO : 23-00522 SCALE : AS NOTED SHEET NO. S3 (MONO) Ir 11 1 1. 1 1 1 1, , —TF-----T_ 111 3 a Ln 12 Cr 0 0 J 0 I w'M i Cr `v 0 Q O O J X) 0 I N i 0 i L a N N v s. E 12 c a7 E 0 0 c c J v N .21 i ci 0 a) 0 U J m ti M 0 N o 0 0 a M N N N 0 0 a m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM 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 INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 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.`IIIS4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D _ 2x BLOCKING @ MID T EVERY OTHER + STDPOINT + 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 4 NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"16" 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.) L—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ICE TO DRAIN EXTERIOR WALL WALL CLEAN -OUT rA 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 rD JC4 SCALE: N.T.S.') SL� KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/(l)#5 FOR CONCRETE PLACEMENT / 8" STD. 90°HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: J 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. 3O 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 G S4 WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL T w r O 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 SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. s a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR 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. sFF oIV N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 3 iARAG E OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) 1 (2) (1) LSTA30 T -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR `s SIMPSON HTT4 TYP, Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. Sq SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"1 S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LOCKING W/ 2-16d TOE NAILS F4EACHEND FASTENED TO TRUSSES WITH 8d REQUIRED IF COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD r 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = � CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" ILI, it NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA, STUD I MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"16" 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 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18) 10d NAILS (3610# SPF) ° o ° • HTT5 w/ (26)10d NAILS (4670# SPF) ° o ° • DTT2Z w/ (8) 1/4" x 1 112" SDS (2145# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) ° ° • HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (4565# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (6970# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ATTACH ALL 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ 4i16d TOENAILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TO OP PLATE MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER &NUT AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C G P.T. ATE SIMPSON SP4 0 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 -Va, SPLICE STAGGERED N r • 1MlN J G . ' 10d @ 8" O/C OAST„ • ' . SIMPSON SP4 SP2 SIMPSON FF 10t ST J-I M. TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 2X8 P.T. BOTTOM P TE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED IOLTS @ 24" O.C. lIX 2X P.T. PLATE 5/8"x10" "I BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 L ROOF TRUSS ABOVE /-- 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING - 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6' O.C. f STAGGERED STAGGERED 2X8 P.T. BOTTOM PLATE 5/8"1 "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/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 5/8"X10" J-BOTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. LPER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. C.4 C -0-- cII 1 o L� o w _ V CV _ in x .� �LA_a o e N N O 8G 3: O9E"�� o u eu cn Cr E M p a r FLO 'tea ! 0' 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sea. r H Q E o pp N U i.M�i I V .2 00 N N c0 AN, IF N O ♦'ii Q 6(h V J C --I 1 . W m � � p; W Y°o o o�e o °. I"4'x1 W Z U) °. m w W O J N co Z J O ¢� 0 ,.._ Z W C) O (] V M V 0 0 z m N z � � 4 J N V) z a Vl o O I ^ v I � N ' 5 5 V) U w J �p�p � U zl1 U o y C IS C�c 0M °° N II� Cn o z w 9J M C"� � Q Z Q � J_ cz E zo >m Zo n 0 oz z© co _o o E &¢ 0o o o¢ CQU rQ Q ZZ w0 W Z `J 'a C �o �Q o� � mo° z m O Nm aW co o g o z W m wLL 1� F= Rt oLL z- 3 o My w oQ >0 a o3 p J > .0 Ln LO a� m CL H L N CO 0 3: C) Cr Y r m m c Ln r O CD L co M I M o N N Ln T T LO T T E 45 E M o z m z E E O y CU cc FL U Q 0 a) JOB NO : 23-00522 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMI( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (2 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS :�, 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9 SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/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 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING 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 @ $ -0 0/C WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 10d 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. •• EACH JOINT w/ 3 10d & SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS O FROM LEDGER TO SILL 1!2" CDX PLYWOOD OR END d TOE NAILS @ EA. .• BLOCKING 7/16" OSB SHEATHING GYPSUM WALLBOARD 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" 0!C CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 1wl 1 Od NAILS C2� O.C.OFIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM \_ RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END / "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 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF (2) 16d 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 2)16d NAILS BOTTOM ATTACHED \ ( W/ (2)16d TOENAILS 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" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C @ INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH ( ) SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER 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 @ T-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 1Od 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 r X-BRACING, AND TOP CO SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `� 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2) 2" x 4" LAMINATIONS W/ 1 ROW 2X4 PANEL BLOCKING xxi 3 2" x 4" LAMINATIONS W/ 1 ROW LAMINATIONS N W/ Z R F ( () O O (3) 2 x 6 LA INA 0 S O ROWS 0 @ 48" O/C FOR THEM(2)16dNAILS2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 4 ROWS OF 0/C w/ (2) 16d (D = 0.148", L = 3) OR EQUAL (D = 0.207' , L = 4 1/2') OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL ( ) TOENAILS EA. END NOTES: TRUSSES FROM EA. @ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL END TYP. TOP & 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 P A H N PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —' SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. 5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AATSIMPSONSP2 w/ (12)10d NAILS EACH STUD (2) 2"x8" "L" BRACE J SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. S5 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/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 14�] OF THE LAST LAMINATION SPACE S SHOWN FOR 3- ) 2x4 "T" ON TOP OF PANEL I LL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION Odx3'BLOCKIN 4" FASTEN WITH [ 2x 12LOCKG TOENAILS/ NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g T ADDITIONAL INFORMATION. SCALE; N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x ,ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MI/N. SSEEEMM/S5 CROSS BRACING DETAIL J SCALE: N.T.S. TOENAIL s (2)16d NA 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • a z UJI `,.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-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —wiv i. ocnnuva - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Lmq Ll MM cc MM NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e•� c1%j cl�4 c� CD c L.0 as LU > W i L U Q. Lam- O c �ae�N •sz N Y 32 W � = _= C" �E= �+ via � � ro 3 � .!!! � CU a , Ni7..-in C It _^� N SE w Ji .. G� J�' •... "� E a Q � �\`N �d6lt€till" 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 :) h a E IMAM 4MEE O N b' G at � N J �j 6J "r �i C 525 LL W .� ° = -o a Y Z �� Y�o`_ t �. IL w _ N $ W U5 Cj m w y co M Z ¢ J a N O U v U w ❑ El V M M � N M o zco �QQ d v o- n U) N z Q) o W U � a OW c Ln �y N M U r6 LU Ij M , = L z U o • Q N `= W Q Z M p 5> C J � ce LL zo >m a aN CL o oLL z© E 8 u oa (0 CIO �to Do a 0. 0a p� Q h wa ww r O a GU 0, z 6 <w z Z W w a �� ww oz r2� Mja o M11 c 0 0 > (O LO ^. '' hh m Q u! N N OCo ca Y — T m U) m ^ L N }I C T Q '�O N � <C I ) -� N Ln C3� N r 1_ L0 T T E E M Z CU � N z E 0 r_ a U Q p JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. S5 FT I_- fl I tq I I III I I �T il'l ii 7i� J. iT97r 3 - I DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM \_ RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END / "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 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF (2) 16d 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 2)16d NAILS BOTTOM ATTACHED \ ( W/ (2)16d TOENAILS 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" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C @ INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH ( ) SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER 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 @ T-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 1Od 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 r X-BRACING, AND TOP CO SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `� 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2) 2" x 4" LAMINATIONS W/ 1 ROW 2X4 PANEL BLOCKING xxi 3 2" x 4" LAMINATIONS W/ 1 ROW LAMINATIONS N W/ Z R F ( () O O (3) 2 x 6 LA INA 0 S O ROWS 0 @ 48" O/C FOR THEM(2)16dNAILS2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 4 ROWS OF 0/C w/ (2) 16d (D = 0.148", L = 3) OR EQUAL (D = 0.207' , L = 4 1/2') OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL ( ) TOENAILS EA. END NOTES: TRUSSES FROM EA. @ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL END TYP. TOP & 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 P A H N PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —' SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. 5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AATSIMPSONSP2 w/ (12)10d NAILS EACH STUD (2) 2"x8" "L" BRACE J SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. S5 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/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 14�] OF THE LAST LAMINATION SPACE S SHOWN FOR 3- ) 2x4 "T" ON TOP OF PANEL I LL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION Odx3'BLOCKIN 4" FASTEN WITH [ 2x 12LOCKG TOENAILS/ NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g T ADDITIONAL INFORMATION. SCALE; N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x ,ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MI/N. SSEEEMM/S5 CROSS BRACING DETAIL J SCALE: N.T.S. TOENAIL s (2)16d NA 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • a z UJI `,.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-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —wiv i. ocnnuva - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Lmq Ll MM cc MM NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e•� c1%j cl�4 c� CD c L.0 as LU > W i L U Q. Lam- O c �ae�N •sz N Y 32 W � = _= C" �E= �+ via � � ro 3 � .!!! � CU a , Ni7..-in C It _^� N SE w Ji .. G� J�' •... "� E a Q � �\`N �d6lt€till" 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 :) h a E IMAM 4MEE O N b' G at � N J �j 6J "r �i C 525 LL W .� ° = -o a Y Z �� Y�o`_ t �. IL w _ N $ W U5 Cj m w y co M Z ¢ J a N O U v U w ❑ El V M M � N M o zco �QQ d v o- n U) N z Q) o W U � a OW c Ln �y N M U r6 LU Ij M , = L z U o • Q N `= W Q Z M p 5> C J � ce LL zo >m a aN CL o oLL z© E 8 u oa (0 CIO �to Do a 0. 0a p� Q h wa ww r O a GU 0, z 6 <w z Z W w a �� ww oz r2� Mja o M11 c 0 0 > (O LO ^. '' hh m Q u! N N OCo ca Y — T m U) m ^ L N }I C T Q '�O N � <C I ) -� N Ln C3� N r 1_ L0 T T E E M Z CU � N z E 0 r_ a U Q p JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. S5 FT I_- fl I tq I I III I I �T il'l ii 7i� J. iT97r 3 - I 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" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C @ INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH ( ) SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER 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 @ T-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 1Od 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 r X-BRACING, AND TOP CO SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `� 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2) 2" x 4" LAMINATIONS W/ 1 ROW 2X4 PANEL BLOCKING xxi 3 2" x 4" LAMINATIONS W/ 1 ROW LAMINATIONS N W/ Z R F ( () O O (3) 2 x 6 LA INA 0 S O ROWS 0 @ 48" O/C FOR THEM(2)16dNAILS2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 4 ROWS OF 0/C w/ (2) 16d (D = 0.148", L = 3) OR EQUAL (D = 0.207' , L = 4 1/2') OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL ( ) TOENAILS EA. END NOTES: TRUSSES FROM EA. @ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL END TYP. TOP & 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 P A H N PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —' SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. 5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AATSIMPSONSP2 w/ (12)10d NAILS EACH STUD (2) 2"x8" "L" BRACE J SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. S5 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/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 14�] OF THE LAST LAMINATION SPACE S SHOWN FOR 3- ) 2x4 "T" ON TOP OF PANEL I LL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION Odx3'BLOCKIN 4" FASTEN WITH [ 2x 12LOCKG TOENAILS/ NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g T ADDITIONAL INFORMATION. SCALE; N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x ,ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MI/N. SSEEEMM/S5 CROSS BRACING DETAIL J SCALE: N.T.S. TOENAIL s (2)16d NA 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • a z UJI `,.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-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —wiv i. ocnnuva - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Lmq Ll MM cc MM NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e•� c1%j cl�4 c� CD c L.0 as LU > W i L U Q. Lam- O c �ae�N •sz N Y 32 W � = _= C" �E= �+ via � � ro 3 � .!!! � CU a , Ni7..-in C It _^� N SE w Ji .. G� J�' •... "� E a Q � �\`N �d6lt€till" 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 :) h a E IMAM 4MEE O N b' G at � N J �j 6J "r �i C 525 LL W .� ° = -o a Y Z �� Y�o`_ t �. IL w _ N $ W U5 Cj m w y co M Z ¢ J a N O U v U w ❑ El V M M � N M o zco �QQ d v o- n U) N z Q) o W U � a OW c Ln �y N M U r6 LU Ij M , = L z U o • Q N `= W Q Z M p 5> C J � ce LL zo >m a aN CL o oLL z© E 8 u oa (0 CIO �to Do a 0. 0a p� Q h wa ww r O a GU 0, z 6 <w z Z W w a �� ww oz r2� Mja o M11 c 0 0 > (O LO ^. '' hh m Q u! N N OCo ca Y — T m U) m ^ L N }I C T Q '�O N � <C I ) -� N Ln C3� N r 1_ L0 T T E E M Z CU � N z E 0 r_ a U Q p JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. S5 FT I_- fl I tq I I III I I �T il'l ii 7i� J. iT97r 3 - I OF THE LAST LAMINATION SPACE S SHOWN FOR 3- ) 2x4 "T" ON TOP OF PANEL I LL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION Odx3'BLOCKIN 4" FASTEN WITH [ 2x 12LOCKG TOENAILS/ NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g T ADDITIONAL INFORMATION. SCALE; N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x ,ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MI/N. SSEEEMM/S5 CROSS BRACING DETAIL J SCALE: N.T.S. TOENAIL s (2)16d NA 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • a z UJI `,.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-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —wiv i. ocnnuva - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Lmq Ll MM cc MM NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e•� c1%j cl�4 c� CD c L.0 as LU > W i L U Q. Lam- O c �ae�N •sz N Y 32 W � = _= C" �E= �+ via � � ro 3 � .!!! � CU a , Ni7..-in C It _^� N SE w Ji .. G� J�' •... "� E a Q � �\`N �d6lt€till" 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 :) h a E IMAM 4MEE O N b' G at � N J �j 6J "r �i C 525 LL W .� ° = -o a Y Z �� Y�o`_ t �. IL w _ N $ W U5 Cj m w y co M Z ¢ J a N O U v U w ❑ El V M M � N M o zco �QQ d v o- n U) N z Q) o W U � a OW c Ln �y N M U r6 LU Ij M , = L z U o • Q N `= W Q Z M p 5> C J � ce LL zo >m a aN CL o oLL z© E 8 u oa (0 CIO �to Do a 0. 0a p� Q h wa ww r O a GU 0, z 6 <w z Z W w a �� ww oz r2� Mja o M11 c 0 0 > (O LO ^. '' hh m Q u! N N OCo ca Y — T m U) m ^ L N }I C T Q '�O N � <C I ) -� N Ln C3� N r 1_ L0 T T E E M Z CU � N z E 0 r_ a U Q p JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. S5 FT I_- fl I tq I I III I I �T il'l ii 7i� J. iT97r 3 - I 11NIMUM 2x ,ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MI/N. SSEEEMM/S5 CROSS BRACING DETAIL J SCALE: N.T.S. TOENAIL s (2)16d NA 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • a z UJI `,.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-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —wiv i. ocnnuva - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Lmq Ll MM cc MM NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e•� c1%j cl�4 c� CD c L.0 as LU > W i L U Q. Lam- O c �ae�N •sz N Y 32 W � = _= C" �E= �+ via � � ro 3 � .!!! � CU a , Ni7..-in C It _^� N SE w Ji .. G� J�' •... "� E a Q � �\`N �d6lt€till" 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 :) h a E IMAM 4MEE O N b' G at � N J �j 6J "r �i C 525 LL W .� ° = -o a Y Z �� Y�o`_ t �. IL w _ N $ W U5 Cj m w y co M Z ¢ J a N O U v U w ❑ El V M M � N M o zco �QQ d v o- n U) N z Q) o W U � a OW c Ln �y N M U r6 LU Ij M , = L z U o • Q N `= W Q Z M p 5> C J � ce LL zo >m a aN CL o oLL z© E 8 u oa (0 CIO �to Do a 0. 0a p� Q h wa ww r O a GU 0, z 6 <w z Z W w a �� ww oz r2� Mja o M11 c 0 0 > (O LO ^. '' hh m Q u! N N OCo ca Y — T m U) m ^ L N }I C T Q '�O N � <C I ) -� N Ln C3� N r 1_ L0 T T E E M Z CU � N z E 0 r_ a U Q p JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. S5 FT I_- fl I tq I I III I I �T il'l ii 7i� J. iT97r 3 - I 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —wiv i. ocnnuva - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Lmq Ll MM cc MM NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e•� c1%j cl�4 c� CD c L.0 as LU > W i L U Q. Lam- O c �ae�N •sz N Y 32 W � = _= C" �E= �+ via � � ro 3 � .!!! � CU a , Ni7..-in C It _^� N SE w Ji .. G� J�' •... "� E a Q � �\`N �d6lt€till" 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 :) h a E IMAM 4MEE O N b' G at � N J �j 6J "r �i C 525 LL W .� ° = -o a Y Z �� Y�o`_ t �. IL w _ N $ W U5 Cj m w y co M Z ¢ J a N O U v U w ❑ El V M M � N M o zco �QQ d v o- n U) N z Q) o W U � a OW c Ln �y N M U r6 LU Ij M , = L z U o • Q N `= W Q Z M p 5> C J � ce LL zo >m a aN CL o oLL z© E 8 u oa (0 CIO �to Do a 0. 0a p� Q h wa ww r O a GU 0, z 6 <w z Z W w a �� ww oz r2� Mja o M11 c 0 0 > (O LO ^. '' hh m Q u! N N OCo ca Y — T m U) m ^ L N }I C T Q '�O N � <C I ) -� N Ln C3� N r 1_ L0 T T E E M Z CU � N z E 0 r_ a U Q p JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. S5 FT I_- fl I tq I I III I I �T il'l ii 7i� J. iT97r 3 - I NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e•� c1%j cl�4 c� CD c L.0 as LU > W i L U Q. Lam- O c �ae�N •sz N Y 32 W � = _= C" �E= �+ via � � ro 3 � .!!! � CU a , Ni7..-in C It _^� N SE w Ji .. G� J�' •... "� E a Q � �\`N �d6lt€till" 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 :) h a E IMAM 4MEE O N b' G at � N J �j 6J "r �i C 525 LL W .� ° = -o a Y Z �� Y�o`_ t �. IL w _ N $ W U5 Cj m w y co M Z ¢ J a N O U v U w ❑ El V M M � N M o zco �QQ d v o- n U) N z Q) o W U � a OW c Ln �y N M U r6 LU Ij M , = L z U o • Q N `= W Q Z M p 5> C J � ce LL zo >m a aN CL o oLL z© E 8 u oa (0 CIO �to Do a 0. 0a p� Q h wa ww r O a GU 0, z 6 <w z Z W w a �� ww oz r2� Mja o M11 c 0 0 > (O LO ^. '' hh m Q u! N N OCo ca Y — T m U) m ^ L N }I C T Q '�O N � <C I ) -� N Ln C3� N r 1_ L0 T T E E M Z CU � N z E 0 r_ a U Q p JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. S5 FT I_- fl I tq I I III I I �T il'l ii 7i� J. iT97r 3 - I AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e•� c1%j cl�4 c� CD c L.0 as LU > W i L U Q. Lam- O c �ae�N •sz N Y 32 W � = _= C" �E= �+ via � � ro 3 � .!!! � CU a , Ni7..-in C It _^� N SE w Ji .. G� J�' •... "� E a Q � �\`N �d6lt€till" 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 :) h a E IMAM 4MEE O N b' G at � N J �j 6J "r �i C 525 LL W .� ° = -o a Y Z �� Y�o`_ t �. IL w _ N $ W U5 Cj m w y co M Z ¢ J a N O U v U w ❑ El V M M � N M o zco �QQ d v o- n U) N z Q) o W U � a OW c Ln �y N M U r6 LU Ij M , = L z U o • Q N `= W Q Z M p 5> C J � ce LL zo >m a aN CL o oLL z© E 8 u oa (0 CIO �to Do a 0. 0a p� Q h wa ww r O a GU 0, z 6 <w z Z W w a �� ww oz r2� Mja o M11 c 0 0 > (O LO ^. '' hh m Q u! N N OCo ca Y — T m U) m ^ L N }I C T Q '�O N � <C I ) -� N Ln C3� N r 1_ L0 T T E E M Z CU � N z E 0 r_ a U Q p JOB NO: 23-00522 SCALE : AS NOTED SHEET NO. S5 FT I_- fl I tq I I III I I �T il'l ii 7i� J. iT97r 3 - I FT I_- fl I tq I I III I I �T il'l ii 7i� J. iT97r 3 - I 3 a rn LO 0 0 .a 0 0 0 J N 0 0 I N Q ,n to Q N 0 0 3 N S I LON to 39 a Y Q M d i n. E en L a J L� E 15 U y N 0 0- i c 0 v U J a� 0 0 O d 1M 0 0 Q m x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4F1/2" DRYWALL DOOR JAMB (REFER P.T . TO PRODUCT TO PRODUCT TO PRODUCTAPPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 F X 4 1x4 P.T. 3/16" 0 X 3" LONG 711- (07 ; FURRING 3-1/4" LONG X 3/t6"� FURRING FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS TAPCON 16" O.C. & 4" TAPCON, INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. Px 3-112" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO ' BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU — \ THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK- — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW_____� ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX 11 IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B—B ARCH DETAIL rK SCALE: N.T.S. SS I SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL I I 4' MAX. RAD. PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REBt (TYP,) STD. 90' HOOK (1 Ill +5A NOTCH WEB AT FIRST 2 COURSI ' - 'rT ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 12 (5)d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS . J NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP, DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS / f L MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W,M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" XF ko 1=1 I I-1 —T 111=TfTr D I11 F= —TI—I I r GRADE CV p M Z r D (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS A P THE S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE - PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) #5 REBAR (TYP,) 00 TD. 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA • ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU WIT NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD W/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2X + + t FNGTH + + + + + + + + + . TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO �\ + SUPPORT SOFFIT If J1V' SEE ELEVATION ,L_ J` FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION ("M� SCALE: 3/4" = V-0" SS QGG QWP:F:T fly AAIII SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,-. w z 0 2 U_ 0 LU U_ M U fn @ FIRST COURSE ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° a' OVERHAN y. �;.• n' RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1 t-0tt 51 -011 P. • ' •Ill... ' #5 BAR x V 1.0 • • : .• CENTERED W/ g o.,'• •. .'� 9 H IN TOP o KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN • AND SECTION DETAILS CLEAN FILL .o ° • • v DIRT Z °• ° ffTANDARD CDHOOK N #5 BAR IN _ FILLED CELL, , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = 1'-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6 EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I I— EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. e� N C14 g sr,n =o LA Y o a� o m C,4 en �a o N N g Q d •� o�Q ' c ra f co H g N L3. r 12 1��if6p�f�,��`v�jr ., wg�aQt��V-130my x . N0 F LO �N,�,�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer`s signature and seal. k W a, E o N8 0 w 5 o a0 '5 i; °�� � ai cN�o CO ti n M V � LL N J 17 10to a '? ZN-C� a JLLLr"Lu d Y rjoo Z p; =1 o 0 W (0 T m Z J MZ ¢ N O U ¢ o0 ��er at a+il W ❑ ❑ z N M a z N z � � J d N N z a �N 0 o .O N �N LU o N kM ,r U Lu ° !— I �'jE. _ w U o r~ � Y Q m ° �m r_ C w M M � z Z a Q 0 o E U ow z© oa ro 2a0. �o E � P6 &4 o ¢ 0¢ az <o w z rm O mo m � � J Q W �z ¢� o< a0 W f� T WLL <O z oW F� o� w= �3 w '0 ch o�< a = °§ �� > C4 J L0 � m Q � � � N C) O Y — T U) m � N m N r Q •� O N 0) I co o 0 CV LO r T— T T Ch o z zN E Q N m E a w c JOB NO : 23-00522 SCALE : AS NOTED SHEET NO. SS _r-i rt 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 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS (2) 12D NAILS --r AS REQUIRED AT 12" O.C. MAX BEAM a� RAISED ENTRY CROSS BRACING DETAIL JYP)r—,-' HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL 6 SCALE:NTS SCALE: NTS SCALE:NTS SCALE: NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE YBE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 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 M 17 14 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ----LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B /TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT T-0" MAX WOOD TRUSS IE [ u SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS HIP G.T (2) 2x8 #2 SYP w) O.S.B. FLITCH Pt 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 44 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 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE L.SEE PLAN L. FOR CANT. (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"0.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 a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT AL VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d LCOMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SPF TOP FOR CONNECTION 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 MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ° SECTION @ ENTRY s SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. FOR COLUMN SIZE & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDUEDE/ON PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=V-0" BM. SPLICE OVER CENTER OF POST CONNECTION INFO. A A SEE PLAN FOR SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) O CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. >< - 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. �• MASONRY WALL BELOW: SIMPSON °<. 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 as A (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj� SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED wl (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION OR 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 OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLEL SEE 2/D2 FOR BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---/ L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS CV WO '-'J dW 2- t �r w s ao c c.i — m x •N 'T3 S`.1 .� v ax E v tfj'P�a ,���°,���'<ee11i1!lBlllit ASE " �% . " •' o U �0, O '• C2,�- QR0FE BSX��� `• o`� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. , W IF o E NOW wE Q 8 ON O C cO n 0 Uj L- �� 1 ,Do 11 F ��� C531 0 Q N C M V J J S + J a W Co @ O �i IZ Ff W Z ;.�N� � o 0 Z o�mrn T `V0 Qr� N Cl) Z r J § a Z O U 00 �.y�Z` qk'y•' W El El 9 L N O O z N z N — V) z a 0 o +-I u, U O ul LUQ) o Ln 5gag W E U 'o °� • N I� 4co c J w C"> M J � ¢ z0Z' z Q `2 U Q O zo O rn Q N Z E CJ I— N z g tt a oa 00 ❑ 0 v L ¢o aw ¢oa -0 Z a� OLL z Qo A Nz �o az _� r-- �3 o w-,< >-.0 Id -a z<T3: .o C O i ;n Lnm � c� ^Q CL N N O O Cn m co N m � Ln r Q� ate•+ 0 N OO O CV N V+ L0 �-- T T E E N LO T M o M Z a E O CU a c0 0 ¢ o JOB NO: 23-00522 SCALE: AS NOTED SHEET NO. D 1 . ins ;j I LIN 1, H h dl I i ii ,E I I 1 11 [ 1--TT-F— I I — —F— - 1 - — 1 3 v LO Lo cvn 0 0 J oN O I N Q el- LO rn LO u7 v V) 0 Q lV 0 J N 0 0 N Lo LO Cr C N 0 N N a EE iu E 0 x 4 v c c N E2 v 0 i a 0 v 3 W LZ PM NO 6 0- N N N S Q v THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCKTO OUTSIDE EDGE OF ° MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO4 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 WEATHER RESISTIVE BARRIER , HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure i 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 DO NOI BOTTOI FLANGE FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN, SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SINGLE JOIST SELF -ADHERED FLASHING WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 4SHING DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING Q SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL- `` PRODUCTS DETAILS TILE FINISH-_____ WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK---_ PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as O in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU -� 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts _ a 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" aEl Minimum) SLOPED MUD BED ° 6. Fold as shown by arrows H T77 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary H SLOPE a a V-4" PER PLAN T-0" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING \ ' SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Q W U) m Q a a d a = W U U W W _ rr Lu cr- W O I� /- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1" BEAD OF CONSTR. 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 assemblyb providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other a roved water -resistive barrier shall be a lied over studs or sheathin of all exterior walls No 15 as halt felt shall be a lied pp pp 9 p pp 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 Jolsr 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 ]s o 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. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING FLANGED VVINDOVV applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL VVP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` ��o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and APER TO EXTEND A MINIMUM 6" RELEASE ADHESPVEASSHOVVN)SE 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. <: > IS O 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 qutters. :LF-ADHERED FLASHING ETCH HERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER I3-1l2" INCH FLANGE - �I Ala PLASTER STOP 1,THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS �� ASTER STOP A NTINUOUS BACKER ROD EALANT NENTITIOUS FINISH JCTURAL FRAMING JCTURAL SHEATHING P OF SAF NAGE PLANE WRB D BREAK WRB 4TH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs, 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all C C1 M W c ca U- "� G s = CCom>< .: c°�- ri U) m o N ® tt3 Q y CV 6? cp W 3: cm. � d = d m Ir a. 0 M CV 0 CV CV 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �`: t to w�FK r W 0 O i v O O co O w �_�� N A J QC J u LL a Z - a� a L 0 Z nS O ' `fl o Z LO LO co Z Q J a O U ¢ 0g: t ZU to W ❑ ❑ L'l M r N Cl) o 0 N �/1 z o � r/ U) d � V�•I) � M z o VJ 1 , lL LU V -� O N V LU a3'W E 3 r ¢ .n 0 r_ o w M J y ¢Z Z LL E � � z oo > N Q o zo F- 6g0 00 DU O E lo r O Q �z Q� [n C 6 o �S¢ O U m 00 z :5 00� a0 W8 � LL z JW �_ a •N 0 i Ln m .-r � � N c J >� > 0 Y T U) m N m L r a-1 C QI O '� Co 0 N -0co C'4 IN Lo T rN- i Lo T a) E w E M o Z z E 0 E N ca a E C) U J iu Q Q a C J JOB NO : 23-00522 SCALE : AS NOTED SHEET NO. W P 11 Ill .1111, 1 [111, :; it iniak 1111 IL111,J,;..=. II1 thh"k 1 1 11 i.:.i. iiL I T- ._TIE Mounting Brackets (10 Gavgla4 + /2' x 4-1; 2' x 2-12" See Anchor Schedule Bolts (Typ.) 0 T 5<rCWS fi/C UNt Bottum Edge t iurilr rt? Strap - � (Typicait 3 in front) Front Crass Support (May be cuttrxW) Left Bracket (16Gauge) N14Self-DrilIncgSfcrtvirsThruBrackets Back Cross Support rota, A/C Unit Bottom Side (Typical! 3 each side for hurricane use) 10-5/8R W shein f 5eif4ock$ng Notts `. lu inutdiatinn u-rzcrucsicra-s are praur" -d, each 14-no me Aar Scacx- Ra'dsat Scat Dorwing avaittlale upon reyuiar fee Witt rt)r)1tp) Back Cross Support (May be cut to 4tW) Right Star of (15 Gauge) Florida Department of Business & Professional Regulation Pagel rare Building Codes and Standards Tvler2p21 Product Approval Application Detail code Enmv ar Data owe Dale PNtolna ate lY 1ia Version Manufacturer act Eno] ... r & License Vagtlaled as Validated submitted FBC Approval Approoe.d us emus ARlnnellon 2020 Small Vent Products, Inc, Mlcheai Gmpem Hermes F, Norero P.E Locke 13omeden P.E. 12M M02D 12116no20 12/28/2020 Appin-d Category: Structural Components (877)441-8368 FE73778 (334)30D-180D SubCategory: Products Bnroducedasa Resultof InfoQsmarivenbcom Naw Tecnn ology Compliance Mathod: Evaluation Repad from a Honda Registered Architect or a Ucensod Florida FL65922.1191imcluds Professlonal Engineer Quality Assurance Appreyodrer Use Approved fa Use Impact Design Sep# Product Model. Numbs or Name Product Desorption Cortm Expi goat. In HVHZ Outside Hi Resistant Pressure i RmaNVant Modal #154(W O dual Function Flood and Ventilation Vent 12r112023 Yes Yes N/A +1001-100 2 Sms tv-1, Model #1540-511 Dual Function Flood and Ventilation Vent 1201/2023 Yes Yes WA •100A 10Q 3 SmartVet ModoT 54P520 Insulated Flood Vent 1MI121323 Yes Yes NA +10Dk ID0 4 sma,vent Model#1540:521 Insulated Flood Vent 1Z312023 Yes Yes WA 11 ODA 100 5 SmanZ, Mod 1#'1540524 168qud; Garage Door Flood Vent 12G12023 Yas Yes WA Ni 6 SmenVent Medel#1540� Wood Wall Insulated Flood Vent 12/31/2023 Yee Yes NIA -10 kloo ? Dm..ht Model #1540-1 14.5&qud': Geraga Ooor Fbotl Vent 12rg12023 Yes Yes WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 tn412021 ,f code Entryor Pate "8 two Pending Dal. 7-is Vers1Un Mitlufactursr Contact Enoinser&License Validated By Validated 5.1,m19.0 FBC Approval A-int Status R"alon 2020 Drexel Metals. Inc, Jason ahmnate Zachary R. Frost Laeka Bovdon P.E. 08/10/2020 OM912020 08/202020 10/132020 Apprp,.ed Category; Roofing t50213p3-1511 PE-74021 (3341300-1800 Sut)Calegory: Metal Raakng lshumetegtlmxmet.com Compliance Method Evaluation Repen from a Florida Raostred Archliect ora Licensed Hands Prafess oral Enpineer FL#?7878•Rfi Prorrdts Quality Assurance ADtxoved for Use Approved for Use Impact Design sea Product Model Number or Name Prod cq.aposcrlotlon counsel. Expiration Data In HYNL Outside NV172 Resistant Pressure 1 Drexel Metal Roating Systems 0MC100NS,. OMC 150SS, OMC 1755, OMC 2005, 12I312D25 Yes No NrA +01-ia0 DMC 5V Florida Department of Business & Professional Regulation Page 2 of Bullding Codes and Standards 11252022 Product Approval Application Detail �t M-. �F� �o e,'. 4 )T, �'�r ..,- "� 'ia �a7, ki �s :''^.'S�7�� Y`3... � i s+ ,5 'g`S cT^'»31in^,� •��� f A*S`h.x'�a`k�11.,5'p" h, - .. -� L'?.ji.au+-11�.u..1�����.sa::.,M..,yY C e+tl"i.. B -v ... ...... 1a.o"YG..u, `:+'4ah t' $'£ 1n�.Pd s-,`I9.Y`, x4"� >,�V F�9.W r'a&3. ra,i. m�ku`....,b�:w_`@..n�iinti4,...,�r�+7''x'.�✓.k.;...«.m.<., , h.Y:.ivdt�',*:..,.e,.'�'�a4Y.iu�uF4., 9 �n.....�C+.no-.,x,,�.^��F�,wi`�,-'1't`-,.,T a'a"_..,:tc Code Entity or Lie 0 ate Date Pending Type Version Manufacturer Contact Enaloser & Llcense. Validated 8V Validated Submitted FBC Approval Aoorovetl &taros Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 041151.2021 12f3l/2020 04222021 Ofi108f2021 Approved Category; Exterior Doors (800) 843-7626 PE-434M (813) 767-6555 Subcategory: Swinging Exterior Door Awombfies sj..P...on®ihermatru.ro Compliance Method: Evaluation Reportfrom a m Florida Registered Architect ora Licensed Florida Professional Engineer FLl204611•RS Products .. - Quality Assu rence Approvedfor Use Approvedfor Uso impact Design Segtt Product Model. N u m be, or Name Prod act Description Canhact Explratlon Date in HVNZ outside HVHZ Resistant Pressure 1 a. Therma-Tru Fiber-CFassic and Smooth -Star Nominal 69439,8 &quotlmpact&quot Opaque 121312022 No Yes Yes WA Composite Edge Fiberglass Engle Door (Inswingloutswing; X configuration) 2 It. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quotimpact&quot, Opaque 1213l/2022 Me Yes Yes NIA Composite Edge Fiberglass Single Door with Sdelite(s) (Inswdng;Outswng; XO, OXor OXO conilguni'mrs) 3 c.Therma-Tru Fiber-Cla_ssicand Smooth -Star Nominal 699398& uotlrrpacnot Opaque 12! 31/2022 No Yes Yea WA Composite Edge Fiberglass Double Doorwth or wthout Sidelites (Inswing/Outswing; XX or OXXO configurations) 4 d. Therma-Tru Fiber Classic and Smooth -Star Nominal 8&939 O &quotlmpact%quot; Opaque 1213112022 No Yes Yes N/A Composite Edge Fiberglass Single Door (I nsvdng1Out9wh9 X configuration) 5 e. Therm-Tru Fib -Classic and 5mooth•Ster Nominal 8&#390 &.quot;lmpact&quot; Opaque 12131f2022 No Yes Yse WA Gomposite Edge Fiberglass Single Door with sidelibe(s) (Inswngl0ul.wng. XO, QX- OXO configurations) 6 f Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&43g;0 &quotlmpacAquot Opaque 12131/2022 No Yea Yes NIA Composite Edge Fiberglass Double Door with or without Sidelitas (InswingfOutswing;. XX or OXXO mnfiguo'llons) 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&939;8 &quotlmpact&quot Glazed 12?Q12022 No Yes Yes WA Composite Edge Fiberglass Single Door (Insung/Outswing: X mnfigurabon) a h. Therma-Tru Fiber- 42ssic and Smooth -Star Nominal 6&039;6 &quot;InyYaat&gt10t Glazed 121312022 W Yes Yes NIA Composite Edge Fiberglass Single Doorwith Sidelite(s) gneW g/Outswing XO. OX. OXO configurations) 9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39 8 &quotlmpact&quota Glazed 1213IM22 No Yes Yes NIA Composite Edge Fiberglass Double Doorwith or without Sidelitas onswingl0u1swing;.X1or 0XX0 configuration.) 10 1.Therma-Tru Fiber-Glassb and Smoot -Star h Nominal & 390 & vo'I t u 8 # t m ac & of Glazed 121312022 N0 Yea Yes NIA Composite Edge Fiberglass Door (Inswingloutewing X configuration) 11 k.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&4390&quotimpact&quop Glazed 1W 2022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelite(s)(Inaarg/Outswtn9 XO, OXor OXO configurations) 12 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;D &quot;impact&quot; Glazed 12131IM22 No Yes Yes WA Composite Edge Fiberglass Double Doorveth or without Sidelitas (Inewingi0utswing; XX or OXXO configurations) 13 m. Therma.-Tru FibeFOlassic and Smooth Star Nominal 690g;8 &quotlmpact&quoi Glazed Molded 12/312022 No Yes Yea NIA Open Composite Edge Fiberglass Single Door (Inswing/Outswng; Xmnfiguration) 14 n, Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&p39,8&quotimpact&quot; Glazed Molded 12J312022 No Yes Yes WA Open Composite Edge Fiberglass Single Dos with Glazed Molded Open Sidelines (Inswi Outawn ; Pe ( g, xo.OxprOXo nr amahan. s .) 15 0. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 8quotlrtpxact$quot Glazed Polpged 12/3111022 No Yes Yes WA Open Composite Edge Fiberglass Double DoorvAth or without Glazed Molded Open Sidefites gw nswng/Outsmg XX or OXXO configurations) 16 P. Tharma-7ru Fibar-Cl... ic and Smooth -Star Nominal B&9398 &qu t;impact&quot; Opaque 12)31=22 No Yes Yes WA Composite Edge Fiberglass Single Door with Molded Open Sidelies Inswin lOutswnn '-XO. OX orO p t ( XO g g. configurations) 17 q. Therms-Tru Fiber -Classic and Smooth -Star Nominal S059,8 &quot;impact&quet Opaque 12131=2 No Yes Yes NfA Composite Edge Fiberglass Double Door weth or without Glazed Molded Open Sidelitas (Im;vAVOutsw111g;, XX or OXXO contigurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft 1t912021 9911111 E sitar or Date ate Date PenNnp am- SYH@ Version Manufacturer contact E1lameer& Llcerme Validated By Varclated oybmili FSC Aooroval Approved ;Sa A Rove. 2020 PGT Industries Jens Rosoeski Mfemi-Dade SCCO-DER Misrd-Dede BCCO-VAL IVier2020 10126/2020 112412020 Approved Category: Exterior Doors (941) 48a-010D 1780) 315-2590 subCst-Rory: SlfdlgEt Ddor Assemblies Ince-ki&VInd-mead Compliance Method. G, ril-tio. Mark or Listing om F LY231-kg3 fkotluets Quallly Assurance Approved for Use Approved for Use IM= Deeion xSag$ Product Modal. Numb r. Noma Product rlsseriotlon Gotract Exnlrallon.Dal. in HVNZ Outside HVNZ R.a tstanl Pessure 9 6G0.6570 (Large M Haile Impact) Vinyl Riding Glass poor 04/142021 Yes Yes Yas NIA .August 10, 2022 P Ru` " D U L`;" T V A L S E� I F I LAO ';` ' NO IS H E E T As required by Florida Statute 553.842 and Florida Administrative Code 913-72r 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 IFiber-Clas,sic A. SWINGING aTru and Smooth -Star (NON -IMPACT) FL204 1.1 +67.01-67.O psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL 0468 +67.0/ 7.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-9 .0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40,0140,0 psf 12131/2024 PGT Series 5570 NOA 21-0205.03 +38,71-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.01-35,.0 psif 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248,10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 16 7 � � FL82'48.11 +34.4/-38,3 f p 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADGt Inc 607.707tr 727.747r and 847 Single & Pairs of Doors r FL11537.1 N/A see inst sht 12/31/2025 2e 'WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0i-60,0 psf 10/812023 PGT Series 5500 FL239.2 h11A 7/30/2025 Pella Corporation Series 10120 FL11206 +35.01-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0f-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Window and Doors Series 188 FL15351 A +55.01-55a0 psf f 2/16/2024 Pella Corporation Series 10120 FL11161 +30,0P-30.0 psf 3127/20 3 Pella (Corporation Series 10 Slidin+g Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349..1 +60.01-60,0 psf 41312023 PGT Series 5520 FL243.5 NIA 4130(2025 Pella Corporation Series 101 0 FL6694 +50,01-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL 'WALL A. SIDING I James Hardie B' am ardi Building Pied. g C eon lank Le Siding and HardiePlank L Siding p p 9 g FL13192.1 - FL13192.2 NIA 12/31/2023 0 B. SOFFITS Alside Solid and Vented Vinyl Sofa FL15272.1 - FL15272.2 +75,01-75,0 psf 12131/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2f 54.2 psf 7/30/2023 C. OTHER. 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko ll Shingle Roof) 15ib Felt Underlayment FL12328 ILIA 6/2912023 Plygiass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5.259 IWA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918.4 NIA 91912026 Florida Metal Products, Inc 'Vent RV10 FL21530.3 NIA 12/31/2024 Lomancor Inc DA-4 Exahust 'Vent FL17202.1 +97.51-97.5 psf 12110 1 2025 E, ROOFING TILES Boral Tile 'Villa 900 FL7849,27 - FL7849=28 NIA 12/31/2025 B oral Tile Saxony 900 F L7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc, DMC 1001i DMC 150SS, DMC 175Sr DMC 200S, DMC 5V FL17679.1 +01-180 12131/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 1.2/3112022 All American Shutters & Glans Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 1213112024 MiTek Industries, Inc. Truss Plates FL219T1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board,LVL, P Lt LSL FL6527.1 - FL6527,5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time o inspection of these products, the follovwin info - atxon must b p p pp p p p g m1 i e available to the inspector on the lobsilte'1 1 copy of the product approval, 2) Florida Department of Business& Professional Regulation Paget of Building Codes and Standards 1rzs2D22 Product Approval Application Detail Code Entity or 2= Data Pendlna Pitt Tye Version Manufacturer Contact Engineer & Ucense Validated By YalloateJ Submitted FBC Approval Approved status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 071M2020 07/1212020 07f2W2020 1011312020 Approved Category: Exterior Doors (800) 843-7628 PE-43409 (813) 767-6555 SubCategory: Stinging Exterior Door Assembles sJ.Vu o @the t'.._ Compliance Method: Evaluation Reportfrom a m Florida Registered Architectora Licensed Florida Professlonal Engineer Products FUf2D47Q-R3 Quality Assurance y4Pgrovedfor Use Aogrovadfor Use Impact Design Sao # Product Model, Mum bar or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39 8 &quotlmpact&quo% Opaque 12131f2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (I nsWng/Outsw g'X onfig-ii-) 2 b. Thorma-Ton FibenOlassic and Smooth -Star Nominal 6&#39 6 &quotlmpact&quo% Opaque 12131,12022 Yes. Yes Yea N(A Composite Edge Fiberglass Single Dvorwith Sdeirte(s)(InswingtOutswing XO, OX or OXO configurations) 3 p.Therma-Tru Fiber-Ciaelaand Smooth -Star Nominal 6&#39;8&quot;lmpact&quot Opaque 12131f2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sldalnes (InswinglOutssOng; XX or OXXO configurations) 4 d. Therma-Ton Fber-Classte and Smooth -Star Nomina 189#390&quot;lmpact&quo%Opaque IMl f2022 Yes Yes Yea NIA Composite Edge Fiberglass Single Door OnswnglOutawmg- X configuration) 5 Is. Thernm-Tru Fiber -Classic and Smooth -Star Nominal 8&939;0 &quot;Impact8.quoL Opaque 12131)2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelka(s) onsw,ngloutswing; XO, OX or OXO configurations) 6 f. Therma-Tru Fiber -Classic and Snx)oth.Star Nominal 8"39;0 &quot;mr pact&quot Opaque 12131r2D22 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelines (Inswi glOuts wing; XX or OXXO -fill ati.ns) 7 g.Therma-Tru Fiber-Classle and SmodthStar Nominal 6&#39,8&quot1mpact&quot Glazed 1V312022 Yes Yes Yes NIA Composite. Edge Fiberglass Single Door 0 nswng/Outswing; X configuration) 8 h.Therma-Tru Fiber-Dazsic and. Smooth -Star Nominal a&#39;88quotimpact&quot; Glazed 1213112022 Yes Yes Yale NIA Composite Edge Fiberglass Single Do.,with Sidelite(s) (InswfngfOutswing; XO, OX or OXO configurations) 9 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quot:lmpaot&quota Glazed 12131J2022 Yes Yes Yes N/A Composite Edge Fiberglass Double Door with or without Sldellfos (Inaw4ngtOutwAng. XX or OXXO - configurations) 10 j.Therma-Tru.Flber-Ciasaicand Smooth -Star Nominal 8B#3$0&quot;1mpact&quoi Glazed 12131f2022 Yes. Yes Yes NIA Composite Edge Fiberglass Single Door (InswnnglOutsw ng; X canfigur.i on) 11 k. Thwnra-Tm Fiber -Classic and Smoalli Nominal 89#39,0 &quob1mpsct&quat Glazed 12f3112022 Yes Yes. Yas WA Composite. Edge Fiberglass Single DOorWth Sidelite(s) OnswinglOutswing; XO, OXor OXO configurations) 12 I. Thorma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quPtirrpact8.quot Glazed IV3112022 Yes Yes Yes N(A Composite Edga Fiberglass Double Door wth or without Sideiites (Irrsvirgloui9wing; XX or C)0O configumgons) 13 m. Therma-Tru Fiber -Classic and SmoothSter Nomin2l6&#39;8 &quotimpact&quot Opaque 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Single Doorwith &quobNon-Impact&quoi; Sidelite(s) (Inswing/Outawing; XO, OX orOXO configuration*) 14 n.Therma-Tru Fltier-Classic and Smoeth.Ster Nominal a141139; a&quotlmpa&&quote Opaque 12/312022 Yes Yes Yes N/A Composite Edge Fiberglass Double Doorwith &quot;Nm-lmpad&quot; Sidelites (lnawingfOutswng; OXXD configuration) 15 o.Thorma-Tru FiberClassioand SmorStar ott Nominal 86#39;D&quot;lmpact&quob Opaque 1213IM22 Yes Yes Yes NIA Composite Edge Fiberglass Single Door wth &quOt;Non-Impad&quc% Sidelite(s) (I nawng1Outswmg; XO, OX or OXO configurations) 16 p,Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,0&quot;lmpact&quoi Opaque 121312022 Yes Yes Yes NfA Composite Edge Fiberglass Double Door with '&qupt;NW'lmpacl&quoi Sldelites(Ins inglOutswng; OXXO configuration) 17 q.Therma-Tru Fiber -Classic and SmoothStar Nominal 6&#3RB&quot Non-Impad&quot; Opaque 12l312022 Yes Yes No NIA Composite Edge Fiberglass Single Door gn.wircloutswing; X config-d.n) 18 r. Therms-Tru Fiber -Classic and Srrrwth-Star Nominal 8&#39:8 &quokNon-Impact&quot Opaque 12012022 Yes Yes No NIA Composite Edge Fiberglass Single Doorwill Sidelke(s) onsv4ngtOutsving; XO, OX or OXO configurations) 19 s.Therma-Tru Fiber -Classic and. Smooth -Star Nominal 6&#39;8&quot Non-Impact&quoi Opaque 12131!2022 Yes Yes No WA Composite Edge Fiberglass Double Doorwth or Wthout Sldeittes (Irxw inglOutWog; XX or OXXO configurations) 20 t Themm-Tru Fiber -Classic and Smeeth-Star Nominal W39;0 &quot;Non-Impact&quot Opaque 12/3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswng/Oui-sing; X configuraiion) 21 u.Therma-Tru Rber-Classic and Smooth -Star Nominal 8&#39,09quot;Non-Impact&quot Opaque 12/3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO conflourationsi 22 v. Therma-Tru Fiber -Classic and Smooth -Star Nominal 89439;0&quot;No lrnpaot&quot Opaque 1213112022 Yes Yes Ne NIA Composite Edge Fiberglass Double.Doorwth or without Sill (Hawing/Outswing )CXor OXXO configurations) 23 w. Therma-Tru Fiber -Classic and SYnooth�Qtar Nominal %#3a;8 &quot;Ncn-Impad&quot; Glazed 1213112022 Yas Yes No NIA Composite Edge Fiberglass Single Door (Inswn9fOutawing; X-ricuration) . 24 ma-Tru X. TherFiber-Classic and Smooth -Star Nominal 6&#39;B &quot:Non-lmpad&quot; Glazed 12131l2022 Yas Yes No NfA Composite Edge Fiberglass Single Door v,4th Sldeike(s) (InswnglOutawng; XO, OX Or OXO configurations) 25 y. Therma-Tru Fiber.Classic and Smooth-5ter Nominal 6&939;8&quot;Non-IrrVaci&quot; Glazed 121312022 Yes Yes No N/A Composite Edge Fiberglass Double Door win or without Sidelftes (Irlswng/O.b.Ang; XX or OXXO configurations) 26 z. Therma Tru Fiber -Classic and Smooth -Star Nominal 8811 &quot,Non-impact&quoi; Glazed 12/312022 Yes Yes No NIA Composite Edge Fiberglass Srgis Door Insw /OutswinX configuration) f ng 9.; 27 za. Therm -Tr Fiberr-Classic and Star a u Snpooth Nominal8 39�0& uotNon-I act8 u lazed &# q mp q of G 121 1/2022 3 Yas Yes No N! A CoonP'te Edge Fi lasSirrglP Door with Sdelkes(Insw,inglOutswng; XO, OX or OXO configurations) 28 A.Therma-Tru Fiber-Clawic and Smooth -Star Nominal 8&#39:0&quotNorr Impad&quot Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Double Door With or wthout Sidelines (InswinglOutswing; )Xor OXXO configurations) Florida [)apartment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail C.di grilltyr lT(gg Vwslwl Manufaclurw Conact Enpineer&License Revision 2020 MI Wlndo ws and Doors Bret 8itilnger Luis Roberto Lomas CMegory: Exterior Doers (717) 395-330a PE62514 SulcalegoM Siding EXterior Door Assemblies bfl1in9e1@mhetl.cem compliance. Method: Evaluation Report from a Monde Registered Arbhlterift Used Florida Professional Engineer F�L 75492-R9 P..: uda Se" Product Model Nranger or Name Product Desorlotlon 1 SERIES 420ALUMINUM SGD SERIES 42CALUMINUM SGD OXO 145-3J4&gii.1xS0&quoi NON -REINFORCED 2 SERIES 420ALUMINUM SW SERIES 420ALUMINUM SGD OX..XO,XX 96&quol;xa0&quot; MOM -REINFORCED 3 SERIES 42GALUMINUM SGD REINFORCED SERIES 42CALUMINUMSGD REINFORCED OXO 1413l48U1u ot;z96&quo1; 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. XO, XX 96&quotpcS68.quot, 5 SERIES 420ALUMINUM SGO REJNFoRCE0 SERI E842CALUMINUMSOD REINFORCEDXXX 143&quot:x06&quot, cm Tjgg Vemlon Manufacturer Revision 2020 way" a. Dalton, a division aOvemei d Door Corpolstim Category: Extarlor Doons Subcategory! Sac6onal Exterior Door Assemblles Comp nark. M ethod! Evaluatlai Report from a Florida RaglsteredArchitect or a Licensed Flonds Professional Engineer PLA9248.R20 Products. Sea a Product Model Number or Name 3 8000/81D018200#1105 10 WOW 11 6000/8100/8200 #1124 Validated By Steven M. Unch, PE (71T)317-8454 Pagel of 2 1F 2021 Date Due Date Penn me Validated Salanrced FBC Arlacip l A^oddvad Status lWa+2029 t0/0d2o20 1W192020 121t512020 Approved QualltyAssuraniie Approwdfor Use Approved far Us9 Impact Design contract expiration Data In hi- outside HVNZ Resistant Pressure 12r31/2024 No Yes No WA 121312024 No Yes No WA 12/312024 Na Yes Na NIA 12n112024 No Yes No N/A 12I]12024 No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of 2 8912021 EndN or we agn- Date Pandirm Data Contact Engineer & Llcenss Validated By validated Submitted FBC Approval Approwd Status Ovlayna Kanlsh John E. scates. Jeffrey P. A.esen. P.E. iDA212D20 092g/2020 102312020 12/152020 Approved (3307763.8121 PE-61737 (904)821-5200 dkomishciwayne-daltgrc om Quality .Assurance Approved for use Aoorovadforuse Impact Date - Product Description Contract 8xdrallm Date In HYti-Z. Outside HVNL Reslalais Pressure 90* Max width. 14&#39; Max height. dazing 12/312023 No Yes Yes 431.00L35.00 avallable In too or Idtenneditte, e.dor,, I68#39; Maxwidth. f4&#39: Max height, Glaain 12/312c723 No Yes Yes .30.00F33So n.9 available In top aerma Initliata section. 1ISMS: Max Adrh. 149#39: Max height. Glazing 12131/2023. No Yes Yes i34.40f--a&30 available in top or Intermediate section. Florida Department of Business & Professional Regulation Page oft Building Codes and Standards i&2021 Product Approval Application Detail Pp t� ,�.-..._� �:-,, :::LL,3f�«.s�.�.�.�„x �._ �s;��._, __"'3_"'_�.1�;_,_Y:.'~.`v„Y��-.-�w ��'��.�4^z,�l.'aL�',�, �....-.. taz .{.a x�.:._. Yr,sv_,- �s�ux`.c�'^'�t•1,.a�,r, 4��.2`�r��,.., ,-- ,. r� � ,- "'.X ,-,/5 -. c Entity or Date Data Date Pectin kgf Tyoe Vuslarn Manufacturer ctmW Enpineer&Ltcensa Validated By Widened 6utnnitted FBC Aamoral Aoorovetl status Redskin 20ZO owns. Dlvlecri of AADG. Inc. Torn Rattay UL LLC Troy Bishop. P.E. 12(102020 12OV2020 12x2l/2020 Approved 641 94-2813 54)S4r-0880 Category: Extanor boors 1 ) 4 V } Subcategory: ExtenorowrC<mponeds ldm.raHay�asa9aoloy.co Compliance Method: Certification Mark or Listing on FL*NU7•R8.Product, - - Quality Assurance Approvedfor Use Approved for Us. I.Daat Design sag # Product Modal. Numb rpm Name Product Description Canlract ExolrMlan Bate In HVHZ outside HVNZ Resistant Pressure 1 60770T 72?,?47, Tar, 777, and 847 Single-d Pairs Flilsh. Glazed and Louvered singreendpairs of 11 025 Yes Yes Yes WA Doors hollow metal doors. - - - - Florida Department of Business & Professional Regulation Pagel or2 Building Cods and Standards IPrix 1 Product Approval Application Detail a„�...r:_; ?x -.u. ',gin -� ,� .-.: r -.. -. '::�r�, .-'*^✓' 4 . >` .��� '.: � a �t^-� ->,�. :.,. ,r>".. �, Cod. Emit, ar [We Date last. Pending Bate -- - '-- Vrslpn Manufacturer Contact Engines,&Lieensa Validated By Wideftd Submitted FBc And -I A -lid aai". APPLICANT SIGNATURE DATE . ReAslon ZD20 MI Windows and Doers Brant ohniger American Architectural Steven M. Unch, PE 11/17R020 11/17J2g20 11127/2920 Approved Category: Wlndo" (717)365-3300 MBnuf-turars. A&5 duion (717)31?-8454 Subcategory: Single Hung bsithngar®,mlyrd.com Compliance IsA the d: Can iestion Man, -a Listing Quality Assurance Aporawnifar Use: A ...... d for Use tmoect Desion MOdM. Number or Name Preducl DescHidden Contract Expiration Date In HVNZ Outside HVHL assistant Pressure 2 105 SH 52x72 Fin/Flange Frame IG/EG SingNNung 10196,2023 No Yee No .60/-60 Laminated Glass a--e N ..0 Cn _ o� O U .� L v Q C O O tip C CL ^^,, Q C� � O W C O CU O .� E O O 0- i..i C ) Z Z W J d W Lam+ Cie tj I .2 C112 X i� in IJ- O. 'trk p N G in Q 40 N :a, 3 s ap Q y E 4O L y tip SJ f1 03 cc = 9 R T � � N A !7 Cn E N z co `V O 0 0- Q U 0 UMM W H O M W W Z Z Q t2 SHEET NO. PA 1.0. T I I 1 :I m..i I �I-., . LuJiI:I � I- - U) —Cu (1) Florida Department of Business & Professional Regulation Page 6 of 9 Florida Department of Business & Professional Regulation page I 1 Florida Department of Business & Professional Regulation Peas I oil Florida Department of Business & Professional Regulation page I or 2 > Building Codes and Standards V2,5022 BuildIng Codes and Standards W2021 Building Codes and Standards 1=021 Building Codes and Standards i 021321 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 2 CL 0 Code Entil l Date Pending 2ift Clio im Version Manufacture Contact Enamear & Ustemie validated By Validated Submitted FRO Approval Approved Stott, WIN 1blie il Peridin, at. Inility or 1:146 Date Date Pending Da" eEntity ZY211 ar: Date Care Paul Dmmal Contact t3,bltt,d FRCA,rmaval Ationigiad Status -6" Revision 202C Th.—Tnu Corporatin Ste- J.sp .... Lyndon F S�hnnidi. RE Ryan J. King. P.E. 10107=1 0911812021 1011312021 12)1&2021 Approved TVDR Veral Manufacturer contast N validated Substltbid FOC Ariscroyal Atroved status Version Mansufactursur Carl Validated viddald Submitted FWA-Irl Aorl gain Cn L) Category., Ederior Coors (8DO) 343-71328 PF-43409 (313) 787-6556 ATimati. Z020 Jans Rus—ld SCCO - CER ROCO - VAL 11MI2920 ilio5mn 1 III 112020 Approved Rectal- 202C MI Wlndms and Doors Brent al American Arclikestural Steven ki Urolf. PE 1WOM020 IM612020 IWIW2020 Acs—d Rl 202C Ml Widows and Dmc Category: Windows Brant 39ral Arradcan Arhit-hural St -an M. Lhih, PE 11=020 11122t2o20 11)2&'2020 Approved (T17) 365-Mg Man.tidu— A—i.fi- (71 T) 317-8454 CIO StitiCategorf. Swriging E.tel Cop,A.—Mics ejasperson@theml (941) 486-0100 (786)315-2590 jr.Wskl@pgQndu%reso Caiegory: Arindows Subcategory-. Horizontal Slider �Tl?) 365-330a i.717)317-8454 bsRRiger&mWvd.cont SulbCalegl Rxd C_ 0 Compliance Method: Evaluation Repartifircl Florida Registered Architect Licensed Florida SulloCatil Single Hung Method: C.,titcation Mark Listing Compliance Method- Certification Mark Listing Cornpliann Mail C,arlification Msrk or Listing or a Pt.f.s.Jored Engineer 0 2 FluillMi-RH Products fL*153a_R14 Proultaft PM"131-R7 Product Astutnew, Agarairsell fur Um Awro,ad for Use ],,ad Caidorr cluallini Aborovedfol amovild scir Us Impact Dutton Product Model, Number Name, Alcor—d for Us, Ab,,,,d lar U, honest Product Descirlialto contrast expiration Date In HVHZ oululdis W112 litislyuslit Prilissung 0 Qu 4 lity Asill il cla Approvedt"Usis Aggrowdlol Impact Deakin $-a# Product Modal. Number w Name Prod Contract Elimination Date In hVMZ D a7i3uQ025 Yes Ouitelde KVHZ Resistant Pressure Yes Y. N)A 92IIA Product Model, Numba v E-Inition 0.1, In HvHz outside RM R-istaint is or 1 185 PW 73. 72 Imalted Class 04/0312a23 No Yes No -M-60 0 U_ Sao Product Model, Nu. be, or Nam. Prod got Dos art brain Contract Expiration Date in HVtiZ Outside HVHZ Resistant Pressure 2 SH5500 (Large M-1, Imp,&) Wyluct SINIs Hung Woo— HS I 0 Fin and Range er. "42 I ns.latiul Chase 02MV2024 No Yes No -551-55 — CU _41—" I a. Thermal Fib­Cacs�ic and Smooth -Stair Nominal Wae,8 &quc,tNOn-Impact&qLot; Opaque 1MV2M Composte, Filbor2lass No Yes No MIA 4— 0 M > Edile Single Door (InarvingfOutswing: X C) u) 2 b. Thermal Fiber,Cfassic and Smooth -Star configuration) Nominal Wl liquortNon-Impact8quat; Opaque 12J31112022 No Yes No NIA E 0 Composite Edge Fiberglass Sil Doorwith III. — Sictelitel ([nsv6ngIOuOe�vm9: XO, OX or OXO CL aoil ... ) Co 3 c. Therma-Tru Fliber-Classe and Sml N.minal 68980:8 Opaque 1213112022 Fiberglass Composite E dis Double Eloor Wth No Yes No NJA Cu or without Siclates, (inevvingliChutomrig; XXor O)= configuralions) 4 d. Thermal Fibeh,­Cias�ia and Smooth -Star Nominal 7&#39 0 &quotNon-Impact&quot Opaque 12131f2022 No Yel No NIA Composite Edge Filbeigues Single Door 5 a Theml Fiber -Classic and Smooth -Star (Iravyngfoursvilng; X configural Nominal 7&#30,,O &qWtNon-ImpaatSqLl Opaque I ?J,9112022 No Yes No N/A Oo mposite, Edge Filberg lam Single Door �vitlh Gdolial XO. OX or OXO configuratians) 6 f. Thermal Rb—Cw-i. nd S-1:1,-St Norrhal 8&#3.9;0 &quot;Non-!mpaqt&quct, Opaque 12131=22 No visa No MIA Florida Department of Business & Professional Regulation P.�. i I Florida Department of Business Professional Regulation i or i Florida Department of Buslill & Professional Regulation I di Composite Edge Fiberglass Single Door Building Codes and Standards 1=21 Building Codes arid Stai ridards 115=1 Building Codes and Standards Iffirmi (Inev,inig/Outswirg: X configuration) 7 g. Thermal Filier-riel and Smooth -Star Nominal 5&#39;0 &qLot;h1or-Impcct!ll Opaque 125112022 No Y_ No NIA Composite Edge Fiberglass Sing he Door vifth Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (Inswinglotewng; XO' OX or OX0 configurations) 8 h Nominal SW�9;0 &quat;Non-Impact9quot Opaque 12i3l/2022 NO Yes No NIA Corriscrtite Edge Fitcalgi... Double [Door Wtl� ., Code Entity Me We pace Panels- zoo Entithr or 211fa case Pisidlon 2" Entire Or Data D-40 gait Fluidal D& Wthout Sidelitals(InswingfOutlisning; XXcr OXXO configural MWI. CcRta E-1 ... Ll—, Will ler vell"I'll Subselft.il FSC Aggrevill st-l". T­ Version Lissene. Vlidated By Vidllaod Subscitteld FRO Anorrol Aval Status version Aamufull coli Engineer & 1-cittel Vlidatd sy Validated Submitted FDC Approval Approved six-- 9 1- Therma-Tru Fiber,r-lasaidand Smoothl Nominal $90,9:8 &quot'Non-ImpactIquot Glued 12ial=22 No Yes No NIA Affirmation 2020 PGT inducclas Jess R.%...W 3CCO - CrR gCCO - VAL 11M)2020 1 1 105RO20 IVIV2020 Aerco,&d Rl 2020 MI Windows and Dou,?% Brant Ettiger Luis R Lomas, PE Ste.. ". ufth. Ps 104812020 101OW020 1011912020 1211512020 App—et! Affirmation 2D4 FIST Industries; J­ Marri-Dade 9000 - CCR Mians-0,de ll - VAL 1 1JOW202i) iIA0512020 1111112020 Appro,od Composite Edge Fiberglass Single Door Catigl Wind— (941)486-0100 (786) 315�2590 Windows (717) 365-3300 PE-6251 4 (7f7) 317,8454 Ctegory: (90)485-010D (786) 315-2590 (Irna,vngtouta�vinl X configunation) subcil Flysd hosawskiMpgamdustresc S.b(cfeg.ryn M.111.1 Subcategory: Mullions frosisiv-1deogidtdusuiesc 10 J. The-a-Tru Flo —Cal Smouth-Sta, Nominal &cluotMon-Impal Glazed 1213112022 Compos,he Edge FildergessSingle,00orwRih No Yes No NIA Me& LW[ng Corripilnce Method: Evaluation Report from . Li—..d Florida C.unpil.d. Method: Cartil Utri Listing Sdetfte(si) (Ins.AngtOl-it-Arl XO, OX or OXO FLM3A24 Product nneerFL061,1133 Prod 11 R. Therml Filber-Cla�sc and Smatil-8tar configurations) Nominal 6&#39;8&quot:Non-Impaut&qu,ot Glued 1215112022 NO Yes No NIA AucI tor List Approved far Ul hill FLIMS363,11,5 Products uuaiitv A"Weraca, Anic—ildfol Aboruvisd for Us, breast 2ELUL Composite, Edge Fiberglass Double Door th or 2-9 Product Mooll NueRber or Name, lamckjot Concretes: Exirtion, Date In HVKz ol HVH Is'lifild Fin,— Sea 0 Product Model. Number or RM Product Description Contract lbilArellDn Date it, HVHZ Outside HVHZ Resistant P".— WtHout Ell (InsvAnig/Oulsyl XX or OXXO 5 PW-5520 (Large Mh,illl� Imp,,) Vr,,f F..d Mrs.. 04=12025 Yes Yes, Yes MIA Athrunsiney Arstrowd for this Ishesuit [)am- I Mullms, W All Dosts an d Wiftdovt.s Aluminum Mullions 05/26MO26 Yes Yes Yes NIA configural a-# ftu,111FIA01, Numb—filim, P"sichie, 0"i—tallo. We Ill HVK7 outside H"Z Prosame 12 1. Therml Filqer�Clarssic and Smoth-Star Normirial 7&#U;O &qJot;Nor­I mpact8qul Glued I MI 12022 No Yes No MIA 2 V"Ij_I mulfi.. No Yes Yes NIA Composite Edge Fiberglass Sing]. Door insvving(Outswing; Kocinfiguril 13 m. Thernro-Tnu Filder-Classic and Sincooth-Sba r Nominal 7&#3g;O GI .. d 1213V2022 Compureite Edge FibelglatsSingle, Door Wth No Yes No NIA S'd.liaia) XO: OX or OX0 minfigurations) 14 n. Therma.-Fru Fithar-Chassic and Smooth -Sher Nomindil 8&#3@j0ZquOtNon-Impact&qul Glazed 12J31f2022 No Yes No NIA Z Composite Edge Fiberglass Single Door (InsiMnigrOutswiril X configuration) 15 o. Thermal Fiber -Classic and Smsouth-Ster- Nonninal 8&#39;0&qLatNon-Impaat&qul Glued 121$1/2022 No Yes No NIA Cormposits Edge Fibierglass. Single Doo-Ath Sid.Ift.(s) XQ, OX ur OXO configurations) Florida Department of Busl Professional Regulstlon Fags i of I Florida Department of Business Professional Regulation Page 2 cr 2 Florlda Department of Business & Professional Regulation P.'1 2 16 p. Theirml Filb—Clessic and Smooth -Star Nominal 8&#39;0&quorNbn.Imp@ct8qul Glazed 1213II2022 No Yes No NfA Building Codes and Standards 102021 Building Codes and Standards 101l Building Codes and Standards 102021 Composite Edge Fiberglass Double Door Wth or Mhout Ell (I nswinglOutsv,ml XX or DXX0 configurations) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 9. Tmirnra�T. Filbr-Classic and Suoth,Ster Nominal 6&#39:8&quotNon-Impaqk&quqI,, Opaque 1213112022 NO Yes No MIA Composite Edge Fiberglass Single Door Wth Transom OIX is r Therml Fiber -Classic, and Sinincoth-Ster (IrraWrigiOutal configuration) Norrinal 68#39;8&quorNon-Impzdt&quot; Opaque U131Q,322 No Yes No NIA �96 Entity Data Dat. pate ft"ding 040 Cod. Wity or 21111 paid [late Fistrillina pull Cod- Entity Dat's We 04P Flandinto 20 C.mp..A. Edge Fibergloss Sing Is Doo, �Ath Sil and Ter— OiXO, O/OX or ofOXO confliguniflotirl T'Re versilun Manufacturer Revision 2020 James Hitch, Building Products. Inc. coined Era— A License Validted l3v validted Submitted Chad Der.lis V. Andrew Tan John S.Uthald, P.E. 01/0512021 1Vl4e2= FBC Approval A,c,,-d Status 01)OW021 chig FSC Alcor. Vorl irmufacturer Reell 202C Al.ide ccrist & U—S. Vklathsd By Nick Thompson Lyndon F. SRunict. P. I- Ryan �. King, P.F Validated Subitted =15M21 92f1512021 FBC A,,,v,l 02Q2J2021 Approwd status G411312021 Approved IVD. Version Madurachurer Revision 2D20 GAF col & Ui,.— Validated By Validated submitted NBC Anturayal Approved laguli Milic"I Sfl.h Robert John W. KR .. iei, FIE D9126M20 W21r2020 10102J2M 12JI512020 App-0 19 a Thernal Fibel and Smouth-Star Nominal Opaque 1213112M No Yes No MIA Cal Pnel Wells rl)a!)� 545-8359 PE-81952 (332) SSI-2526 Ct.g.ry! Paral Wsfts i330) 922-23119 PE43409 (913) 767-GS55 C.I.til Fooling (WD) 705-3411 P12.59i6e (054) 772s224 Composite Edge Fiberglass Surgle Door wth isuaCatogury: &dng Subcategory; S.Re nth—p.-@"d,..no Subcategory: Asphalt Shing- Sidl XO� OX or CXO Compliance Method: Evaluallm Report Rom a COMP112MG2 Method! Eves-HOR Report from 2 compliance Method: Evaluatim Report from a C�rdtfimjou. Head and Sill conuraonsFlorida Lil Flard. Florid. Florida Flaldis Rigisteradfirchitedt are Licensed Florda 20 t. Themrs-Tru Fiber -Classic and Smouth-1 Nominal 8M39,0 %qunt;Nor-Irrpssct&cIubt; Opaque 12131/2022 No ye's No NJA Pfessinal Engliater Pn.l.-I .. I Engineer Professional Engineer Composite Edge Fiberglass Single Doar with Sidelite(a) OnswirglOutswal XO, OX or OXO FL*13i92.R9 Pinodu,ll, FLOM13l Products FloWHIMIZ4,R211 Products 21 u. Therml Ftber-Classic and Smooth -Star 0.nt Head and Sill configurations) Nom�ruous hall 6&939,8 Glued 12/3112022 No Yes No NIA Quality Assural Aparrovacul"Uss, Approved contract for Us. firiessit 100all Outakki HVHZ Fiestlaunt Pressure APPrO-1 for We iml Design 4-0 Product Model. Numbilor lilial Quality Assul Apill for Use Approved for Use Imicad procknot Contract Diallefl- Date in HVFz Outside HVH RaIshileart P—re Composite Edge Fiberglass Single Door with $0,30 Product Model, Number Name Product Didicithatko, Expiration Ritit In HVHX se'l'i "hisul Mould, Nusatar or Name Product Description Contract ftplrateaData nHVHZ outside HV Resistant Poes.u. or SidelWQ il nsviffilgIOUNVAng; XG, OX or OXO I C.mpi.dk Lap Siding lepitil 1MV2023 ysls Yes MIA MIA 1 a &.qua�U&quct aofflt Vent or said Vinyl Sont 12131(2023 No Yes No RIJA 1 GAF Asphaft Roof Shingles Filoargless minfal �tl laminated. 54mb and 12116r,022 No Yes MIA NZA Continuous Head and Sill Configurations) 2 HuMI.Plank Lisp Siding I-P ld.g 1213V2023 yas Yea N,A NIA 2 b. &quot;AJIi­ T4&quat; Will Vent Sdul Vinyl Sells 12i3ii2on N. Yes No MIA hipIrldigh, asphalt shglea 22 v. Therml Fibel­-Classio and Smicohl Nominal 8W9:0&quot�Non-Impaot8quot Glazed 12/3112022 No Yes No MIA 3 c. &qcct:Gr.iebdr Mithig. BoadedWS: Soft Vent Sold Vinyl Sent 12I3112023 No Yes No N/A Composite Edge Fbeg lass, Single Door ,vith 4 d. &q�d=&q..t Semi, Vent Said Vinyl Snt 12131=23 No Yes No MIA C=F Sidelte(s) (InsWnglOutsl XO, OX or 0XO Continuous Head and Sill wirfigurat(orl 5 &du.t,CIl O.kilqut; Will Vent Solid Vinyl ON, 12MQ023 No Yes MIA 2� w. Thermal Filber-Classic and Smoctri-Star Mail &quocNon-Impac1&quot Opaque 1213112022 No Yes No N)A 6 f &q.d;S.p.rSp.rl Sffirt V.nt Sold Vinyl oflit 12131(202a No Yes No MIA Composite Edge Fiberglass Door Parre,le with Vented 00 (In*%�ArgilOutswilul XX, XXX . YUM 24 x Therml Fiber -Classic and Smocith-Star Nominal 8&030;0 9quok.Non-Impact&quot, Opaque I 2i3l[2022 No Yes NO MIA Composite Edge Fiberglass Door Parels with Vented Sidelite(s) �Inswngh`Outswnl )OC XXX ol C= 25 y. Th—a-Tir. I Sm.oth-Sol Nominal 5&#39;S&quot;Non.Impsq1&quot, Glazed 12f3112022 No Yes No MIA C_ c") Composite Edge Fiberglass Door Panels �ft Vented C�<4 > Sidefil � navArigiOutevvirig, XX XXX or )OW Florida Department of Business Professional Regulation Paget 91 Florida Department of Business & Professional Regulation Page I fl Florida Department of Business & Professional Regulation aeI of I 26 z Therma-Tru Pher-ClassiGand Sirrooth-Star Nominal &quotNan-Irnpact&quot Glazed 1213112022 No Yes No MIA Building Codes and Standards 1W.021 Building Codes and Standards I AM21 Building Codes and Standards i82021 C= CompositeEdige Fiberglass DocrPeril Vented i27 Suelle(s) Q rs,WniglOuts�gr XX XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Theirmil Fber-Classic, and Smooth -Star Nominal W39:13 i3quoth1on-Impautilquot Glued 12MV2022 No yel No NfA Composte, Edge Fiberglass Single Doorwith Wl . . . . . Sidelil (newrig/Oul XO, OX or OXO configurations) C.IW El Data Did, P,,dlR, Date Cod. Entry or Date Data Date Peril Date Cod. Shillty or RM that. gets Panel" 28 zb, Therml Fiber -Classic, and Stricon-Star Nominal S&#39;B&quat;Nom-Impadt&quot Glazed 121311f2022 CompasitsEdge I'llbe,gl.saDouble Doo,with No Yes No NIA T`_ Version klanufaidiurar Contest 0—sie Validated av Vidated t1hibil 750 Aricul A,,,,v,d arm.. "I"'.. V ron contact E,oirsaer& License validtd vhartail Submitted FRC A -,,I Aparnacid Status Tvas Varelmn ManuNcturer Canted & U.— Validated By Validated Sbmitted FBC APP-1 Approved 303g;0 Sidlolit� (I R-AnglOul O)C(O ReVal.n 2(120 TAMKO all Probjeti LLC Kern Edsn Robert Nionsnen John W. Kneel PE 10ID412020 0912sn020 10JIM020 17)15=20 Approved 2020 LN. Thompson, Inc. all Thompson ArOftectural TORY Christman Zachary R. Prle,st Steven A Ul PE 09/1 7t2020 09111912(cTl DW22J202a 12J15I2020 Approved Revision 2020 Flaida Metal Products Inc. ClarkJone, J arres L Butliv. RE Stown M. LI PE 0012712020 09)2&2020 1010412020 1214612020 Approved CC configuration) Category: Ro.firg (417) 024-6844 PE-5W66 (04) 772-6224 Metal, Cisirl 4TAMCO) (813) 244-3456 PE�74024 j7lT)3lT­54n4 Category: Raing (904)7834400 C13UCK E,ygireafrig J17? 317-8454 29 zo. Thermal Filber-Clsisil and Smooth-Scir Nominal &qVRaL,Non-ImpaQt%qwQt. Glazed 1213112022 No Yes No MIA Category: Robing Subctegory: Roolling k—corivethat am PE�31242 Composite Edge Fiberglass Single Door with U039; 0 Compliance Method: Evaluation Repon from a SubCstagory; Rooll Accessories that are an Integral Part fthe Ruoing System Integral Part ofthe Reoling System Method; valuaonReport from CL, Cc -= Sidl (InsingtOutawng XO, OX or OXO PagisI Arcril or. Licensed Florida Comp) Method: Evaluation Reporl tom a zd Themnal-T. Fiber-CI-si. and Smooth-Sta, -tifigurations) Nominal 8030:08cluot:Npri-ImpeoAquot; Glued 121SWO22 NO Yes No NIA nne1.1—cl an" For. censeC2- Enneerso Composite Edge Fiberglass Double Door with PWZ32949 Products nnes3&#39�O FL4wari-R2 Products Sidollftes, tlnsWnWOutsviing; 0XXQ conflgurahon� Quality Aegurance Anal to, Us, Ausil for Usia knoset lossion 610 EM 11,1513 Produts, Quality Assurance Approviscifor Use Apo —led for Use Impact Design 31 ze, Thamn.-Tru Filber-Classic and Sm..th-Str Nominal 7&#39;0 &juot�Non_Impact&qud; Shliker 1213112022 No Yes No N/A sea# produd Model. Walter ' Name Product D—md- Contrast Einsirlon Wts, to HVHZ Outeld, HVRZ P—httud Quallity Assurance Apanowu,11rartist Aborovedi for Use Impact Design 9211.29 Product Mdid. Number a, Name Product 1) ... Ithor, Cntrast Oat, In KVHZ outside HVH P-0., Series Edge Glued Fiberglass S�nq;. I TAMKO Roof Underfayments (HVHZ) Rof underaymems for use in F2C HVHZ OeV2912023 Yes NO NIA MIA .50-9 Product Medal. Numbear or I'sumas P',d xlssill," all& IHVHZ outside HvHZ pm. 2 3- FLAMl gq"t:RV 10 Ridge Verrtilq�ot: Aluminum Ridge Vents W pitched rools fabricated 12)3112024 NO Yes NO NIA Do., Wth or &O.t I MO;2 (Inewng(Oubiwing, X. OX XO or OXO Configurations) 2 TAMKO Rod Undedayment, lNOM-HVHZ) jurisdotiolli. R.ofundaryncent, 1—s. In FBC R--HVl4Z OW2912023 M. Yes NIA WA 1 TAMCO Flat Top 0 it Ridge Vent adh 5isiffle Ix Tic 26 ge. aft gffle 09109/2026 Y. Yes N/A NYA from 0 025' Aluminum jurfsdal�ns. 2 TAMCO Vent 3 TAMCO Off -Ridge Foo'Vort with Baffle 26 ga. 09/08/2M 20 ga. static roal'verglata with Integrated be* OW0812M No Yes Yes Yes MIA -0-52.5 MIA WA 4 TAMCO Round Top Off-RMQ@ Voill,virth Baffle for Tile 26 ga- sado rool'ventilator YM bistro WIM/2026 Y. Yes MIA NYA Florida Department of Business and Professional Regulation Florida Departnent of Business Professional Regulation Pigs I 1 Florida Department of Business & Professional Regulation Florida Department of Business& Professional Regulation page I of I Building Codes and Standards Building Codes and Standards BuildingCodes, and Standards In'021 Building Codes and Standards 112512022 Product Approval Application Detail 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ID" T-a Veolga Manufcturer en Ram" 2020 L—rce, facto C.N.0 Eraincer & Ll"n" v.11,ahad a, Validated U Kahl Jet J.— L Rudman Pc�� Steven M. Url 11123rA20 1IJ23t,020 Ded. P.ndilm Dat's FBG A,,,v.l Apau Me., 11r2912020 ding FBC Appi, Q9911 T­ Version Revision 2020 a—] Roofing conksal rinsimeer U­ Validated By Andersen Rbk, LAPM0 Uniform Ev.I.Ritiart G.Yvv.w.lk. 2di 21112 Validated submilod 11103r2D20 1i02P202Q Data Fends- FK Acruml 110111, 20M. 111OU2020 Appr"d Ceids, T-0 Version Morill Revision 2020 Global Protection Produrot., LLC. Entity o Date Date Date Pending Date Contact Engine., U—se Validated 8 Validated Submitted FSC Approval] Approved status Tim Robinson WarterA.Tiu, Jr., P.E, John W. Kre,z PE MM8=20 091=2020 10101i2020 12M512020 Approved FL#6259-R31 code 9DUrty 2ak Date Date Date Status R.ofing (501)983-GlG3 PG-31242 (717)317-8454 (8D1)380-4lC9l Serq— LLC. (205) 854-0160 Categary8hutt— (954) 6a9-7545 PE-44167 (%4) 772-6224 ly.pie Version Mantifecturer Contact Revision 2020 POLYGLASS USA aury.Alpert, —()r Engineer Validated By License John W Validated Submitted Pendin A Rproved Approved 1DI2&9020 10122J2020 FBC 1211512020 ShCatghl Roolling that aan Integral Partafthe RoollapSysiam, Method: Report burns SuIsCe Rling Ties E-Wation PaptRem. in SubCategory, Storm Panels tim.robinsonCgiripartoom Compliance Method: Evaluation RispQrtfuma Florida Registered Architect Licansed Florida Category: Roofing S9542331 330S mal pert@ polyg lass.com Robert Ni6minen Knezevich, PE 2illumygl Florida Registered Ardiftect � a Llcerts�d Florida Product e4uatim Entity ora Professional Engineer SubCategory: Underlayments PE-59168 (954) 772-6224 11f0112020 PL,4172112�191jirodusts *"try Assuranot Aporloyed for Vjs Adocrovad for Use IMDW D"Im FL10107611itS Products Compliance Method: Aopnc�iecd for Approved for Use Design Prodial thanal Co,hursid Dis, In HV14Z OUNIcks HVHZ Resistant Quarry Assurance &nprove4forLists ApprovedfDrIusts, Impact Dealer Evaluation Reportfrom aIs Pracluct N,dW- Nuaitier , liaticas QuallivAssurauxis U. Pripoll Description contract ExpIrAlon Data In HVHZ Impact outside HVHZ Resustant Prigal 16 SPHt old English -Match &a.lp Impact Flat Pr111. - CO 12mao2o NO Yes MIA NJA sell 01, Product Medal, Number or Name 1 20 Gage Galvanized Steel Storm Pariell Product Description Contract Expiration Elate In HVH Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12131r2022 Yes Yes Yes IN I,k a Florida Registered 1 D,clk-Airl DA�4 or TRI-B.ilt Deck-Ar DA-4 Los, oeRoof Vent 1211012025 No esNo IT Secony 600 -stals. Shake �.Ampj Sol Shake Flat Proffle - StooMon. CA 12131002D NO Yes NIA MIA or not by hall to pro,ids hurricane probelotion. Architect or a Licensed Florida Professional MecharI Atuy�had to Ptvo.d Deck. I& S...y 800 - State Shake 4,srapi Split Sh.k. 19 Sasom, 700 - stake, Sll sal $OR Shake Flat Proffl. � Fish., CA 12131,202D Fiat Profile - 41-1dor, CA 1213112020 NO No Yes Yes MIA NIA NIA NIA 2 24 Gage Galvanized Steel Sturm Fsenehl Corrugated Galvanized Steel Storm Panels retained 121$jr2022 No Yes Yes WA or not by Rocks to proOde hurricane, protection. Engineer 20 700 - allies., Slts Split Shake 27 Tejas Espim. IS. -1.a Flat CA 1 ?131 t2ozo Rgh Pmlla � Katy, TX 12131=21) No N. Yes Yes NIA MIA MIA MIA FLA*259-R311 Products 213 mile Low Pon o - Ke ty. TX IW31=20 Yes NIA MIA gLiallity Assurance AwlamMl ItapW Deal Mq.x Product Model, Nurnbeir ,Name Product Description Contract Egm_'rattion In HVHZ outside H Resistarit Pressuric U) Date 1 1 Polyglass Roof Undedayments Polyglas, Roof Underlayrnents, (HVHZ) Rouling underlayments 11012112M2 No Polyglass roof underayments for use in FBO1212arX23 Yes Yes No NIA NIA -NIN-en.6 NIA Hl jurisdictions. > 2 Polyglass Roof Undierlaymeril (nor-HVHZ) Folyglass roor ur)derayments, for use 12J2W2C23 No FRO non-HVI-IZIurlsidictlans, Yes N/A -WAI-622,5 0 1 Polyglass Roof Lincleftyrthents (HVHZ) Polyglass roof underlayments for use in 1`13011 212a,2M Yes No NJA NIA Florida Department of Busirl Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation P., I cd 1 Florida Department of Business & Professional Regulation page I or I HVHZjo,I.cRdtl.r­ Building Codes and Standards 112WO22 Building Codes and Standards W12021 Building Codes and Standards IM2021 > 2 Folyglass Roof Underlaymenlo; (rion-l-Wq'i Polyglass, roof underlaymerits, for use in 1212W2C23 No FRO non-HVHZ juridictions. Yes NIA -NIAI-622;5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1 Polyglass Roof Underlayments (HVHZ) Polyglass, roof undedayri for use In F6C1W23?2C23 Yes junsdioliorl No NIA NIA IHVHZ PolYglas% Roof Underlayments (norI Polyglas rourunderlaymenks, for use In 1212312C23 No FRO m:m-HVRZjunadicdon, Yes NIA -NIAI-622.5 Code Type Vereflan Manufacturer gol 21A Data Contact Englite.r & Ussirse Validated Validated submitted Data Pending Date FBC Aparl Approved code Version Manufachmir Entity or Contact Enchruss, & Licans, validated W Dole aide VRdl Submitted Pate Periling F5C ArI 20 Arsormead St-M Codis a2 Elletv pass Oat, Pending 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof underlayments for use in F8C1Z"2MG23 Yes No NJA N/A Rwision 2020 All American Shutters arid Glass Mike Barbied Frank L. Beenral RE Troy Bishop, P.E. 1012812r20 1011512020 -status lli05/2020 12Y1512020 Approved Ravel. 2020 Alpha Stuart ICC Evaluation LLC William M. Ranieri. PE 10/31l2020 I )l IIAM020 11)(1512020 Approved T­ vsilan R"alon 20K Comml Concrete ProductsIno. Conrad enfixguor Valkll Ely adaeSubmittd PBC Antral Robert Oil, Samuel A. Greent-it John Hoy 12A612020 1 WW2020 1229i2020 ding FBG Apsin 2 Polyglass Roof Uncerlayril (nori HVHZ jurisdictions. Polyglass; roof underlaymerits, for use In 1212312023 No Yes NIA -14l Category: Shutters subcategory: Storm Panels (56-1) 712-5882 PF-OD46549 (954) U7.0880 IkebQ.1 Catogon, Structural Components Su*Categdry� Truss Plates, (3211710�3377 (407) 681-1817 Category: structural Components Subcategory: Products introduced as a Result of (815)659-5707 PE-N245 (M2i 586-5311 FIRC r1on-HVHZjunsdictions. Compliance Method; EIaluation Report from a Florida Registered Archl . Licensed Florida Isoom complier— Method: R.1 tm a Product EvaluBbon Entity N - T-huril Compillarcat Mlied: Evaluation Report from Professional Engineer Fluhlts"7 Probjeft Florida R,gliltered Arshitil Licensed Fl.dd. 0 FL#1 7089,R3 Products Quality Ainaanmea AW—difrUs, Apor.vadfaill. Imbed 2!90 Prafliesionel Engineer Sao Product Model, Miusin bar or Nam. Quality Ansual apprsedfarUsa Aborovedfol-L. Impact Deal Product Description Contract Expiration Date In HVHZ Outside HVHZ ReasIstain Pressude Sea 9 Produce Model. Number or Nam I I7W BCG/Aol- Hgh- Strength (H 8...p: 8) I'Miluet 001scringo Contact Exialral give Metall Connector plate 12131=4 In HVH Yes outsilde"ll Y_ Pirslidere Pressure MIA MIA FLI"7744t6firrodu Assurance Anorill for Use A—cl far Us, Innicact I 249a Galvanized Steel Storm Panels 24gla Galvanized Steel Storm Panels 12t3l/2022 Yes Y Yes NIA 2 ITW BO�GJA4)iree Hinge Plate Metal Connector Plate i WlW24 Yes Y. MIA MIA seng Product Model. Number Or Narrus Produl DeWull cotarast EmArall., D., In HVHZ oull"I'll" Resistnt Pressure, 3 17W BOGIAlprie, Trulat Metal Connector plate 1WI/2024 Yes, yes MIA MIA I Oulaity Precast Comenclal Corsnid. Product. PrOcast and Prestressed C—rete Untals 05/25M24 No Y. N 1A MIA (D 4 17W ScolAoine Wave metal C—ecter Far. I 2J3112024 Yes Y. NIA NIA U) CIO Florida Department of Business Professional RegRilation Building Codes and Standards aeI or 2 1OM12D21 Florida Department of Business & Professional Regulation Building Codes and Standards licq. I of I V14021 Florida Department of Business Professional Regulation Bulking Codes and Standards Page 1 r2 Orart'21 —0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 ICU Cod. Etity Us Det. Date Pandim ll Code Entity or Did. case Data Pandins, 2& C-1 Entity 2& Dang Date Pendfinct Tv-e Version Milinrtuer cntact Enalsiver, & L--, Vadidalvd! 5hi Wid.find Sbmitt F13C A,.,,l A,—,d W-t- Woo Viirslpe Minuslacnirer coritast Enall ucitri. Validated ev Validated Submitted also Aol Avoruved fttus T-ae Wask, Col Ed— & Lisesse. Validated OR, VIidt,d submitted f6c A—val A— Revs- 2020 MiTk Inc. Cat,,IoW; Structural Components Erl� Walcen ICC S-4., LLC ICC E,niWlillbn (952) 898-8635 LLC. OW1 112021 GBMOIW21 09112rA21 App—ed R.A.I.n 202Q Wayfre—or Category, ucturai253) Rb Bdm, )CC LLC I. Lathrer. P.E. )MV2D21 10113M20 924-6476 ts0a) 839�328a 02103!2021 Appl Affirmation 2020 AphaAurninum.1no. Calsory! Pand Wells Jose 31'a Luis R� Lomas a.— M. WR. PE MOT) 509-2008 PE-62514 (71n317-8454 11/1SM20 iV16/202a 1112=020 Approved < 8.1"Cabig"I'll. T­ Rtes (205) 599-SEW SulcCdepl Engineered Lumber Method; Ril from R.b.n.a.1,1�.1h@.eyem. ucaeorySclifft Compliance Method: Evaluation Report from a Product Evaluation Entity Product Emalul arty Compliance Method: EVedustim Reprt sell FIl RagIst—dArchileet a C—sad Florida FL021ST-ROPingd, FLA16521.1till Products Professional Engineer < Quality Assurance Anareved for Use Approved for Use Irl Pearson Qulity A"Ulares Ation-lidficruts, A,r,vd for Use hu" Deal- ft#%4444�lar.dut, Proquej Modid, Number Rr Whal Product Description ontrast 9XVIratlor! Data Ill HVHZ Outside HVH Resistant Pressure §12-9 Product Model. Number or Name Product Cluserill Contrast Excitation Ila in HvHZ Outside Hv Resistant Pressure ggiallily, Assurance Approvild for Use ApProved for use impact Desiall 1 M18AHS I 6 gl high strength plate 1213112022 vs. Y.c MIA NJA I MI—flam LVL Laminated Veneer Lumber 03MU2023 No ya, NtA NJA sts" Product Will hignitatir Me,, "asant Data in HVHZ outelft "Kz Rindtiml Fressurs, 2 Ml I 6 ge. super h Igh sherict h truss ,stmeator Nate 1213112022 Yes Yes MIA NIA 2 Peellam PSL Parallel Strand umeGY3112023 No Yes NIA NIA Yes N,A MA Alpha Pdumlnum Sold tH,mp:VcnedAIumjnUm ftffltl AlphaAftmilound Solid "all Aluminum 07f3o,7023 No Yes No NIA 3 M; 16 i6 gal plate 12i31/2022 Yes Yes MIA MIA 3 71b an,rd LSL 4 TJ Fidnn Sued Laminated Strand Lumbl, 03131,2023 No Structural Composite Lumber os Oriented Sland 03131GO73 No Yes NfA NJA CMU Ump;­d S�fiv CMIJ &.Mp, W—d! SHEET NO. I419A 4 MT18HS 18 W. high strength plate 12I31,2022 Yes Yes MIA MIA 5 MT20HS 20 high truss Nates 12131F!022 Yes Yes NX WA be rd RI m Boerd a 7 TI-16, MT18 7.20, MT20 ge, strength connisda ­8 go truss 12/31=22 20 ga. truss zonnectDir ptitiss 12131,2022 Yes Yes Yes Yes NIA MIA MIA HIA 5 Weyerhise,user R Im Board oriented Strand Board Rim Board 0313112023 No Yes MIA NIA I I August 10, 2022 PA 1.1 il, : IE73;i 7F—F— I i, I T1 I It Iq In, I H ill, i . 5! *]-'� 16 N Ronda Department of Business & Professional Regulation P".1.12 Ronda Department of Business & Professional Regulation Pege l .11 Florida Department of Business & Professionai Regulation pass i di Florida Departinerlt of Business & Professional Regulation Pool .11 "c_— Cn l�e•� Building Codes and standards ena2r,2 Building Codes and Standards enaaa22 Building Codes and Standards enG20p2 Building Codes and Standards aria 2022 V (3) U Product Approval Appticaroon Detain Product Approval Applieetion Deteg Product Approval Applicsti0n Detail Product Approinil Application Detail W O L •. - -.... .. .. ). .. 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Windows Jae Hyden Same mdc-snd DOar James L Buckner, P.E.49 Robinson Ma lactudivAssooldidon CBUCK Engineering 07114l2020. OT1142020 072012020 Approwo A}Irmatlan 2W0 Polls Co"noon Joe Hayden Gent We -on Seheery TE. Lunn, PE, LLC 071142C20 071142020 07222020 Approved ftesse'r Wrdowe ROblreen PrIA135 (WI)625-0456 }\ �, ♦n 8.ICmbsaY: SIMI* Hung CSUCX (641)8214IOB8 (881)MM41927 Cakryory aubr9marrBirds Hung (MI)626-046b (641)6214MM aueCeelery. Fixed (64115214MM (361)4914NV 8ub04bgrr--Fixed (641)021-Bow •,�A �../ ��se'••(( VJ Compusom Mrlyd: Cartel Mark or UstMg pelepmduotepproval®pe E.rnp9ana I11441 Cer"Oldlon Mark or UstMg peleproduolapp-rope Cw11p9ards N4Hod: Certl6odlon Mork or Usthng poloprodu impProwlgpe Ile.com 00"plisnof Messed: EvaluaSOn Repart from a pelleproduebppmxM�pe Florida RpNbredArehlaxtr a Lb-sed FI&WR IWoom ; ; C Ile.mm Il.oOm Pic ldnal Engmeer V O FIJRUaa6R4 Fnisab O L ^_ Dra9b Awowee Ountroft Asrwved Far Use Avorawd Far Ufa lMalat � 9in6[Atllmla AOCf�1Mi Aa ... bad IN U- lmmw Lars IYNebM �E Protluw YdhL Nunbw of Nam. 91MlDIAaLbMaip P edate Oeserimim Aweraead Fix U.e in NVN2 ELM Ouls ds HYN2 baled J Outaa - - - 0 uaUbAeeuarraa Morared ru Us. Apprised rw Use d t O�Iin S. i. i.. 0 �e 1 Proceeds Model. legator mNsma Senes 1020 High Penarmatroe Single Nung PmdadD.:dceirs Exabxbd Dees 1Myl Single Hung Wkxbw (42• x 72`) 0W172027 in KYNX Cubid. NO will Yes �kffi pm-ft No +pt-00 MN I 1 Pmd m III Number a, Name PeBu 10 Series Blnple Hung wnoow Coarm EXaimtkg Oslo MIN 88' X 90' Vinyl Noo-lmpaet BMgb Nang W1mow OB2212O22 NO outside FNH2 Yea � No +dOMO 1 lane 10720 Myl Bled iNltdPw lace X 78') 0711312022 NO Yes No +2W23 a ,if PfeduatIIIIllumbrofNaree PtodyeaDe A004n Cont'WEeeirld"00b inN%M2. OuiwsNYHL p41�� Prise r4u Q LL _ 2 Sends 1G70 High WMarmence ding! Hung May High Pelbmonca Sin8b HWIN Twin 06212027 No Yes No +501.w 2 Pees lO Songs 81mala Hung Wlndoer 64.W Wyl Nor*knpatt Single Hung WIM" 071062W2 No Yes Yes No +4&-49 No +6N-60 2 a SON"10120 asr1:10120 VlrylflltllsintlOw (106'XE4') OT03120" VMyl Rabe Window 1501 0711512W2 NO NO Yes Yea M1 NO +28r<2a +601-BD 1 10aerka Flange FlNN 10 Sam" 112'FWW Eked Window W050031 Yee Yea, No NIA Co 0 3 Sens 10263irgle Hung Composts (T7 x63.12') Mnyl Hung Triple 72') ODMINK27 NO Yes N0 +4%40 3 4 Pees lO Serbs SIM!. Hung WMd— Pella lOSwke Single Hung WndOW 34'XOr VIV Nan-Inpad"Is Hung Window 07m"022 4r x Tan Mmyl Non-Iegaol Shwa Hung Wk ow O7(OW2W2 No NO Yes No 1,50653 (Or x �V O Single 0DWOoke(IOr s 4 Sen: 10120 SIMIN Hung Vinyl Single Hung Tep-conyocets(10r x53.T) 06OW027 No Yes ND +3W96 5 Pella 10 sense Single Hung Wlndma Sr XOP Vinyl Nan -Impact Single Hung Wlmew =22022 No Yes No +aW.ag Fiaa1W21a prdueb; - '. ;. " '� E O 5 5.ftolW08Mgb Hurg My4 Mrs. Hung TVA Ce"Was,(96,Sxa9.a] DW132C27 No Yes No +3W36 a Pelt lO Sanee Single Hung Window 36'x 77 Mnyl Nao-lmxl Single Hung Wlspow, 0TMW022 No Yes No +6C1.g0 D1alkrArurafaa AbdWad for Off AmmaM foe uw W" gallop /^I �, W 6 Sol" 10120 Wrgle Hung Myl Single Hung Ill n OOmposes(72-X 586•) OwiMM7 No Yes No +3W38 7 Pais 10 sense Single Hung Window 52-18'x 3P VIM0 Non-Impad Single Hung Window 10070023 No Yes No +W-80 �E Product NweL Number at Nwm, Poedwl Desedolen CewradPssimtlen Dab MH4X2 c tams HVN2 ni mt A'rwer '^ L vJ U) ^ }aCL •^� f 7 6 SrIaa 1C120 SIIMIS Hung Series 10120 OIMI0 HUM Wryl Skill Hung Tnpfc4mPesaf(10r1851-51 OBn62027 MyI Single Hung W MOW (47 x 72-) 08/172027 No No Yes Yes NO +aW96 M +3" -ywn�}-Rs:Pmaob 1 Sede 10120 MyI cola e4nppx jade x 7a'} OTl162O24 No Yes Ab +2W-45 VJ ? l Cob'F� }s 9 Sen:lG70, SI le Hu ro M M Slrgle Hung Window w x39.117) OW1a2027 r0/I No Yes No +3W 95 -.. Anatol ad use Aeeraed it : Use gWaa 2 a Series 10120 MyI fixed WAWN(106'.X64'l 07715=4 Fixed Window 07(162024 No No Yes Yes tie Na +25l '+5W-50: d< 10 Series102081NLIe Hung YIryl single Hung Widow(4r x 89'1177 OW162O27 II No Ves W +35FJ5 ftl Probe Model. Number Or Name g Pwdud Dandmim Cewmd fisaircebn Dab in" Outside H4H2! immm RoshftEt $$asp Series 10120 May,! (so'x 001) ti 12 Sarlos1N2081MI.Hurg Sines 1=0 SIMls Hung Myl Rings Hung Window, (48'x84') g811712027 M" Slrgla Hung Wimdv(Wa 72') 0811WC27 No No Yee Yes No +35r35 NO +8Wa5 1 Polls lO Series Single Hung Wind— 38' x 97 Mnyl Non4mpaot.Single Hung Window OW222023 No Yes Na +40fi4o 13 Sen: lam alrgb Hung Wryt Origin Hung Twin 0ampoelb(72' x 03a') 0023MM7 No Yee No +3W36 Z Pass lO Sense 8ingle Hung Wndow 64' x BP MnyI NOnlmpaot Single Hung Window071092W3 No Yea No +4W-0 14 is series I= single Hung Senas 10003Mgo Hung VkWSIgl0 Hung III Composge(96.5'X6a.6`) I)WiaC27 Mby191rgle Hung twin <Ompesile(BB.b'x TT� 001172C27 No No Yale Yes No +3" Pk +35"se 3 4 peb108erbeaingb Hung Wmwa. Fade lO Bens Untie Hung Window 54'xor vkg4 Non-I.Pocl Engle Hung WYeepw OMW2023 ar x 87 Mnyi Non -Impost atgl. Hung Widow 06MC23 No NO Yes Yes Ne +601-0D No +F,AJ-Sti i6 SerdalgW2086gb Hung Wryl Single Hung Twln G..POepe(72' x 77) 0162027 NO Yes No +040 5 Pala lO Series Smile Hung Window 62-IWN60' Vinyl Nom4mpe@Segle 14Ubg Window10(172023 No Yea Pb +60160 17 FLa112aam3 Series 10120arge, Hurl vrpd.eb VPyl Fixed WM Singe" F-lankers(108' X 72') 11UM2021 No Yes Nr +3w-u Ak" Prtlml MO"LNumbwwNfma amwkamLmm Posder DeadrbUan &902MLAK.Mal aumlk in 14VH2 Oubide b uww WOO lowm gaiai 116411,1101 PeeaOl Mil 1 150 Series orThermesW or Enprmass orAW4 High "High Pertarmgnoe Bingle Hung(47 x77) 0Sn72027 NO Yee ND +3W30 PCrbrmanod Slrgl6 Hung 2 1308enesmTher esWerEroan"m orAvartlHigh Vinyl Hleh Perbman®81ngl Hung Twln 06212027 NO Yes No +5(s-M Peawmrr0a 811 HUM Corgpsaa (77 x6s•l2') 8 1® Ban: rThemlaelerorEnoomps: erAvarttl Singb Wye Single Hung Tripe Cobpf(109•x oaN721 0150M No Yes No *401.40 Hug 4 1908erees arThrmolaror Er4dwassorA7md.Bingle 082312027 No Yea fie +3535 Hung Florida Departinertt of Business & Professional Regulation pry 1 di Flontls Deparanentof Business & Professional Regulation Page i of 1 Florida Departinant of Business S Professional Regulation Pbeal r2 Building Codes and Standards snaabx2 Building Codes and Standards anam22 Building Codes and Standards Product Approval Application Detail Product Approval Application Detag Product Approval Application Detail -� � �., _. ., .. �.. < _ < Y.:- �¥"�. P, . a x. . _ ., .. "Par ' 3 .>• _ - _ ._ -»` ._. _. x s..a_ '., .. ,.-- �aea CO* Madam 20 )1Og Dos Pandas P-0 CAN radiLor 20 Dab Dow Maea. Do". CAN same? no 2m6 Deep Pookin Stu TV" vanalgo Msm,"Unr Coto Eminds,&uooM. VSIWOW W!"Wd a FBCAderowH ADD stow73a1 iftediaR Msoubduar Ce1_wtl Eada:rA Lirade Validated Sr Wrldated 84"tto4 FEC Aaoreval r4rentiv Iwo nam Version Mwr.Rrunr Centsg Enaaes, Liasef. volklow ar lbklbud gubaw FaCApppyl Metered AHrmar" 20M Peen corporal Joe Hayden Serd WIdoN and Door James L Buckner, P_E. 0 CMC2020 C7114f2020 071202020 Appre ad A"don MM Peel CorpaMbn Joe Hyden all Warm W. Sdwef9r PZ T.E. Lumr, PF LLC M41MO20 071142020 OTPIC2020 ApprMMl AtMnalan 2020 Peels Corporation in Hayden loll Wldowad Door Jsmes L Buckner, P.E. M42OZ 071142020 0712W2020 Apwawd Cragrr. Wndows RoWr*Dn MenulboW rAssoasson MUCK Englnearig Cdearlr. WMdors Ibbinean PEA4135 (6B1)S25-6455 Comeorp Exlrkr Door Robineon Manu(e4tuierAssoclstion CSUCK Engineering a"W*Msoy-HlorhoNN Slid. (6411821.8ow (681)4914mw idesCaogrys Hdder Odwrft a =pferfb (641)MI- Wfi elubCatpary. Sliding 6:rlorDoor Awmbe: (541)521-50911 (tl61)411-0927 Ee "Hoapr MMhoa:ObMaalllon Mark r L411M pellsproduolapamval®pe MdhOd: EwIU.3on R0prt:from from. pellepnedrebpprovce®pe. Compltasmw Mdhed: CerMWI- Merl, a Usting peloW dudapp—l®p. Ila.mm Florida Raglacered Arohlder Ora I -boded Florida Its-00m III P11117 ttd .RY::P .Muds - Professional Engineer FLf2i868H3Pm`eda - - Ad—od ry U.e AewMvwd fw Ur IONM glides -. : ". ,9mg Aga30g Aeerayef 7w Use Ade raved b Uss IM= 2 alan Boa PL(d Model. Nunabwr of Narb Produceoafodmloa Mel ouoids HlMZ RseNamt Praeaun "IdYA:Irasee Aerevad fear Use Amped,01 lw UN I1 pools Ptedwit Yodel. Nurnberat Name Prodrde Degraded Contrast EXnirdbm Dab In HVHt Oubida HlMi p4alsbnt gated 1 Swiss 10120 Slldlno WI%Ow WM aIkMg Window I= Or 70,73-1R'xGI 03272023 NO Yea fie +30M1,70 Model produce mod,].Ill maker of Nerns PradosdOe:nptlen Cabinet expenebRDeb lDxLi Cmtmp HYH2 dd Passau re 1- 8are1020l25811Glass Door Vinyl 2-Penai-CX' Waing(ie: 00r(OW 1951 11 02p21 No Yes N2 +2W25 2 Sense 1=0 Siding WMdpw Mmyl Blylra Widow 0XOr 70, 73417.x86') 002812023 NO Yes NO +3W36 1 SaN: 10 Sliding WlbdO. 804010 VAbyl Flanged Siding Wined" 0525=1 No Yes No NIA 2 8sHow 1020(26 asking Glees Door VW Ssgl Panel FBopd'O'DOer (ayblla,:3a-15H(• 09262022 NO Yoe NO +aW-aa a 4 Bain 1C 20 Slldlg Wldrne sales 10120 Sliding Window VW Seeing Widow MX, 1fi8'x 901 03(272023 Wye Riming Window"X. 1O8• X 36') 6i l=$ No No Yes Yea NO +30OLM Pie +aet36 a 4 Series 10R025 adding Glen OW Sedes looa5 SWIng Glass Door x a1-if7) My124'enel 1W Billing Glass Door(T7 x82') IOMS12021 'Aryl Sligo Penal Fixed 90'DOor"Iele, 47-Vrx IW2a2022 Sb1R') No NO Yea Y: No No +33h33 +2BL25 " OP&WArasrad A jgMXM Fr Us... 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Nuwbw be Name Podded DssedWbn Cammet Ede stisn Of in NVN2 gym, ,gigfjduy peasun 1 Sine: 180 or Endempen drA"misklrg Glen DWI Meryl 24eanel'Q)r Siding Glass, Door (W I2-x 01111242031 No Yes No +25623 93.112-) q 2 Sands 180 ur Encompass rAvwd611dag Glass Door Myl 51MIff Panel Fixed M DOm(d Idle,:3a-10X 00I16=2 No Y: Np +4W410 e1.1R� v S Ben: 140 r EFarmrmWe rAwMI VII Glass Door My124aswl'OX'Slklng k7le: DWV7 X 64') OW242C52 No Yes No +aah16 ccLli 4 dwba 130 Or Ersamp:a OrAwmISIWfrg Giese 0— Meryl Shgle Panai FLaid 'O' Door(SMelds, 47-12'x 02(162032 NO Yes No +2W.•25 W `� Q S15-1127 L V C+ O C N m >e Cn N S to Q O cc N � 3 02 m ap � c awe w Q en ails co .r_s � c ea y, Q� U U (D E z U) o C CL o Q U O U) U m =:3 Q O L w� z J z a SHEET NO. August 10, 2022 PA la TT II L iI I 1 1, ,I 111 1,111 .I Ilia 1l'I�I I11In:itjdW:I:(IIs I .1, Ile 311.L,LhL " "1 AH'1 --F-----Fl I f I I i I l DTI F-- N U) C10 N U Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12f302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 Simpson Strong -Tie 2020 FBC Approved Products deldw, HERE. Updated 12/30/20200 p OSimpson -, F di eat inks to all SS a r alfisted el CLICK H or r i F pp o'v s below, CN ERE. -. , CLICK H For direct links to all SST approvals fisted belaur, IC HER F direct links toa115ST royals Nsle pelava CLICK HERE. or k app. d. - For direo inks toall SST Approvals listed CLICK t pR .. ' For additional Information re ardNr Florida's Statewide Product Approval System and NNaml Dad Count g. 9 a pp Ys e Notice Acceptance H(J C C .HER Y p ( A). �.b E -.. o For addttlonal Information regarding Florida's Statewide ProduatA royal S temand Mlatru Dade County.Notice eB g a PR Ys oP ACCa tanCe NQ ..LICK HE p ( A). �_L+>n a For additional Information regarding Florida's Statewide PratluctA Approval tam. and Miam1 Dada Count. g.... 9 pP. System Native ofAcceptance lance NOA , CLICK HHRE. Y P (. ) F I I regarding Florida's Stet wtde Product A r aJ System no Miami Dad County a Additional Information d0 ov a 0 9.... 9RP Ys Notice of Acne tanc NO C K E, e PJ, Y R.. t � d.� U U) PL#2358-R7 FL#10446-RG FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8'to 3- =3 V U) 9/16" and heights ranging from 4-5116" to 11". Concealed flange Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Descrtption version (HUSC) available for models having width equalto or O O 1 Masonry (TTN-SS) Titen Stainless Steel Concrete & Mason Screw 114"diameter Then stainless steel masonry screw 1 A21, A23, A33, A34, R35, A44 Angles 1 BT, BTB, BTH Brick Ties greater than 3-9116 . O L L O 2 APA21, APA4, APA6, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 [US series hangers Face -mount hangers available in widths ranging from 1.718" to 3- Q = 3 APB44, APB44R, APVB66, APB66R, APB88, APB88R, APB1010, APS1010R, APVB44, Outdoor Accents Post Bases 3 C514, CS16, CS18, CS20, C522 Coiled Straps 5/8" and heights ranging from 9.114" to 16". C O _ U_ _ FL#9589-R6 APVB44R, APVB66, APVB66R, APVB88, APVB88R, APVB1010, APVB101DR 4 CSHP16, CSHP20 Coiled Straps 13 LGU325-SDS, LGU3:.63-SDS, LGU5.25SDS Face -mount hangers (a O -6 :0 4- (a 4 APDJT2 4, APDJ72R 4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionffension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers Co iO Sea # Product Model. Num ber or Name Product QgscdUg9n APVDJT2R-6 6 DSP, SSP TSP Spud to Plate tie 15 LUC26Z, LUC2107 Face -mount hangers , _ 0 1 SDI 0112DEB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, HIS, H6, H7Z, H16, H16S, H16-2, H16-25 Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- (3)" L 2 SD9112, S092121 SD10112, SD10212 Strong -Drive SD Connector Screw 6 API-4, API-6, APT4, APT8, APVL4, APVL6, APVT4, APVT6 outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5J8" and heights ranging from 3" to 10-15116" (n O 3 SD911255, S092125S Strong -Drive SD Connector $5 Screw 7 APLH24, APLH24R, APLH25, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 H924 Hurricane Tie 17 MGU3:83 SDS, MGU5.25-SDS, MGU5.50-SDS, MGU6.62-SDS, MGU7.00-SD5 Face -mount hangers ((_ � -ICU 4 SDCF22434, SDCF22512 SDCF22614, SDCF22700, SDCF22858, SDCF221014: Strong -Drive SDCP Timber-CF Screw a BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1 5, HSS2-2-SDS3, HSS2.3-SDS3:. HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9/16" to 5. ,C= U) Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3 HSTS, HST6 Straight Straps 1/8" and heights ranging from 6-16116" to 19-112". 5 SDCP22434, 8DCP22512, SDCP22614, SDGP22700, SDCP22658, 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, SOCP271400 11 DJT14 Deck Joist Tie 13 HTSQI SKTZ, HTS020KTZ Heavy Twat Strap 20 SUR, SUL SURG,:SULC series hangers Skewed face -mount hangers available in vddths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strang -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9116" and heights ranging from 3-1116" to 13-314"4 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS2530D, SDS25312, SDS25412; Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTAI2. LSTAI5, LSTAI8, LSTA21, LSTA24, LSTA30, LSTAW Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; onlyacute flange is concealed. 8 SDS251125S, SDS2520CSS, SDS25212SS, SDS253COSS; SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LT620, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H1 OA-2, HI OS, H1 4. HGA10 Hurricane Ties 18 LTSI2, LTS16, LTS15, LTS20 Light T'nstStrap Wand heights ranging from 2-518" to 11.114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-118 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 1_30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC66133 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR318, ATR112, ATR518 ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST126, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available In widths ranging from 1-9116" to 7- 2 ATUD5, ATUD8•2, ATUD9; A7UD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSIB MTS18, MTS20, MTS24C, MTS30, MTS30C Medium TwistStrap 1/B" and heights ranging from 7-1/8"to 30", 3 BP318-2, BP112, BP112-3. BP518-2, BP518-3, BP314, BM/4-3, BPRTU03-4 Bearing Plates 24 LSSJ26LZ; LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jaok Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-W6" to 7- 4 CNW318, CNW1I2. CNW518, CNW314, CNW518-112, CNW3/4-518 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2 37, LSSR2.56 LSSR210-2, LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 RCW312, RCWBI4 Wall Bracing 118" and heights ranging from 9-1/4" to 24", 5 CTUD55, CTUD65, CTUD56, CTUD75, CTUD76, CTUD77, CTUD87, CTUD68, CTUD97, Coupling Take-UpDevice 26 LTP4, LTP5 Tie Plates 28 RPSIS, RPS22, RP-528 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML237, ML24Z, ML262,, ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-11,V to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof -fie -Down 30 SP1, SP2, SP41 SP6, SP8 Shad Plate Tie 4 DGHF series hangers Top flange hangers available in Wdths ranging from 1-314" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD49: RTUD5. RTUD8, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EGS, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.114" to 8- 9 TUW38 Take -Up Washer 31 RBC; RBCP Roof Boundary Clips 33 ST9, ST12, ST16; ST22, ST292, ST2122, ST2115, ST2215, ST5215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-1/2", 1D URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 Ta20, TB27, TB30; TB36, TB42, T848. TB54, TB56; T860 Tension Bridging 6 EGQ series hangers Tap flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tledovm System 33 RTC22Z, RTC42, RTC2Z, RT044 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-1/4"to 32". 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC; STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in vndths ranging from 3-1/4" to 6-718" 13 URSB W4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WEI06, WB108C, W6126, WB126C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from $-114" to 7- 1/8" and heights ranging from 11"to:32". FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1.8116" to 7- FL#10447-R5 1/2 and heights ranging from 8" to 30". Sed # Product Model. Number or Name Product Description Sea # Product Model, Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-14' to 5-718" 1 DT172 Hold-down Sea # Product Model. Number or Name Product Description 1 C9H2.37x55, OBH2:37x7-W, CBH2.37xg.75 Concealed hangers and heights ranging from 10-112"to 26". 2 HOC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount {DUDHU)and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers'avallable in widths ranging from 3-1/4"to 8- 3 HDQ8, HH0011, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L SDS3, DSC5R-SDS3, DS05L-SD83 Drag Strut Connectors available in widths ranging from 1-9/18" to 3-9M6" and heights 718" and heights ranging from 7-112"to 32". 4 HDU2, HDU4, HDU5, HDUB, HDU 11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23.15118". 12 HGLTV series hangers Top flange hangers available in. widths ranging from 3-1I4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP7.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS: HGU5.25-SDS, HGU5.50SDS, HGU5.62-SDS, HGU7.00•SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14"to 33", , 6 LSTHD8; LSTHDBRJ Strap -style hold-down 5 HHR02-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.2513.25, HHRC5.37/3.1Z Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116''to 3- 0 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5W to 7- 9118" and heights ranging from 18" to 26". 8 MPAI32, MPA144 Strap -style purlin anchor 6 HRC1.B1, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-716", 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1I8"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7,00-SDS: HHGU7.25SDS, Face -mount hangers 3-9/16" and heights ranging from 5-3/8" to 13-118". 1D PAI18, PAI23; PAI28; PAI35 Strap -style purlin anchor 8 LSU26, LSSU28; LSSU210 Light SlopeablefSkewable U Hanger HHGU9,00-SDS 15 HUTF; HUCTF series hangers Top flange hangers available in widths ranging from 1-911U to 5- 11 STHD10, STHDI ORJ Strap -style hold-down 9 TEIK TBE6 Truss Bearing Enhancer 6 HHUS26.2; HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110; face -mount hangers 112"and heights ranging from 3-7116"to 15". Concealed flange 12 STHD14, STHDI4RJ Strap -style hold-down 10 TC24; TC26, TC28 Truss Clip HHUS7.25110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjusdble Truss Hanger 7 HSUR, HSUL HSULC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422; THA426 THA422-2,THA426-2 1/8" to 5-118"end heights ranging from 4-314" to 16-3/4". 16 HWP series hangers Top flange hangars available in widths ranging from 1-9116 to 7- 12 THAI1.81122, THAl2 06122, THAl2.1122, THA1222, THAI322 THAI3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-318'to 28''. f� C= Hangerg only acutefilan a Is concealed. Y g 17 HWPH series hangers g widths ranging from 1-9/16 to 7- lfrolm � 14 THJA26, LTHJA26, LTHMA Multiple p e Truss Hangers 8 HTU26, HTU28, HTU210, HTU2E-2, HTU28-2, HTU210.2 seders; Face -mount hangers 1/2 and heigh heights 5-318"to 32". 15 THJM2-4-SDS3, THJM2-5SD83, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC. series hangers Face -mount hangers available in widths ranging from 1.9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- � C 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19.114. Concealed flange 518" and heights ranging from 9-1/8" to 16". C'•11 17 VPA2, VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models, having width equal to or 19 Ja series hangers Top flange hangers available in width of 1-9116" and heights •- 1raa G 18 VTCR Valley Truss Clip greater than 2-g116". ranging from 5-3f8"to 7.1/4". co 10 HUC01.8119-SDS, HUC01.81/11-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JaA series hangers Top flange hangers available in Width of 1-9116" and heights LLJ LL_ SDS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.25/9-SDS HUCQS.25/11SDS, HUCQ610- ranging frcm93/16" to13.1J8. Q a' SDS, HUCQ612-SDS C"4 dN Sa C) U • 3 fCl P JP CP j Simpson Strong -Tie 2020 FBC Approved Products updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 For direct Inks to ell SST approvals listed below, CLICK HERE. ®:l For direct links to all SST approvals listed below, CLICK HERE. For direct Inks to ell SST approvals Ned belay, CLICK HERE. ® For direct rinks to all SST approvals fisted belam, CLICK HERE « For additional information regarding Florida's Statewide Product Approval System and Mami-Dada Canty Notice of Acceptance (NOA), CLICK HERE. ir"K rd FRF «Far additional information regarding Florida's'Statewide Product Approval System and Mar1ti-podia County Notice of Acceptance (NOA), _ _ _ _ _ g tC.l,` HFRP .Far additional information regarding Fledda's Statewide Product Approval System. and Milrmi Dade County Notice of Acceptance (NDA}, « For additional Information regarding Florida'sFiaida's Statewide Product Approval System and Miami T)ade County Notice of Acceptance {NOA}, G LSCK HERE. 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#1146a-R5 IS S/LBVI.56, SILSV1.81, SILBV2.06. SILBV2,37, S/LBV2.56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from5-3/8" to 15.118". S11J3V3.56 SILBV3.62; S1LBV4.06. S1LBV4,12, S1LBV4.28, SILBV4.75 S/LBV5.50 6 Strong-Boll:2 (5T62,ST92.4SS, STB2-6SS) Strong -Bolt 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 SlLTT20, SIDTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from9-9fl S' to 13-1/8", 1 HHUS210-3 HHUS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THO-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Then HD Heavy Duty Screw Anchorfor concrete and masonry 2$ LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRSS. HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex hear) in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112". 3 HUCQ210-2 SDS, HUCQ210-3.SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Platte Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in Wdths ranging from 5-114" to 6- 4 THGB2, THG63, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-112 5 THGQ2-SDS3, THGQ3SDS4:5, THGQH2-8DS3, THGQH3SDS4.5, THGQH4-SDS3 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod. Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Couplerfor concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9110" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4A Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THD625158RH. THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114"to 24", THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available m width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-118", FLM 1473-R5 FL#13904-R5 (D 27 28 RR WP series hangers Ridge ratter connector Top flange hangers available in widths ranging from 1.9116" to 7- Sea # Product Model. Num ber yr Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-RB 118" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor i CCQM3.82-SDSHDG, CCQM4.62-SOSHDG, CCQM5.50-SDSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82SOSG; CCTQMS-50-SDSG, CCCQM3.62-SDSG, CCCQM462-SDSG, Sea # Product Model. Number or Name Product Description 3 HIS, H16S, H16-2, H16.2S Hurricane Tie CCCQM5.50-S1)SG 1 AT�XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3 62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQMD462G-KT ECCLLQMD5,5OG-KT, ECCLRQMD3.62G-KT, ECCLROMD4.62G- 3 SET-XP SET-XP Hgh-Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connecmrs KT, ECCLRQMD5 50G KT 4 Strong-Bolt2 (ST62) Strong-Boft2 Wedge Anchor for masonry +J n 1 2 ABA44;ABA44R ASA46,ABA46R,ABA66,ABA66R ABU44, ABU44R, ABU48, ABU46R, ABU5.5, ABU5.6, ABU65 ABU66, ABU66R, ABU88, Adjustable Post Base Adjustable Post Base 7 8 HHETA16:HHETA20;.HHETA24,HHEfA4D LGT2, LGT3-SD52:5, LGT4-SDS3 Heavy Embedded Truss Anchor Girder Tiedown 3 4 HGUM5.25 HGUM5.50,HGUM7.00,HGUM7.25,HGUMg:00 LGUM26.2, LGUM26-3 LGUM26A, LGUM28-2, LGUM28.3, LGUM28-4, LGUM210.2, Heavy Masonry Hangers Masonry Beam Hangers 5 6 Titen2-(TTN2) Titan HD (THD-1-14SS, THD-H6SS, TH D-CS6SS) Titen 2 Screw Anchor for Concrete Titan HD Heavy -Duty ScrewAnchor for concrete available in 304 W ABU88R, ABU1010; ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3 LGUM2104, LGUM46, LGUM48; LGUM410 or 316 stainless steelwith hex head, and 316 stainless steelwith 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 A04, A04R, ACE4, ACB, ACBR, ACES Adjustable Post Base Post Cap 10 11 META12, META16, META18, META20, MSTA24, ME-FA40 M87AM24, MSTAM38, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.12/9.25, MBHA3.12111.25, MBHA3.561I.25, MBHA3.5619.25, MBHA3.56/11.25, MBHA&66/11.88, MBHA3.56114, MBHA3.56/16, MBHA3.56118; MBHA5-5017,25, Masonry Top Flange Beam Hangers 7 Titen Turbo (TNT) countersunk head. Then Turbo Screw Anchor for concrete or masonry z 5 BC4, BC46, BC4R, 1306, BOK BC5, SCS2-2/4, BC32-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5,5019.25, MBHA5.5D111.25, MBHA5-50/11.88, MBHA5.50114, M3HA5.50l16, 6 C944, CB46, CB48. CB66; C1388 Embedded Column Base MBHA5.50118 CIO 7 CBSQ44-SDS2. CBSQ46-SDS2, CBSQ66-SDS2, CBSQ86-SDS2, CBS088-SD52 Embedded Column Base 6 MBHU3.5679,25, MBHU3,56111,25, MBHU3.56111.88, MBHU3.56114, MBHU3.56/16, Masonry Beam Hangers FL#16837-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-IM" to 9.1r2" and FL#11496-R5 MBHU3.56118, MBHU6.5019.25, MBHU5.50/1 L25, MBHU5.50111.8B. MBHU5.50/14, W2 ranging from 3-518" to 7-112" MBHU5 50/16, MBHU5.50M8 Sag # Product Model, Number or Name Product Description O 9 CCQ-SDS2.5, ECCQ-SDS25 Series Screviad column caps with WI ranging from 3-IK' to 9-UZ' and Soo # Product Model. Number or Name Product Description 1 X3481016.5K; X1S1016, Xt B1016-4K, X01 S1016, XQ1 B1016.4K 410-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L� W2 ranging from 3-518" to 7.1 /2" 1 DTT1 Z Deck Tension Tie Drill Point 10 CP744Z, CPT667, CPT887 Concealed Post Tie Base 2 HD12, HDI9 Bolted Holdowns FL#134,75-R6 2 XLQ114T1224XLQ114S1224.2K 412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 0- 11 12 EPB44A, EPB44, EPB46, EPS56 EPS47 Embedded Post Base Embedded Post Base 3 4 HD36, HD56 HD7B_ HDOB HTT4, HTTS, HITS 314 Boited Holdowns Tension Ties Sea # Product Model, Number or Name Product Description 3 XMQi 14SI224, XM011481224-2K Screws with #5 Drill Point and Large Diameter Hex. Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCE44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCGZ Light Post Cap SDW22634 4 XQ114S1224 XQ114B1224-7.5K, X114S1224, XQ112S1224. XQ112B1224-2K #12-24 Strong -Drive X Metal Soff-Drilling, Tapping Screws with #5 Drill Point 15 MP644Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC15450 SDWC15800 Strong -Drive SDWC TRUSS Screw 16 PB44, P644R, P646, PBW, PB66R Embedded Post Base FL#13628-R5 3 SDWH19300D$ SDWH19400DB, SDWH1960OD8, SDWH198001)8, SDWH791000D8 Strong -Drive SDWH TIMBER-HEXScrew 5 XU34S1016 XU34B1016 5K #10-16 Strong Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46., PBS66 Embedded Post Base 4 SDWH27400G. SDWH27500G, SDWH27800G, SDWH271DDOG, SDWH271200G Strong -Drive SDWH TIMBER -HEX H DG Screw #1 Drill Point 18 19 PBV6, PBV10 PC44-16, PC46-18, PC48-16, PC64-16, PC66-16, ERC44-16- EPC46-15, EPC48-15, Round Post Base Post Cap Sea # 1 Product Model. Num ber or Name SB518x24, S8718x24, S61x30 Product Description SBAnchor Bolts 5 6 SDWS16212, SDWS16300, SOWS16312, SDWS164DO SDWS19500, SDWS19712, SDWS22400,SDWS22500.SDWS22512, SDWS22600; Strong -Drive SDWS FRAMING Screw Strong-DriveSDWS TIM13ERScrew (Intenor Grade) O EPC64-16, EPC66-16 2 SSTB16, SSTB20, SSTS24, SSTB28, SSTB34, 8ST836, SSTBI6L, SST620L, SSTB24L; SSTB Anchor Bolts SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 FL#33320-R0 L 20 PO4Z; PC4RZ, PC6Z, PCBRZ, P08Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ, EPC8Z, Post Cap SSTB28L 7 SDW52230068, SDWS2240003, SDWS22500D8. SDWS226CODB, SOWS2280ODS, Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPCBRZ SDWS221000DB Sea N Product Model. Number or Name Product Description 21 PPB44-4Z, PP644-6Z Post Base 8 SDWS223120BB, SDWS2251.20BO Outdoor Accents Structural Wood Screw 1 OSSCB43.5 DSSC846, DSSCB48, DSHS Bypass Framing Drift Strut Connector /11 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS2740OSS, SDWS2750OSS, SDWS276OOSS, SDWS2780OSS, Strong-Dwe SDWS TIMBER SS Screw 2 FCB43.5; FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector �{'^/ SDWS271000SS, SDWS2712COSS 3 FPHSD34S1C18, FPHSD34B1016, FPHSD34B1016-5K; FPHSD34S1214, #10-16 and #12-14 Strang -Drive FPHSD Framing-to-CFS Self- V, Sea u Product Model, Number or Name Product Description 10 SDVVV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214.5K Drilling, Tapping Screws CIO FL#10866-R5 1 CMST12; CMST14, CMSTCI6, CSI4, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25 LSFC425 LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector U M r r ■ 2 HR86, HRSS; HRS12, FHA6, FHA9, FHAI2,FHA18; FHA24, FHA30, METI26, MSTI36, Straps 97 mil (1:2.9a) 5 LSSC4.25, LSEC6 25, SSC2:25,,.SSC4.25. SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, Steel Stud Connectors Sea # Product Model. Number or Name Product Description MST148; MSTI6Q MSTI72, SIMST27, SIMST37, 8/MST48 MSSC4,25KW MSSC6 25KW 1 FJA, FSA Foundation Anchor 3. HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#1.5363-R3 6 RCKW3, RCKW5 5,:RCKW7..5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LST173, MSTA9, MSTA12, MSTAI5, MSTA18 MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SC6435, S0645.5; 80647.5, SCB49.5, SCB411.5, MSCB45.5, MSC647.5 Bypass Framing Slide -Clip Connector 3 01-146-6, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6. GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTAI2. LSTA15, LSTA18, LSTA21, LSTA24, ST292. ST212Z ST2115. ST2215 Straps 33 mil (20 ga) Sea # Product Model. Number or Name Product Description 8 SCS32-5197, SCS62-5I97, SCS62-51115. SCS82-51118 Bypass Framing Connector 8, GH610.6, GH610-8 6 LSUEH3.25 SUBH3 25, MSUBH3.25 Bridging Connector 1 AS IS. AS 18S5, AS 18S6 18 ga. Truss Plates 9 SCW3.25 SCW5.5 Head-af-Wall Slide -Clip Connector 4 GLB5A, GLB56, GLB5C, GL650, GLB7A GL67B, GLB7C, G L67D Glulam Hearing Plata 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC825, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLTSI2. GLB7510. GBLT616, GLBT520, GBLT020 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS83.518 Bypass Framing Slide -Clip Strut Connector 0 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7S61414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, STS236 Straps 68 mil (14 ga) S revs LU 8 UFPI0-SDS3 Universe I Foundation Plate 11 lyi MTSI6, MTS18, MTS20; MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1 S1018, XQ181016-41K, XQIS1214: XQ161214-3.SK, XQ78S1224, XQ78B1224-3K, #10-16. #12-14. and #12-24 Strong -Drive X Metal Self -Drilling, M 9 URFP Universal Retrofit Foundation Plate 12 SIB1.56, S1B1.81, S/82.06, SIB2.37, S/132 50, S132.68, SIB3.12, SIW 56 S763.62, S164.06, Top Flange Joist Hangers FL#15730-R4 X0114SI224 XQi 14B1224-2.5K, XQ112S1224, XQI121S12241-2K. X3461016-5K, Tapping Screws Q S164.12, S164.2% SIB4.75, S1B5.60 X181016, X181016.4K, X1SI214, X181214.3.5K 13 S/BA2.12i8, SIBA2.12110 SIBA2.12112, SIBA2.12114, SIBA4.1818, SIBA4.18I10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z SIBA4.18/12, S/BA4,1S114 i ET -HP Adhesive Anchor for concrete z 14 SIH 1A Hurricane Tie 2 GAC, GDP, GDPM 50, GDPM-75{ GDPM-100, GDPS, GW-50 GW-75 GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HDSS, SIH08B; S1HD1OS, SIHDIOB, S/HD15S, S1HD1513 Holdowns 3 POPA, PDPA-K, PDPA MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP W PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 S1HDU4, S/HDU6, S/HDU9, S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 -J 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. August 10, 2022 PA 1.3 Cn > 0 0 MIAM110ADE VL4M-DAD`EC0U= FGT ludustries. Int, PGTIudustriesJuc. &_ C:)- 0 am rRoDucrco.,qrRoLsEcrroN- PGT Industrif-s. Ine. 0 FIE 11805 SW 26 Steet Room'2DO, (D CL NOTICE OF ACCEPTAINCE. E7VIDENCE SUBWITED N011Ct'QF,ACCEP`TA.N,CE: EVMENCE SILTB 111TTED 0- DEF4X1'1H2WT OF REGUIATORY AND ECONONUC RESOURCES (R"-) Mmm, Floh& 3,3115-2414 NOTICE OF ACCEPTANCE: EVIDENCE SUBMIrTED (D BOARD A30 CODE A13MMUSTRATIaNDIVIsION T(796)315-2590 FrW3315-:25"S NOTICE OF ACCE PTA�NCE (NOA) *ww_="uzW*de_yw1er*nmwy 1. ENidence submitted under preiious D. QUiU.ITY ASSURANCE CU -co Cn PGTIndast . ries, Inc. A. DRANVLNTGS B. TESTS (continued) L Miami DadeDepanmeti of Regulatory and Economic Resources (PER)- C) 0 1070 Techno4o&Y])m-e, L Manufacturer's die drawings and sections. 5- Testreporton. 1)AirImfLbratimTwpefFBC,TAS202-94 L_ 0 5_ = 0 (&jb0jL&ed tinder A 2) Umfom Static Air Pressure Test- per FBC. C 0 LL_ -North Venkt, YL 34275 70AA"o. 11-0167 04) , TAS 202-94 1. M—ALTERIAL CERTMCATIONS = SCOPE: 2- Dmwing No. M.D-5-570.0, titled -1,"inyl Shding Glass Door NOAW-, sheets 1 3) Water Resistance Test, per FBC, TAS 202-94- 1. Notice of Acceptance No. 15-0-52814 issued to Irisiort Extrusion L-mlited far their CD 0 Co ThisNO-Aisbeingissuedunder the applicablemlesandregula&mgD-tTniiu�- White Rtid PVC Exterior Extrusions for Windows and Doers-. dated 094345. 0 > , the use through 21 of 2 1, prepared by m2nuf2cturff, dated 10,-05il 5, with revision A dated 4) Large Missile Impact TL-A per FBC, TAS 201-94 W -0 E a) documentationsubmitted has been re-vietwed and accepted -by Nfiami-Dade, CountyRER-Product Control Section to 04105117, signed and sealed by A- Lym Miller- P.E. 5) Cyclic Wind Pressure Loading Oft 0930119. Q) per FBC, TAS 203-94 expirmg Cn U) be =4 ;ut 3&wai Dade Cowry aud other arew virktre allowed by be Aullority HiArimg Juxi2&ctiou (AHI). 6) Foxed Enny Te&t, per FBC, TAS 202-94 1 Notice of Acceptance No. 16-0920�08 issued to Vision actrusim Limited for their -17E CU 10- C)- he Nfiami-Dade Coup1my Product Ccntrd Secion B. TESTS along withmarked-up draw- sand installation diagram oftinyl sliding glassdoorprepared 1060 Tan 202 an d lighter Shades tWon-Nilite) Rigid. PVCExtettor Extiusiorts far This NOA shall notbe valid after the exTiration date statedbelow, T Mg < (ba Niiami Dade County) au&oi the AIU (in arms other thanMiami Dade Czunty) res em-e th e righ t to h ave thl s_ L Ttst report on I)LIndorm Static Air-Pressm Tm, perFBC-. TAS 20244 by Ferobstration Test* Lab, Inc. T est,Rtport No- FTL W49- dated 1 L,061 5, signed and Vibidows and Doors", dated I 2,108el 6, expiring, on, I2,Q_9,Q 1. product or material te-stedfor quality assurancepurposes. If this product ormaterial.fads to pedbrmin the accepted 2) Large Missile Impact Tesl per FBC_ TAS 201-94 seaked by Idaluns Ortega- P. E report xvised on 12,V4 � -1 3�- and 0 24 V 16) 3- Notice of Acceptance No- 1-"528.15 issued toVision Extrusion Licafted fbT.tbeir manner, th e, mm m;fa c turef wit I in cur the e xpe n se, o f nwh testing and ffi e AIU may imme d iabeely rev oke, ru a di f y c r --Brown Coated (Painted or Laminated) N�Iike Rigid PVC Exttqior Extrnsions for 1) Cyclic Wind Pressure Loadingper FBC. TAS 203-94 6- Test report on 1) Air InfiftrationTest, per FBC, TAS 202-94 suspend the. use of such product or material within iheirjurisdiction. RER reserves the rightto revoke this akng withmarked-up drawings and JnstaMtion diagram of vinyl sliding glass door, prepared 2) Unifbim Static.4jr Press=, Test, per FBC. TAS 202-94 W-m.dows and Doors", dated 0&113115. expiring on 09,30f19- acceptancer, if it is deteumned byMami-Dade County Product Control Section that this product or numetial fails to by Fenesnt=i Testing Lab- Inc,,, Test Report No- FTL 8717, dated 1107,15, signed and 3) Water -Resistance Test., per FBC, TAS 202-94. 4- Notice of Acceptance No- 16471-1-02 i&owd to.ENF-.RGI Fenestration Solutions USA, na,eet the requirements of the applicabk- building cc&- . h_r -310403 -C Exterior for th& LT. 71&- product is approved asJescribedhezein -and has b sealed by Idalm Ortega4 P. E_ (Test report revised -on 02115,116 and 024116) 4) Large Nfissile ImpactTest pff FBC, TAS 201-94 JN ad Lighter Shades (Non -White) Rigid, FN inc lu dingg the M eem designed to comply with the Florida Budding Code- 1 Test report on I)Air , Infiltration Tes;t.. per FBC_ TAS -202-94 5) Cyclic Wind Presmo, Loadingper FBC, TAS 203-94 Extrusions - for Viindows and Doors" dated 09115116- exp�irifig I on 0260412 1. gh. ).Tekx* Hurricane Zone. Dy-scRimON: Series "55-57012 770" Vinyl Sliding Glass Door (Reinforced) Wwo 900 & 13 50 ommeTs-L.-M-L 2) Unifonn Static Air Pressure Testz per FBC, TAS 202-94 along with madmd-up drawings and installation diagram. of vinyl sliding gbss door prepared 5. Notice of A cceptance N o - I " 712. 0-4 isst� t G ENERGI Feuesmtion Solutions U SA, '-T -NOA( -3) Water Resistance Test, per FBC_ T-kS 202-054- by Fenestration Testing; Lab- Inc-, Test Report No- FTL 9552, dated 11DV15, signed and Inc- for their- "Bronze and Lighter Shades of Cap Coated Rigid PVC ]Exterior tPPR0'%.JiLD0CUXffi.% - DrawingNo. MD-5570A Rev-11, titled "Vn3rl Sliding GlassDoof LIA)` shees 4) Large Missile Impact Test per FBC� TAS 201-94 w2led byldailmisOrtggm, P.E_ (rest reportTevised onO2115.,22016) Extrasions forWindows and Doers" dated 09,115il6, expiring an 04J16/20. 1. thr6ugh.21 of2l,preparedbymanufactuxer datedlWOJ15and lastrevised on02/01121, signed and sealed byj - , c W. 7. Test report on 1) Unifmm Static�,Air Pressure Test- 'efice ofAccepta= No- 1"712.03 issued to ENERGI Fenestration Solutions USA, ch 1114. PTessure Loadogy per F13C.. TAS 203-94 6. N1 per FBC, TAS 20" -94 A- Lynn Miller, P.E. . bearing the IvEmai-Dade Countyllioduct C. ontrul Re-%ision stamp with the Notice of 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missike Impact Test per FBC, TAS 201 AA Inc- for thek"NVhite Rigid PVC Exterior Exbrusions for Windows and Doors" dated Acceptance number and expiralion date by the lNfiarui-Da& County Product Control Section- along , withmarked-up drawings. and mst�-afion diagram of"Onyl shdm_g glass door� prepared 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 09110117, expiring on 020-9118- 'Mis smE U, T-AcT RATL,\-,G - L a rg e a n d S ma 11 V_ ks He U Vac t Re s. nti n t Limitations- by Fenesftafton Testing Lab, Inc, Test Report NG_ FIL W4.6, dated 1 1JW1 5- signed and gong with mariced-up dmwmp and inst2liation diagram of virtyl sliding glass door- prepared 7- Test reports No(s). I 0-M-792(A), I M&M052 7- 535753-09- per ASTME-S4, sealed by Idalmis Ortega, R E. (Test report reAwd on. 01104/16 and 0241,2016) by Fenestration Test i Lab- Inc.. Test Report NG. FTL 6638 (sampless A-1 thruA-222). dated -4-STIvOI929 and ASTMD-635. issued by EXOVA toVisi=Extrusm for cellulosic L -See table I (sheet 2) =4 table 2 (sheet D forapplicableSGD unit sizes, -design pressures- reinforcememstypes7 Ing 3 composite Material gass,types. sill riser (set tables B-1 &B-2.sheets 74) andanchof laycutqheftrequiremamts in 11thml6_ .3, Test report on, 1) AirInfiltratilon Tea, per FBC, TAL;S 2CO2-94 11119110, signed and sealed byJ6tgeA_ Causo, P_ E. �Shbnth*d tinder A70-4 A16.11- I Fdgid Witte M7C., Tan (Non -white-) Rigid PVC andBromm coated (Painted orlanunated) white RiRxdPVC to be 2) Uuiforrn, Static Air Presmwe. Test. per FBIC, TAS 202-94 610704) i(Subm kred rinder AWA.Yo.11-0107 04) labeled per referenoe-d NOA's requirements- 3) Water Resistance Test per FBC1 T-AS 202-94 8 Test report on 1) Air Infiltration Test. per FBC_ TAS 202-0-4 8- -�Tatice of Acceptawe N o. 14-0916. 11 issued to Kuraray America. - I=. faT their 3. Eness operab le do ors must emply with min c Lear width or height per FBC requirement as applic able- 4) Large Missile.Impad i;� per FBC, TAS 201-94 2) Uniform Static Air Pressure Test., per FBC, TAS 202-94 "SeRtryGlasg, (Clear and X%lite) luttriaver', An -Tiring on OT04/1 8. 4� Pock-etwallsunder se-pameappirovaLtobei-eviewedbyBuiW*,Dffi.cid 5) Cyclic Wind Presm= Loading per F3C_ TAS 203-94 9. Notice ofAcceptance No.16-1117.01 issued to KirmyAmerica, Inc- for their 3) Water Resistaw-c Test, per- FBC, TAS 202-94. L.ABEIINIG:Eachung shallbeara penumentlabd with the manphchmers name orlogo, city. state andseriesaM 6) Famed Entry Test- per FBC_ TAS 202-94 4) Large Missile Impact Test perFBC, TAS 201-94, �`Tras&11 11nack-ar. Cleat- and Color PVB Interlayerf '_ expuing an 07.V&19. fclla wing statement 'Mmmi-Dade County Pro duc t Contral Appro ve& ', noted here uL aW-ng with marked -up drawings and hasWlation diagrain, of vinyl sliding glass dom pkpamd 5) Cyclic Wind Prinssure Loadingper FBC, TAS 203-94 PLE-NEW-AL of tim NOA shall be conadered after a renewal aWlication has been filed =4 there has beam -no by Fenestration Testing Lab, Inc., Test H eport No- FTL &547.. dated 12-104/15, signed and 6) Fomed Entry Test. per FBC TAS 202-94 F. STATEMENTS change in the appbeablebuilding codenegati-vely affecting the performance ofthis product sealed by Idaln-tis Ortega, P_ E. (Tea report revised on.0-1115/16) along with marked-W drawings and installation diagram of vmyl sliding glass door prepared 1. Statement letter of confonnance with FB C-5il Edition (2014) and FBC-01 Edition or change In the report on 1) Air-InfiltrMion Test, per FBC_ TAS 202-94 tration Testing Lab, Inc-, Test Report No-TTL 6337 (samples A- I tbru A-5�. dated (2017� issued by manufacturer, dated 0&14A7, signed & sealed by Lym Miller- P1_ TERARNATION ofthis NOAwin occur after-theexpirationdateorif them hasbeen a revision. 4. Test by Fenest materials, use. an &-'or macivikeure o f the product orp roce ss - Nlisuse o f this NOA a s an endorsement of may pro& ct, 21) Uniform Static Air Presmue Test7 pet FBC_ TAS 202-94 17106110, signed and snied by Jorge A. Causo, P. E_ (Submined under NO-41-Va. 11- 21 Statement letter ofno fmancial interest, dated 0411 Stl 7, issued by manufantrer, signed for sales . advertising.or any o d&,t purposes shall aWemwic ally temina te this NOA. Failure to conip ly with any 3) Water Resistance Test, per FBC. TAS 2092-94 0107. OR) & sealed -by Lynn Miller- P E. section -of this NOA AA be cause fortermhudou. andremovat of"NOA� 4) Lzge Mnik-, Imp id TM X FBC.. TA S 2 01,94 1 Letter of I-Ab coWh=e,. part of the, above test reports. ALD NT-RTISE-NMN-T . The N OA au mber prec-eded by the wo rds Mni xm-Da de C ounty Roru la, and fo llowed by th e 5) !C!yclic, Wind Pressure Loading per FB C, TAS 203-94 C. C-AIXULATIONS 4� M, Test. Proposal, No. 17-4)387- dated 05,05117, signed by Ishaq Chanda, RE - expiration date may -be displayed in advwtsmg literature.. If anypoit I ion of the NOAis displayed- th en it -shall be 6) Forced Entry Test, per FBC, TAS 202-94 1- Anchor-verificationcA-ulations and suuctural analygis, complying -w-AFBC-2014- G. OTHER done in its entirety. along with marked -up drawings and installation diagram of 1,myl sliding glass door prepared prepared by PGT, dated 11169w`1 5and last rmdsed on Dill 5,,16- signed and sealed by NWCUON7: A copy of this entire NOA shall beprovided to the wiff by1he mmufactuser or its di%tributcn and by Fenestration Testing Lab, Inc., Test Report No. FTLI 9548., dated 12t4/15- signed 2nd - I Notice of Acceptance No. 1-5-LZIOXI, isswd to PGT Industries, fortheir Series Anthotry L Miller,, RE. (Sub m fted under N a4lXq. 15-1210. 64 shall be av ailable for iuspectim at thejob site at the reVxmt of the Building Official. sealed by Idalmis Ovega�?. E. (Test report revised on, OV04116 and ON1 lil 6)_ 2, Glazing complies with ASTIVIE-i.300-09- '5570/2,770" V. inyl Shding GLassDoor (Reinf orced) - L.U1 vq= on 04/1+2 g L c1r,3 ThisNOArevises &r­euevmN0A#2i9L04v9.05 and consi�;tsofthispage I and evidence pages E-1. E-.2- E-3. E4. r"k C1.3 C= E-5 & E-6 as -well as approm]. document mentioned abmv- Ishaq L (312"a' P.E. Ishaq I Chanda, P.E. Lhaq.1 Chauda, Px� The siAmmtted docuruentatimmu reviewed by Ishaq I Clin ada, P1. Product CoutrQlL rait S Product Control Umit Supenisor uperxis*r Product Control Umit Supervisor I NOA No. 21-020-5.03 no -on, INDA No.11-0205.0j NOA NN6. 21-020.5.0.3 NOA ING. 2 1 -0 105.03 CO r- I.xpirationDatet April 14;2026 ExpirationRalet Ap4114,20:6 F_XP1raAionDa1*- �UVH14,2016 ExpirationDate. ApriI14,2026 LU cc 0 Apprsval Date. March 210' .1, Appr rail Date-, March, 259, 20! 1 Approval Dmei'Alarch 15, 2021 AW 1, Date, AlorA 2411 U_ Paz* I E -1 E ­2 Cc Z U co to PGT lndustrie5, ln�. CGI Windows and Doors, InCL. PGT Industries, Int. NOTICE OF ACCEPT-kNCE: EVIDENCE StIBMITTED: NOTICE OF .1CCEPTAINCE.- EVIDENNCE SUBMITTED N-1-0110E OF ACCEPTAINCE:rIEV]DENCE SUBMTED 2. Evidence Submitted under previous submittal E. XLXTERL4L CTR I it ICATIOTN'S (continue) 3. New Evidence Submitted A. L DRAXNINGS 5. Quanex Part Super Sbacer.-SLa_ndard complying with ASTM C518 Thermal Conductivity a88 I RIU-imt hr.-,W--F, ASIM F 1249 WVTR­P&ss, AS"IM D3985 Oxygen,-Pass� ASIM E A. DRA%NTP�GS 1. Drawing No. AID-5570.0 Rev B_ titled' -Vinyl Sliding Glass Door NIOA sheets 2190 I.G_ Durability-No'Fog-Pass. (Submi #led underpretions NOAA76, 1 5-046A 05) L Drawing No- MD-5570.0 Rev B, titled --Vinyl Sliding �Glass Door NjOA (LIVIr, shee ts. I I through 21 of 2 1, prepared by inanufacturer- dated 10�05!1 5 and last revised on J J�V nunufacturff, dated 10,105A 5 and last rnm-sed on 0210V2 L 04,'22r-)O, signed and se� by A- Lynn Miller, PEE 6. Quanex Part D conVlying with ASTM C518, Tbentlil Conductivity 2-22 BTL-ini through 21 of 21r prepared , U) kTgon signed and sealed by A- Lym Miller, P.E_ hr_-fF-`F, ASTLM F 1249 WVTR-Pass. ASIM D 14M Pe[meance-Pass, ASU& E onsists replacement of same existing installaticm screw with flat head- & TESTS 2189 I.G. Dumbili-ty-No Fog, ASIM . E 546 Dew Point Developpmt -200F , in 48 hTs- Note- This reViSion 14. Test reports on: 1) Air InfiltrXim Test:., per FBC, TAS. 202-94 (Subin#Md unde.r.Y10-41Va. 15�00.95)� 2) Uniform StaticAk Pressure Test, Loading per FBC, TAS 202-94 7- Vision Extrusions, Ltd- Parts con44-ing with PVC-AAMA 303-13, Vokadary Spedfication & TESTS 3) Water Resistance Test, per FBC- TAS 202-94 for Rigid Polyvinyl Chloride (PVQ Exterior Profiles for Vision Extriasions, Ltd.--v-EX-1 by 1. -4) Large Missile Impact Test X FBC_ TAS 201-504 AAMA Fenestration E&enor Profile Ctitification Program- (Subffthmd underiVO-4 No. 15- C. CALCUILATIWNS .5) Cyclic Wind Plessure Loadingper FBC, TAS 203-N 0.409.0.5) alongwith. inarked-up &-aivings and ina.-&fian diagm of all PGT Iodustrie% Inc. 8- Vision Extrusions, Ltd. Parts complying with- PVC-ALAIVIA 303 -13. L. None- E 4­0 representative units listed below and tested to qualify Dowsd 791 and Dowsil 983 silicones, fS ubm iffed n n der NO-4 No. 15-6-469.05) (D prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 9. P17C-AANIA 303-13, Voluntary Specil!icatim fbf Rigid Polyv�yl Chbride (P`VQ Exterior D� QtT.1=As-sM3._NCE FTL4, 897, PGT PW, 55210 PVC Fixed Window (unit 6 in proposal), dated 09103114 Proffles for Visim F-Vnisians- Ltd ­VEX-1 by AAMA Fenestration ExtericT Prome 1 Miami -Dade Depatment of Regulatory and Economic Resources. (RER)_ FTL-20-2107.1, PGT SGD780 Aluminum Sliding GlassDoor (unit 7 in proposal) FTL­20- Certiftca6m Prograni U) 2.107.2, PGTCA740 Ah= Outswing Casemeat Window (urut 8 in proposal) FIL-20- 10. Notice of Acceptance No. 184217,14 issued to Energi Fen-es=ion'Solution, USA.. Inc, for E, 28LITERIAL CTERTMCALTIONS. 1 2107.3, PGT PV77620A Aluminum Fixed Window (unit 9 in pwposal) and FTL-20-2-107.4-. their -Tan 3040 Ar fight shade (non -white) UThite Rigid PVC Exterior Extrustoes for L. NGtice� of.Acceptance No. 1.9-0305.02 ismed to­Kttrww, America, Inc. fortheir I > PGT PW7620A Aluminum Fixed Window (unit 10 in pmposal) dated 07/13/20, all signed Windows, and Doors-. u4AAug on 0 1 "TrosHoW, Ultraclear, Cleat,, and Color PV B Glass InterlayetC, expiring on 07-jo8p-4- 0 and sealed by Idalmis Ortega, P.E_ 11- Notice of Acceptance No- 18-012-7.02 issued to Energi Fenestration Solutim USA, Inc, for -2. Notice of AcceptanceNb_ 17-0908.02 issued toKurarayAmerica, Inc. for their their se M-S ­Alldte Rigid PVC Exterior Exhillmlons for Windows and Doori f 24yffi lug 011 "SeutrTGlast (Clear and'"Ifte) Glass lnteflayws7, eqnnng on OT04,123- > C� CALCUILA-HONS 02/2&23- 3.. Notice, of Acceptance No- 1B-1106.10 issued toVision ExtiusionsLitimted for their. "Brown 1. Anchor verification calculatiam and structural analysis. complying with FBC 71 12, Notice of Acceptance No- -2"203.03 issued to Energi Fen�estrad= Solution, USA, Inc.. for Coated (PAnted or Laminated) WlAte RigidPVCE sterior Extrusions forAl"indows, 0 Edition (2020) dated 04,2221120, prepared by mmifacturer- signed and sealed b,,4r their "Bronze & light shade cap coated White, Rigid PVC Exterior Extrusions for and Doors". expiring on. 0930,24. 0 Anthony Lynn Miller, RE. Windows and Doors", expiring on 04,11625. 4-L "Noticz. of Acceptance No. 18-1106.11 issued toVision, Extrusions Linxted far theirseries 2- Gluing complies.,%,ith.AST-,ME1300-0�4,4D�9,-12 and -1.6. 'AT 1000 Tan 202 and I%hter shades (Now-NMUti) R.Wd Cellular PATCEsterior F. STATEMENTS Extrusions for'%ludows and Doors", oq)iring on 12J2K 1. D. QUI �AL-Mr ASSUR-42NCE 0 Miami -Dade Department of Regulatory aW Economic Resources (RERJ 1. Statemont letter of conformuce to FBC 76, Edition (2020), dated 0-1-2120, issued by m2m&jcturff , s*ned and wiled by Anthony Lynn M&T, P.E.. F� STATEMEIN'T S 0- E. ALALTERLAI CERTIRC-ALTIO-N-S 2. Statement letter of no fmancial. interest and of independem, issued by mainffactiver, dated L Statei=t letter of conformance to. IFBCL 71 Edition(2020), dated 026121, issued by I- Notice of Acceptance No- 19-0-10-5.92 issued to Kww-ay America. Inc. for their 041180-01 signed and se-aled by AnthoqyLwn Miller; RE. matuffacturer, signed and sealed by Anthony L�m Mltff, P �E "TrosifoW, Ulnuclear, Clear,. and Color P17B Glass Interlavers7- e*king on 3, Private Labeling Agreement document between, PGT_ dated 0330A5 and signed by all 2- Private Labeling Agreement dated 03/0&,121 between PGT Industr=, Inc, and CGI 07YD8Y24. involved partie& lklmdows and Doors Inc. � signed by Dem NL Ruad-, RE.. V.P. Engineering, on behalf of M Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their bothcompmiies.- < "`��ntn-Glavt (Clear and White) Glass lnt@rhyer�'r expihng on'071'04P-3- G. OTHERS 3- Notice of Acceptance No. 18-1106.10 is�ed to Viswn Extrusions Lunded for thUr L This NOA reN ises NOA# 17-0420.06 (PVT wi`CGI) and updates to FBC2020 (7'Edition� G. OTHERS '�Brown Coated (Painted or Laminated) TMtte Rigid PITC Exterior Exa-u-s4ous expiring 04/21,121- L This NOA revises & renews NQA# 20-0429.05 (PLA wlCGI� e�Viring N44C6. for Windows and Doors". expir� on 09,130f-74. -RTest proposals #19-1155 dated 01.1012.0 approved byIshaqI- 0-m4a.P-E.expiring The cummi assodated PI-k CGI file # 21-020,55KOL inxpiring 0-4/14, 6. 2- RE A. Notice of Acceptance No. 19-11.06.11 issued to Vnion Extrusions Limited fortheir 04,114,021- co series "VE IM, Tan 202 and loter shades (Non-111hite) Rigid Cellular PVC W ExteflorExtrusions forWindows and Doors7'_ expiring an 12,LNP2L Z < hhotq L Clwa&, P.E. Ishaq I ChauaA. P.E. Z fskaq I. ckazdA, PZ Ptoduct Control rok Superrisor Product Coutrv4 Unit Supenisor Z Product Control Unit Superdsor NOA N110. Expiratiou])ate� ApriJ14,102'6 Expiri tion Date- April 14, 102�, ExpiratianDate: April 14,20!6 Ap&oral Date, M.1"h Z& 201.1 App r o v Al Da to - I fare k IF, 2 62- 1 E 4 SHEET NO. August 10, 2022 PA 1.4 r I - -,.-r N cn U � MIAMI•t2A,DE MI AMI-DARE COUNTY O� N CL � O O PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Clete USA, LLC Cast -Crete USA, LL i � CL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street, Room 208 -� � - BOARD AND CODE ADMINISTRATION DIVISION 3lfliami, Florida 33175-2474 T (786) 315-2590 F (786) 3.15-2599 NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U Q) NOTICE OF ACCEPTANCE (NOA) mm www.►amtdade.QovJeconov � � U � � Cast -Crete USA, LLC 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 L N 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS �- SeffIIer, Florida 33584 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Retails'; sheet I of I, 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details"; sheet I of M :6� prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared b Craig Parrino, P.E., dated March 24, 2003 and Drawing No. p p y g � �, dated O.�i24iO3 and Drawing No. LT461 z, titled "cast -Crete 4 ", �" � 12 4� �, o > '0 SCOPE: "Cast -Crete 4", 6" & 12"Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by „ LT4612, titled Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all -- O O L N L_ This NO being issued under the h A as g ss un er applicable rules and regulations governing the use of construction materials. Craig Parrino P.E. dated March 24, 2003 last revision #1 datedApril ril28, 2003 both g P throw h 3 o 3 prepared b Craig Parrino P.E. dated March 24 2003, last g te , p P �' sealed Craig Parrino, ,E. n 08119114. prepared, signed and se le by C g P ri , P oL� to -� Q, -- to O C6 Q The documentation submitted has been reviewed and accepted b Miami -Dade County RER- Product C p y a ty E Pr d Control drawings signed and sealed b Crai Parrino, P.E. g �' �' g revision dated March 11, 2008, all signed and seeded by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22; 2012. B. TESTS (AHJ). I. .Test report on flexural testing on 4" 6" & 12"Precast Concrete Lintels Filled and B. B. TESTS None; This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete Lintel specimens, perASTME-f29,g4, 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 and 1. None. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236 It this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None• D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material I. 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 cede. Parrino, P.E., signed and sealed by Craig Parrino, P.E. I. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. This product Is approved as described herein, and has been designed to comply with the High Velocity Hurricane Z. Calculations for Cast -Crete Lintels, dated 0512Af03, I40 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. Zane of the Florida Building Code. 1. None. .none. .DESCRIPTION: (Cast -Crete) 4", 6" & 121' High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT; Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 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 2002. 1. Letterfrom Cast -Crete Corporation, dated February 03, 2012. signed and sealed .fi' II ry Sn' Parrino, P.E., certifyingcom Rance 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 for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, Drawing itro. FD4612, titled "Precast and Prestressed Lintel Details", sheet I 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. None. B. TESTS County logo. "Cast -Crete 4 "„ 61' & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Cram Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS1 C. CALCULATIONS change in the applicable' building code negatively affecting the performance of this product. B. TESTS . /+/line. I , Alone. 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 1 None D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply witli C. CALCULATIONS Mi I.v Miami -Dade Gaunt Department a Regulatory and Economic Resources RER y P .� r7' (RER)_ mi any section of this NOA shall be cause for termination and removal of NOA. None. 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 ice. 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 L None. 1, Compliance Letter with the Florida Building Code, 2017 Edition; issued by Cast- e*9 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. Q This NOA revises NOA # 19-01.30.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and '~ w E-5 as well as approval document mentioned above, The submitted documentation was reviewed by Helmy A. Makar, P.E. M.S. eliuy A. Maker, P.E., M.S. elmy A. Makar, P.E., M.S. elm A. Makar, P.E. M.S. y Pro net Control Section Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor LL1 f' j NiY �% I{ ter' NOA No. 20-0630.15 MWMFDADE COU . NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 U_ a � " 0. "" • • • . ► Expiration Date: 09/11/2,023 " Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11f2023 O 2a J Approval hate: 08/20/2020 Approval Date: 08/20/2020 Approval hate: 08/20/2020 Approval Date: 08/20/2020 I Page E-1 E-2 E-3 F 3 � 3 - � as sa � c U1 C � O O Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. L None. B. TESTS B. TESTS 1. None. L None. S� C. CALCULATIONS C. CALCULATIONS 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. A M TERIAL CERTIFICATIONS -6-01. None. T None. W F. OTHER F. OTHER _C_U) 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 Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117. signed & sealed by Craig Parrino, P.E. _ CU 8.2. EVIDENCESUBMITTEDUNDER PREVIOUS APPROVAL # 19-0130.14 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. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of L 1, Prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. D lam. LT4612, titled "Cast -Crete 4", 6'"& 12„" Lintel Safe Load Tables", sheets 1 O through 3 of 3, prepared by Craig Parrino, P.E.„ dated March 24, 2003, last �_ revision dated June 12, 2014, all signed and sealed by Craig Parrino, P-E., on V January 22, 2019. B. TESTS L_ L None. C. CALCULATIONS 1. None, f/) D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). V E. MATERIAL CERTIFICATIONS =:3 Q 1. None. O_ F. OTHER 1. Article of Conversion for a name change. O w C;HeIrny A. Maker, P.E., M.S. Helmy A. Maker, P.E., M.S. Product Central Section Supervisor Product Control Section Supervisor z NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Q Approval Date: 08/20/2020 Approval Date: 08120/2020 .J E-4 E-S d SHEET NO. August 10, 2022 PA 1.5 /______________________1l1 /I I PRMIJCM�ALUAUQN��[U. 2 I L CC<:> im' C\ - TILLIT TESTING III ENGINEERING COMPANY Z2_-TES_TRE PORTS; ____ — WATTER A- TTLLfr, JR., F.F. fi�fcco@04xorn Large missile impact and fatigue load tests were performed under Protocols TAS YL ?, 8,U-Nr, 44147 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads ,, C A U­ N, W067 F� I as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/OW1996, #96-570 dated 0911811996, PRODUCT EVALUATION REPORT #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc, reports At 2032 dated 04/1811.998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. REPORT NO.: 2"728.01 0219.01-09, dated March 4, 2009, signed and Sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc, dated March 13, 2009, PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E, PRODUCT SUB-CATIFOORY: Storm Panels V& _'aT_RU CTU RAL E N-GI G C TLON-sk - - On 20 Gage Galvanized Steell tm Panel for maximum panel length vs. design PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL Wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: QlQbal��� length based on rational and comparative analysis, and In accordance with section 161 13 of the Florida Building Code. CalcuiationsprL-paredbyTilleco,ine., 4800 S.W. 5 1 Street 09vio, Flarida33314 dated 11103/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., RE. 1, PURP05E OF EVALUATION; 3. MISSILE IMPACT RESISTANCE: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System Large missile Impact undersection 16213 of the Florida Building Code, as per ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61 G20-3, Method I D of the Florida Department of Business and 4. WIND LOADS RESMTANr&- Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8,10,14,15, been verified for Compliance in accordance with the 2020 Seventh Edition of the 16,19, 25 and 26 of 20 of Product Evaluation Document (P-E.D.), drawing No. Florida Building Code, and to verity that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, at least equivalent to that required by the Code. 14,15,17,18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.), drawing No. 20-176. This Product Evaluation Report shall be subject to review and revision in case of a Buflding Code change that may affect Its limitations and conditions 5-INSIALLAT-Q& I rstallation shall be performed strictly in accordance with details indicated on 2.. EVIDENCE SUBMITTED sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document 2. 1. PRODUCT EVALUATIONLOM-LIMEN . (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as .-T(P.E.D.)ff Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14,16, 26 and 26 of 26. of Product Evaluation Document sheets I thru 26 of 26 prepared by Tiltaco, Inc.; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. Tillit, Jr., P.E.; dated 07128/2020, This drawing is an integral part O Evaluation Report, p%%kHTVP,1,S,t4 k A. rk I N'. /11� k0kilifl,14111"t,4110, .0%'k�� N, T144/,, ,�, - - - - - - .. �,, r ...... ?111 1____1 c ----- - ,­ - � '��cvv , -, �', lye 1:0,��', .. '_ ,/ ,Z:;�� . - `\,\�, E N s,�, - 11. ,I L . - :Pw ____1 - .. * . .- __ , ��� - . . !� ­_11 --- - ., .' ­ - 2 N0�441137 I"- - � . . % ,_ _7)� �_�___ fft��,-44167 ' ' . - I; _��/____.,,T_�___ , - ? Z, I - 1 = �,"- *: � I , * : E � � � 2 O# , 'k .*= , . S 21 ... I __ L_ = �.Cl_� - : 4c 4 I .� , .I / -- ��. STATE OF ,`,q; f - / :2 i,, .%- - , 1".10", t'ZOR11b , .� ., A I op,113N , "' * .., , .,. �' , � �, � ,,�, 'i , . '. � r q� .0 �,,,%,, , '1�!,,',,'1`, ...., —, 6355 N,W, 36th Street, Suite 305, Miami, Florida- 33166 - Phoiliez (305) 871-15 - 1, 1 'OS1,6,ili �, �* 64filiNnI101110 It Nq H kk I I 11 I MODUC USAMAIMPARM0�14 _"47211.ld. 3 -6. MATERIAL CHARACTERISTICS AND, SPECIFICATIONS; Shall be strictly In acoordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall N as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7,11MITATIONS AND CONDITIONS OF USE; 7A. Shall be strictly In compliance with General Notes No. 1, 8 thrU 14, indicated on sheet I of 26, as well as General Notes # 1 thrut 4 and 1 1 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilteco, 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. TIM, Jr., P.E. (Florida License No, 44167), President of Tilteco, Inc. (Florida CA-0006719). U,jI"1HINJJL,,,A0, xo%,'�'�A N, T144/ KiI. 's �, '...._... �� % ,M, �, .. I/ 'I - , , " �p . .-`,�cEllise % � S __ Z, .., .. ' It - � - Lm I - 4 -Z = 1____;;F_1V� 3=5- - - 44167 . , ­­­,- :-* ,_�>* _LS , ; - = ' ' ?,4��20-4,o',- STATE OF .�,:5 "' - - �/ � - . , _S ll'?� A 0 � / I '-... 4 Fil ..- I'll �� � 6" ,.,y '.."..' "N, SION 11 , � � "I'll A�- " 11,I 1111100111 WATILL D:ITILTFCO ADMON RECORDS � P. E. PEPORT-20 k GLOBAL, PROTECTION PROD UCTS. LLC l 20 GAGE CAIVANIZIED STEEL STORM PANELkDRM#2O-l76kRr:POkT#21)-OM.4D1 I I I /111LIEC" ,�C�_s TILLIT TESTING & ENGINEERING COMPANY WAUTERA. TILLIT, a, R& tifteoucy �Wlxotn PROUCT EVALUATION REEORT F1.7'r TA-N� 44L6? ,,,A. U-N..0006119 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY, Storm Panels PRODUCTNAME; 24 GAGE GALVANIZED STEEL,$TORM PANEL MANUFACTURER: Global Protectim P Jucts,J.LQ 4800 S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Re -port Issued by Walter A. T11111t, Jr., P.E. (System ID 4 1906) to the Global Protection Products, ll Rule Chapter No. 61820-3, Method 1D of the Florida Department of Business and Professional Regulation, This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Sdition 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 IIi1_411_L*L41-*1L-1 Z1. PRODUCT EVALUATION- DOCUMENT (P.-ED.). Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets I tbru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A. Tillit, Jr,, P.E.; dated 0712712020. This drawing is an integ , ,010!11�4106!v,l is Evaluation Report. o,,,�� - "I-,/, ,,,, g \; ­­­ ��, 10 -4'�&v '-.��6&4 `­-!q - I , $I-- - <_ _� 3: '�1__ I L - !��- —,-'- � �A 1 6 7 ,,,,�A_,&�_, , _,_ 6_155 N.W. 36th Soreet� Suite 305,MiamL Florida 33166 - Phone: (305) 871 ��Onvp PRODUCII-FVALUATIONREPORT'NO. 20-0727.02 2 22 TEST REPOR Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609,11.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/1 V02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No, � 021 9. 01 -09, d ated Fe brua ry 25, 2009, Big ned a rid s ea Is d by Ed m u ndo Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code, Test Report prepared byArnerrican Testing Lab of South Florida, Report No. 1123,01-10, dated November-23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. OGM-198 by OC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, RE,, as perASTM E-8 and Tensile Test as per QC Metallurgical Report No. IOKAA-1318, dated December I i 2010 signed and sealed by Jerry Jacioll P.E, as per ASTM E-8. TU I#JCCD1Mr_- I -A k 17-11 I 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 rationai and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc, dated 12/18110 and 0&27113 (for this revision), signed and sealed by Walter A. Tillit, Jr., P-E. 3. MIMILE IMPACT tIEWT-A,N , _CE: Large missille, Impact undersection 1609,1.2 of the Florida Building Code, as per 6STD 12-99 Standard and TAS 201. t. WIND LOAD?$. RES.11STANCE: 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 (RE.D.), drawing No. 20-175. Maximum Anchor Spacing shall beas indicated on sheets 5, 9,10,11,13 thru 16 and 18 of 18, of Product Evaluation Document (RE.D.), dirawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-0 Standard. PROM =_rYALUAVD1iLMQJMX_Q �0-� 3 6. INSTALWION- Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 1 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 5, 16 and I 8 of 18, of Product Evaluation Document (P.E-D.), drawing No. 20-175. B.-MATERIALCHARACTERISTIr,3 ANDSPECIFICATIONS; Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as indicated an sheet 1 of 1 8, of Product Evaluatictin Document (P,E.D.), drawing No. 20-17& Z_LIMITWT�10N AND CONDITIONS Of USE: 7.1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (RED.). drawing No. 20-175 prepared by Tilteco, Inc. and signed and Sealed by Walter A. Tillft, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as. defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. Tillit, Jr., RE, (Florida License No. 4416n President of Tifteco, Inc. (Florida CA7=6719)� WATILL D:I TILTECO AqWN RECORDS �.P� E. RE PC RT,2C C .ALVAN17ED STEEL STORM PANEL I,DRWG#20-175� a) a) - = Cn -0 -ffi > a) -C ­' -01-a :3 a) " C) C) 2 c- CD_ = 0 _0 0 L_ = M M -I- 0 -0 %V — Q- cn . a) -t-_ = a) = -0 CD 0 -cu -0 -= cn ja = 0 = 0 -2 — a) IM = 0 0 =_; CU U_ I.*- 0 — CIO > . C/) — a) In L_ _4� " C_ -= �- CU -0 "02 .= -COM Cf) C1 < I 4 Z 0 W mi - GENERAL N GULAR it LIFE UFETY STORM EAUL-S 1 1/4, 2/4, 3/4. 4/4, 5/5. 7/5, � 6 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, S'UCOO OR wow BOARDS M FOUND ON THE (SCALE 1/2-i-) W/10. 2W/lOo 3WIIO� 4W/10. __ EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH To REACH THE MAIN STRUCTUTra BEHIND SUCH PANELS, I 1 6/5 1 STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P ED ) HAS BEEN VETUAIED FOR COMPLIANCE IN ANCHORAGE SHkL BE AS MENTIONED 414 0, I) MO IN 82)_ ______, - __ ___ _ -,-,.-- _ -___- - - - - 15,196, (IOTAL 14101H) ---- ­- ­- '' ' ­ - -­ --- ­-_"_­­_­ __7 5W/10, fiW/11 & 7W/11 * I ACCORDANCE WITH T14E 202D (7R, EDITION) OF n­lE FLORIDA SUILVNG CODE. �.C) . I ___ ,--,- ------- _-,__15,IW (TOTAL WK)TH)- - ----­_,____­_.�T OMICN WIND LOADS SHALL BE DETERMINED AS PER SECTION I &2O Of THE ABOVE MENTONEV CODE, �a����TJDOI. �NCL _­-­­---­----­ ,,_,_-_------12.5W(ETFMWEWM-M)-L . .. .... . - - __ __­ __ - ---, i i � ANCHORS! FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 0 ­ ­ ­ ­­ ---- ------ 6 1/4' L ­­_­ ... -­­ � � --­­--­­_-§.25O'_ --- ---.----.----- L 4' NAX—_­ ­­­ ­ _-3: NAX_ FOR A WIND SPEED AS REQUIRED By THE JURISDICTION WHERE THESE SHUTTERS Will - #14-10 PANUMAtE FEMALE ID AND PAINELMATE PLUS, ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS ; � �_ I '1' ON � FOR WOOD Sa SECTIONS ON SHEETS 10 & 11 ­__ __ __ i I ANN, FOR BE tttstt�m AND .'- i i I A UIRICTIONALITY FACTOR Ad.0 86 USING ASCE 7- 1 6 AND SRHL NOT EXCEED THE MAXIMUM �,&SD.) - 1/4-6 IAG SC"S PER N as. I --'LSP -1-3W­ _J.3fiD1'_ � 11-500' i �, L I 11 i �,__`LIISOOI - Z L 00 i �,,,,, � I � ,X �, �7-12150'- 1. I,aw* - ,�� -- a 6 11:111"11 'ISH PMSUW RATINGS " - , , _____ I I . . I " M I - - 6 — --- ; �, - - - r � IN ORDER TO VERIFY ,E ABOVE CONDITION, LA71"TE DESIGN WIND LOADS DETERMINED FOR AV�E 7-18 - �1' - - , ­ � --,r--, -1­1­1­1 - -,r- -T --- 7--T I -­' ----' ---Y-- - --- 14. 1!�, 16, 79 & 20. - 7/1$*o , 518� Wool) BUSHtpir. AS DISiRlBuTO BY ALL POINT BcFiEw� BOLT pm � I " � UkVWZED I INDICATED ON SHEETS 7 THRU 12, L &s V,Ln CO. , - , I I, � i � , ,4 I I ,� I QOW ON. Sim 11 � ,� - :T � l'A", _1__T --- 77- --,,--r . i " Mo 10 A.S. OJESIGN WIND LOADSETY MULTIPLYING THEM a' 06 44 ORDER To , _­�J ,< I GRADE 50 MM ,� ,,�, - - I , --- 1 _T­-I � l I I I I I I I -- = SHALL FIRST ROU" C 1) MINIMUM THREADED PENETRkIlON INT.0 WOOD OF TAPCON ANCHORS SHALL- BE T 1/2' AND 2- FOR ELCO PANEUMATF PLUS - - I ___­ F _�__ F-­ I I - I I I I t 0 � I I OESUN PRESSURE RATINGS INDICATED ON SHEETS 7 INRLL 1,, 14� 15. HI, 19 & 20 A14D PAMIUALE FEMALE to. f, � - 9'.657* M01,11 I . " Ngr�l � - ' ' I I'- - --- ---- � � I I " * /G.. - EDGE , 11 � I G_AO CALII / I I i 1 1 , � I �O. " DA��(�" W+`;91 COUPAR11! THESE W/ V;AA� (ASO� 0 F__ " - - , 1. I I., = I I ,� 2,657 L I , ASTU A-eM i , .) P � I k4a)� . ! I i � I I i �:Z 1 t .1 I i,I`,�,,� ' �, &,(�) &4@ 1 L "= To - P 7.) MINIMUM INREADO PENCTRAMN or LAG scREIR, iNto pir WOOD ri E UNIT SHALL BE � - I TYP \ ASIW 01-6" I 2AA* ,,�-,�, W � � - 1 7 1 i i 1 i I , PENEWPON INTO StUcCO SHk to AS PART CA THE REQUIRED I,NT Dom- ON \\ NEM WAS, 'A-T . ", � IN ORDER "IFY NiAT, AtAIKOWS ON THIS RED AS TESTED WERE NOT OVER �-TRSSSVD, A Rn iNCREASE IN KU.OWA8Lt 2.0�-. , 24-�- ,, - L HEMMED $0I- 'L TYP'. I I I I i i I i i ! S .- Z VM 112 NO I'HREADED -, __T_ - ;_4 .a / OCTAIL �� I : 1 i I Y / It � 1 � 1 1 1 1 � STRESS rOR WING LOADS WAS NOT 1, SE CONSID - rE "MUM - Mum"O" t ; [,_" ..L I ' ' i LLJ ACCORDANCE WITH NDS. 201H. USEO IN THEIR ANALMS FASTENERS SPACING TO WOW 44S BEEN DETERONED IN ER _ EADW PENCTRATION 0_40 OALV I CO. ,� I I FWS. INTO WOOD SMALL BE AS INDICATED IN 7145 ORAWING _-___ - - - - - - 48.6 1 . i ! 1 1 n I I - I � - STORM PANEL'S ADEQUACY FOR IMPACT AND MIND RESISTANCE HAS BEEN VMAED IN ACCORDANCE WITH SECTION 1626 OF I - 11irTAHOG1 � \ ­1 - - � _. I -, I ..- , - � ­ ------- L � 1 44LIF ! i I 1 , I , = I= C 3) MINIMUM EDGE OTSTANC'E OF LAO SCRE L - � ­ -------- I -------- -_ 1.1) I I I 1 1 1 ! 1 1 /-- A E i 0 " - THE ABOVE MENTIONED Coot AS PER HURFRCANE ENGINEERINC & TESTING IK, REPORTS 96-559. 96-570 & 96-M AND - L ­� 1 L ,1 1 ;, , � � , -_ _ , -_ -1 C= C 4) MINIMUM PENEIR-MON OF WOOD, SUSHRMG SMALL BE 5/8' 1/4' 0-n SCREWS USED ViAU BE 1 1/2' LONG MINIMUM - 1.3k I - - - " - ,_J_1_. I _ I i c 7177-7-1/ i � i � '�j - 1 ]---' ­ 6 . I I - _L_ -_ -_ -- -- L — �__ - FENESTRATION TESTING LAB INC.. REPORTS J20U & 02126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203 SHOULD STUCCO EXIST. AND I* MINIMUM FOR WALL-S WITH NO STUCCO ­ I ­ ---S,=­--------- - .. so, - I - - "I I I I - — --- L- - � . I I.r-L f­ I- ---'- T --- -_ I 6 M C.-, cll� - T -,- , � 11 11 I � � C= C�4 IRS 203 STANDARDS i - - - I ---T' I I -1 , I i I i I 1 - CIO >< __T_ I � I 1 _�I I � �__ 1 ' L I LI_ 0- . --- I I I I - I - I ---' -_ __�___ + r, I C= - AS WEU AS AMM-tAN TEST LAB Of SOUTH FLORIDA REPOFn 002 9.0 7 -09, AS PER 1AS 201, TAS 20 Mo C53 IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS, STUCCO OR WOM SWISS BE FrAM ON THE EXISTWC I 0) SIQRM PME i ; 1 ' ,_ I" -i I -_ T_ I I ; ,,,Itiii� I � 2 ALL ALUMINUM WPU�IGRS TO BE W63,-T6 ALLOY AND TEMPER, (UNLESS OTHER *ALL, ANCHORS SHALL BE LONG ENOUGH 10 REACH ',HE MAIN STRUCTURC BEHIND SUCH PANELS . - - I I I I A;— _�' I--- _' - - I I I - I . I f�. 2 U_ _�; � WISE NOTED). SEE SHEET, 2 - 2,157---- ; ANCHORAGE SHALL BE AS MENTIONED IN C-0 C�2) & C4) t - � ' - 1­�; 141 - � , - L 4� L i * i .!2 , 7 ­­ I . I I I I ALL ALUMINUM SHUT NICTAt OSED AT CLOSURES SHALL HAVE I -1 1 1 , I I I I I I I U) I'll I 14� li� � ! C�4 .= 3105-HI4 ALLOY. - , `� , , I ! 1 ,,, I � ,?_---_­­­-] '. ? I I . I i ! I W '= = Cc (0) ANCHORS SK�� BE iNSTALLED FOILIMING ALL OF THE RECOMM17NOATIONS AND SPMrrArVJNS OF THE ANCHOR'S _� % 1 . �250 - 2.!87"- , 1 1 I I � I ! � I I I L j I I � I I , . MANUFACTURER - _" ' ' L � I I ", Too- %� . I I i I 1 . I- i I i f lj§�. ­1 B.�TED - - - - - - - - - - - - � .< G) C-4 - _ - - � ALL -SIM SHIM- METAL PANELS SHALL HAVE M-ICTUFiAL QUALITY SIM. ASTM A-653 GRADE 50 WNWUU. G-60 P-Tint SOP J? ,I 2� - �7w- - 1/4'"G. !�..,,­.. �lw � I I ; __; I i I � PANEIS W1 1/40-20xl- 1 - �,c HENNED Z� , , . � . I I ! ,'­ � CALVANIZED MEL DESKINATION WM� 565 �, (AFTER ROLLO) _ , I � -Too' I -1 I I ' SERES, , UNBOLTED PANELS . I i I � S.S. WS, BOLT W/ 7/8' . 3/32' � �, 3: 2 CD a, 8 PMFLS MAY 450 BE INSTAULm HORIZONTALLY FOLLOWING INSTALIATION DETAILS SHOWN 00 5EC71ON 3 THRIDUGH to (SHEETS 4 W/ ,�, _',.L25 %T ' �,t5o*� t ; 1 ! - 5 ALL SCREWS TO K STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT Cak= CARBON STEEL AS P _' I � 5,% WOO RMaSM - � (SEE SECTIONS AS , I I t-,MNGNUTT�s a [A OVERLAP =_ = = . ER .- Z ",� L , __' I 1� t I 1 1 APPLIC, I I I � 4 1 - - ON 50OH5 W/ 50 P-i YTFIO STRENGTH AND 90 NN TENSILE STRENGTH *, SHALL COMPLY Wy FLORIDA BUILDING CODE 9 IT SHALL K THE RESFIONVENUTY OF THE CONTRACT% 10 VERIFY THE SOUNDNESS OF 'HE STRUCTURE WHERE SHUTTER IS To BE - I CAR 9 � ; 1 i (SEE SECTIONS AS APPUCASU�) .�! r= = t_; cc LIDO*. � �..,- 'L I- ----- I - � I � i i 9 :.. _= = � � - 1.500 ­ " , � 1 1 I I , I ... - � LL - I i § THROUGH 6) EXCEPT Wi HEADERS (2) * CD SHALL NOT BE USED �, -;< I ' To 1 � _, "" R. I f �12 T, ' 1 I I SECTION 2-11 3,714 ATTACHED TO INSULTS PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME ,�, " 4K ", - I , -1,11 *ODS, 3-375- 1 1- "V-9- , I � NMIB I-,.. I I - " I CD - .!X � _, _ , /I , ,� ��:��,��, - ­-��- �S . , , ­ I ­J - A-] CID . BUILDINGS, I - '. - Per - ,IiI, ". 2060 . ,__,_ __­1 - "L. ­ -_ -1 ...... I -1 - ­­­ _1 _ I— I ­ L 'L 1 , : _> I `E , I _T_ 1--l-r- ; '.) - 6 60LIS TO SE ASTM A-JT1 SALVANIZED STM, OR AISI �04 SERIES VAINLESS btEEI_ WYTH X k.i MINIMUM YIELD , ;� -, I 930" Sir I'll - - - , ,Jj� I., __ - - 1,1, � = r �1-j � - --, - - -T_T___F_ I '-- __ - - .11 —, . f : , co , I I I I S , - . � I i i � � i ; ; i t -,, . . ]a � [­, I t I 1 t ::. = C= ' " - I — I � �/ i , i I � I � 1 � i = - tj W (A) 10-DYMW. J i i i 3 , i 3 _e2W9A_J!1"�1, 41 THE iNSTALIATION CONTW-TOR �S G -ZAL/CAULK Ali. SHUTTER COMPONENT MOCS WHICH REMAIN IN CONTINUOUS OONIACT WIIH i- - . I. . . "I ,/ Im. P. , ­ 'L "' L ' ' � ' '$. U_ ­ ­­­_­'__­_ - - I'Sw -, L­_T i I I " I t � 1 1 � 14-0 TAPCON ANCHORS AS MANUFACTURED BY I T,W BUILD", INC TO 1* M52 .,) THE BUILDING TO PREVENT VAND/RNN INTRUSION. " I I I A i i � I 5 = - -11 - ..,( I I I 1 1 1 i 10 .!! ::- I - /4 . 0 . 7/8" fALK-TH ANCHORS, As uANuFAmREo By ocwa wl (11��.'11'�_Mp!..i�) ISOMETRIC VIEW 2EIA" / 1­2.ow F - ,_ 2,ow - , , I I � I i � I � i i I -= ,/ __ __ _� I 'n =- - 4*. . ,1,4� SOUD-SET ASCAICIRS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT * SPECT&TY ON. 12 STORM PANEL INSTALLATION SHALL COMPLY WITH $PECS INDICATED IN THiS ORAWING PLUS ANY BUILDING AND ZONING REGULATIONS ROU14DED CORNER 0 ENDS Of PMEL'S I f . i-- __ 4,1 _ ! � i L '� � I I ANCHORS TO WALL SHAUL BE AS FOLLOWS %W & OW ON SHEETS n� 6 A, 12 RESPECTTVSLY� SHALL HAVE A -�EICSLE AND RFAMLY VISIBLE MARKING INSTRUCIING OIRNER OR HEMMEO, 'L I � T_ I I I ; i TENANT TO `%ECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PETWESa Or HMRSTICANC WARNING '_� - I_ 125 DET - � , , � . 1 , ,, , _', L T L , :�__ � lo� EACH REGULAR STOW PANEL WN14 LENGTHS MR &-e THROUGH 12'-4', AS PS SEC4 Mt 6, a. 9 & 10 AND ALTERNATIVE% aw, I , -- � ",5. 091: � I I 1 't DEW I I A " - , STKWH. . 0150' " I R a I., I . I- _;5 ill— ____ _. A i 1 3: 7,51 , - t— u. , I I I : I // 1, --- 11 �co,_&­,'] I i I '11,_� I 1 " i i - I - il J _L� 0 12 0 lm,�, ('��Ooo P­i�) PROVIDED BY THE JURTSINCITON WHERE PERMIT IS APPLIED TO END UP W1 HEMMED EDGE, A 6� D�M.�(&�@,O- - !--I-- __ i , I 1 ­1 I . f _ __ 41 1 i a I= - , 14-10� PARELMATE FEMALE 10 & PANELUATE PLUS ANCHORS, AS MANUFACTURED BY FILED CONSTRUCTION PROGEOTS, (N.TS) ne k16) .h. Hug (�) Wu!.� (�) ANGLE (4 ANGLE wrrH srup @ mom wo I,- -Ai. , - I i�_ . , I 0 � ,* � W 4 . ­­­ I � -1 J. L I I I = (ON I S350 P� I') 13 (A) THIS PRODUCT E�IkIUUATICN DOCUMENT (PE [1) PREPARED Sv THIS ENCINFER IS GENERIC AND DOES NOT, PROMIDE INFORMNION @4-04 (�)-), , I- 11 LJ - , IFIC PROJECT, I . WHERE THE SITE CONUITONS DEVIATE f, ll mp _ � :X , " 3' MAX � FOR A SfIE SKC ICU THE P.E.D I I N, i/4, 2/4, 3/4, 4/4, 5/5, 7/5, I' - - 1/4�0 C="A4P ANCHORS. AS MANUFACTURED By TRV-FAST CORPQRAT*N (IF-300 P�N,) I _­ - � VARIES � km� C� (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Or THIS I SEE DET. . IW/10, 2W/10. 3W/10, 4W/10, /5 - A 1) MINIMUM EMBEDMENT OF TAPCON ANC40RS INTO POURED CONCRETE SMALL BE ! 1/4-: 2* 'OR PANSLMAIE VENAL PRODUCT . X4, 1 � 10 AND PANEIALTE PLUS AND 1 I/4" FOR CF TAP' -GRIP ANCHORS E BASED ON TT111- PZ.L, PROVIDED HE(SHE DOES NOT DEVVIT FROM THE CONDITIONS OETAItED 00 TIHS DOCUMENT � - = _E__A 1/14 & 2,M4 0.344, ,9P TOO EMS 11 .0se '374, .". -I 7SO' - SW/10, 6W/II & 7W/1 I __ , -­ 'I 3'. 88,_ t -, �_ I .210' � CONSTRUCTION SAFETY AT SITE IS T14E CONTRACTOR'S RESPONS3811ITY : T I ­ PANEL .1 . I .'" __ I � ,-- " __ � -11, zV-411-11I.-I _j 125* , ,/.,*-= 30. wua _­-_­_1 __ - - - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a & Q­- '-- L' __ -1 ------ ­­ - __ ' � ' r : ; ­ i �,,O. __ "� I aw Filyum To 2 . .- ---I' I A;!) CA1X­4 & 9DUD-SE1 ANCHORS SHALL HE EMBEDDED 7/8' INTO THE POURET, CONCRETE NO EMMOMEN1 INTO (c) NtS PRODUCT EVAULIXTION DOCUMENT WILL SE CONSIDERED INVALAU IF MODiFTED, L t f , __ " f ��- - FOR *GCO SEE SECTIONS ON SHEETS 10 III 11 - 1- 'T, I :__ ��l � STUCCO SHALL OF PEROTT,ED 114� 0-20 SCREWS USED SHALL BE 1 1/2' LONG AiVitmUm %"W 57LPXO EXIST, . . 1.07,1.063* 375- //__A_3_1_';__­1, -_ � �.B:O- I ANGLE * 12 'Ir CcL I 1 -62-N, I 11 - - 8.--f f - - I NO " MUM114 FOR ' FIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENG L - - - � ) - - ,� , 'il-I I .1 � WALLS " NO �TUCCO. AND MAY SF HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. Ull STrE SPECT, NNFER OR ARC-49ECT WHCH WILL BECOME THE � 1.071 . . I 'R��., . 67" f MIT WITH YANG HUTS, ENGINEER OF RECORD (E.OIL) FOR THE PR,QR:CT AND WHO WILL BE RESPONSIBLE For, THE I__L __ __ , 3W 1 , 00'... f I-scol ID T ..� '_ '. PROPER 0% OF THE RED. DiGINCER OF RECORD. ACTING AS A O&ECATIED EMOMEM To THE I 5/16-P Hm FOR t � , 1093 ", ! , 1 015* rk- " - A M IN OkSE TKA, PRECAST STORE, PRECAST CONCRETE PANELS- PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON N.t PET) ENGINEER, SHALL SUBMIT IO THIS LAtTER THE Sat SPECIFIC DR.WiNQ­S FOR "�E* 1gruo LoexTioK AT ____ �L ; \� - ___R I 123' i . , 750* 1 LS (1) & 19 ELEVATION ' - . - L "'CRYFAKO'c"B"AP '_ � LM' ) I J-I .080 __ r EXISTING WALL OR FLOOR, ANCHORS SHAILL BE LONG ENOUGH TO REACH ,HE 4" STRUCTURE BEHIND SUCH B57 . i L­ ___ I � - I PANELS 4RCHOWE SHALL BE AS MENTIONED IN A 1) AND IN A.2), W NIS P.E_D SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF 114E PROFESSIONAL � _- ILDGD- � ._' -084' 1 N.T.S. -_ _ITm) (0) P, ENGINEER OF RECORD WT PREPARED IT 7� Mo. (�) KEY HOLE WASHER - 5.0 ___�/ AIATML�­" 14 SHUTTER MAN,UFACIVRER'S LABEL SHMu BE LOCATED ON 4 READU MSIBU LOCATION AT STORY (R Ve *F' TBMK M ELAI BAIED �9WNI!NGHO AS MANUFACIUMED ITT I T W aUtLOEX. NC. ,/4' CAP NSAKC"OVS� AS hWA0fACT1IRED BY DEWAL' RIC, JON. )'�iSW F,X�,l PANEL SHUTTER IN =OROANCIE WITH SECTION 17GR 9.3 OF FLORIDA BOILD)NO, CQGE� ONE LABEL : - IV . � 7/ir ONLK-kP -.063* (�) 717' TRACK A14GLE Z671 _71 I 'PECALly M_ SMALL BE PLACED FOR EVERY OPENING, LABELING 70 COMPLY IWIN SECTION IJKID�9�2 of THE 0,036 ) Ow 'r-111-1 ,%00111JUMN W17TH SILID I (W Dow - n5u VkUN7 -I /I"- A S/4' SOUC-5tt ANCHOR-, AS DISTRIBUTED BY ALL POINI SCREW, SCHT .& S fLomm BUILDING CODE I CAL ANw%M �, .� __ - %, _­4! I /1--X - . I (O .1, NICUP-0 -opiIIINING SHALL ONLY I = - ) 0 "o-V , � �- 1. 1�11, ----------- - - L' Kip i,w\ I N - -1 ,,,, � ." 114 IV THIS BE Mo 10 I L " �_!,Q#,'ts� RATIELMATE FEMALE 10 AND - _Mk, is- ,GNG , "91 I , PANFLUATE PLUS ANDICAS. AS MANUFACTURED BY U.00 CONSITTLICT"ON ,� V / �, . . /qpNj PROOL, NON f'­2071 P�.Ll) WINNUIllio % I MAIN PERMITS IN ME LATE OF RIDAJ I I ­ , I� � � IF C G ,00 ___f2__ 1 4' , 3 e* ... ,)��tryse -.. . , ��P4� 1 _,Z_�� I , 5'.1. 2 "; 1* 'P % 1/ "llot. # A - - /4- GF TAP- PIP ANCHOAS� AS MANUFACTURED By TRIJI-FASt CORPORATION I .37r, " ,�Jlv . �- - -, � '*'*" I I\ ; % 1 MAX e I - � 0 - .,B, �r - ,,, - . i ,A'�Atp " 1!4zi I � � It'", ._ - S. ^ � L_ � ' W _,� 11-1, FLORIDA BUILDING CODE (HIS _ � - - Z - No, 4416 ,., - I B 1) MINIMUM EMBEDMENT OV TAPCON ANCHORS. ELCO PANELMATES N40 Gr TAP-G" AN�HOR, INTO rHE co4w.-"��G �;; IT Velocity Hut IcIoNe Zonq)l � I :� it .37 , 7 � f .A , � , r�;,?, �. i ___ _ � 1 S7 =*' :*i I I �.�. ... igh Vviocity Hur come Zone) . . BLOCK QUIT SHAU. BE I 1/,;- - : ; 1i iCM20 k7OX, INC 20 GAGE GALvAWED STEEL STORM PANEL I., L L - - I --- _­, ( \11"Ll = * . � FLORIDA BUILDING CODE (High Velocity Hu Icans Zore)l _(D .� ,�N � A' ' . _. FLORIDA BUILDING CODE High VaJoCity Hur f* - ' 9.2) CALK-M A, SQUID -SET ANCJ�ORS SHAU BE EMBEDDED 7/8� INTO ,THE CONiEPETE BLOCK UNIT, No EM - NO. 4 1 7 I I — =M-11 063% '� ,_ ,-j��,, NICKEL I rm 744 M Sk �s�. STATE OF ., Win. nTSXL M 1 " by. I _� IS .2m 7ARI M. 20 GAGE GALVANIZED STEEL STORM PANEL F.P 9019 � S I _____]­]�i�. An - �, 1875' - WINS NUT .14� 20 GAGE GALVANIM STEEL STORM PAR 1 :*, No 441 ' 'k, ­ , DRION 67 -, z DRON 01`2 EiciT, "t, I MHAK-W FORMNAJ_S 07� NO STUCCO - . .,,,_� '\ GLOBAL PROTECTION PRODUCTS, U.C. ' 0 lk v,'-.., in 11 �*19 �0` I Z I* = __ — , . , : - NoD FRiCCO�5t(ALL BE PER ltTO 1/4* 0-20 SCREWS USED SI.Al BE I 1/2* LONC MINIMUM SH �_. - - , / 11LIECOme 11 __2ft__ ___21O0Q`_ ­ (�� KEY HOLE 11, . - �_ IT/ 1 N Z *,. � . . GLOBAL PROTECTION PRODUCTS, U.C. "'V" STA S.. 11 STTWS AT ?ANE -_-� GLOBAL PROTECTION PRODUCM = or , � _- - &Z TILLIT � . 0113%� D.m I W, " 'A _,% , %TE .., wll� ,..t�W � AL r.16winc. 's-p".. A40R 1;1� -.* 11ow- (01)�11.4 PAL I.A.-en, -176 1 04,1440 / , � I L 9-h - --.-.- 20 041 ) - - __ -­ / 11LIE V Note, \ "M SW. til STREIT �115� - � 0wo S*. 51 Twori F, alw, P-, DMAC R_ n3l. I LUT TVFRRQ & R!�IKOVNNIQ I'A CAM, n- =L" -176 - . - - - - - - �_,_ "-IWI W., tm)m-� 2 M.— -.M� T�W�-,liw 'm (0."­erni? 20 , , _q� — i - i ow-- M.1 � 1-1-1 allmilmciiw li�. 8,9, ."'r - - - -1- - KN - ""a- -- I- " - PPQ.�.W., I- �� S 2*X7"Xl 1A* ALTERNATIVELY, LSE W"Wo NUT */VUT TMUT TICIRING & lonNKMERINIF ~AN& , ('�. 0-175 !� �10% A ) R ktlw"­.� _ _AM,gN I'll 115 j", *6_ .1%.4411"RI10", vIALTOT � I-'r '. ALUMINUM ANQ . WONOUTHic WASHER W/ Amunwi - - C.51— - � "I le� , * - _0­0 i , ,a !..1 I - ! - DRANK; - _Occio - 0P,MAL/'iNO'n/", - - - I - I .- — 1 - - ", I - I 1 - - —�- - if. *6 W4.101 � TIME At, _____am -A .1 P-9 . I C. to . .2t v . , I - 7/rft3/32- W-SNER INUMUI-A ,:A�N` - STEEL OR NICKEL P�Tm SIM) W ­t- F-9 -- - SWUM 2 R, n 4 41110% ;A, . - , � _ I - .=�u 0-MOC � . I I - I - t9i__ E - _1� ­_ am M I it I I I I I I I WMAUATION DETAILS FOR REGULAR PANELS, 1) &L JA — INT-Q EXISTM POURED CONCRETE OR _01INGRETE BLO �T_RIICTURE$ CONCRETE AIKRIOAS CRETE ANCHORS Coll T_ (ISE ScHocuLt ON , sism a nalicivoi In CONCRETE ANCHORS "" So" , — If _� � 1 - I'. (sm sci-aint ON -\ 7 �IITMROUMKIH 7 F1 EXISTING -, _ 1. :"n jl�ll C 41 \1� , �, �� - 11 ��, 1 CONCRETE ANCHORS 'N ' L ", � , ,_ - -_ (SEE SCHEDULE am - , 1�1_ EXISTING POURED \ '_ I C4) SHEETS a 'UNDLOW 0) _� i -04 CONCRETE REOLTROT, --"--' � - - I . 1� . -, " Mi,,.- , C,r, ; �, 1 7 \ '. - , . , � ,&w "" - A - � � � I It, - 1 7I, MuT - , ,,--- I-C-1 - I __ _.r" --- I �Q. I t /4 t __ _6VrS%:`US � - L. J. �� � - , � . � , ,.�� -,- -- -! ____`1 _T A". ; t - ,-. ------- - IUlX . .-_O� -I � - __ - I =Po-np, I- : �� 1_1��) I 1i � I I I � � I , , I- I 1, 1 , -V4 1 � �� I "_ �_�i . Q7 E-h 11 - l - "'S"No POUREQ , I 4 � � r, � KO-M il I . 1 '4 cN& , 4 .1-1 a I 11 -03 I � � I - � I 1 � ,�` CONCRETE AEOUIRCT,! - I � - - I 1 � "I -4 ;, 1, , I I R I I � "�-,"3", � I I I 9 ., %11� ',�_ W ; I 4=191. ��� I r.", 11 6 I 4 �� W. r : --T 9 - Sc.,.,X -.- �-'-,.�- - 1 01 1 ver, PA. g . Even 5110 0 I i ,� ,a .. 1 'T i/21 Oc i sm .t I 'S A -11 M" i I I I t A - -- ON, : � 01, 1M%,=&W I I l`VP1114 J T �,,, I =---Jl lw,___ I - 1 10 - i TO a1w, � - I _11�' 7 T , � __1 ­__ I " - - 4 ____ -I--- I ti! i I 9 t , k I ! 1 I � ,�_ - -;"- __1 I i = ---- � � I A I I � i �.- ! I Q) A !77, t-'T i § I i I -1 ,,- ! ,10 , .1 - ! EXISTING POURED I . - I - -1 t COMMETE OR "I �� I W= 4 CONCRETE BUcc. 1 - REQUIRED 11 ;, � frW i ! E i i � : i GI 1 1 i I i ___ w2n I �'i 1 04�`Tlc. i I Ay I - � i - - IN, �, k ! 4 ; - -_ - , - ___ , ; I - , 1 -- - - ----,. - I ; I It I I I i I U6-� ! I I -- I � I i I I ;,Kz;­.I�-tr I I , - -4*C1V.1 : T i �77!17`7-,7 � -�,� .2,/r.l, I 1-1 r"A 1 . LX=- I'Z'� i K-1 --* . f ­ ,� I �.� *_ rAuT Sim . I �� f I ED EXISTING EO, �� . ,� ,/2- iLc - EXISTING P 11, - -_ CONCRETE 040- , !I _L-L, - - - � _ -I =Mff � �� -11 CONCRETE BLOCK I cc" BLOCK t, 1 I � 2 ;_ I ,� .c.6 4�' — __ _! _-, '41 __ , REW ; O. �11�'�, RECURED ,�` Z I'To I 4� ?!� , L=L j ., " "�'. ,,,�,, � -�t�N�� ,,-,' -, `��, ��,�- , _ , � ,- Pz� - _�," , . _? EXISTING POW � " , -,'�r"­�,��,,'A _,�, - �, '-'I,..-- /, 1/1. I [��_ I r, ,-I. ,,,TT.- k _J,�N , I W, -1 �* ?�� � I � ,_ 4_ - - --- �,�_ CONCRETE - I cl, � ��-, t, ­ X` -- - I / __ - _0 I � I ,,, � CONCRETE ANCHDRS 4- � � � REQUIRED M "CHMS ,' � Tw -c"I'm E O. ��' � O. �,�L, V `W` I -11, I� - 7 ,�,.� I - I& i , "ll" 1, �, W= - " -(A) CONCRETE ' : ��F __ I & 57AGGRED W/ STUD ig - - T - ('SOINCRCHIEDLU OW- ' I I Aq`HM ­ , . FIG - 14A 6. f S­ , r (SEE SCHEDULE ON- ,\� 5u Wfow ON— I", * ftc C Ma SCHCAALE IN germ a Tioinixii 9) SH-_M a THOMM, iq SHerm a THROLANI 0) SHMS a THROucH 9) - WAiWWG SCALE 3/8-1- SCALE 3A�1- BUILD OUT UOVNTING ALIERNAIL 111? OUT MOUNTING 1 3/8-,. W%o "--- ­­­ _1­1_­­__­ ____ , :­ _` - I I 2 EA - EDGE DISTANCE I =� i cCET III --�D i I (SEE SCHEDULE ON I 1.04 sm,VROK : I SHEETS a & 9) V iRAM, I 9 I I I t I ?AVZ.* 1 .- - -_- ­_ ; , EYM STUD 0 1 il i� � "' "" , ;, g SE TOP & BOTTOM MOUHTT4�� :___Ir "'oollINNIN, OMERNED IN ANY WAY TO UIT X, �..!�-._. INSTALLATION � _i_ .....___..J , � - - - , - , 1-1- ­­ �_111_11. lo�� .. - , I . . , U . 4,"�..g-_,�\:��-,­,�-_­ . ,\ ,, ­ - _­ � 11 , ,�, ,�,�` I , " , ,-, " � � I . I . . EXISTING POURED 'In CWONKC -LS/4� ,,., REQUIRED. 7-�--la__ _,�,� I � - 1. .. FLORIDA BUILDING CODE (High Velocl!X Hu one zortv)l i *: . i - . I ., = wo" T'Lirm, "Nic 20 GAGE GALVANIZED STEEL STORM PANEL Ar : � I I Will' I SHMM a InFroucH 9) S � Ic J-. .. * & ------ / TATEps- � It , - - - ,F.N , "70 "'W"Me"' CEILING AMD ELW R MOUNTING S. 0, - ". , 4 C. \ GLOBAL P . . S ::6 " - , IL ECO,m ROTECTION PRODUCTS UZ I , ... ORID . , ! , SWI 51 STREET '. __ � .,-- .. FtT I- _. - nc."'. a X WE, FIL 31314 i CiW_C4,_, I--, - _=1=01tm 21 1 J1. �.,, ,18�,� SO ,A�,� - PHORL (O-)68-7b�al ra (-b,)M-OM ! OR; ., �__ - -I- ­004.1-INT � 111"lintif" , ' Ch- 0 OW I 9 -.1 A,-, I - I - . I - � SMAWOMIWIMIC __E.�aE t�m 10TAWII . - - - - . ., IN, l = . .,­ - ­­ " I , — - J19N DEJAILS,EO REGULAR PA LS & IA DO DETAILS FOR INffA=0N IN PLAM MHOM INSIALLA 11010 EXISIING POURED CONCREILDR, ON RE-TE LOdK 5IMIURES Q20M 0= OR W= , M=X11P700LMATE FEMALE 11 O,W,RN,E AX,MX, - - 3/' ­ P . VAUD FOR F&LM UEE SM AND E-Z HAW MN Jvm . OF W-Cid" � � ISEE — 0. - I �_Sii; 11 1. ---� LEE SCHEDULE S ON, A SHEET 11 1. M V 1H -1 " 11\ I - SHEETS a I.ROUGH .) \ ,��,�` -1., - - _ ,,, J t* _i . � � Mir, - � 1,� - - *� " 4 I , I I ,�� __ - __ __ - ___ -, F " , 1/2 QW r L, CC , - i i I " __ — I 1�1 I �,_ .u., �== ; - X_-1 � --r-9,1i - � I I , T _K � _ __ - I � i I - O "', kj� - I o- =&!N`U`ND` -11 ..� f � E. -�_ UF 1 —W-1..—.- -I - il)_91 ; � � , __J i , 1_.:=Kr i I �:,, t� I � i ; ". � I ­: 13 � 1 t� "I � _ I �, ,-I .(I i ,�; I , - I � �r .C11 1� r 1 I f � :1 i e .L_�14� III. I , I � � l I -_ � ,-- - �l I - � I Li"Nitt.- �Ll ,Inlz � O_ I l � , R g&ZWCU __ �i .,r � ___ 77 IN, -1, - - . J I ; : -01 CONCRETE MOCK 1 . I -ir I - -) IV ii 6 ROVOW. I Gi'� I - - �� I - - I I I � CA Ile ­-­ &A*401 ` ..!:rs .... .. ­7 �P%' I I W— __~ 11 , ,I,- I a L _' 1 1­__1­1­_­1­.. --I � _ i . - '�;e - - � I I I g" I I QA"7��N), 'w". 1, . I "`A`.�r i;i M-a-11 i 9 -7 I M__iI i =Erm- - -Ap -I- 0 __ � __ -0, i I X� -_11;1 - 'I — - -1 I 3a 1X,IC`IA1 i '"' - =.V,r�. I ur . - ; - I I - ... ; 1.____Y', IN 0 I N*""L - 0I �1 t - , 5 - I . i __r , (1-0 � IF - i 01 i 1�, � ecue"I I , I I - - - — R. : i ": ir. \ 1 I I R \ ��'/' -i ­.�rl. 1� I 4V/1 I � — � ___� i 1 - - - - 1 --/17-1 �1; 21 1 __ 1 7 M np .1 i ,/ ,,­\ - Cl ­0 11�_' I - :1 1-1 i ;_ _�-71'-T7`;�,` 1 - ,;"i- - " ` , -;,� I I , - I- DUSTINS POURED E'D. ,,", I ,�, L : _/ inrm= CONCRETE OR - - f ;� ; I � �.' 9 I � CASE PA MM) I I i ED " I . CONCRETE SLOCK POOPEO 1. REQUIRED. � ;�� I "WING "I � C-L I SCALE a/16-1- CASE 0 (P --- � I I CONCRETE an � , :� I __­_1___ --I SCALE 3/16-T^ I .,� �-1 � CONCRETE BLOCK ," �; i � .. I . � - __ zar=. , � - REQUIRED I " P -Ir— '��t�_ �evn 0 �Fo� i'� - - - ­� . ! I " 1 4 ­4 m- F ,,,,� - I— - I -1. I I 'I I; 414 .-. ,W ' , " 1� =-"* '"" MO 11 OlIX-IN OR PANSIVATe , , RUNS ID AND AN5 -if 1�'� I 0001I AKKNOXIT _� *M_ 1'­,"� ,� - , mp , ..f== I I I&VAL � ... SIM ,,, = t.— PLUS OR OF 1AP-o" , , ­�,_��,".',,�*,��11 I . -1-1 (�) [ = ScKtKILC ON i 04 SAM a THROUGH i -1, i WAII. MOCK (DAW "I, 'r � - BUILD I - " ", - mi rUNTINQ � -I QVIRUIP RIV00- 1, - ... 'AND, im SCALE 3/6-1- §-02/K. 14 ol"Wo W" -A \.0 �a) �/ 0 1 - I = = KI Wei F EXISTING * NEW I- WIDE . MARES . V# D. -t EDGE DISTANCE , 'M , ­620UININC , 7,_ ­0 � i .0 I , I � THICK ALUIL TUBE OR T' - SEE SCHEDULE ON, I ICA -­ I ­ - � -- .-EXISTING STUCCO/ P T� WOOD PLATE SPAM . - SHEETS 8 & 9) - - - . � maypoll) I i, , WOOD BAND 11 I - - ��: I ­01 �� � * NEW I' WIDE � VARIES a 1/8' �_, I== ,,, 9_Q!1_ / JES I -- I" &W, TUBE OR 1* � VAR 'X : : , " " PLATE - - TOP & BOTTOM WOLWT114GS CAN BE "' SP "I I � I , / BEHIND TRACK I'll 6 ,:' " . � I : COMBINED IN ANY WAY TO SUIT ANY CASSA4 � " " . -, INSTALLATION. (5a SCHEDULE c,Y -j . T I SHEETS a "WOLO, 9T­ � .1- - - ­, I ��,�, 11 K rom, , L',,­ - I -MCK C Z;1�5� 4K�.R A. T1Qf,1,,. - __ I � ,:,) i . __ , " g6 I, 7��, ,_ 11 = L-1 . EXIT*, 11RO , ,J,NcT`T.r I :ZE�_12._�11_1. FLORIDA BUILDING CODE (High Velocity Nu cone Zone) T= 1 112;.�, CONCRETE BLOCK , OXN, , &= M a _�.ctvn� ..R.,Ri � CONCRETE OR " w7ip� I % 20 "CE CALVANiZED STEEL STORM PANEL �111 I *. c2m Itnicc � r,,,. ". .=) 3 . '"" S ` No 44167 " = VRINN REQUIRED W nMcK,,, mocKr = . I All SECTION X_X 2 *. . s_;--, , �, = : * (�__­iG ��'S__ I 0/14/20 SCALE 3/fi.,- . ED - -_ - GLOBAL PROTECTION PRODUCIM LLC, - S�_ S -` S or- - - ,�> / IILIIECO...� , -, � � erg$ _�O.* ' REWIRED JQF QR � ". 61 STRION AO - ., owl N_ 3331, � � �, hU,M TESTIMIR . 19 V .. , A IDIN . , tKootum" .0NI IT", l", — - - M .. - _750� fw 20-176 , I ..... ��Jqr i V.t.t,:: — . M C.T..,- - , � =_!IC, . C.-MOS712 I Ni4T,AL>i*A�/WW,.RE/I*TC -1 , . . - I � �- - � �;-_- L__J . LWR V%�A. TRUTT 11, PX_ � I - n,_ IS&M . A a 1216-7 - __ . INSIALLAIM DETAILS EOR REGULAR PAMELV� INTO EXISTINO POURED CONCRETE OR CONCRLTE BLOCK,. .�JRMQTURE ANCWORS� FOR CONCRETE SEE SCHEDULE ON SAM $1 -, _ 7 -gr RED CONCRETE __M M"CIECK 0 __?I� R r BLOCK - - -- - ----- ------- _, - - ..... .. - FOR WOOD SEE SECTIONS ON SHEET 12 : REOCONCREIE BLOCK e URED , . _ _ — ANCHORM -(scr SCHEDULE ON � REQUIRED I ___.__rKSREI1 . � � I - . I REQUIRED I - I— M � � W.-r-I T :3, Wit, � 2.6', 3* M..' '. W. W - - (MIN. ON" - -1 WHOLE WiLEY) k 9. M "a wa 1, I&I. I . - r*X0 WA - � I � SIM 9) I I . i I . I SEE GGHE= I : SHEET 9) . I � 7 1 SHEET 9) I c � - OJIL � ; ! 11 - , I I I I --- T_ 0 I � - T"� i I . � : I . -1 C -, _.- ____ I li� . � I t $ I -1 ­_ - _1 L �': , ; ±;� I I --------- - � j ��,�" i il, I I ; ,, . � 7 � � I I I I I I ; -1 .i I till I - i I I- - I I � � - t 1 .1 . I 11 i '' ! . � �-� f, !-� -, I 1 � � ! , , I . � , I 1 _`� E---.Z� 'I � - , I I C P I I I I "I I ----p, � I , " ! � I I � i 11, I L I ; h i 1 � � I : I : : � I I i I , I � 1 1 I; I' i . . ; ; 1 . � : I � ��! � . . I "" i 1�' i I'll � I I "I � ; i I ' I I - ' i ! �_' I � ,,,,,,, ; � I '_'� ' ' I : , . ' I � I i I ; I I � � � r , � � I - I SOX I � [ � � I I I , � : 1 OF %* . 1 1 I : I I 1 � ; : i � - . I � I � , - I r- -, j ,3 I E� I I ��'� 1 � - 4,v � ,D. ,,,�', I r ,, ! � ,�, --a I " , , , MAX i I - _11--J-­­� �_� .,�_� � _ , , , L -r - �; ­____­1__.I­­ -1 I 11 -, --. ---I--,, -, . 1� i I ! ��,_ , , , � I , ",�, � - I i I I . I �,� I I 1� -'$, -� -�,�,­ �� *,,,M,,��, , 1 1 1"t� I i ,� _ � � ­ � ; I I I _�, "IN � : "__ _T I I , I , - , � I , ] , , I i � i i I . I � , Z ,�, !LIL OQUE W/ � 1 � I i K I - p � y , 71tril � ! 1 i I 1 J_;�,,­; ,� � � ! , ,I 'I , � � t � 1 0 " , --I, A - , �, i 96 I *',=," I � ! , I i "a ­ __1 -1 F W �""" - I -9- I V i I I I I ; � I Ir 9 i I 4 . L I ___N, i I- ';my'. I I ! Z 1, - . . I � , , ,,V�r �4,1 E,C� � � � ­4 � � I j t i W04AP A , i , i, ... � � _ J , , , i i � __� _. - � � I � , 'I , ��� I � � : I t- i I. 4­ � I F;, � i � : 1 _iA , - � I � I I J , , 1 � � I i � I I � , _�. it i L, - - -, " - I � . � , , , � I � I , - I _... _ - - �- , - 1 44 I , t ; � I I � ; � I t I __ L ; I � , , � I :! , � � � ­_ � � , � . �. � , _ 11L , � : I sox I b� "I - . I L, " � ! � , . � 4 ii-,Z-.:t--','..0, (�. -k- - - ____, ,L, : lovow I __111 _1 i � T i.,/,-'v--,W/-,, i " � __­___, I 7 I— I+" " � � i 6 il-1-1 I ­­ T�:, . I C_ 1* I , I �A , . 3 " i ______ - - I � ti I � 1 mva,*� � I I ­1 1, - -­ i -1, ­1' - , � '�� � : � , Or 'L, I I � � I ''I � , . 1 " ! Mo � 'I I ; � :; . : . 1 4�: I , I . I I ; � i � !t � I I � I � ! I , � : % ly : __ -­- I , i '-:-� �-_- --- .�_ ­__. I- __,!�_: I I . --,,;-_-7 ;, ,� � 16 I,_.________ - -, . " , __ I F - ­ ---- -, ��. = 11 , 1� : I I I . r � ; I ; I � I I I I I I : I I I r I I ! � I . I I � � L � I , I � I -1t; 8 , ; I I ig I : : , I . I I � 11 � I I I � � I I Ln=��", I ------ T.- - . I I I I I I I I I � . SOX - . � BOX �_= I O,- V I =-� (a. ! ! I V ; - 1 . I =1� I Solt � i I __ Ik am Lem 3- t�­ 3--w- 41111.1111011.142 11 Ot. - OiL.0 - 0 OF : ; (-D MAX 7t=: -_ I � I I . I -_ -,.", : i MAX "I , - I I ­�," I - _3 - 11 : i : Or IL, : ; MAX 777777 ' I. ,,I, ______._ _ _ _ANCHORS: FOR CONCRETE SEE SCHEDULE ON SNEET 9 _ ,- _ ,, _� - � - : I '. ; i i 1, � I � I � -�� � : - (D FOR WOOD SEE SECTIONS ON SHEET i2 I C �111` , ,�� I � I �,_ NF7 I I � , ! ��, r., - , ,,�, � !�� &C,12 C, k L� , � i , o " I , , E, . " L I ,�� � ", j ; I , "' I , , ' I " L � I , " - _ : a ELEVATION REQULAR STORM W�/32;!P& a � , ; I - I : 4 J4 I ". �, � "" � � . I __� i . - __ - I _1 - � � LE 'I 4 " � I i � i � ::+ I J 1/.' MO. CAP " i -, I i , � t:___J t --;- - i/, , - - ,/ I I /,�, M�. � : " i I , 40, � ,� - " , � I �', , - , � E " V. WIND NOT / 7/8'.3/ __ � I , "_ , " , , � 2.67' -I,------ - ______ -1 _.__ -, __ - - ­ _-__­ - I � ­ I 1, I I 0 12 V2. ox� � � CONCRETE McHms --- - ", - � �1'4 1 � 1. � �__,�AL" ANCHORS SLAWERM ,i I I � CONCREN, ANCHORS I . - -1. - (SEE SCHEDULE ON I ; I - (SEE SCHEDULE (A 1/4' � SHEET 9) � MAX, �u S STUD (SEE SCKEDLU ON HEET In I I $KV 9) I � I q - - _99= off OR SE01014 A -A Mg.) ­4�= M OR __ __ 7�VXWOW REQUIRSO so" 3/�2-.I- REQUIRED IR "LL MOUNIDN9 REQUIRED ECT AND "L . � -.& MPUNTING DIRE0 MOUNTING IN51A""ON sigin" SCALE 3/8-1- INSTALLMION 1LOWR Wigff -,�j,,Wr.I;,, A V� - IIW�11!1 V ,* ,9�. * ", "I '* ls�_ 1_1 ��, ,tycll - CODE (High Velocity Hu FLORIDA BUILDING cone Zonil)l ED. -(EDGE DISTANCE SEE SCHEDULE ON - HIM TOP & BOTTOM MOUNTINGS CAN BE . i i i . No. 44167 ', I i *-, � * I�Etm"_ r_0 � S ��> 'ATE 0 * - ,Fhoc mimc. � 20 GAGE GALVANIZED STEEL STORM PANEL -_ -_ GLOBAL PROTECTION PRODUCTS, U.C. '� r.P ORMP, Wt. "W"R'" SHEET 9) --------- COT491NED IN ANY WAY TO SUIT ANY INSTALLATION, _.-. " � �p .� .J1 �"Eg.. ,8%, 3*1 61 STREET , I C'e".. 'i 111 =,i - �' 041/;r S. , � � W., O.4na " �,;, r .. I � , I& (".0 '010 20-176 "'%' SIGNA' - �� "'11;, _�� _ ,�,!_� I -.1 ININNO, I-l-W — I- - - - 0KAMNa - NNoNt%*01�`--"`—T` ,-A + --�,_Lg IM i " 6 OF a - - . U) " a) a) C M 0 " L. = W 2 < Z Z < ___1 a- -6-0 a) (3) C_ U) ICU > 0 L_ CL CL < _11-0 0 =3 _0 0 L_ a- (1) U) ICU M SHEET NO. SH 1.0 Ctl da ',sd tLla^JNEN AHONOR2 WALL AND FLQQ,8 MOUNTING iNSTALLATl,0N--M �W"N"�"➢E�' PE L➢" +SS.a D�sL. -x.0 P A (SEa xalmUlE, SPUT PANELS tE «� 1'C`: - y1�1 X IY)t/ah TNR.f BOLTS. ,+041HG I YSY.tff`#-4' :�.• g•r91118•fp•_n•• CONCRETE I f I/4'I f /f 1 ,Wm TYRE i i Yet. - t-.... fA,'m /ieeL i-(-• ...� 1 _-i I ' �' feAtRRA II L..._ 9➢i}•Yn utPO : (DDe>-T♦AUQrJ 1 trm yea ar> L I d __( 1 A i { F�' wnimel (s� i /- - r� - 1• , uW♦i Z a�`na_r 1 1 f DF GALL B a AA Foar A a m P a/,u r av &x a I { 1 .. IF, P1,9:tD1 1' a ,• n WW �.•..__{'_,. I' Fun t/2. I- PafET8A711➢1 111 _. J.v l.-_....l �a�._j3- >..,.. L.. `: X CALB, meat . L } i.... .f . _ ... ,r_A, 1 i..,,_... �YYo CX SHALE: If+`.x' I` SCALE: 1. A } ! A Ptr+Db P o.'. MiNR 77 leK *� Ysb+ � 1 ae Iss.o D"Na.i -Taa was vx aFIfA I", x "'a not nw. SSia6'S-Te I I` -w j { ji t i rz /"( i---,mow :♦ Lm. HTN[IRATPw atP mi P. A1ete I I I '`T ss. �itt'�i C a.c Y 1TmlRN� ( � FAIEL`-0• Mw. PHd1 I + (� �/4ti ifwu ePvs 1 1 , A 2 � IIJ - Hun ANrAF H . . r5Ex�Aim 4TYs x a 2A Y I® s (T toPT4 actroad qf. ; � "CON N AY = (%£ Ytat1R`+ _emus• EL€tL1lT16itI $EGIiStN E SPUT SIORi4 PANEL ELEVATION f SCALE T/4"+IT" SCALE 7h"y+' ta°rew,naty SCALE F.H)E LS .,. .•� L T " 17 p i1U1I ION Sf%41Fn1iIr •"`•C MaP. NULUON REQUIRED MIN. .+ 'L_-4 cmNAm AACH4R± SPAN (R) • TUBE MULLION " (a'--e' 2' a 3' z IjB" T Y ON 3tf6PULP ON SHQts P d ➢) AJOUNINIA \Np AAAA AY"G A:71 ' > 4'-6' m 5'-e' 2'. 4*. 1 fB' 1 I ��_<' ANAL w W-e' I RATIO tD+PfN d 7u -1. MiAA rr x.a P+t_ -Ten D�f. r •��'•y�C.Efil$/a`' ✓',� `' > 5"-8• iq S'-,A' z' . s- . f/8'. LhpiRF AHCJtIXf➢ t a (' s ISPA ➢pRDNL PN Nits e k ➢) ��! ;,, SECMfe 1. 3. SewET f - No. 44167 _ > 6 -50- To W-D" 2' z 6'. 1/8' SECTION 1 SCALE 3/8aT' " Up IS i55.OFO.Ri hSD2DpE3Y50yDtpL�PRBE{55tiNE MTNG •• ;AN 5'STD '6 LENaTN. REtREa NOTE MVWaN CAN AS7 8E WSTALLE W/0 STORM PANELS ON TOP OR BOTTOM SO THAT n R IACATED AT 57,E OR BOTTOM OF OPENING PONE PANEL, DREHLNO W/ rUSE TOP & BOTTOM) INSTALLATION DETAILS FOR REGULAR PANELSCl) & (t INJO EXISTING WOOD STRUCTURES J ' GMALLD 'I - RAWG- ID N+Pn wa? 1N¢ tOpve • i PP I: C ,P W A iwAffiA. t: w R4P e➢K I /f � 1NENw> gwPY[VAY U.R RDPw➢ r PL, 5 / 1AW'N.RMSrf'S4. 4 )PLO, / N W tltaWdpD¢ IwIBR 1 fYa !r PDr➢,mP PD4)NM1TPtt H - .,e1 ` I W,. 111R,:WwP itP[mEPN1 Vi (�Wrti ♦OW II''. ' •' HLICmtR R ♦ilD ttMPu¢wR, 1 / I aw -'+9 WLtW scan ArA➢n. m sa.n (( �la,o DPw 1FAttR- Now JJ 1 _ NJW T1aE YQ/ ,D.3 sale - r m Tw taP rn rwae r.. �i ♦ 0.P: ' )'• i 2 • f u , i 'f -GP•-' n4 1(x' Tr Mu AT9HWL N! I I/A^ t�tD P $ 1 t k 1,rMN If, r� 4•' t f -,,W' P t I�APC II TE ' �' i C^.:..' , A '� I •l� ice` (,I ' G r i� 1'rJ' P• 1i. 1 . I T WDe iu T _ n r'Ir�'Eeus r us. tr I ON ,a,�'t•aY°ubY d1 w PAK agC1. 1 WALL MOUNTING ? 4 INSTAUAIM - ALTERNATIVE 3W A w>4WA FAaf♦ u t/r• Ps SCALE_ I/4' � t- ' � YY♦xWiBk i a� j ro hew H1PAe , ] NPOR AUA - BUILDr-OUT MOUNTIN FtovarEa I v �+PeYauwxxA.mP '--a ==W..yA T rAy- tP.,t1//�r' 'N.n: i! nALLA,TION ALTERNATIVE i W E- f--jQ , NG ilk OOR MOUNTIN _ALL Fi Y SEILL_ i"I G Ac ,OQR OUNTiNG d S - ��� •j(QUNTING INSj�(J<<PION - ALTERNATIVE <Ltt i"�IIAT(ON_ xA—_ALU`Ni7tVF„M (SECT" AT TOP IS LIMITED TO +5&5-67,0 MAX, SCALE, 1/4" - 1- J} ,j�ION -ALTERNATIVE 3W A.S.D. DESIGN PRESSURE RATING) SCALE: ife 1- SCALE: 1/4- i' Tr+•w3r !�• i rr NmD Prx w I rmoa,� N> Pr9, .I,AFn __ ...__ _ rPCrdR11�eNPnwsm Dad tl srMa oa E� IIOUNTiN© NOTESN AY\Jr\"RI IMT�L4t AAAAAMry ���T 1/4•��r 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S,D. DESIGN LOADS *� •y'(Lti.,•••"•. ;f�t/'6y �;•' ••,' UP TO +55.5, -724 ;, G.J. AND PANEL'S LENGTH UP TO 8'-B-. Eu i$f$ '« FLORIDA O i Velocity Zone) 2. FOR NEW WOOD FRAME: CONSTIRUCTTON: WOOD MEMBERS TO BE SOUTHERN �. • '. _. LDRIOA BUILDING CODE H h ty Hurricane Zq..o. -_ -. d2G'tTN T4TECq P0.': ?D GAGE GALVANIZED STEEL STORM PANEL PINE NO. 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. '• No.F67; y0g pg OMBWATION OF -�Ttr7N : z �L. J GLOBAL PROTECTION PRODUCTS, LLC.TKKK, a w. 5, TOP & BOTTC)M MOUNTINGS ('TAN $E ``pfi '• i R E.'L=14COMBINED yt ,./�.3 T TcsANP a ENotNE[RW9 CPfwANY IN ANY WAY TO BUT, ANY s F �?^ ..p xww�LeaPwm�� PTOFIE i➢54)6NN� -73f5, FAc: t9x-an] I20-176 S••... • ,�TYis w w.. Lxbl N-,stb . am» - AAAfAAAf/I INSTALIATIQN. I' UN\'"" EEC *ASTER A TILUT Jr., e a ap�IgK CDNGWETE ANCHORS CONCRETE ANCH I* FOR to'RETE ANCHORS, SEE SU%EE'UL6 am SHM f4• (SEE SCI aux ON ;., (SEE SC}HOVIE WI ". FOR WOOD SCRIYI $EE SEGTw1H ON SLEET M '-"� SHEET r4) . IA 2/4Y 2Ay'•4, V4, R 4/4 1, 2 & 1w 15 1, 2I & 1w/15 POURED CONC+�tE �:i. t' wA.` / "` N" T• mn. j.25D" COON ( - .5:ap' ) a Woe z I -.• .' .- ti} POURED CdNCRE,E NEOURED t i i I i I j T i Iil�i l; i ��I��II�k iI I IIVF 1. 1 r , ) IF � - �, , 1 IN ( ��)< FOR T.� ARIA P+ I m GLAS%P�MATfp` 1 a1/EVE2•"rD,E. � � a1/2�`G.c. $ Y I � 1� i i i 1 I !` i T � "� Ek( i t I ! ` 't i'wAi° M,AGft9E t 4- t' NE i h M�6 S f I Mtn. CASE %B ( ) I w G I SP WM W i ( / ST'EEa/Ulg i } I / R / { TO S2 9 EEEE D.G, ( Y 3' MIP rASE tt} (PEE DEN, t/ti)I, 4 f2 � � Tq a3a a t/z O.C. S I I fy ISLE DE7. 2fTA) Ly f T Tyr 7 (f (([ t V( I FEO ii D1C/iTIKs W i1 E:j! EK S1 t MT NtttDw,CA) e 1R Z AT 15La1g /A fTi Ia 2TEE/ OQTE II f. (SEE DETP OR[p I 1 I BLOCK WALL REQUIRED O A 2A 2A/4, 3/4 OR 4/4 1, 2,A 4/15 411041 2 & /w/is I ON a ON LIF SAFETYRNATE PANEL _ I AREA WING LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE 7BEUM t[EGUTAJI PANELS W/ R - .-.--- SAFETY pme- -^1 WJ0 REGULAR TRACKS (SEE NOTE i ~ CONCRETE AIXINOR^> ! / .-.{�',. BELOW) W CAST PADRE 1(� TO BE INSTALLED AS LIFE St (SET'. SCHEDULE ON �/� / . - WIAMi OR SLAB P E I4.. AlF O M ALWAYS BE PR01ROE0 M%`REAR RAN LOPENING E E �1- A� ,I SHELT 14) �`( PR1RID oGNCREfE i AWN, MNORON) TO FAC3NATE HSTALATION IF INTENDED ifG1H CO CoM, f-,•.f•T TO BE OR REMOVED FRp4 ItfSiCW CGNCRiti ANCNpWS } - :, jmf?INSTALLED '- OF S,t'NMTWRE (BEE SF 0SHOET 4))-`/ -----EA. W TION WALL Ai0UNT1NG INS't"ALLATION WALL AND iWAUJI110N SCALE 3/32`-1• R -_SECTION t scAEET 3fB' - I. - SECTION. 2 SCALE: 316' . I* �A � 1 ' !mot ft` N h. fdP GAP NOTES ON i S F' �d[FTk' N,(�I(�Ai.If.1.��.1�1..1NST( t t�ATIOt4,: I:. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) - `- t 1 OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS}. 6 ((At NOTE 4 THANWIS B LtAALLTEtiHA'M LDrAnON 5EE NOTE f) LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADhACENT TO RECULRR PANELS AYEANRS. (W/ OR W/D RE.e" TRACKS.) NOTE 1) 2.. LIFE SAF£'M' PANEL CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL AS SECTION 8-$ PER CO!MPON�, SHEET 2 OF DRAWING, SCALE 3i32`m,' THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE #!SIDE OF STRUCTURLIFE E,,BE J. S TOP TRACK TO BE COMPONENT BOTTOM TRACK OMPON� Y S• 10Bt COMPONENT �7 BEINSTALLEDWALL RISFLOOR MOUNTED FOLLOWING SECTIONS .��'`"�iG¢,I''•T1N�i1'J'; 2 ON THIS AS WELL AS DETAILS I 2 ON �3P: SHEET, & SHES 14. y�tjENS�r 4. Min. LENGTH FOR COMPONENT (IDS t5". FLORIDA BUILDING CODE IHI h Velocity HUtHcana Zone N0• •. * Mo. ANCHOR SPA41NG FOR COMPONENT ANCHORAGE AT BOTTOM IS GIVEN ON c � Y¢tlm 1LLTEN, aAc 20 GAGE GALVANIZED STEEL STORM PANEL F.P. SCHEDULES t & Z SHEET' 14. ' * _ RNTN on' COMPm E)4T MAY BE PERMANENT OR REMOVABLE S. SEE DE'uU65 FOR INSTALLATION INTO WQOO FRAME HtALWEET NGS 6N SH55. T:�'S° ,- AT1: p' _--�'""1 it GLOBAL PROTECTION PRODUCTS, LLC, '. - - VIGO S.W. 51 STREET f>+i tC$s n••.• 5. SEE SHEET + FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSrALLATK)N OF a4' J "' tUT n!BTINQ a NEFfilA6 CDY ANY CAktE Tt- 33Tt4 AN AA v�A`U "" < Ama xv)�weWrr'°P: mtK (WSa)ee➢-r,li5. €AA: (954M6G-b]➢? 20-17iY TP.ACKS BEYOND STUCCO SPACERS AT INSTALLED ADJACENT AND TO O BAHOS. 4f lum°i.�,`ns+v'x fWaQ 11 JIAN,AaSi CA -BOOSTED Nwu,Y. DMWIfG NPR. Aexw Dna Dmw Am 'P.E 5#A4rSIPMTU!✓FSQAIE WALIER A, 11Li3T Jr„ P.£ WP,x_w SHEET 13 aF 24 MAXIMUM PANEL LENCLM "V_ SCHEDULE HALM IWO.r FOR PANE15n &M5d I STALIAMNI AS PM SECIA'M15 1 THOU in. M 4NF1TS A- B A, At YAkiuwi E-RDI.E 'FA1M+D°RIP t,t!•7 Ye. P LLTiGfN yy}tAR+W PAILCIgR csEE` ) i m UwS€ PANEL Pl E m ScCO0 THEN a554, -72A T-5. OR LOSS j 2 1 j#' UNBOLTED I THRu 8 A] a53.8, -72.0 >7'-5' TO 0'-8" MPa. 2 3/4' UNBOLIto 1 THRY 5 & 7 ♦55.0. -72m >8'-R' TO ,1•-2' Nat. 2 1/2- ' mlMTmOSRmw,G,N B •HINT. -440 .- 12'-4' OR lESS 3 Tj2' ) ` N 0. 9 $ ,0 ' SLILETED W/ I/i14-20,1' 5 S Ma ! 7WNC1Wff AT gt'DPJP a YN[dENOLH # RLHM NALIO ONLY FOR PANELS(•)& PA. O&TAISAXIONS AS PER SEiRetN9 I THRU 7.ON SNNFF,S A :k 51 MkU" A.S.G. mm PRESSURE RAT9G SP.e-f_) ANKH" ANCHORS SPACING FW £A e 3 s/,2' - .APPLICABLE TO P BECTGDR, & T LER.M ANAL ANY CL�fRNATOtf 1 LFAtGDF .' [n-) # 'RiFif I X;Pcw 1 CF TM-OMP CLK-N PAPAiNATE It3W£ D PANRMATE PUTS m ( tE ffiDGiTE TO GOffCPiIE Cg1�iL tE TO PRnCREIE C EYE TO [ONCII'm l BLOCK m OOifCtEl€ o 6' ) N/A I HfA H/A $' AiA b' AI/A it t S N/A N/A b` E S• i (BriimM) I B' W/A N/A N/A 8' NVA $• HfA iY H/A N/A N/A IV 1 NIA S" I N/A T N/A 2 I +555, -72.0 6• WA.. N/A N/A 6• NIA 8' I N/A ti NIA 7'-h` R LESS 0R ESS N/A N/A S" I NfA N/A N/A r #fA $" N/A 6• N/A(Tom 3` 5` N/A N/A tCi—i 6" 0" O' r b° { 4 & A(WITOff) € NfA ( NfA 12 1/2" -B 1f4' 12 tf2' B 4f4" G i/4"• $ TfA' B "I, 0 5/4" 5 g,R A'BDtT m) I FEE SKEEM to k It FOR ANCHRS TYPE & SPACING FOR 0951A11ADONS W* WOW FRAME BUKORIQ. VAIMAX ANCHOR SPACtNCS AND MUM EDGE O STANM_ ARE INDICATED ON THIS SCHICLUI FOR E.G. LOS THIN 00KA OD ON SCHEDULE ROME 410M SPACING BY BLATOKYNG, SPACRIO SMKWW ON SONFDULE BY THE PWOMPIG FACTOR. TOR THIS OPERATION TO K POSSNOLL REaUCm SPACING GOTA'tE0 ISM FACER S,YWt. NOT BE Um 1HHIH MNO`UM SPWW INS"= ALA LAW ANCHOR TYPE AT ANCHORS LEGEND, AwnMR TYPE _ -1/191 VPOON VV! NS W-nP) i/451 I+YPal1A* I/4b � Num ,1/4R Ai-- QKI _f/4'r ➢nn3FT IAn A•`l'a1IL4 EAfdM Dn) 3 3 3 1 3 Y 1/2 1 3 ''♦1�iI,wlArtg Lrer+N MJ ) T 3 3 J 3 t/3 A Aar_ to am MGM i '/v -- - _ _ 1 P tn. _ WA Lro - T ro u 1/4• to.. 5/6, LONG BRASS BDEa*4 W/ INSTALLATION DETAILS FOR REGULAR PANELS C i) & )Ili I/NY-aiW2• SS. TO Sr B ,/4• G.c SAND. La1Fs N.O 1/4' O.C. ,I Sr--w INTO EXISTING Y OD STRUCTURES .. tt PINT LD'm FEMALE IM m BOR NE R (NfAS U T i , PMIFiMAtE 14 R ANt£UMTE Plll6 C i2 I ' 0. C WnFI i Km, THREADED /a in' .. ..,:. , - - J'.a t . m fiFI.OER FOR ALL LENCtiP" SIP PENETIGtOi+ t 1 AP S✓SHlIDS d r{ L -./. / LP H NI T AP, PErHTMOIXN wom 7- � I + ,t , s r ,r : I i TDOMIK TIEKWA. ! i! q i 1�1 T` NRI+? A i E0T_. EQ1 ' tl= ly1 _ I 1 L I , k , yt 2 i 1 tkuN. E0• .t 1t Ea SL EO E0 4 2` ( 1 1 4 t N" 1 I { NFPLYFEO Z Z I HL 1 II WOOD HOWD -4- i ALTERNATIVE TW ALTER TIYf 2W ( SCALE 3/B-I' SCALE 3/8-1- l ) Ssmour I SEE SO LIVE of S-w 8 I TOR WTo T!d: ON e- "f FR WARAWN Tq GLAkB: i 1 ( r 3 o AriW e i EM£N'T' S7UP :+ y „ t EQp.._ ti ! Eap ry Cot I EO f1 I I J Eat i, 1 p £ -I 1/4' W), • 5/8' LONG BRASS &USIONG W/ f/4 _ 0.2• SS. M.S. r 6 1/4' CC FOR PANEL LL W.5 IA TO 5'-0-AND ff +, .DILL {j'^ta' 0 :, �'P4 } 3x' A,Ai I i AEGUeo, liy ))) Ij4. DO FOR LOG" UP TO 8'-6' NP+. - 2. PLAR, uatmFD tjII i,� f14-10 MNDJAM FONL. O OR P,/ANaF".LYMAln,E PLUS aI/2 • a o WIN I � . 1 (I/h'j,L16. bgFApEO FikEfMMM ALIERNATI E 3wALTERNATIVE �trto iI N1E/t➢ A MGWODor EXISTING ITD MAT FOR .' z w4 PLATE.; a At;iiNlt+. # MATE. SCALE 3f8.=1• SCALE 3/8d1' - ALL LENGTHS up ToW-S' U- 1 REQUIRED " FRAME jam,i�3�•N►Lf+ DIR 9 �AL�J-f.YA7 YJa r�. �� A;T�A��N ����5 a ANCHH NOTE : SHUTTER TRACKS NOT SHOWN FOR CIART(1' M014X. u"CAE 318a1�LBL. sGAUE ' AAifNtlttiaT�If4NNb ALL tf�ALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S,D, DESTCN LOADS)•�,.{[[fN UP TO +55.5, -72-0 PSF AND PANEL'S LENGTH UP TO yNAa `N.. ';' i FLORIDA BUILDING CODE Nf h vilooffy Nu One Iona) .6'-B" 2, FOR NEW }MOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. �`• . _ (w ITS c.k �. MORO r6mw- ZO GAGE GALVANIZED STEEL STORM PANEL - 4P t ' s =CO GLOBAL PRO CT OSTE t N PROOUCTSa LLC.4Baa SA. 51 st WTOP & BOTTOM MOUNTINGS CAN BE A� ,M�: •.-_. . TT:9TNe an1 . GAY¢, 2 3J3,♦ 2 COMBINED (N ANY WAY TO SUIT ANY Xr-176 s4 A ' w "" mN,:rg ,TM i PMOW_: (9a,7ae➢-1s,5, FAX: (wa s➢-"eT9r INSTALLATION.AA/FANtt , HtH97t. ;E �A1✓sLwAAnAE/G,A1x tA-WGeriffi 1NN,fHN A TWLt i:. P,E +.a®m, �P'r. sae �. m7 aw. r m t1-tu A • 441i)2 , - - Sf�T h fE 24 STUDS 0 EVERY OVERLAP ('2 T/2' O.C.) TO HOLD PANEL .--.....At END PA1dEL j I I j 6 t I 1 f I '. {t STUDS 04ERU { (12 1/2' a. C SSS To HOLD PANT Sja' W. (CASE ) �{e�ey�, �#)l�Ili�it�!»lei�iRl/t�R.I��I��R7�f•� >M ,i ANCHOR ANCHOR DIRECTOR rI MOUNTINGr • MAXIMUM e AA.S.D. 6 k ` i s ♦. AND A 'eArk .k a+.ix is `# e.�B ♦a ek aCONCRETE e 3T _ e> i /: 1 n1, •6 Y "0. DESIGN POOL (NE .T. RATRG • AA'Aw C, CAP -GOP OUX-0, PANEWQE FEMME O 1 PMW MATE PLUS APPLKABLE TO LEGIONS 0 a Y CdIONIATION OF THEN IANQYNFIf PANEL iFidOIH i' (1t) To CONCam BLOC:, CONCRETE TO &RCA CONCRETE To CONCRETE SLOCK TO 10111 IE To% COHCNETE BL)CTO CWGRETETo 10 CONCRETE BLOCK 6" N/A N/A N/A 6" N/A 6" N/A 6` N/A I & 2 (TOP) +55+0. -72.0 9`. 7' 9' 9' 9` I 9` 9'.... l' 9' I 9" 7 (BOTTOM) 5-0. OR LYT.S 6" N/ A N/ A NA / 5" NA f 8' N/A / S. N/ A I & 2 C"OP) -66.0-.-320 9" 5` , p 7 2 t 9" 1 HOttOAA (BOTTOM) r- 5'-O TO 8 +55 q -nY O 8' A N/ A 6` NA f fi" P4/A 6". NIA f 1 & 2 (TOP). 7'-b" TO H'-6".: B` +`. 6" 6' °a. E. .A e.« La1f MAKIN& A-13Z DESIGN PRESSNJRE RATPG ,A AGE I (SU r 511r W, nWM TOP OF NOSE.} 09 D (RDA a r Sal TOOK TF OF A MILE) APPLICABLE 10 SECTIONS & . COMBINAT!0 OF THEM lAA%1MUM PANEL, LENGTH LIMN TAPCON -m - C r m Ttr +49.2 -6lT5 y 3' 4 t/2' i 2/2' 2 (BOTTOM) 7'-6' R LESS +52-8 -56.0 3' 3' 4- Al 2 (BOTTOM) 7'-6" OR LESS +55.0 --72.0 2 1/f 2 1/2' 4- 3 T/8` 2 (BOTTOM) r-6' OR LESS +56.0 -720. 2 i/z' - 2 1/2' N/A NiA 2 (BOTTOM) 7'-6' TO 8•-0` +55.0 -72.0 N/A N/A 3' _ _..Y 2 (BOTTOM) T'-6` TO /_11 1__N ALTERNATE /---, O"\ i I O AT ENO PANEL '�=/I! '•-'d - ---�-- - , I I I I I I- - - 1 I 11 Ik ♦ rr- r 9 � ". _ • «ke Nei• •# 6 \ sI T1111u119, e 7a•Ile. ., _ 4 No. 441ST YAnwM Asa. ➢EwN CALL. PANI3. AEtNbTn nQ35tR,E AaTRNR iD.A.) 1" pt) [BEE sernma) � ant fT%.0, -tttl 6'-8' Y 3/A' E♦AMAYEO SEE SHOT 15 FOR ANCHORS rYn & SPACING MR iNSEHL OICKS INTO WOOD FRAME BULD018. WWUM ANCHOR SWINGS AM W➢HBIW EDGE WIAHCP ARE IAIGCMTE2/ ON THIS Sp,mULE. FOR E.A. LOSS THAN NaGTm ON SCHaux PLACE ANCHOR SPAG!N¢ W WLtek111O 6ZoM SHOWN ON SCHEDULE BY SHE FOLLOWING FACCTORS. ITN, 7NIS Gd*PDXf ll TO SE POSSIBLEE, REIRM SPACING OBTAINED UDNG FACTOR SHALL NOT RE LESS THAN mo-UM SPACING INDICATED FOR EACH NVGHR TYPE AT 048E R tE m, Ile, / E T 4'a f 1 '♦ / 4 1 / 4 t 4`♦ / AN(11g11 Tl#E - PRRXMTo - TAwRN �tA -GNfP PUS WN-N W. 4'A•"WAGING. (A41 " 3 S 5. 3 2 f/2 k(DPe PN,AK4 w tw..) 3 3 S 3 3 AMR SA. aaw a8064'AJ RDR6L I f2 35 as _- J. _ 1fm et 3 1/2' fIXr - tm CODE G MAXIMUM ANCHOR INSTALLATIONS INTO EXISTING COCREEIE A C=RETE BLOB STRUCTURES (VALID ONLY FOR PANIOS D& @INSTA IATIOW AS PER SECTIONS I TNRU 10, ON SHEETS 4, 5 & 6) NyA111N111}/N !(' •4 • z FLORIDA BUILDING CODE (High Vetocl Nurricone Tone) • No. 41=¢'£'m0• °�. 20 GAGE GALVANIZED STEEL STORM PANEL FP. motto TF , * 67 GROW eY: ST E * IL ECOIxc GLOBAL PROTECTION PRODUCTS, LLC. 07feW46�3° �4 14A�r .BGn W sl srt CT�1. "'• ` "Air A EN¢BtE COWAN, 1 0, FAIL 20-176 ' t •: 41'-"t� „ , tYeYR. n am TiONa: te¢4} -THIS, PTA'. tGa1 -81sT A r h.,: (NOG W,-15A4 N NNN Iit,E. SCAV'Slit,TURWMtE ,wv, s awawe. sa : rt..r PDwRw :«x. tX¢.N9Ne ft. NAZI A WALTER A TaW IJ4 P.E. WP +4-,al. _ ' SNEir 9 OF pe am LIE AA412 MAJGIAMf ,IAtiexR:t T SPACN4 wR E.D.-� � 1/2• "• _.. - - __ _ A$.O. e7E41CN tAPCCii OF YAP -CRP CAIA-,N ! a.WE',A411E PElletE W PANE{.MAYE PLUS +>pUp gLj APPLNNAf m sectlaNs l a MAxiMLRI PANEL PRFssuttE !onus m m � CONCRETE BLOCK TO CONCRETE Tq CONCRETE DIOCIt m CTRxTHiE, TO CONCRETE I @OG£ TO OOAK3RETE� m CONCRETE 1 8\Opt TO CONCRETE m CNXfREYE FFtDCat m rAHCRET£ To CONCRETE BlOCN AAfr ccvBRUY,aN OF TIWAI tEX6TN �.- (ft.) G. N/A H/A N/A 6" N/A 5' � N/A 5' N/A N/A N/A 1 (TOP) 6" 4' N/A N/A 6' 8' 8' NIA t N/A 1 (BQRQid) id/A N/A N/A8" t{fA. 6`�H/A_ 8' N/A N/A N/A 2 (TOP) 50.5, �-72.0 6". N/A BA I N/A N/A MfA. NfA N/A 6` fi" N/A N/A 5- 6* .6' N/A N/A � �5" 5' N/A N/�A-��v-,v N/A N/A NfA N/A 2 (BOTTOM) .7 # 4 (TOP) >7"-5`. T� W--5- OR �� 4" N/A NfA 6' T 6` b" 5' 8` � p N/A t.. N/A � 3 (BORON} 6'. N/A � N/A N/A $° I NjA tY N/A 5` N/A N/A N/A _ `r (TOP) B' ( +" N/A N/A B' b" 6` 6' N/A N/A i & 7 (BOTTOM) NIA NIA T2 T/2' 6 tf+" 72 Sf2' 16 tf+" 6 tf 4. ! 6 7/i" 5 T/ 4. fit/ 4` N/A I N/A S (TOP/BOTTOM} i50.O, -53.3 N/A ! N/A 12 T/2' 6 1/#" T2 If2` I 6 tf#` 6 7/+(" fi t/s' 8 1/i' 5 1/+' N/A t N/A 6 (TOPJBOTiOM} 6'-8' TO tt'-2` 55.0. -72.Q N/A N/A 6 1/4' ! N/A 6 1J#` N/A 5 tf4' 6 1/4' 6 1/4' 6 i/#' N/A I -5 NIA 6 �R/BOTTOM) '-8' TO tt'-2' NfA - HfA NfP. NfA N/A i N/A .N/A N/A 6 T/4` - fi t/4' Ifi' 5 I/4' 8. 9, 10 (TOP) ,�� --48,0 6' 1 4" N/A N/A N/A N/A N/A N/A 6' 6" 6 5jA' L 6 t/4" 8 (BOTTOM) OR LES% 6` t 4' N/A N/A N/A ' N/A N/A N/A S. j b' S tf+` 6 t/4' 9 (BOT10M) t2'-4° OR (iS5 NJA NIA, N/A N/A N/A NIA NIA N/A e if4" 16 1/+" fi tf4- j 6 i/4" TQ (BOTTOM} SEE SNRK£TTL tb, it AND T2 iT)R AJNCTIOR4 T tPE & SPACING FOR N5rALW10#5 INTO WOW FRAME BIMLEAART. MNRYDM ANCHOR SPACae3S AND AiPAMUW £ DISTANCE ARE NCKrA1ED ON nIR SCNfOUEE FOR CD, LESS THAN NWGTm ON SCHEDULE REDUCE ANCHOR SPACING 81' fAUL11RLYINO SPACING SHOW ON SCHEDULE !A' THE FpLLOWINU FACTORS, f13R TYYS QPETbAT4R4 '@ DE PQS$i01E, REpUCEQ SPACING ISBfANEp tRRG °ACT(Nt SHALL F101 8E LESS 11NN MBRMW +upACYIF. tNDNCAYFY) FEeT EACH ANCHOR TYPE At ANCHORS LEOD:N): A11a�iPQ 5/4.w SF ,f4'r_ [i HAP-bYtP ft �Mt� Tftd ,f4`d Yj4's PA161JAAlE � I;AI(-N BBtK+^RT t&L AtAIR SPAMG OA) -3 3 J 3 2 tf2 J t1�PNiAwR 'R,IFINN (Y..) 3 3 J J 7 3 9/] I4RDrsI t>ea♦w RNtA a+a ; - , 3 v] 3 I/1 , AL1tIK eA (EaBE F A •C T O R - ..^3 ,.N tAO I_NSTAI�fLA119N Q AILS FOR REGULAR PANELS;), A U INTO EXISTING WOOD STRUCTURES if II' ,4-M1q PAHFLNASi S PLUS $t D.0 7 t W s B / / T > T7REFADEy PfT+RTRATIR O i 1 E7O$7WG WOOD )1EAOETT 1' S : L 1 I H T H , 1 WOW MLeDFR I r 4 I ee{1/a` Dq RfOWfiE11- 1� I t" \,y iti -. I,-t O AaELMTATE PLUS P 46 f8 I' THSFi15ED OD HtDER TO N HEADER EXISTING WOOD FACE T l H T I ti, # {I f ! ]/Yp3/SY LAFAfY iiW > WOOD HEADER.-O,C g REDUIRE4 'VI kGr't" f CD _1 14 R TE S D PLUS 4 ANEUM / f 8 WOOD t I E ISTINED FN2eEgv$TH to REOV RFIS -'��` EXISTING W HFA0E12 I SYY WOOD f t !1 t ,r r ; w , H I 7 T .CARRY SHUO e {: Tan I i SIT SHEET aE ON, ` iTWkT B ' FOR TO - - g Ma. PANEL. LENGTH ,/. D_2P%, SS, I ILEA HATE 1) 0 VIT 0 I{(� S IN.E R - j SEC SCHEDULE ON rITMN SHEET a tom' r I' faN YNRf L_ Tp GIAi.... I --- --- '- - Mac PANEL LEHGIN s _. - teAai-zmn ss (SEE NOTE t) E t/a.-2aP+• sS 0EVENT vv X O fl�Rl�Plfl♦�.V tt _' - MPz. PANEL LENGTH (SEE NotE 1) f i t s i , a09 r f .. WAX ' r e w� ' GYM sm Eq. •. ,. ,.` TA 1/a'an I - 2'xi' WOW PLACE ;. j y T+-T9 PANELMAIE PLUS REQUIRED ,jf i { ' e T/i' a WfL a8 `.t 1 AGO WIDTH OF KATEjj DIRECT IN" Tm- I i i t T, , tR" , ..m MAX 7 Y E0- .. -«. �.= ,. � r 12 t ; D '•° 244' Wa OD"'YE ,y - QTw REOWREO . �'I,X` 1/4-0 LAG SCREWS a _.-a- D.C. STAGGERED W/ n TPENETRA� - AT NIDWIOTH OF PLATE I �M EQ. 2'a4' WOOQ Pvg K I •'1 - - r CR L` 0' O.C. Wf, i $' MO. THREADED M PENETRATION PNtE DtRLU 6C1J.E 3/8.1' MQUNT - WING INSTALLATION DIRECT MOUNT INSTALLATION MOL SCA E 3J8-T' sc" i. INSTALLATIONS FOR ALTERNATIVES BW, BIN * TOW ONLY VAUD FOR ABUILDINGS S LENGTH UP TO 12'-4!'GAGS UP Tfl-o4:3.B. -#B:O p.s..t; AND 21 FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, Wf SPECIFIC DEMS(ft tTl O55 OR EQUAL. ...,...-..•.......,,,,,�a..�. N07E F©,4 C19,�T1DN.tTF R'PC.TONs; 1tIiHi1/4lPKy AS A ; t�°• .•I# Tij(/j y f� Q,•. EN •.,''' + a G Sp s _b NO• 41 ;*'s FLORIDA HULLOING GORE (High Velrx031 HMrTf+GOnB Zone) mTccp, wlc r .. 20 GAGE GALVANIZED STEEL STORM PANEL „� TOP aorTQM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. '' f ,� •Y. "'' ___ Q .. C RlO ,.� ,i/.,, - .4' .. .•. d�*",..� frrA NAL l;rarS1 F'� F/ AAAAlAN} I11/111\ E pfpi'-'i g GLOBAL PROTECTION PRODUCTS, LLC. IL GC O /Nc.. ,aw S.W. 5T STOW a _ COMPANYfN)AE !43T3fa Td1iE TEstINO--�€Nid NAt aA 9L ♦r Aw, wds,+Twron n. mDa P'WIN£: {9Sf1Q69-75,6, iAC (GS,i469'e7B7 w.. ; fSmN s+l-tssD r.: a4N W,-wl _ -. INNIT • ♦ WATB2 I. TtUR'A.. P.E aP tt-iss b.w. - °7fAlm10 aD-176 ONANNG Nr DOLT iY M m TA N R I F ,f4#TAD SCB€ 49"G.c W/ INTO. EXISTING W00�7 STRICTURES t , 21 fAn. THRUDED PEfk'RutRRf I j ' Tp E3R5,5Np TiOpO fPlOfft j s 5 ,� II I L ( F \ Epq _ y I OUWER YY i 7 P T dt" 1 I A TF, NATIVE I ALTERNATIVE 2 4 1 JB' Yb,, j- -'4' i 4hNT' HAGtDK S2 (fTf=) iSET't t SeN 1 f f f( I I SF3'AtWSIRt f 1 10 GLASS. f - - - EQI Eli ' I i Eq+� EO f i t t_ EO + I j� 3 L EQUIRED 1 ' 1 s WOOD EDPLATE RFpJAEG tj v s3 TERHADY ALTERNATIVE 4 a ,� 3•RAaET)UGRtl t ° Y/i'w LAG BtA' FitlS Y S" t1i w/ T f/2" TOP. TTdN R ti 9Ja ppSjCAhRH BRANS &lt+.NtONG W/ t/i a-.2m2. 5.5 aLs. a s• G.D.. R ACT, N�aTI�9�D �E ANCHOR LOCATIONs 0 � EB�th.�aN0l7lahs PANFaT,a- PLUS • 6' oc. w/ r i/2' Min. 9CAL. ]Je' +• t' ,11SIM PENETPATON v0 Ea,S,wG NOPD MATE. SHUrnm MAE- NOT %XM no, CLIm /� _ALLOUN G I T1ON M„fHf� ff, M_ _LIB Is4� 1 "`TQ/, 1lV NS �9� '•• ,�ERNAINE • � SOME 3/Ir I" r yN�; _ hi0 T FLORIDA BUILDING CODE (NIEh Vefocily HUrrlGone Zone) zA'Tm°' 20 GAGE GALVANIZED STEEL STORM PANEL DRAR%2, oF 1, $ETALIATONS ARE ONLY VAUD FOR DIATDNCS WITH A.S.O. DESIGN LtNOS ttP TO ^AL•, ST E 'cam Cam; e]/26/f2¢ +551* -72A W Tan PAVEL's LENGTH UP m $,-r . y~i�0 .., fL. R1p � f i /1. /�1 � GLOBAL PROTECTION PRODUCTS, LLC.. CK E- 2, FOR NEW WOOD FRAME. OgNSTRUCteOk WOW MEu0ER5 m BE SGUTHERN Fj4 '••• •• r' (IAe E C V INC. ABOO SW St e1REif �kr.' ,I Pw N., 2,. W/ SPECIFIC DEtN97Y Or Ofi0 R EOUN.. 'ViN '�(Q i5`. \".. "� Tit p lNGIMEE NO CO PANYy tY.Yi,. R S1iT4 2D-176 ]rti. WWIaX arw3GW, >n HONg (95NNISO-718A PAX:. (95A)en9-6797 FNNYI )1H\N t + Gm5} 6m-,'e1a fw : HOER sn_,An Am w ♦awPow wN +m. w vNraNs aW TR+AMN4 NP: I P:E. SEA+fSKTrAATSIRE/DATE �^ G1-09PN6719 WAN.TEW A 1iWT Jr-. P,C YN IAf+' iR1EC[ f5 pP 26 N � U L O� 0 N 0— 0 N 0 '0 U -0 'L 'a^^ C O 0 N 0 �r13 U— 0 > . � e�0'� �/ T.•. 1LL�rr� /0 / /�'� w J rd LLI Q z z Q J CL U) \V O L_ (Q r► L U (/0 CL 'Q)'^ v / Mm W SHEET NO, SH 1.1 � - .3* MAX. I- AIN. D.M­L�j)- - - � _ ­­. ­11 - ------I--- . --- � ___ ___ - - __ ,__.._____.__ .. . +1 , r -, , I I I I I li_i � � T I i I � � � I I I i : I f L5, 1 il r . : I i 1�, 1 � � ! I I I 1-1 1 : - 1 i I 11 I _L ! ­­­, ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 A, 20) -------- - r* wi?4A/i7l WIC ISOM. AIVIT. M/14, 3' MAX. ! uw/ts, 7AW/19 A, SAW/" rI'vo, 7vW/I9 a KO/20 I' MIN. � - -_,.______..____--I ! ! I , I i I I I I � (DOR& , ,� � a.1116, i( � � � I 'L I T I "�LANWL ,�'r�L 01 c4f I I I AOAAA i M SAPM PANXL i I I q , I. � - - I � : ­ . - __ :%� I __L�� ____________ I i ��_� - ­ - i ___ A ,,, - - -=­,1------ 7 - " - - __ __j - 1 I - - . ....... . - - I., " �- ­ - ILI I � : MAX, f � T --] - �: .� , ---,- --- . __l - -11 � �,,� s';L U's I W � I 7t . � i--------T-i,,,,5,4----I��,,--Mi-l-s- t- _.__ - -_-_ ;"�_,j_---_-�_-_ -j_-_-_-t--j--- - ��, __ . t PANEL LENGTH , ' � 1. . , , mr= 3/w �, _ - L i , , -- ,I -_ %�Ar A? � � 'A r , � (SET SCHEDULE) I , I " , r IWORM, , , , , I : I I- I , , It , j , i _11"?, : I I , � - � _� � ,, � - , -,--, 1� � f I � . L I � _T__ " - �:, 11 i __ i T T"'1­1 �T` `� I . I� � I 7---, -� : ` � iTl , I '_' - , 1, I " i i � � � � � - _ � � I [ I I 11 I I � � - i I -1 ! , I ,, I : ; � �� , '" I i - .1.1.1 .1 I + . _ .. ­ 1_4 . , I -­ - �tj_--� - �, : , I i . � _4­_ I I . ----------- � . I �T � � - - ­ , L .if : �i k I i - - - 1 ; I L . I . 11 I � PAM BOTTOM , -40 I i I )I&-$09 1- - I r �• . 91, -, - --- - I �MA1M- �+ "4wffffUFTkq0w AM t� - � 7. 48/17, W/ 8. 3 MAX, 3: MAX.SA/17: "/17� 5011L I ,I MIN, [*UW/19. IAW/19 k MW/20 E=R1OR 11180/19, 7BW1 9 VWW/2D 1: ww.� ' -- - - -- - ---- ---- ---- - - -ANCHORS (SEE SEC70NS ON SHEETS 17, 18. 19 & 20)--- - - - - -.-- .-- -- - -_ OPTION #2 EQ8 UEE sArETY smam PAN LL'p Euvno SCALE 3/16-1- V., MOL CAP I - a=L" SCALE 3/161-11 I'FA.417L$i�,W-"!Jmf*-Rqzm;i,4*.I.ilj-,I:az";,It .., Is Lliol:izi-*;MqzLtjjzLtolTI;,Kilm"w-;, Zl:.4-mp.*zLqummn;w;14.1-514-1 MAXIMUM A,S.D, 1 Mo.: PANEL LENGTH MINIMUM SEPARATION I PANEL I DESIGN PRESSURE I L (ftL) RATING (p.s.0 I (SEE SECTIONS) TO GLASS CONDITION 1 +55.0, -72,0 1 s'-s" 2 3/4- 1 UNBOLTED CODE . 1 1,14' TAPCON ANCHORS 9 9. D.C. POURED CONCRETE_ ORtoscam . BLOCK REIRARED FOR LIFE SAFEIY MRM PANEL SYSTEM INIQ EXISTING PORED CONCREIE OR CONCRETE BLOCK SIRUCTURES IJ21, TAPCON ANCHORS "'. TAPCON ANCHORS 1,�4*. TAPCCN ANCHORS ­ -_ 49 , ___ . If O.C.O.C, O.C.4 2 D.C. Q I I POURED CoNcREMM .1 . I q '. POURED CONCRETE, . PQJREO , " ! " � OR CONCRETE . t� - - OR CONCRETE LL I , I , z - ff: .t 2.9_=� A OLM REQUIRED ! I SIM SEQUIRIO � : - I-- , I I I , 1% . ffffl , Lk ­_ ____I I I L r�___ ____ .-, M_ : i : f . 11 I � I r-,-- __ --I , - B'. O , , _ RED �z- I r-c- ED I .. +_ , 1 `\_7/6'- ft 4/412 - WIND MITI I 1111F, WASHER 0 12 11r at, I � I I . V4, TAPCON ANCHORS 0 4 1/2- D.C. (STAGGERED W/ SM) ._.,_,.LOURED =F"X OR CORD 1lOUNTING INSTALLATION - 9 MMNEL SCALE 3/3,-1. 2 - ..Wg . � _U i , . 11 ­ F Ana, I#) I I 0 I` �� . - , , 1, I'll.- I , I I I .4 I < "� , , I - I A . I I I I I 14 � , , ur ;,%, " � I � - , i�t , *ww " 0 . - j- I 9 Axv I I I 01,11*0 ! I I - __._____j`_ I - 71 __ 3 : ! : � I ED.- -., ! -0 � I ; 4- -1 . � I I � ­1____1____­I I � I : I I i �� ! _@,\ IIrlI/:1 � .A;I-;=o I ­­I614 , ' . D. (-�-,A I. " I:!"IED CONCR M, OR CONCRETE BLOCK REQUIRED WALL MOMIN .;� FE SAEEIX PANEL SCALE 3/8--j- SIT OHM 19 & 20 MR 000ORS TYPE & ANCHOR WIPE - - Y�l - = SAILING FOR INSTAUAT)ONS INTO MICID - MPOR SPACING 04 1 MAE SULOM WRIVOU AMD40R SPACINGS AND MINIMUM DOW DISTANCE AM INDICATED ON no _ *1- 0.) .. 3 SCHEDULE M* ED. LESS THAN INDICATED ON SCHMULL RODUCE VCHOR SPACING BY MATIPLY" SPA04 SHORN ON SCHEDULE - p.u`uj jcu-;;;r) 1 ADRsI� RMTTDIt BY THE FOU.OWWG FAMORS. FOR THIS OPOIATION TO BE PMOS. REDUCED , ,Ir - -------_ _­­r1­1­­ - -M - I SPACM WMINCII USINIF FACTOR SHALL Not HE 1155 THAN MINIMUM SPACING INDICATED Me EACH ANCHOR TYPE ON THIS SCHEDULE -,-A io- - - , -- --,,.---I-- - ­ - r - Tiw,--,i 3 ,,�r =1_= A , -II . %L , ,:I I 11. ; I _wv. F9 u`0' 1 � 4 3 -ET .�i� � v I I -z� � I j �hSK 1I I 1 ­ - I - i � $ i 1 ; � I � 41 I . -t ; I � �; 11 �I. g� I � I I I I I 3 �, ,-L � ,� .. t . r I I t , , `i� - I ! u'n 1 e I ; i ' t . ,--,'.,'- � , , . - -, � � i ! ; I i I ...,+ ; 1- -11 , III-7- - 1 a 1 . I I I � I � 1 Ien� I I I - -4'4 ' I " I j � i I , F---J--- ., - Lx_!�� I , _1 , , - --- t W 4 M.S, � IIr - '', 'SS " / ;�4 W/ i:�c � I 1..._I_----- " , " 1 1/4 0;�21W us, *1 I " jj,�j �41*4 L, Zq _ NUT WASHER /R��;1/2' . _,/11,0 32j.^S.S, ,4 i. MUG NUT WASHER I '11�1��'] 2 /2 O.C. ; I I is i � (BEYOND) � i : 1_ r' TAPODN ANCHORS � � � _ _4=40ON � i a A 1/2- Ox_ - _= �� ._WURED CONCRETE C004� BLOCK REQUIRED WALL MOUREHO INSTALLATION SECTION 4A WALL OR CONCRETE BLOCK 11ROVIRED MOUNTING INSTALLATION SECTION 2 REGULAR PANEL SCALE 3/8"-1' 48 SCALE 3/8*-I" INSTALLATION DETAILS FOR OPTION 92 FOR LIFE SAEM STORM PANEL 5YSTEM INIQ EXISTIM.G POURED CONCRETE OR -CO-NCREJE BLOCK STRUCTURE5 lit*TOCON AND-IORS liTAPCON MOMS " 9. O.C. 11 - e 0 - r O.C. I , POURED CONCRETE �,� POURED CONCRETE._. --- - v .. OR CONCOKKIME BLOM i �. >. 00 COACHER i&, ,� , ' , L , ,� � REDUARED I �j REOURED I F-'- _i �-c-17- " J!/4, F , - t!1, � EM". , A "I . . � DCHT I I I IV ! i I ISMAim- � I . C T r- I - i I � � � b2j, I t if I 1 ; 9 i I I 9 I i I I 1 J I L_ �_ -1 � ,1� ­ Sv I. " - ­ , ,I- - � i - , , ! I I 9 ; I � I I I I � 1 I n7=7 � EGA - � 1 � , I . I ; "' ('t`xj", 7 . I i I ,_ , i 1_1 I , 1 AWC-* PANEIMATE PLUS W/ � 0 1;4' 1/22- WINO NUT WASHM ; 0 O.0 ; i ,_ , - POURED CONCRFFE OR CONCRETE BLOCK REQUIRED A&U-MCANTING INSI&J.00N �RE�ULAR PANEL SCALE 310'-I* SEE SHEET III Ak 20 FOR ARQ�M IVM A ANCHOR TM ___ Yn_ � _04/wl w, PRI% SPAC49 FOR INSFAUADONS, NATO WON - en. AwNwit ,owma W) s 3 FRAME MILANI =ww=,:=4*,R= ..- Da) 3 3 SCHEDILILE FOR Eli. IM THAN IND"11v . SCHEDULE RED111S, AND" SPACM BY 0ULTftY14 VACM "AM ON SCHEDAE M. � =.* 0;4 3 AUP'L M am 0 .. gg Rk" -2-1/-1 BY THE POLLOWIRT FACTORS- MR - OPEMAIM). 10 K -am" RODUM ...... ___j,l_��_. ­­1­­___­­ - ­­ ---,-- SPACM(LOVAINMUSIMCFACTOR SHOJI 110I BE LESS THAN WN%RW SPACY4 WDICAM F0k&MFIAN0MT000RT4$SCHVTAAZ _, ,_,_, _�_tT J_ _ ___________.s`_. ,--.-- " - - __ -,-- - Iyo �c I 1 ) ilr ,1, ! L ; I I . � i ! � . = j A. � - � AMEN 10 I i � . I � -­ -, , � I ______ �r _#_ [_ - " -­ � __ - � - I __i _­i _ I ' I ­­ - T . I I .4 � I 1 � � I i I , , - - R . 11 I I I . 9 I I I � i t � - ,31 v e � � I I -3ft41rLj___ j_ _4 I�-I�* PANEUMAPLUS W/ _ A .11ir WNG NUT WASHER (BEYOND) . . VNACOMM REOLIRED NA"jjj��TION 0 LIFE fiA= PMEL SCALE 3/8'.1, .6-0 a) (1) C_ W _0 -M > 0 (1) = -ii,Z -I-, 0 =3 a) . a) a) 0- 2 = o 2 = 'Fm M -I- 0 -0 a) E n U) a) . -il-j - = = M 0 Cu -0 -= CA _a = 0 = 0 5- q �9 a) 3: M = 0 .0 15 LL_ ,I.-- 0 - CU > . . T a) 0) " 2.2a- 0 0- = F_ C 0 -0 ._= ( < MIALLATION DETAILS FOR QPI1ON #2 FOR LIEAFM STORM PANELMSIN INSIALL0911, DETAILS EOR QF-TION J2 FOR UEE SAFETY STORM PANEL U5TEM GM& NOTM, •VAUD E-Z H" =ftLE&XL_M=U INTO EXISTING? WOOO ERIJUTURES ­­Y� _ INIQ EXISTING WOOD STRUCTURES . 1, C-Z HANG STORM PANE) SHOWN ON TOS PRODUCT EVALUATION DOCUMENT (P.E,DJ HAS BEEN VERIFIED FOR COMPLIANCE IN BL I) MINIMUM EMBEDMENT OF TAPCON ANCHORS AMD PANELMAIE FEMALE ID * PANCLUATIE PLUS INTO CONCHLft .1, - ­­ �'­­­ 1, ,� I � I I - � u ln� ` :j.:� �F • ' , - ACCORDANCE WITH THE 2020 MIS EDITION) OF THE FLORIDA BUILDING CODE, BLOCK %W- R I I/O I ", I .� " f­ '­­­-, it, I - - 1, , I I ", 1� " I �T ' I I 17- - � ­11 ,Ij ­ - " -_ ­ il�i - I - 41 11 _,�� 11 or I OAS 7 1�; I . _� I q �, I � I 7 _. 1_�� t ��f 1�'/ " j'i � - L ��j � I �'- - DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED COM tL2) MINIMUM EMBEDW04T /4"d R 7/6' CALL -IN ARCH SHALL BE 15 7/0- U(M CONCRETE �, I ,/ I ._ I . L � - -1 or, I , Wi 'L fl U I I ' 1•, '' FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHLITTIERS WILL BE pLEIALUE1 NO EMBEDMENT INTO ANY FINISH MATERIAL SX41 BE PERMITTED. C"L­ ' J� I 11 , � - "r f, A. . , � �, �11 .,_900,0 HEADER 1, I" `­` " �;__ FOR A DINfCTIONALRY FAGVR (I AND I'll I � �', i " - ,� I 14 w OR �-" '_ .1 � _-, _7 ,� 0) m, I _� O�IgAD , I � , , � '951" , I _,� 4 a , IV i I EXCEED III MAXIMUM 1/4" 0-" SS SIDEWALK BOLTS USED SHALL BE LAND IlIUCH(SROULD MY FINISH ATERIAL EXIST) TO , � : , ,� .1 L ,�, ...WOOD ��,- 1- -1 I ;A L, -" - _ �T: ..4' L � 1, " , , , - , 1,4 � � .����. � DESIGN PRESSURE RATINCS MACAIED, CIO SHEETS 25 A 26. I , 1. , I , I ��, - I - �_ 11 , , , . "I ", i e i � _,_ I COR 04AM 3/4' IWO ANCHOR& C, - . I I I P.G.IULTIMATE DESIGN WIND LOADS DIETERMINCIP PER A$CE 7-115 . ED I I III I �,�, ,., I � ­ . I I /if I w�- IN ORDER TO VERIFY THE ABOVE. CONEXTIQNI� UL , , L I if, " SHALL BE FIRST REDUCED TO A.Sff DES" ORD LDAO$.eY MULTIPLYING THEM BY O6 114 ORDER TO 8.3) IN CASE THAT "MAST SIGNE, OR PRECAST CONCRETE PANELS BE FOUNO ON THE EXISTING WALL, I � I i � 11 11 'L ji, ,% , I 1, I ,� "I . 77 �, �, / PENETRATION AT WOOD•� � 111- 11 �( I w L, 'O - ­­ I A ' , 1/4'. TAPCON 0 e* O.C.Or. �1 , - I - Id , 1 t , ! I If MIN. THREADED I I.. - �-­- ri", ,,-,IM'..," -.1T, C �� E'1.1/ � � v 1 � , __W I- .1 I 1 7 /41*1.1., MIN ED , � 11 � , I - - - - - " `� 11 01 PENETRATION 'ITT" t Ell. AloiP , ­ I . 1O, "I , HEADER I ( !2_i � I , � ,� �, ! _ I � 1i HEADER I K! TO COMPARE THESE W/ MAX. CKSO) DES" PRESSURE RATINGS INDICATED ON SHEETS 25 & . iX HEADER �, �, � � WADER 1 ,� I I - � HEADER I I I I HEADER � , 11� � 11,I , 26 ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE B�HINGV-SUGN PARCUS. ANCHORAGE w 'Z2 �� - 2 , , " � , I I � �� I 1� ", / " iii . SHALL BE AS MENTIONED IN ELI) AND IN 8.2)� :w LLA , , I - , � , I ml�c RE INCREASE �., . , I , W , I �� - I �� 1, , ; , . , I � :N ORDER To VERIFY THAT COMPONENTS AND "I -"ORS ON THIS P.E.D. AS TESTED WERE NOT OVER ST SSED, A = INCR -A C� 'r- = j - 1, I I I �, �11 " ,,QP - C%A I 1 4 I � = - ., F I , I '9 - 4/, - I , "qxjA . i 1/2" 1 .. __ 11 "I f? * 1. ., , - I � L I I/- I li -1 1/2- 1 / 1� -_ , , ,,,• I , �, ­ - E - 11 I ". 11 9 1i :!*F- M_ " - I Ile e ", .j ��- M. I" , I . I " "A L I , � , XTERMNED IN ACCORDANCE WITH N.D.S_ 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S - Lt: = . . I I / L I . , I , L " ...... ­- -� , 1 6 � "I I - --IT' .1 , I 4q�­ ­T � 1 I � �,� I , �. -I MANUFACTURM 3 D-1 . �t r i � 1/4- ­ 11 � i �,, 4 I , 1/4' N ALLOWABLE STRESS FOR WIND LOADS WAS 9LT USED IN THEIR ANALYSIS, FASTENERS SPACING TO W= HAS SEEN 00 I � 2. 'L j , I I LL - ` � - - - -1 WOOD HEADER 4 � WwO 'I I I , I LU C-Q L ,� I i '_ . . L I __ __ �`­ - - REW HEADER-- -� � : L, 0 � p : , 2 uh . I REDURED i L RED ' 'ONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF -THE STRUCTURE VO4ERE SHUTTER i A i ." ., . ,�2 j'r , " S70RM PANEL'S ADEQUACY FOR IMPACT A640 FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF C-) � � : . �� - , I - r LLL I � f I i �, , , i I I THE ABOVE MENTIONED CODE AS PER FENESMA110H TESTING 6WRATORY� INC REPORT 1 2032, AS PROTOCOLS TAS-201. 11 IT SHALL BE THE REST = = >< 1 Q "s : 1 I I I - . f �i : I (z 1 ' 4� - (2 _; CL_ , � ; . - a . 11 . O ---- 11, . . L I . "I ------ 7 � 4 � -_ ! TAS-202 AND TAS-203. IS TO K ATTACHED TO INSURE PROPER ANCHORAGE. TH13 SHUTTER SHAU, ONLY K ATTACHED TO CONCRETE BLOCK - 1. I CONT. I I - ! CONT j "I .. C_ . �, - - � I : qN,. .� , ! DWI. I I � Cohff� OR WOOD FRAME BUILDINICS, th CC = - t � "I ! ; [` , ; � I � Z THIS SYSTEM KA`.S BEEN DESIGNED TO ME INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSIRG *HE OPENM� FROM THE .7 .�, I r ,L ! I , 1 : , U t-I I � ,�. ! q --- 1, i , L INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS (n "2 g 3 __ � ,j) L i � ( - 0 FROM THE INSIDE OF STRUCTURE- --WANG 10 PREVENT WINDIRAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL 3 - : . a � - 0, : ; 0) . , : � I ; I I ! ! I I CONTACT WITH THE eU I : ; EXISI`NC_ � SWARMON I : f � ! i F11111 I Mn. SaWe"no" 1 ; I i I uk, K`wTRw _< - i; �,e C� - - GUM's , : , (SEE Sc4DAULL: : I � � 'L, wv.� MASS M-i- - . cASS � ! I : 1 � ! LENGTH, I *1" i i � I � 3. SERIES 1000 ThISTAILLATON IS APPVCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REOUREU TO BE 3: 2 CIA I I j PANa A= - am WHEDALE I i � i _ a MASS i LE NGTH O', %RX, 13) : %, .. i PANEL LE14M , i I VIVE SD;Mxu ! . PERFORMED FROM THE INSIDE Or STRUCTURE " =_ _= w I I (SEE NOTE ; 91n" ,q) � I � ON SHEET 15) 1 1 I 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS OPAW04C MUS &Vf BUILDING AND ZONING .- E - = BELOW) (SEE NOTE! I aELOW) I , 'o M_ I i i = � . REGULATIONS PROIAOEO BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. I - SLA-11" i I PANEL LENGTH .".VTRW I i I ! MEL LENGTH 1 uIn' W�YLR r : 4. SERIES 2000 INSTALLATION 5 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZON'fAt, SILVERS STYLE WINDOWS WHEN = EXISTING I :� `,"i -1 � I � zzj . � - L �_ 1- � I GLASS -4- 1 vouss ! �, - ,I ISLE NOW I BROW) M aUes I I -.11 4 (SEE NOTE I BELOW) � TO RAS : f PANEL LENGTH - ___ INSTALLATION IS REQUIRED TO W PERMRMW FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS " DOONS, M, E - Z RANG STORM PANEL SYSTEM,Y IS PATENT PIENUM. __ i : �L_ _ V N­ 'L" M­ DO ,j :.= -< , SIX SOtARE - __1 - � I ­-1 11, _- ­ - 11 . , -_ PANEL LENGTH C= - �___ -- r . , I - I SCHEDULE - � - _­­ ­­ ... � - I , .1w to) : 1 ; 1p-­ " Tsm sonuu: � I I/4,#-2Nt* , � I : I= I I ' _' I ­ :r M S.S. M.S. 2o;1; M s1w 14) � : .1 us W7­­4--­,­,_'�_­ I - ' i OR SHUT is) : M NOTE I BELOW� ­11 _­­ (ME NOTE 1 BELOW) -_ ­ L- I S. . . . - - ­_ � I EVALUATION I � : � 7/8-. 'S ,Cr _ , : - , I i -1 � I I I CLASS 7 1 i &S '1;_,slI1w1;_ , I ". -1- .. " -­ ,CR IS GENERIC -;� �- . W 1 omm 1 I/4 1 � i --- ---- �+,_ I �, ,- � '' L_ -, � S. ALL ALUMINUM EXTRUSIONS 70 BE 6003-16 ALLOY AND TEMPER, (UNLESS OTHERWISE. NOTED) 15. (a) THIS PRODUCT DOCUMENT (PE.D.) PREPARED BY THIS ENGINE , AND DOES NOT PRCMDE 1. 1 1 �� I f I ; . INFORMATION FOR A SITE SPECIFIC- PROJECT; Le, WHERE 114L SITE CONDITIONS DEVIATE FROM THE P-E.D I L I I 'IV/, I I . I I I � j 11" I I ;! I L. - �, r " � '%2 � '9 C,1' I 8� ALL ALUMINUM SHEET METAL USED At CLOSURES SHALL HAVE 3105-H14 ALLOY. - . WINO : ­ ­_­­� - - I 4. Nt'313v . I L 4/8 , I ,�,Z,3/_ ! I CD . _ ,'§"' L"_ - ­' L ... "', ­­- I -, " ___ L"] , __ �� -:::,,:: - - - ,,,, ,, . - - ----- L' ­ ­ . -'-'L,r ­1 .I.. - 1 7 � :1.1 _11- I ­1­ I—— �­__ __ , - 6- ... ... �,,,�­_-,­.-, 11 : I __ -1- ­��_. 7. �� , 1�' - , _ _ ­­L I 11 '. - ,,�: - , fL-',, ­1- L' 1, ­ . I __'�' ,. , :L �e --- -_ �� - _ ,� ; (0) CONTRACTOR TO BE RESWINSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION ANCLUD,ND LIFE SAFETY or . � - I � : I : ! . '7. A" STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QvAUT`Y STEEL. ASIM A-053 ORW M Min,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS p1z, PROVIDED HE/SHE Does, NOT MWT4 FROM TITHE CONDITIONS MNLEB ON =,. =w •T >, � " ­ , � � I F , L � , I �� , I ­­ ­­'1___._._ ,--- 4 - I 1*4 I i., --f-, ____! , I �`, ! i I ; I THIS DOCUMENT, CONSTRUCTION SAFETY At SITE IS THE CONTRACTOR'S RESPONSIBILITY, C41 Q. -0 , � i� : � . 1, 1 � , , I i t LL '_ I ­­ _j 1 . I �' OESIONATION W/Fy- 58A Rzi (AFTER ROLLED)� i __ _ ­r, - "'M �7,t � � : , 1 ! i I MIN T - ! I ; I PENETRATION AT ­-­­%­-- -- L � I � : I , ---- "k- i I ,, - . -- I I � - ­ ­­ I I I, ... d. I " i � ! MCWDTH or PLATE[ __�____ I --'--- - � : I ,ALL SCREWSO BE STAINLESS STEEL SI tlR THIS ,� I L I , I I— - I—- L­ SOOTS W/ 50 k.i YIELD STRENGTHS AND 90 kx; 4ENSU STRENGTH A SHALL COMPLY W/ FLORIDA I I I : I ft � � I � � __ ,-,-- 2 "'Il- - : (4) SITE SPECIFIC PROJECTS SHALL Of PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL - Cj I � - LES In BECOME THE ENGINEER OF RECORU I t � i � '. , � '� - ­; I 0 � i I.0,R,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER - 1 (3 � . I V.- - _! A - 0 � a. i i I S�. DOLTS TO BE ASTIA A-307 GALvAA4?EO STEEL. OR AISt 304 SERIES STAIN S STEEL WITH 36 *.i MINIVLAI YIELD STRENGTH. , . I q T L I � i � (3 a) , �., - I � - I - i i - - _-LEGATED 04GINEER TO THE PS-0. ENGINEER, SHALL - M77__ � I , ; 7 : : 0 1 f IO ANCHORS 10 WALL SHAL-I BE AS FOUOWS,- SUBMIT M THIS LA Mi THE SITE SPECIFIC DRAWINGS FOR REVIEW ED... - ­�r� - I-- � t. • � . a, L'L � , .�. Ir I , I -1 I � � _­ '�, � , I- CO. , _1 FIM49 " I I 1, - . 1-1 I - (A) (0) TI-US PED, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of 'HE PROFESSIONAL ENGINEER OF ",=iP - ,�, _� - I ., I 1 1L_A` H, . �,_ i � I � t p - �Q %, i - 9 � " I I THAT PRVzARED, It , - . k t ,� I ! , I L_ - L ` 7�� ,�. L 1, - t/4-0 TAPCON ANCHORS AS MANUFACTURED BY I T,W. BUILDEX, INC, (MIN. !'­3i 92 p -) RECORD I � I I 1�i E01 - ­�, � � - 1�" - I I , I-- ,s � � ___ - 1 - - -',. , __ - __ , . __ I k �. WR 1/4'e-2 ------- I (I i L - -,.-. . I - : I I . '. , M, k �1, ____�* -1 CIO 1, =I=_ __@ CONT. I I� �----@ CURT /4 M.S. I - Ep ... - � - 1/4' 0 X 7/6' CALK -IN ANCHOM AS MANUFACTURED BY DEWALT INC. (MIN. f'­3000 P-L) 18 STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY V449LE LOCATION AT STORM PANEL 94 - . I I I - : i . 'I- __ �­'�/ 4'S � U-s­ W/ I - ,_-� __- -__��, - - # 14- 10 PAKU%TE FEMALE to 4, PANELMAn PLUS ANCHORS, AS MANOTACYLIR BY ELCO COM_ _ KIR MDUM ACCORDANCE WITT SECTION 1709.9.-A OF FLORIDA BUILDING CODE, ONE LAM SHALL BE PLACED FOR EVERY OPENING. ,;= I ;­ I i - __ . � 1 /3y NUT I I � - -------- - ­ ­ 1 2 WING 1, � I _718`$xj13r - RS r ED SI IN ICT . I T 1� ��j /32- WNC NUT I . fi' L ZW# , 3/32' WING �� ii WASHER 0 12 * DC - I q - -_ - I ED. L' -- 7' 1 1 1 : � I � : 113 * I I I (f`.-3= P...I) ,Z� I L . . I L . I WASHER (BEYOND) I 1� t _ --.--.. __ -I L_ �L _,L� I - I, -- ­ - -I - .- I LABELING 'to CCUPLY WITH SECTION 1709L9.2 OF THE FLORIDA BUILDING COD, I -'TAR- . L L = .1 12 1/2. O-C I NOT WASHER (BEYOND) - 7 � � I 1, ' : T �,�, - tJ I L : � f4*P TAPCCN 9 4` D.C. 'L, : I � I.- 11 - _�e4** TAPCON 0 4' O.C. : I � � - p r I f I I ' FOR AN L� , -- of , I � �7/9'0 . 3/32' WIND NUT , , I � . , T $I 0 C. * LAM. TkREADCD . 1� . . , I I - - W -,J-- - - P�= ; , , " , , I . . '' 1* 1) MINIMUM 1.11COMINT OF TA1. .11. .1. POURED CONCRETE SHALL BE 1 1/4' AND , I ELMATIE W/ STUD) __ 5 � I I : I I I r.4* WOO PLATE ,�_ : - , � - �, WAS,,ER 0 6 I I J1 ,7/8'0 � 3/U' WHO NUT STAOCENED W/ STUD) , . � n0ft AT MOMOT. i . i;lj .- __ L : � f0" WOOD - P , I � WASHER 0 (BEYOND) FEMALE 10 & PANELMATE PLUS. , LATE L� MIN. THREADY I 1 7•! D � , , REOLARED I I 1 " /= - - . - , � ,1' OF PLATE ,1 � FMOLAPLED - ,- � 14- D.C. - k - -1 , I _1 - - �. . , I � I , = � i -_ __" � I I _ - � __ I � 'ON AT MIDWIDIM . IMIMUTH •I , I : I - - , 4 - � ' PLATE � � ­ " . I L Alf) MINIMUM EMBEDMENT OF 1/4-0 X 7 - CALK -IN ANCHORS SHALL 13E 15 7/8- INTO CONCRETE, NO EMBEDMENT INTO .. OF PLATE OF PLATE I ��­,_ ±ffjg;�r PLATE � 4. L - �! � 1! � 114-10 FANELMAIE PLUS I -L , I _ � -10 PANELIANTE f'A ­ ­_ � ­J' ., I [ L � I /a 1_._1 � #14 L ij i -_ ­ T: ------ ANY FINISH MMERAL SHALL BE PERMITTED, _ __ � I 0 6 1/4"WIT 7IR 1 - - ---fg WOOD PLATE - -----, _w PLATE flu M THR, . � I I , I , 0 I W Il I SS STCMALN BOLTS IN IV IN MIN PENETRATION "I i � i 11i I MIN I' 4 O.C.02 1� - ANCHORS. RED vI,v ft Mill WAI I W M-1 I AM � , 5 I" F W1 ,, 1 '14,;4; 0-20 USE0 SHALL RE LONG ENOWIRSHOULD ANY FINISH MATERIAL COS1,1 TO ENGAGE 3/4' WAI-00444" 'AT u4ow" ow PLATE . I 1 3 1 AT - % i L AL - - � - -�, j I I - y I I 0, - , WALL MQMt" INUAL&UON WALL MMI12 IMULIAMN L A62RUSMUff-M ,,,�_ r .-. -"El ,,,, ijyk A SCALE ve-1, * I IFE SAM PANEL A.3) IN CASE THAT PRECAST STORE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR �izz;i�l WALL WOUNTiNG IN:MWMON A��, _­;- ,^ 'Nffig= "A SCALE �1/6--L- ALLAM FLOOR, ANCHORS SHALL BE LOWC ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANIES, ARCHORACTE SHALL jo#�--` X 10 AR PANEL a LWE M= PANEL 'j"MORNANII 0� uvokaoqu* LTER Iflit BE AS MfNTINED IN A. 1) AND IN A,2)� \,xCEIVsi,,-� - SCALE .1* SCALE .1' 1 ag * 1. R I NEL ti I = : * ,f [ , � 1 'j L 1, � ]j__ 0*1 I (Ell LQ_QQ52NG_CQftQ11E]1_O&=_Ay6_ =*- 1. * = le ,�� P,T14t;t-l" 0 ** ' " "5F � 1. � ! 'O I � ,_ - No, 44167 S , L , , I I I- � I,- - M Ll_ - I I . . . . . �% 'S" 0 -­­­ ­- \ SDALE,3/w.l" S ., * ; E S'p "..: W,j SCALE Mr-1, . \�LENLT, . LDING CODE (High Velocity Hur cons ZaTTS)l I- "t� I 0 CODE (High Velocity,flur Cane Zone) 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY LIM OLALDEX, INC - --- __ - Z FLORIDA BUILDING CODE (K2h Velocity Hurricane Zan*) ", `* . V, � FLORIDA BUILDING 1, INSTALLATION% ARE ONLY VALID FOR WAIDINM WTH &S.D. DESIGN LOADS - - - - - ­ ­ . ..... .FLLORIDA 9U1 - I ` " F I ­ ,NUT - - 0 A ?/B- CALX-IN ANCHDRS, AS MANUFACTURED Ere DEWALT INC (f'­IsOO c. I) - - --- UP TO -564, -720 PSF AND PANEL'S LENGTH LIP 10 8*-r � MROM. INC. �z �_ IvIvIO IfLITUL W_ - " '. 1 -20" IXTIMIL ffi`c. - rp .*= PIP , � P-P #�/4 0 40. .. -I- P", NO 20 GAGE GALVANIZED STEEL STORM PANEL . .*, ORWN Ift. - 4-1 PANELMATE FEMALE 0 AND PANELUNTE PLUS ANC*i0RS. AS MMUFACTURED BY ELCO CONSTRUCTION � z . .4 W _' � 2 20 GAGE GALYANIZED STEEL STORM PANEL 20 WE GALVANIZED STEEL STORM PANEL 2. FOR NEW WOW FRAME CONSTISuCTOR; WOOD MEMBERS 70 BE SOUTHERN . z ou" 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH &S.D, DES" LOADS = * - `9 Op� BY I . - =*� � � 1 5 " PRODUCTS Cf*­21371 Ps.L) - FC DENSITY OF 0.55 OR EQUAL i -... - � I --------- ----------,\ UP TO �5.�.% -720 PSF Ago PANECS LENM UP TO 8'-B'+ z � S AJE 1 _ . -------\ 07/a/Maw -",- . AIE otf 11 - CAM - PINE NO. 2. W/ SPEC' �. V/ze/im y I �_� - .1 51 - S-O'. �R�, _ - � \ GLOBAL PROTECTION PROM , . O,u, - N PRODUCTS, LLC. MI'Ll 2- MR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN j I L I E C 0 ,..- \ GLOBAL PROTECTION PRODUCTS, LLC. o""' - - - 0 me DUCTS, LLC ��--. ,q I - Z I I L I E C 0 I ... \ GLOBAL PROTECTION * I .M %.. III STREET . 51 STREET A44"-4-el PROTECTION S, .91831 -, A,;-.-_ .. nun - DAJF PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EDUAL !�;�,�,-- ... '. O . A ow -A A��Tvvwa DAML � =14 20-176 � TILUT 71's"AR) & c"0114371040 COMPANY ftw- FL 4531. � � , - I, A"I. ....... W�� - � M* __"KW - P* --I., " � 11 - f ___­ ,__­R,._. "NOW'. (_)w_`s"!5, 1� (�)U%H_IPI17 P"0?W, (10A)MIS-7544, VW. (954)AIM-SM - � 1, .1Y P"OW- (W)ffla_�_% "X (�)Mw_`vn? - "","�!, , - I a, -,no � ­- !tl .1 - MA04 !t "I", ­;' • "�r . CA-000019 _ -_ �__ "WOW WALTER A nIuT .. PS I-- - - " , i� - LI, It 20-176 1. I ��, - -i-I - !_ � w: e . I - WAW4 � - I -0 ,,,_.,I; 1`* I - - R."%0rwMj5www/A4TE WALTER I Rup i - P4 U"TE CA_OxI ' - ", 'i, I., PC. W.�ixsuxun�tWIE P. *A`,IER . nuLT "., P.F : � If- ti'L - I - - OF 24 . Ti FMI. ! .1 ... � I � 710044�#"�67 P" ; 1 � :j- Mon 21 W 25 1 1 1 1 1 1 ----I-- QQMPONENT5 FQR SEWS 2000 46c 1000 E-Z HAN9 STORM PANELS X/24 *f(�l , 1 2./I=,. 1g), (D IMIAUA11ON FOR 5ERIES 2009 AND 1000 E-Z HANG STORM "� ( (SCALE 1/2- I') I pul- S� 1'/24 * 40/12 ') (SEE NOTE 2 " r M.. 2'/24 lu 1'12!. T T j.,� = NOTE $ MOW, jp,TAII. � CONCRETE OR CONCREJE SLOCK 0 IUCHC." .w.M1ERjwx%ft1.XM w. To I. _,. = . PIU r M�, OF SEE SECTIONS ON %W 26 . I am 1"IM, 11 Min. 100M) ------------_ ---.-- - 2,5B I- - --- , r4__ - j,_ - _u�_ - 25) I 1-1 �AoWe,e` ie_�, - � r�q �1* , 11 02 � ! I I i � , � Ow"A"I .Owm � -11 CONC`w ,�i,!�j 71 - 15,196- (TOTAL WWH)------ --------- -- ------ --- -- --- ------- I ­ 1-1 2,250-7 � �-2.591'- 9-1 " I - - - - - - - . I., -1" (_ - 1 4 - COK� 11C." _�",' r�`) M.� - - - , L ___ - . __ __ - - , ,) ww=_ - - - (EFFECTWE WIDTH I -1-1 - - 1­1 I . � - ..-, - - U) __ , , - _ - - 12.5W ­­ ­­­-- ----- -I------- - --- -- - . ; . & IHM tw \ � I �Z/ ,,, � I...--- - ---- ___ - _7 . 2.250,­1 M2. - I . lr_ ". -_ � - I - it" _ n=0 ---�N _'�,, &411' . oI � 25) 19 - izvx. - -4--i -_ - - -­ ­ " _­ --e 1/4- I- --..--.- . -_ . - I p I ­­1- � "i � � 11 r I I I F?I � 1 !I : ).spa, - - .1 _3�0-. - _,��500_ 1 I i I i I I � . i _! I 1� 1 ! I I? _�Ia '$� 1 , � I r-- rmv.e " a) � � I � _L�w - ./ I I i H r aNOW"T - F�7_ --� -*,,, �7� - O=,. � - L � - - - �. - ;1.� . I 1 .075^ � 21500, 075T 1 1 1 , , I . I --&U 1­0 I JO6. , _" , -, L- _ -1 2.24A* L - _-Typ. � LLIff, t�l i - 1 1 1 1 ': I, Yl� -L-,, . - 1� I � k ; � � An DaW I . (D 7*, � - I I __ - - . �- -- CD;1_1_1__1__ I, �­;-, '- , - Y&;, A��J, LL ,� ----- - ==`s : GRVAHM MEL I . I -1 _,;uI0 _;NT� _�__ --- - -- � --I 0%, �Ly - 60 x n.. :tLs==,�� ______ __1 -- , A - - CD .= I , , , i L I . I -- I I I ;, J . " : I, ''�" I � , - ­1 . - I I I i I I 1 I r . 1 1 I � __� __ -�11 �_" - ___97=� A rl'� , : - T I I tt L I I - v; I ,-_-Y-f.,%�Ire 1-p a .�.- 1 1 1 I , I it L111 I . i 1 1 _411 L-1 r i i 1, I iz I � I / I , I ,11 7111UH - I __ _-�l L - I ,�, Til Til Tj� A[Ti IT, i i I ,I - . � , A"..;e R ; fEi, ---- � N 3.50a, . 1 2.5001 , v r `�W_ 1 �-k� :_ , I L 2.2"- (WTIEROR I PANEL) I I ;,n;F-,, ., . . !, Y MIL - -_ NOTE 2� 4 BULCM , 'A _wIAIuwr. ; (Z) .� I GRADE 60 MINIMUM . �f - t I 1,I. � I I - i I ,_; - - I - - --- -, U) � � I I - }se* I I "IT, I. 11 I 81UM I I i i I J E, ` 117111 1 " " i 50 t I ; I T I i I - I -7 I j i - , ! - j � I ; i ­ __ f i - "I-16. I 1�elkl 1. I ! , z � I 1.1 . + i I _T i � .-I zv'r �. w i - _­_­­__­ ­ , . I ; __� I -I,1S0-_f 13" 1114, I . -- -v­- --I- I I - " L_/,`\ '�---2.470" �� _f 11 1 ___0 I 1 � %'r (D ; , .�-�;s - � I q -�- i I i I i ICU I , I V4-.VNj14- Ms, Wj ! i ­Ani '­ T Q� . I I i y 1.11 i I F. .1101ill. � - L � 1 __(�) !,,, ___@ , i � i , 1-6=1NONRES � i , 4A N �,L* -7-- I -+-# i , _1�14L`._ 4ax G--W GALv. I I I IZT11-4, ! ,,Ifo,7 , I i I i � i I I I � I 'I I I I H� I Lq­ _­ � i ` , I _!__ IIE , , I , 5 � ___0 .1 -4--i __ -, eaz I I �) ., - -*--'- , / ASYM A W - VO 2t�r I ". , . � �:�, , 4, L - - ` i I - I " - � - - - � ) �1_ , . , I 11 , , i i I , 4; I , " , � �� !\\" / 7-1�47 , , , � I ' , - ,,, 2.00--.24�;L,W " __�,,,� ��_,,�, , - - - ,, ': �,,� , __, ,,, 0 1 1 1 , � I I 11 j � _,___� ! L __ !. A . I I I I i'l � . - I �7,� " -j- --- ­2470' - i I _ - E. i it I": - --- I , (j) STORM PANE I ... I 'L __1 , 1i -1-11-j , ­ � A , - I T-111- 1, t T­ - , , - - , � - - - _V_ ,_.� 4 - - - -, =3 > [ - - L, I I. - - - ' L .- 40 R -V I 11 i T1,11''.1 7 - � "Tr-j-", 1� � I 1i 1-11 I I � -I- ­71ti ;I , � ,I I a i I 111 'I I i 5 I � � , - i 0 1 ... I r I i V i I F111H H H M I I I I T T17T I I , I ; I � 14, - I I I I I i I I I'll! I I ! I 1A, 4, , I I I i I 0 : I � (2) REVERSED 'h* TRACK � ,.' 111-L* 1,H I i 11 I , I I I - it I i I " "(�) wmm=� 4iii4l 1. 9 4-11� � SME SN'Ib" a I • J-�__ I - " I -11, - 0 1 -1 I I i , ,. � ON =W I 5 .�­s__,_­­rr.­­, ­ -­ I n I 'N SCHEDW I 1-2QW4. 09 MI, %IErf 25 I- -6--i ----4 : _4111 - A,, T ur rMRWTE gyp�) [- mu� I 11 v. - I L !m mr.- ' , .11 0 �- "' Y��.7, .._1 - . � f � 'SEE NOTE 4 BELOW , - 3 1 tz== ___11 =-'!J- - - S."ARKTOY I Ir I 0- I _1 I L - - I � �w­ - TO OtAM , I Zllrtw. . WI 42MMED CODE. - I I - 750* L- - ­� __ I t/r� \-� j-,=U&g-f- I I I I Fww - DOR ov9pw INA�-ENDAt =m r_­1=,_, •, " I � MR - - 1 T= 4 . 1___' � . yl: ----,=-.? tvmn..- 1', z MAY BE WrATTD' I AIr i off 9 I 90-9. M � I 0- I , ,,,,, . ,,, , I .1 , - gav I CAR, avow 70' . 'i% /I A­02- __�� - -4 - 1­ i"i ':SEE NOTE �, , ..FOR ©W/ OR WIOQ.Q) - -­ -- ­T .. 'ANEIS -IS* ! I I aw ORTAM ; � 9 9 I I ,:r L' _­ . - '. I I SiTo BE INSTALLED At I --' D'ER � I IYPICAL ELEMI OPENING %up. / ON FOR- 1* REAM RANWDLE TO F INTENDED TO BE INSTALLED FROM f I I _'.. _ - - EACH � " , U) , - 'a, � D. 11 OPENM S ALWAYS BE F=TLW/ _;� I 1 a : ��:!�'�',�" L - - -, ,"_'�� __G-CE` "' "" - .� REAR HANDLE TO FAM"'TE OR i z I - I I ! < ,_ �� . I. � t FS 2QQQ MANE 4�1 WENLATA/ I TYPICAL EIXYATIQN FOR I ­­­-, C 1411"L - --- - --- - I � , I IF INTENDED TO BE M-0 - g 1 �j I" - L J! MDE OF STRUCTURE INWE.OF STRUCTURE. . f _p_j ?_,: E-Z HANG STORM eANEL T, SYSTEM E-Z HANG SM.R � � i I i ;,! ---L,\ I i // -1 - -,�___�,___,_��__ 111!� iv Swu IlSe - I- i SCALE: 3/1'r . I* --- .. .__4 '.. L 0 1 4 IT -_ - I - li�ww , - ; - '. 1 1/4- I i I - I I _T____T_T �, It ; �/I __ - I- . �� � 3.7 f- - , 1 -,/A- uu, w I" I- .Ap I/., w_ W ! EM I I : N If .� :: I " I � 11 .1 I 0 op -A K.- BAP--j-- I ! I Pill p ;, : 'I I 4 �1/1 `TFIVI.�;� " 1 J d i a) % : ./--,\ 7 _\ 7 9 .Jr ,- I 1, 19 1. . I I I �, (r. 3* _J � � ; t " ' = 2,00a' \_/_L'S.��l N�/ \-/ \-/I \--/- . � - ISOMETRIC VIEW MAIL I 1 �-,���,�,',I,'��-.''4, L ]I C -0 ROUNDED CORNER 0 ENDS OF PANEL'S � 1____4 i 11 i . 1. 1. 125.750. ! I I T' �� I I I0, ,� W� 0 � - I . 11 - � I END UP W/ HEMMED EDGE i I L-----,I ,1. ,�$M :�; 17-M&L"_ 47 IM-A& ToN ;=!ETE ./ -� , 'Ir_j i W_ I -- -1- . I '_ I � 0 ,�� I � 7- -1 i -1 I I � 2,000' 01 � (V-, (3) W/ OR - @ . (2) �� -'- I I I , � I IL ­ L I i I :�, li ,"', I 31'­ ­­ - _'. . , I -_ " e, I ___ C­ - Qq,T.S)M 1.I.._...) ­Ll - bpw I Anr � * ; 4-1- _1�` _1 _ - " �4 HANG 0 . , I --- 111 I I -,T ��` �.?"��,` I - .11 ,, _­ � M 0 0) G�4MEL12110: t - Z STOMA PANEL SYSTEM CONSISTING OF PANEL . I I I .. L 11 .., '. - ­ -, -, '. 1, � I ell,; -, , ­ -- 5' M.Y.-­', - , " _' 1, I , �p Lt @Iw I ,",.- us I � lq=_ TRACKS AT TOP & PANELMATE PLUS OR 15' LOW " �, I I � qo­y - somm W/ PARIEU �', 0 us "" =M , I_ � ,- W,­ ALA --- -- 0- �, I ' !_ _­_­_LL1­ 1 L-4 1 ", in on ,/4 1 1 � M (1), 2EE"T=_OE_SEWM2gg#,L E - 2 MIND STORM PANEL SYSTEM CONSISTING OF PANEL , (rAll' LATE% f-I I I w , Im E t WV6 " am i - -- Wv on ,/4 .. � ,wt; Cont, TRACXS7OP & W1701A. (2)� C-40 PANELS SHALL ALWAYS BE CONNECTED TO p , � wa OR 4A�_ I DO ED 139L." � 1•1 We PARELMATES OR IF �� ,,-; um, , " V (TRe �) -I= 1, I - (2) (ED PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERIMSE A STOP BAR OSE ,r4xw SILL WALL BY MEANS Of I � um� - (�) wp 7 #A.H,= T 2"Xiam A D INI;� I Ws / "I i f"I ��,=--� " - - SK45, BE CaNaiii� To �A_ L- TRACK AT "M, END PAR" - ! ,,, - � I am 11 w 0 a) a, � ".� WING NUT 09 I S - �kD'/JrQIEPT AS 0,, SHM 11 i - ` --r ---/ � 1 6 . Ir.c ("I 98AU, BE PROVIDED .AT TOP OF SUCH PANELS L = -, � Min. U=WA TAPPED -1 I. - _. 0. 0MONW) 6061-T6 Alum. ALLOY '# RE 00111% 10n�11��SHA CONSIST or DESCRIED ON I OLD 1 WALL AND DIREa MOUfMNQ INIST� . wu M) IF DID PANELS A 4', OW). Cn -, I- 125" M.B.W/ /Bp U­ . , OL D2 - �F � � , 1/4 2We ..V .n THUMBSCREW (3). FOR CASES WHEN END PANELS ARE IWO TAPPED I; I - r AP BOTTOM TRACK LOCATION E11414' OF TWO &e LO,,, WALL_ MOAMTWq I - Flom TO CEWNG MOUNTING INST, BUILD -DENT M INST. CIO STOP am SEC310H I , � I PROMDED At TO OF ,Y/0�, A,Tj i q) AT I __ 0 EXTERIOR FLAT FLANGES OF END PANEL END PANELS ARE NOT b WMF " SEC1iCLN 3' SECTION 4' (4). IN CASE THAI END PANELS ARE NOT CONNECTED TO BOTTOM =11M BUT _._...j_.1`f IS ONLY TRACK (I... A STOP BAR SCALE 3/4-1, 1 � _'��I [ MMIL p (4). FOR INSTALLATIONS WHEN IENOPPANELS AND SOME INTERIOR PANELS ARE DIRECTLY - L SCALE 3/8­- ca I 1 _2 0.001 USED '= TOM TRICK MOUNTED TO ; ..F 1.1%.--.� OR .I &.1% " I -- USIN. SPECS 1. 4 Al LEAST T(*30) ApW4NV'L'S INSKSAULLCHBECACSOENtiCC.)NTNEEDC?r[OONSOOF PANELS R TBOTT.- - TRACK SEE ' IWO.10005 FM I Vow RWS ir TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION . WALL AT ' " ��jk A, �J,Q �&� I __ MAY BE USED KZX:AT f UW ""'IRNRINIAL44. 6 1 i �- ') SEE SECTION 1'. 3' a -' ON SHEET 24- SEE ANCHOR SCHEDULE ON SHEET 25. W/ TWO PA14ELMATES F NG SHOWN ON EIVATION AND W1 - 4 1 __ Fk WPAW..k or -r - F�- - ,01' /I a .7 I , AT 7 I , �gw Al r/4,> , R I ........... Min, EDGE C.1STAANG%;0R MIS V g,� rA, , � I p". . ,, HAR .1 - I NOT NEED TALLIED �GEN��-.��I-S " 0 750' 1 "I',. cryp.) ..*`%.AEN 11 001011114HIR, ,� CA 9 QK_ -:R I '.r- � . e .. V * ... *** , � LIJ i 1 -4 - .1 ,!�%!,SiN 0 : !Ito% �tECJHI as '11-3 = I OF L L HAVE =3 P N R THAT ADJACENT PAN (I I LEFT . MINT SIM OF PANE ) - - �!. A •.: i& I 11 OVERLAPS RETAINED By a I � - rz, -,dk .____­___ I Je �t` ,� I : ., _. - . S : I ­­ NO. 44167 - I : IN = CODE (High Velocity H '. 10 -.I,- . i __ 0 = * : , M L_ _j 0.44167 t z XtEN , - - I I i � L_ = *: - . T FLORIDA BUILDING ur Done Zan.) , S FLORIDA BUILDING {Hi Velocity HU cons Zone) - - TQP& . cAN BE 2 . FLORIDA BUILDING CODE (High Velocity Hurricane Zone I 1 --I a . - - . I � z • . . Ad= num � COWMED . ANY WAYTO Sw - . . __ . - FA ; ' FP. WErALLIT(W. -a'. STATE OF .*' __ %1..,. -' ATE OF . ___ 20 GAGE GALVANIZED STEEL STORM PANEL = ,4 167 -, 1 20 GAGE GALVANIZED STEEL STORM PANEL 'x 20 WE GALVANIZED STEEL STORM PANEL a F.P.rp i �750­ - . �" RLTEM � I Al J . . z A=) qvnco. � -3, M­ OR0,ft 6,, - . * - ­ Divaw ev, �� RARR 8, z .. , ql/w�""Q-_- --_,,-�, �r--q--_--r-- DEML I L-L-1 F"--- -o -,v_-­CS­_1 1� ITY/n/lovI - / � GLOBAL PROTECTION LLCI AM S ` STAI OF �rc - GLOBAL PROTECTION PRODUCTS. TLC, ' ECTION PRODUCTS, LEG, ART- - �.11. , - - -2, ­ �> ILTECO DATE, qc,AILL� I/r . I* Me" � 11LIECOme GLOBAL z INA w, Z71 LIE 0.14,; ow siv. 51 STREET 1�1 - Rule SA $1 STROV L-E _j .00 sx. In MEET 11, LONG il,Z -W"";,� RD CC Y cAue- `L 3VII. . - ­.. - r, , , T 3"Mn W.M. ANGLE T MP me - CTION PRODUCTS. .., \ - ::_ - P%Q� I 20-17 - - !1�vtj^ AIY DAME; ... C, ,M,4, An-sw 20-176 X _`-,-f,f%,�,,2,1�415- " -1.1 , I A"I" IN11.4 A0 DA,w n- = ,t ,� 6 ,i5Y E.Owrow" cou,'AW, , - viaknuk. "a, 20-176 WIM-ISRI. PA0. 0d4)M­vY`n Row (w9ft-16 < 8.�-T!I Mum, ALLOY / 'I- �L. In-, , (OURMA-72I.51 r� (W)DO-em , " `W`* ­Vw_ - aI, (M. oo , A�EIV .1-1 .1 - 1:r=*wJ11- _. -*- 1-.R- DR-VN MA, 0, -I - I - fiw� � - - --r- I - I - ORMW ,�, . ck-0owt1l - CA- 19 - -1 _j SIALISNA-ARMALATE CA-0006719 -A. - I . 111111;A=1 Novi: S1%LeNQNuI.FK,AMIr P _11:� At I . , f 7 � 1 vim v or , N wv".&P, ,,� "C' . - PE SEAL�ruw;)WE ­­ � PS ,� f ­. Wtw � 0 JAM 4�� 7 I zz��ANINT,21 or 2S 1 - I - P11 -_ I na = aj Ili, 21 I % I - - --- -_ ---A I ­­ ­.­�� A Ml . I I I SHEET NO. S H 1.2 I -p-I (1) (1) c— C/) —m (1) -i...a -0 > = 0 L_ I- -0 I a) CL C ------I -- -1 ------- - — -- — a) C) 0 2 INTO EX15TING WOOD STRY r ---] C M - INUALLATION DETAILS FOR 5ERIES ZQQO lk 1000 E- HANG STORM PANEL (f) -0 Q . &JURE5 DEW-9&-N= nm ams), (0 15LAW.11 -6) -I-4 (D (D - - T7t77-- I I I I . STORM PANEL SHOWN ON THIS PRODUOT EVALUATION DOCUMENT (P ED,) HAS SEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE. !11-�41 0.W SUILDEX, INC 0 4- U) -t- MAXIMUM "A 2ESION ERESSURE MUNG Load.) AND I 114*0 LAG SCREWS 0 6 "OC, W WIN THE 2020 (70, EDITION) OF Th- DUCTS, . 11 1. � _ / � I I E FLORIDA HOLDING CODE THIS STORM PANEL, SMAU, NOT BE INSTALLED AT HIGH - #14- TO PANCEMATE, FEMALE ID AND PANELWAFIC, PLUS ANCHOR% AS MANUFACTURED By EIC0 CONSTRUCTION M � - i - --,­--� Fi - t/,", LAC SCRI3m 0 6' 0 -1 I I - - 1/2' 4", TKREAM TOM I ., , ' - - f3) min� rw *00D VELOCITY HURRICANE ZONES (MLAMI-CAW / EIROWARD COUNTIES). _ 71�4`0 I,e4 SCREWS PER tILO.S I - "f I ­'-'--'-­__ �' -TO IASI1F4 WOCO ,.ADM � r* ,­[ 7 HEADER REQUIRM t/4'. LAC $CKM a 4 _ I -0 0 .1 CORRESPONDING MAXIMUM PANEL LENGTH "L! SCHEDULE MAXIMUM kS.D. D PREMRE RATIN (R.jjj AND C ANCHO I " _,- I 1 1/2' MI, THREADED PNEIVIAPON / _ � I ?/7 6' 0.0 W/ DESIGN WIND LOADS SHALL BE WIERMIFIED AS PER SCICTION 1609 OF THE ABOVE MeMONED CODE FOR A M C WHO IVO . 5/8' WOOD BUSHING. AS OISIRSUIED BY ALL POINT SCREW. BOLT & "51ECIALITY (!C a) 11 A I �. fir, o- Cw EDGE I * Wn. TNAEADW iN:NC-,;uT" SPEED AS REQUIRED BY THE JVRISOICTION WHERE 51ORM PANEL WILL UL INSTALLED, AND FUR A, 01FROIFONAUIT FAUTUK FOR SERIES 100012000 E-Z HANG =RM MEL (f) MUM I ---I'.,- �' -TO EKIST-ING, WOW HEADER, . 1� f - � , � - - I I - , - - II -to EXISTING WOOD MADER KO-0-55, USING ASU 7-16 AND SHALL NO EXCEED THC IFLUNUM "Qj DESIGN PRESSURE RATINGS INDICATIED DR S14EETS C 1) MINT LIM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL HE 1 112* AND ­ FOR CLOG PANEU,ATE I -0 _0 I SPACING SCHEDULE FOR INSIAUAMMS INTO CONCam A CONCRETE K= STRUCTUR A I - �� I ,� --- 04 C.. itlw- Sw5. I �, 11 'T PLUS a 0 -0 -= (1) 12v&M I � � I It . - - I 0 , -­---�' )I I us 3. S THIRD I A 17, la� AND PANELMAUE FEMALE to L- - - FOR PANE� iNSTALIA -&�L­ I -1 NALED ONLY ...I. ­ , ,I - ,e - - 1, � �i i -­Oc-t, pAW S�", � 1 4 i� - 7 I / .;614 IF-AE. WING IN ORDER TO VE RY THE ABOW CONDITION, ULTIMATE DESIGN WIND LOADS OCTEMINEb PER ASCE 7-16 SHALL BE FIRST 0 - , = h . ­ I q) / . i - � REDUCED TO A,S.V� DESIGN PRESSURE RATING 87Y MULT PLYING ,THEM BY OS IN ORDER TO COMPARE THESE W/ MAX (A-50) q.-2) MINIMUM THREADED PENETRATION Of LAC SCREW, INTO THE WOW FRAME UNIT SHALL BE I 1/2* NO THREADED CL = -S2 3�: . I - w f F -� 2 -2 , I to PENETRATION INTE) -STUCCO SHALL BE, CONSIDERED AS PART OF THE RFOUIRED THREADED PENETRATION I - I NIM TO MAX MAXIMUM ANDICAS SPACING FOR E- 0, - 3 1/2' � APPLICABLE To , ;/4,. L-G SCeLes 9 v ac­ W/ C-- #I.,- SAL�, - ll MINIMUM FAFARAIAON A,�S'z� VON , t/.*­2w/.1 I , MF,- `n,RE&DC0 PEN . ( i 0 rk END 0, ID TH ORDER TO VERFFY THAT ANC14ORS ON '�`RIS PEG AS NOT OVER STRIESSED; A �13 INCREASE IN ALLOWABLE MAXIMUM A m ! M, To _ R To A CRAT`ON L . TESTED, W& 7. = . ESSURE CALK-If4 PANCLUATE FEMALE ID PA-0-VATE =11':N MAXIMUM - DETAIL TO' k U2 0�1 XXICIT nEAVUT � SIRESS FOR WI LOADS WAS = USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS SEEN DETERMINED IN C 1) MINIMUM EDGEt DISTANCE Or LAG SCAM, INTO WOOD SHALL BE AS -NOCATED 94 THIS DFU,WF.G - - O"O."'FI-SuIr I ii�w CONDRK)N TApto"s I �r (SEE I'll ;: . In32, NO t- .0 LL .60.0. -75-5 IN ass 2 9/16- RATING TO CONCRETE TO CONCRICTI, ITO concitm TO �� TO CONCRETE M ;T To C I � Of THEN "" v (K) NOTE ,!� .I_ I I f ACCORDANCE WITH N.D.S. 2016 m o - ,+- M I ,,-C,,�, 3.*. 1*w. (P..Q T I ­- - _ _ i­ 4 "ii/e, I Bain - - . ,�-� F* 3 1 I A E DETAIL 1124 4 STORM PANEL'S ADEQUACY FUR AXPACTI AND YARD RESISTANCE "AS SEEN IfERirtED o4 ACCORDANCE "TH SECRON 16091-2 OF CA) MINIMUM PENETRATION OF WOOD HUSHING SHALL ErE Sj8- 1/4- 0-20 SCRM USED S"J. BE 1 1/2- LONG MINIMUM %%O I � I "' O', ,= 0 C-L #14.1* SO& I I KMA-ftwmw THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS Of' SOUTH FLORIDA REPORTS #08,4-gl-oi AND #O-.A9D2-09, ASS SHOULD ITO=* EXIST. AND I' MINIMUM FOR WALLS WITH NO STUCCO (n U > - - � : I " - W � , � - I- I A ONT IIII301-10 AS PER 11' 1. ) I IAS-ZDI AND TAC-203 PROTQCOUS� AND AS PER CALCULATORS PERFORMED IN ACCORDAINCE W/ SECTION Lw 0 ­ C 5) IN CAW THAI PRECAST STONE, OR PRECAST CONCRETE PANELS, STLICCO OR WOW BOARDS BE FOUND ON IRE -0 E a) - - 11 �IA I 1�- N/A 12' N/A 12' 1 N/A V A 2' (TOP) ; '. , a END I PER SSTI) 12-99 A ASTM E 330-02 STANDARDS, AND AMERICAN TEnI TIC V-8 SOUTH FUnt Tom ep 0 -O&O. 2 ,/B. -t-.:;ED - 1 4, & .'w _ - ,� tlyp-) ki DosTING L- L -.-- -1 I J - I - '. - ------ � af."," I WALL, ANCHORS SHALL HE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SLICH FANELSL Cn Qj L- SERO 2 WCKK` HEWET I t- �� � A, I FLO IUA BUILDING CODE -+-j o- * W&Vmlm-wl A - M.9 k v#OAArr 'AT ovow * Aoz OF PANEL LEMI14 - ----------I--- ---------I-- ± "QUM, - - ,­ (=. MAK, 4)2- r' ANCHORAGE SHALL HE AS MENTIONED IN C 1). C 2) A, CA) PANEL 3. 1 12, 5. 1. 1. I I (BOTTOM,., A NOTE m " I 2, ALL U T L USfONS 10 HE 603-PO ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) SEE STAFET 2 (0) ANCHORS $HAL BE INSTAIU.ED FOLLOWING ALL Of I -ell RECOMMENDATIONS AND SPECFFC?�D1TTN5 OF THE ANCIfORTS VANTJCAMRER m -1--j --4--- . a, SERE. 1000 M N )M EXM /� N/A N/A NIA, N/A 12 1/2- If' ON) - 2 9/te. Min. i ; - *01, "'Ag", KOU71 1i ALUMINUM SHEET METAL USED AT O.OSTIFE-S SHALL HAW JIWA04 ALLOY, I 1E 0 ,0 'v 0- 0 ,;FS% 12- 1 a- - - ­1 9 i I - t -1 , - I ­ T . 1 N/A '(1 ,,,, I , I . 0 PAND.5 WAY AM SE INSTALUED MORIZONTALLI FOLLOWING INSTALLATION DETAILS �HOWN 014 SECT11ON 1 THIML04 6 fSHEFFS 4 -0 - W -L- --��- - SEPAMADON - - SEPARA - , �: 11-1 �1411�vl'*� � - 3. ALI A` IHmJOH 5) "CEP; INOLT HEAMBSO &@ SFALL F40T BE IJSCD. . = To GLASS Z(sl' """ LL HAVE STRUCTURIM. QUALITY STEEL ASN A-653 GRACE 80 MINIMUM, r-40 CALYAPOZED - -- 7' N/A I 6 1/2' N/A 4 1/2- N)A t 4 1/2, -p'3(H(0TTOr) 1, 1 '2' CTL44"'* 2 Z/81 m. I STEEL DESIGNATION W/FY- S22 sm (AFTER ROLUED?, - n 4 OZ 1 4. ALL STEEL SHEET METAL PANELS SHAI _ NIA '�/1=152' � -I --T- "e.o. -753 - 70, OR LESS 1� IT/WW1 � .1. I' uo��-. I F— < - ,,.O.�,Z� 1 MNC Nut a Illl- WIN,, I. - --Cl I -- --- ­ CAPT O�ETTLW R � 5 . 12" N/A 1 12- 1 N/A 2 1/2- N/A I 9 112- N/A I (SOMM) �I �, , 11 - WARATFOO - 1 9 IT SHALL of TFW RESPONSIHILIFY OF THE CONTRACTOR TO <RIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE x � , . . ,/"*",�%" - 5L ALL SCREW TO BE 5NNNLESS SfML ITT, OR ,11,1 MS1 SERIES 09 CORROSION RESFSTANT COATED CARDON StI Af AI � ,ED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO C04CIFZM BLOCK OR WOW FRAME . � - 1� � ,I . j TO CLA�l 1 I/4 � PEP VIN I I,", 1, "'K, O"PL, i 4 : w I W, .1"[11)".1 N/A 1 12' 1 N/A 12, N/A 1 72' N/A 1 (TOP) I ­ � .1 LI 4 2 S/Iv U. - SILE STRIL 12, - " . SE - 1/11;%,�; I � MOTS W/ S SITEMI" AND SO k. TEN- .NGY4 AND SHALL COMPLY W/ FLORIDA OUILDINC COM SECTION . I � g . - PARATICIN . � ID EACfi REGULAR STORM PANEI WTR, LENGTHS OVER 90�� AS PER SECTIONS 1, Z 4. 5, 6 AND ALTERNATIVES TIN, 3W & 4W ON 12. ------4----4 i 5 --AO- - � " I C, , f',� 24713AA.50 "`� YIELD L's, I �IINC OWNER OR rENANT TO t . I 6' ir ] 9 1/2- 1 12- , 11- 1 Ir it' 1 4* (BOTTOM) I � TO , EVERY O�ERIAP , DvIfy ow:RLAF ; - -307 GALVANIZED STEE� OR AIST -104 SERIES STAINUM STEEL WITH 36 I� MIRLMUN TIELDO SHEETS 4. 5, 6 A 7 RESPECTIVELY: SHki RAVE A LEGIBLE AND READILY VISSLE MARKONG iNSTRUL I -- ­­ L. - ____j - 1 I; g i I 5 I ---- ­ - 6 BOLTS 10 HE ASTIA A STRENGTH. SECURE PANELS WITH APPLICABLE RD.rORCEUENT DURING PERIODS Or HURRICANE WARNING * LIMITED TO MO p..I. AS.D. DESIGN PRESSURE RATWO� � g 9 I I x JI I- ­­­­ -1 - I 1; o" 7, ANCHORS 10 WALL SHALL HE AS FOLLOWS, 11. THE INSTALLATION CONTRACTOR ,S rO SEALjCAULX ALL SHUT" COMMMENT EDGES WHICH PENAP, �- CONTINUOUS CONTACT WITH i " 3 g� . THE OULDINC 1`0 PREVENT WNWEV'RAIN INTRUSION I . P I - 4 (A) TA-jEL9ahq-eQUREDjCQ%aEEE I I , I k A SIDE %W 25 FOR AN04WS TYPE & SPACkNC FOR INSTALLATIONS INTO WOOD + REEwRm sAw. DISTANCE srr#mN B( 1 � . . r' -.� I , 11 I - I 9 b1i %t I - 1/4-0 TAr-CON ANCHOR$ AS kOWFACTURED BY IT* OWLIDEX, INC. (Win i'­3192 F�,) 12 STORM PANEL INSTALLAT11ON S-IALI COMPLY Alm SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZOWAG REGULATIONS )1`10M OF PANEL i I " - ,� �� I � � t FRAME BUILDING, -- J 1/2- 4 tg; � -,- i I 0, I I AND (D TO BE; 7/2' . 1 � - I �' ­ ' 16 - I , PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO, MINIMUM ANCHOR SPACITIM AM MINIMUM EDGE MTMCE NTE INDICATED M NS ­j M. ,7 !X 11 - - 1/4* 0 . 7/8' CAUK-IN ANCHORS. AS MANUFACTURED By OEWALJ INC � - - I � - - IT SCHEDULE FOR IT O. LIM TH" INDICATED ON SCHEDTxE REDUCE ANCHOR SPACING I I 'LS' I - 1/4* 0 , 3/4" SOLO SIFT ANCHORS. AS OISMSUTED By ALI POINT SCREV, BOLT A SPECALL GO on ,I I . i �L 1 1 '! f I ( I, I.3 (n) THIS PROINCT CV&VAMON DOCUMENT (P,E 0.) PREPARED ETY THIS ENGINEER IS GCNEFITC AND DOE5 NOT PROME IWORMAMN I MI,, ­30w P., ) A By WUVTtPLYTNO SPACING SHOWN SCHEDULE By THE FOLLOWING FACTM. MR I : 3 . i - I 4� I a L ,� --- L­"j i cli3h­'A, � E� 1 ` .- , _ THTT OPERATION TO HE POSSIBLE REDUCED 9�CING OBTAINED USING. FACTOR SFMIA �1� "., ­ - I � FOR A SITE SPECIFIC PRWEC7`, i-v, WHERE 'HE SITE CONDITIONS DMATE FROM I F P1 D NOT OF LEZ THAN MINIMUM IIIANCING INDRIATED FOR EACH 440M T�E AT I -- -� 2 I , At '2* OOL --� , . . - #14-tO PANIILMATr FEMALE (O A PANELMATE PLUS ANCHOK. AS MMUrACTUREE) BY ELM CONSTRUCTION PRODUCTS, it,) CONYPAMR TO 81. RMPONSMILE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFM OF rHIS PRODUL7 ­ ­ - 1- L-'-'-L- - I -� �ij ­-­f. - ] -1 i i ;- I I .. 1/4's ZAMAC ANLIN ANCHCRS� AS MANUFACIVRED BY DEWALT. kNC micoomiI LEWC --- L I .., (2'.3, m..) I - BASED ON THIS PE�D PWMED HE/Slif DOES NOT DEVIATE FROM THE CONDITIONS D-�ARJEO ON MS DOCUMENT --F- + + M=U 2 " 1-11 ,,, 4-- PANW.M FEMAUT, ITT � T -1 k�t I Al� VINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL 91 1 .1/4'; 2" FOR FLCO PANIELMATE AND ___L4t!w_ t/4'* _ � 1/4*p /4'. ATCOLIWES .. MSrANCE SICIWEE-4 BOTTOM Of FANCI 8 [" �: � 1­ " , L - - -1 *)am m -AMEMIk AArMFOI& --- --- I ,. I,L# p'VOUFATIE PLUS W/ &--1 I - '-I ,I.-,-m;T1.- m­ - FOR ZAMAC f1WUN ANCHORS, CONM DOWN SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY TAPOOR "EMILIC AT Pum CALK- AND (2) TO BE alir -13/ir - ILI ; � :: vv'w,t.�J/ 'i , I iLL � 7, On. �,RSMTFD `-L-11-11 , ­­ 5'r.-j­­1 S � ,­1 � V4 - - *,, AmcFan SNxImo On.) a � `5 2 1/2 M­ I h I &.- lit..?,O NDEI IA onowl 1�� ENIFTWme 12 1/2, 04 1; 4­17 L" i [" � , ' r 10" I* w - W� 7g.3132' WING (0 THIS PRODUCT EVALUATION DOCUMENT WTLL BE CZN90ERFD INVALID IF MODIFIED . I i ' � a I'll 11 - A,2) GAUK-IN A SOUD- El ANCHORS SHALL at EMSECOM 1/8' INTO THE POURED GOT4CRM NO WOEOMENT INTO ---Tu---o w —a —, - a 3 � � i ' OCO SHALL 6 TFORMIT'FED. I,Te 4-aO SCREWS USED SHALL HE t 112.' ILONC MOMMUM SHOUILD 3TU= EXIST, (d) SITE SPECIFIC, PROJECTS SHALL BE PREPARED AT A FLORIDA REGISTERED ENGINEER OF, ARC FTECT WHICH WILL BECOME THE ' -- 2; . � , L--' ' ,.2 m-Kc, � � 11��,-Izllcvm 11 1�10 REOU " �, _ ,� 'Nj� -� L ' ' wafm 1 5 W` N . . I � .to �T�l * -t.'U , 11 Xk .19" 0.0k On) -3- -7—/z — - ­ to" - , 11, . , III I' MINIMUM 1. WALLS *1111 NO 11111110, .11 11,11 Ell .111 SCREWS 01. ALL THREADED SCRON5 W/O -., ENCIIIER OF RECOR0 (ECA-) FOR YHE PROJECT AND WHO MLI BE R PONSIETUE FOR THE , , , , � , , � , , 3 ,,� 4 HIDWIDTH Of KATE AT SOMES 200. 9- �%AT OR ON , , " , , 'L 1 Es - - �� r XM� 411-1. ) I � 'L ' : -- I C - PROPER USE OF THE P,EO MOIEFF? Of TTECORD� ACTING AS A DELEGATED MIN" TO IKE F AOIK —mmm mommad FACRIN _", I , I TAY WIN NUT- O.E,D ENGINEER, SKAU- SoSMIT TO nO LATTER THE SITE SPECIFIC DRAWINGS FOR NEVIEW il� - I p"I"'ImpIrlY 0 � iwq,N&1-4ri2�7C," ­­ I Ovo - ,I: I - I , - -, - - SIRY"i I, I If, I-.-- I - -',- - -1/4 A3) IN THAT PRECAST SVGNC� PREPW CONCRETE PANELS. PAVM. STUCCO OR WOOD BOARDS BE POUND 0 I C � I ��! LAS SCAM 0 r Oz. W/ ft 11� I , ,� . � sa" a IT - / � IAI IliFIgg PEFETAIATIO. FRUCIURE' ft-HAO SUCH PANELS (.) THIS PEO V,AEL HEAR 'WE DATE AND Ck*INAL SEAL AND SIGNATURE OF THE PROFESSIONAL -1--= 1 - K., jld� , - i ? , . - I , MI, . �..'�'. u . TzuTr4-J I A 2 1 CASE I- ? LL I Q M"A", AMBNATIVE 2N . 4 meww" 0, WE STINC WALL OR FLOOR, ANC44095 ISHAU, ETC LONG ENOUGH TO REACH tHC MAIN $I -- ". 3 1 - w" 2`0, wom .... ON REM Aep CRORAGE SK-iL BE AS MENTIONED IN &J) ONO IN X2). ENGINEER OF RMOAD, THAT PREPARED IT L - SCALE 1/4--l- L' �, i I PLATE REQUIRED FLAT - FDGI IA. STAITTER MANUFAMOWS LABEL SFIALI­ BE LOCATED ON A READILY VISIBLE LOCATTON AT STORM - ­� --- ,- I (8) TC-LKLMNa-LIlL�ALOPLA&L-�A2nLr�-N, - I I I - I � T MQ""ING - t/4- 0 TAPCON ANCHORS AS MANUFACYJFTE�O ITT I 7 W BUILOEX� INC. 1,-� �- - I= I - I ,;F-- AMNATWE I "W PANEL SHUTTER IN ACCORDAINCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING COVE ONE LABEL ' ' SCAU 1/4�.I. I � L I I jja�j - Ile 0 x 7 !',CALK -IN ANCHORS.,AF` MANUFACTURED BY OEWALI, INC. SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 17092.3 Ov THE � / FLORIDA BUILDING CODE � T'l— R UNTING - 1/4'0 . 3/4 OUD-SET ANCt, AS AS 31STRISU BY ALL MINT EW. BOLT & SPO:VL�, GO ^5� - - MOU " T _ #14­10 PANEUMATE 4) AND PV,NELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION r illott", ""'A00 '. FFISTALLATIONS ARE VALID FOR BUILDINGS VKHTOSTL DESIGN LOADS - m9mr ALTERNATIVE 4N � V. ,- All 5*-Io,� 2 I ,'OH-10"k - NATIVE 3"W SCALE '/---I' - 1/4* 0 ZAIAAC NA11-91 ANCHORS, AS MANUFACTURED By "ALI. INC A. I ,�",;;��%�­,.-Qp I,, , I .1101!1�A A rk .. ......... , - .., 2 FDR NEW WOOD FRAME CONSTRUCTION WOW MEMBERS 10 HE Wurl,';p, S t - -, 41�'T,, SCALE 1/4'-I' ........... ONLY k , TI, ,,,,,, TO 1660, -76- AM I'ANEL'S LENGTH UP F " ... vo -4-L P�L ft�� 7- W/ SPECIFIC DENSITY or 0,55 OR EQUAL 1� ""40�:�---- - ­..�� S. 1) MINIMUM EMBEDMENT OF TAPCON ANO"m� M-CO IIANaNLATES AND ZAMAC NALIN ANCHOR. R-10 NE ro, %. - FLORIDA BUILDING CODE (Won High Velocity Nor ;cane Zone) ',w-­O&- .- % , --7,r �, . SLOCs UNIT SHATI BE I 1/4'L , , -. - - "' . - . CEN - 111� . I , . \�r ., i�. FLORIDA BUILDING CODE (High v**1"HY No f .. . � mo,"'. InC 11 4s, " - J - � FLORIDA BUILDING CODE (High Velocity No cone XOTTO)l , �. Colts Zone) - W,44 67 " -S 24 GAGE GALVANIZED STEEL STORM PANEL z , No. - I - z . . = : 1 12m TAMIDIEL eI" RL') CALI�-fN & SOUD-SET ANCHORS SHMU of: EMBEDDED 7/e- INTO -11E C M'RETTE BLOCK UNIT. NO . - � In, . 11 z . No. 4 7 -- S .,T0.,w,,oa -- 11 - ­ = , -*E 210 WE GALVANIZED STEEL STORM PANEL I 4� MINIMUM SZ11-u IT. * . .i I STUCrO SHALL BE IIERNOTTED. 1/4' �20 SCRCVfS USED SHALL BE ! 1/2' LONG -- S * * =10". � *� !* ;: 20 GAGE CALVANIZED STEEL STORM PANEL I - "" '� tnt). M TRAC = . ; z TIRsIN wl AN I' MINIMUM FOR WALLS WITH NO STUCCO. %�7,$%, STATE F � &-- - - -- out, , s- "I;... S E O(� ��f ----, I k'�LU*mf �Tiplroo,"111.11-T'� T %mawrP '0�. OFIX � I - / M LTE c o ... \ GLOUL PROTEMN PRODUCTS, U.C. MORAL PROTECTION PRODUCTS. LLC. ""'W/Ts' %.�P', V 4;! - G ON PRODum, we W/1612wo - jell .. `RLU` "Crolut A '400 SA " FFKV - ­11- - LOBAL PROTECTI , IN cc WOOD BOARDS HE FOU ,�'Uml ,�., - -,=- .1 - gil-laRm-COM WE n­ 'ou'T',)", -175 .-I -.-� - �\ Am &w..!N STREET , HwjjR .W221LIMAgi� "t T4 0�'L" / I I L I I C 0 * " C - S­ EX STINI W;Aiu� ANCHORS SHALL BE LOW ENOUGFIR 0 REACH THE MAIN :IURE DEPITNO S1414 61' -�l ` R01- - - OmAjawf-T,HA *�X, . -- �-- 1��=- � �) - � _:--,--- -.> wt - ­. 1 20 %�O�.`� RjS!w-- - / 11LIE Om". � 'CASE THAT ",EWT STONE, 04 PREC4S- COETC ETC PANELS, 5N 0 OR , I- -. * IoNTINETERLIXII COMPANY MA� I 1*t. mQ11L.Em-1121121161811E ; �, ­ MITItI sm. III SAW ­� ­­ .v - e- tZ �Tt= . �1 OTIFIDNO-75.6. NM: OTMIM-ifni 20-176 , �. - ­ ­i kV" RETAL40 ,,, p ,,,, ANCHORAGE SHA,E BE A$ MENVOINCO 1-14 S.T) AND IN 8,2), -, If;! = ­ L -a M, -=UMVI" IWIEF '1110171"1111 Aleffill" im , �� , A". fl� ml, 20-176 "X411 � -- .-fOGII71. - ­� --I - - � '�" - tKsl 0 ­� TOP & 001-101, M;XJmvIc5 CAN or COMBINED 114 MY . FIORE, TstF,XXWF­n.� F­ (".)NA-6my TIC . .I. -- WALTER AL Your �ak I'At "71 � - 11 . . C mm fsomutmLINTI: CA-0ml,f . - ";"T"T"fokit", F,E %k/ wtwvw� 11710H ;;101�-- � tk-ODWTO l M,,- NOTE` � KNUTIER *WKS NOT !L`0" FUR CLIPIN *wTrWkz J1- . . - -11,11, I -, - I ­ I - - ;Z; � W 26 .- ­4- - Iwm F. Is, 25 1 -- mm 1,11, A oz - . I j � II I --­ ­ ­ FORM 1,1 '! I -.- ----­��­-­- w m j MAXIMUM &S.D. DESIGN FIRM ] J-) AND CQUESPONDING +2/4 1 4. 3/4, 4/5, 5/5 & 6/5 INSTALLAIJON QUAIL5 FOR REGULAR PAKL GULAR. LIFE SAFETY & E-Z HANG STQRM PANEL SYSIEMS MAXIMUM SINGLE PANEL 0) LENGTH "L" SCHEDULE ONLY FOR REGULAR STORM ,W/6, 2W/6, 3W/7 & 4W/7 A ) - a .1w ANCHORS (SEE SCHEDULE ON -�* "A' INTO POURED CONCRETE OR CONCRETE BLQCK STRUCTURES (SME 112- 1 � PANELS IN51ALLAMN INTO EQURED CONCRETE, Q : WOOD (t) -­- - -I.-II.- SHEETS 9. 10 All) --- ----.--,-L - - .­ I-------- -'-L--"- I' UK - � � , I* MIk � j i - ­­ ---'-L--'----"- , L' L --15.125' iTO7AL WIDTH) ­­­­ ­­ --- - ­ - ­- ­ -­-L - ---2.187-- - SINGLE PANELSM UNRE9T1IWNM - I 6 - a -- - - 1 7 ' a . Sg�ZG� Rm :. ­ RSTING POURED COKRM - - --'-,--,- -- -L--- - - - ­ - - 12,500' (EFFECTIVE WIDTH) ...... L - -- - ---' - - ' - - - - - -­­­ r J­ - ­�- - -.1451 I 1/4'e- 2W/-* I -0 211 - 1-7- 7 -- -11 ­­­ , ­4 I CONCRETE BLOCK I - ­1 - .-I -- r ",- -1 - -1 -[- - r -1 ... L 7 -F--r , - 7 - � I f �250 - � - .750, ,,;.S S�UD RMETIED E). m .. (�), 03 . -,-T-,-1 i Rs�'Ivqitz r ,,� REQUIRED. � I C-1 , ------ - -S I/., frYp.)------- --- 1 7, TO'A�� 0 a ,/A- %111f BACU-jj-" * I I I , �j i -474t- 7 1 1 - ­. , I I CONCRETE ANCHORS CONCRETE ANCHORS "", I IN .12� �L-w, 1­7 -- ��`� - 1,4501- , I � I - --- 2 1 '14 L (SEE SCHEDULE ON - -, (sr. SCHEDULE 00 'jE� V, EYJSnNG POURE I I , I I I , SHWIS 9 THROUGH lo� $HIEM 9 ­­ I., 7, I� - . � I ,L' I I 4'IT ,., - I rr- j 10, I MAXIM�M PANEL,LENGTH MAXIMUM PANEL LENGTH L ­ 1. I � ,I -� 1) I I � %+ .1 � �p­ .11 coNcim BLOCK - i­­­ (ft.) 0 "L+" OR - (ft.) 0 � ­ (�) I �' 2 CONCRETE OR I - 1�­ '� I I 1w ' I i I k - I' I I I 1 I , � I'll -4 � , - ­ J �, -6 ) L'�:- .1 ,2 '�' ' __ " L � , , f- -- I-,- - , 'A 1, k)..] h ', ITS, ��41 MAXATIUMI A D VA"ItIm kslo. , 11 11 ­­ ,,,n, ,024' 'R ­ 31 - CONCRETE A WOW CONCRETE & WOOD �, � I ��. it - . IfIL ED IIEL � 1 7 ""' 2 I - s7TW . � '. 1�571, DESIGNS' DESIGN � A, """' ­- ­­­-L'1[ I I - i I I HEMMED IALVARI MIN I ' I I I I I il/A* ­­­­ -,-L----'-- - Oj.�­­ - ­­ : EDGE AV AM Typ ... ^. 2 ". * � ,w4* - '%. "O".. PRESSURE PATING INSTALLATIONS t PRESSURE RATING INSTALLATIONS t 1-1. - 11 I I 1�11"' 1 1.11 , ­­ -- � �,,' ".1 i i ­­ . , - , , ' ,- , ' ' ",I � CONCRETE ANCH " -- " I - --- ­1 I "" 11 -1 I—, F­E . F - � 'I I - (P -.0 (+ of -) L+ L, + . -) --T-- � i -1 � (SEE IN ",'P, f . I � --- I -",L�;11��, . . , , (P-0 ( L+ L- - - L I -- I I � I � N kx- 4-4�1 SHEETS 9 THROUGH i6y7f, G 4V z .4 , ­­' - 1 1 1 I I �` i ) �, Iw I f ewn - — --- T2�10, - I � I " "­ � 1 1 11��", I Eof , 11;� 'I C.-i - ---- I 0 1�,"I"'.1?","11 L I I I I , . " - ., .375 210 W-0, I I'-v ziii I R C= . - - � - I . - -1 , ,�, I "-� DETAIL A GRAD 30 MINIMUM I ME .ZW , 7.1- I—- -- L TO941 --- A T� 6" MIT zoo W-4, I.Y-0, -- - � I I - 4 I i 1 /4' I - I ., - A ­ - I �360* - 1250, - -,!Do- .Too t , I t,'. - .-I �2i')'I - - -- i -7 r_ 1, OR Is 12 Ilr aC , .1 - I'm* ­ OAA1 BE foomm) (�), @ .1 T I ( I I I ­-, -, ­, , I .- - - - f - ­­­­­ ­i '0�r 1 ­jL --- Lf " ,---- - ---- -------- DETAIL A - - Z387* - -� . - --;7--r - --;,07--R;�- ,, i 1 i I - I , ,,, � I � I E -� ­1 PANELS SKALL at INTIALLED ALWAYS Ago ­­: �O - w-51 '01-7, SED P I . _ , J- A -1-1 --- -t ; ­­., 11­1�1 -1 . � cli = -I= --- - 73= JRLO ANEUS I [ --� -, I _pOLTED PANELS W/ 1/4#-20xl* I -) : - -(j) - 1 A' - - I- 2.000 - � � L-, , -1�31 L -1- -] - , - I - I , �, . 1 1 I" 0- I UNBOL I , � I j111 FROM LEFT iv ROM W/ 1/2 I -0- *-to' p'-9, I I I LAP It I -�-, a I I ,��11 C, .1 , 1. `�, AT END AT LEFT SIDE OF PANEL [ I (SEE SECTIONS AS .1 j - SISr US. Bar W1 @ 0 Ek OVER I � ,; , . i w- ,C2 (�) *F' TUCK (�) ANGLE WETH aILM . -1. I I L ­�i�v,­­ -- -j- 1/.-#-2TnI- I ""; � I IT ! = I I i I I I (SU SECTIONS AS APPUCAE�LE) �­�­ 7 �� -­­­-T­­11 "­- ��- ��- ­-'­­ L -ag W-1, W-71 1 1 I t j I 1 ��,7 R,-�- --- --- ;. .ffio 9,-5, -i�-`S- I ; '��. C%1 - C13 -= 40.0 70,-Y, 9--, -----!�o W-61 ; .� /I r.O ,,,��,�,, I I"" To I APPLICABLE) [ - i I f Ir 9= - � ---. - I I 1 , �T NSIMO 0 in. : I I �, � Tr TOP TOM -- .- ! I 1 ! 1 1 I. I 1 1 i SEPARATION I SIEF"TION Om vol FAND. Z.- LLj -- - -- 7-- . -- I E I I m FOR "Wel 6�7- -- 0'-2" L_ . I I 1907" ovol 1-in , I 500 ,-" , sad I . . i ; ( TO CLASS -- I "I A I TO GLASS, (' , LIM 04H T-IrT 0 -I' "I ,. . OF PANE, 0.024' (Nfin.) I � --- -i; � L 1- i 3 t � � I- i 1 ! , I I - .j- - 1 I I I -- 11 '11f�,�,�' I I ­ I IMNECS ENP LA� I I GALVANIZED S7Ea _ , - 'L � SIT v M­ a SEE SON i e - I i - � I ­ -- --- - 1, I . SEE SCHEDULE . -= = - �- ..;'O. , A. .w w 0. . - I t I I ! I r 1 1 ! i [ f I I I "'! I 1 I S I � .1 i I m " - - L - I - 3) , , , 37!j- 7 1 -7 - =4 I I ON SHEET , jMJF, SEPWAT04 I I - - W/ H�E�wm FMDW"E , `�I I , � �' 1 ­-.5-0 - ' - = ir-j* ?*-19 . : ON SHEET 3) PANE LENGTH I " I I : 'L, M- - ,-= �0.05* ---- --i:­ - -�; - I .-� L I I I ; , R I I Ili CLASS. TINGTH r.-,( -8�0 -3- -7- Ogg 8--o. ?--s 1 1 ; I , ', I �. PANEL * . I 1 i I i I 1 1 ---- -- ­-- - -igr i -- i ! I 1 1 I I i i ,.*�LL 1A­ Uj 6 = A"I - , , --! / --­-r_­g- - -r-4- - I � GOT I I ON SHEET 3) PANEL LENGTH --I (SEE SCHEDULE ' I U- = Cc C ­1 �� 1�1 1 133*, 0�2vq: - L -�- I I fto &11 a -?'-a' ­2�--2�- 1 1 1 L , 4GRETE ANCHORS - - -v-- ­- - IL � � , �, - L (Sa SCHEDULE -= m >< - - , I A , -- - , - I.- -- I 1; -,r ,- - f . I ON SHEET 3) - -j i i i I 1 (SEE - : ; ON SHEET 3) I", ON -�JHTF -�)- ­1 --A (SEE SCHEDULE = LL- C�- - ,�, - . fi'-FI* ! - ROWH � I � L. " �1. SHEETS 9 Q - IETI i -4T it - � / < ,7!z� m� �,�� L I ---!�*- 7'-S' 71-01 M.0 7'-S* D.M-0, I I I j I I I 11 I j ! I,- - A -- Z9 �// � - � -' ,- �2w* 1 75.17 71-1$1 w-77, 7SO -;7-7­6 - , � I .- - - - ': �7- .,I,- 1-1 - ---- - --- -- ,lot k*!- - -. t - wr -, -� r 14d -A----! 1� s6z i I - , 1- In .= , , , L' I I � I #..to If , C -- ­--,� -- - " , - . - - -- ��i_ _, k ­pAX-- I g ,."g i OF 't tm.1994 I - � 13 _ -- -- 1 .6,2m, ��� ' , - , - (�) - � 1- . -d ii� I � �, I - -1 - i I I /Y' 1 407' 0 625- ' I -aao­ -r-2:, I -7. "" $go 7'-O* 6*-15* ­3' MAX ,, ,,"'ILT �'4 I - 2_591*L .---'- , mEwmER- -- I—, � .11 --, 4Z7=' "I @ .19 _� � ­1� I I , , , k , I - I - , t-**',' 0 1"2 - I , , _ , _ " II , , , -1 ,_j r", " I , ._ , DI L, _j"TE 7 , IF_ I 9% , , ,_j _ i ,� "! - IV , a' "' # - ` - 'o. 1 ;12:1:/,I- I,, - I ,�I. .'A � -1 -- TII!, I V�j 11 /i r, I � � I - kT- I I rml it � I 4 - 71-:�l z w.j`D­ letook � I 40� 1-� Is, fp , [67 `7 �_-�� , z "S" FTRE,; fTo; , 'Iff- I I I — I /. -, - I I'MtW I- MIN. , �,�,,,�,,�,�-1,����,��N",��"', - 1. . 0 L -:x 2 � T I ,� � - 7'-O' -i_� -;i-o- --�_-q -6--57- ".", � I "a. I 561; - C14 �,- " --- r', r ­ ,rll� I 11 /-\ 2 Q) L�p - I _ �. -,..; A- , r,IDS, OR @0 0 — r ­ i L*11/4, 3/4, 4/5, 5/5 & 6/5 , , of %7 1 _ - ""I'll 4 I I -- ­ V".'j�� - L %'m i MAX, o I .T__ 7 � 2,250* - _� J4 I , ) I ----!�-- I r 0, . , � ,L' -- 'L� �, ,�,';111;1 1�­� 0 �1. '��,`�`� 4 I -�?,���,,`,� `,--"��,," "� = -= M , f": ,�,�'� I � I , , - I END UP W/ HEMMED EDGE, ,.BaSi �1w -�! nI­ ­-L-.g* - -!��5L- ----2!!.9v- -71 6,-To* ; ! I ; � , , � = . L2$01 L , --!�­ - - --- - ---,- I I , "' , t I - I i I,/ L 'LL � I . z r - = Ir -3- IT.-F. --­---ANTCFCCRS (SEE SCHEDULE Ow SMEEIS Ih to &it)- -­ " -� �� ! I . -- i '�.',`. � I C I (N.Ts) � 11 - � .0 3-11-il I , E, , i:" - I ES). �","� � I ISOMMIr - IEW M 'ji;j i � - 'i -;-I_r --W-o -F�-*--­ - 6 --I* - L* 2/4 W/6, 2W/6, 3W/7 & 4W/7 . . - j , V A" � -0 I _ I I ST I I i I "� , ROUNDED CORNER 0 ENDS OF PANEL'S I . Ae, 'a", 11; ,- I- t �, 1. F 1 -2,378" -1 ---±�- 1, "I 11 I'll I'M I � ck) - -Ei .!� 15751 � REGULAR S - ". ­-J�­­ � i I It, 11-11, � ,,�,�,,,`,�,, 'n 1 I �&, �� � i -.1'...-I-1- TYP. OTAITIM -- 100-0 -­!L-iL- ­L-111' " ­LLIV-111 �� MC .11' U - - I 1 /'vm'!t GAP '&,�� - � -,�� @ - -1 — PUA&J (05.0 W-31 S---i� lotEo e'--,' -,v:-e--1 N,T,S. I NISTI I . � ­L . ?�wol I-, -1 --- -1 ­cl - - " � - I ,��,;� I I I "' , ��, , ­ 0 "e", 3: m --------- � , - r - 'ft mmumv, TO, scp" am , I I 7 , , , 1 7 , - + -'e.1, HOI �R HEAD :,. �'7 1 � "�., , A" A" I L -­-­ -- - - 5--7- flag - - -- -I `,� -, � _ I � 3: : OYP.) 7W 105-HIS4 ALUM, ALLOY KEY HOLE AT PANEL �,750` - 110.0 -.--- - 57-7 2.687' A CONIC 0 12 IX OZ. 1 �Wz , cc .= 3 7150' - - (mk Omk± .1 ITHME WLIM , 7 ,,� �� - � ff. ! CONCRETE ANCHDI _ � L, .t `UCASLEY - L.% a) ­ - -TAO - 5,-8" ,--to* I - �I . ,� I I I , `ts­ ,072' 1 I I I lim I- 'L . ..... ­` - -- 1 RICO REIL (SEE SCHEDULE ON , � Ij 1. --I-- --j I - I -�- J -8� r 1/0;;��: ". W5. W/ NUT I � ,'-`,�� -�:: �-� - - - -5-i;- ",I'D I --- ---- 1. 11 - � @ ­10, --Ec'- @I Ox --- " .�, SHEETS 9 THROUGH 10) 7 124' � ,3. *SCE SHEEI 6 FOR ADDRIKONA I 19-6 --- -- - 11 MIT, - - 'L - ------ j­­ -- I �`,,;�' - I 1 -7,* 1 , ­750-- "a LIMITATIONS IF SUDEW. UENGTF� IS I j*. L: omfl- - I-- v1w\ /� 077- ---7= - ,�� �'�,:,.-", .�;, � 1� (�) - ,­ "ff 1067, -C 3 KEY HOLE W4HER (�) I . I . -1 -, 125' ONLY VALID FOR fWALIADDIN ORO I ,�/ �Q -411TN--­z � .1111, I ,,,-,­� W/ *ONLY WHEN SOL.JD _ � � .a �.T- - . I - . I " - ­ I I \-/ . All IIS I, . -,W-' WOOD STRUCTURES, MAX, \T-/, 1. 1'111�� LEG LOCATOR I WHEN I ,, (�) SLEEn 2 1 IS I MINIMUM SEPARATION TO CLASS SCHEDULE � GAO \7-/, \—/ 11 "I I, .. �� S.IT 11.1Sr;".1/ FTE , COISFING POURED CONCRETE 1 12w* I I MAX, LENUM I �--� 1) (�) OR CONCRETE MOCK C E TERNATIE CONCREI`�_ ! CONCRETE CONCRETE ANCHORS : ARE USED. REQUIRED. .43 0 WOO SPEED 9 170 .,P.h I WIND SPEED > 170 vn.p�h I'j --R%G.= STAGGERED, W/ 5116- � UMIMUM 1 I I - AL ­­j —2.000' - - , 7SO. PANEII, LENGTH ANCHORS OCK REQUIRED. Cl C-) - LlA - - - - - --- �=. 3, 1 N.T - �S. - -- (SEE SCHEDULE ON — !-�.- 193- - ­ , 12--* 2,960- - ­1 - ') UNREsTTRAINED I Rmnomal ----,---. F--.E- kvrm SHEETS 9 THROUGH 10) (SEE SCHEDULE ON CD _-2.548* - -- F� I To i =.)I I D(l) U.� SHEETS 9 FHROugN 10) 1 � , 30 OR LESS L�. MAXIMUM "MAKE PANEL LENGTH FOR A GIVEN POSITIVE A,S.0- DESIGN LOAD. - -050'0 E. ,2w - - MAY- ALLOWABLE PANEL LENETIH FOR A OFTEN NECAINE A.&D. DEW" LUC. - : I . I CTYP7 >33 70 90 (2, PROCEDURIE TO DETERMINE MAXIMUM PANEL UENOft (2) AU_:H�� @) -U- HEADER 0 I ----- - --I, MIN, m, 51 m-,------ L : T.. I --- -- -- GrAw A POSITAS &SD, DESIGN LOAD WERMINE MAXIMUM Ma LENGTH 'L,' FROM SCHEDULE - I i GIVEN A NEC - 2�000-- --� �90 TO 145 I- I I- 7 1/2- i 7 1/2- �ATNE A.SO OESION LOAD, DETERMINE MAXIMUM PANEL LENGTH %� FROM SCHEDULE (& SLEUE 1 " MM. -- - I I " ­ , I FINAL MAXIMUM AILOWAM PANEL LENGTH IS EOUAL TO r1C MIN" DETERMINED PANEL LENGTH BMILD WALL-MOWNG WALL MOUNNiffEl-T MOUNT 1Tw IT ANGLE . . >145 J2_L/27 j BETWEEN 'L+* AM %-". lvn� I Mr. RD -�:T-�, 1"I SEE SCHEDULE BELOW FOR MIN PANEL UNGTH FOR POROSITY CLIA"ATICTIN ---- 9061-TS ALLOY ,YAIpF0W#?AR,X I,ul 9 lmkb kLq rl!0" VanUL -­­­ . - SCALE 3A-1- SCALE 3/4-1- SCALE -I' �74' - - 1.000, 3i�- ­ , . kL-14e-N1w ,,"I'll, - 0 JAI HIM CON01119N INSTA"TIONS, INTO WOOD ARE LIMITED TO i 95 LI.0 MAX AA0. DESIGN PRQMME RA;;0 I I I i 1.41 14M �-g�p �J!?/�\" I I "I I - --- - ZIL MA k - f-­T,-__LF­ ­­.'k". � (USE ONLY FOR E-Z HANG STORM PANEL - OTIA ,I'll f IN, _.� ­ �Wl-`,$ --7? ik IWITEI-mg OWILD-WT I A "_ I L'--j , .Daz" 1. ILF 115-4115 'r Twk .r. laws .f C , 4 IS US��. OES1111 LOADS k MW PANEL LENGTHIS MR 11 A, � �".= *� To 6, 11 � 7 e'll, .470' . I- HIM -� 7 J, - ,ENSj' SYSTEM) 6063-T6 AUUW ALLOY DIRECT STLR� IF* ANDLE .� I ­ - � . 1. - _ SPACER � c -- -- - �4� c-, 1* % S TOP VIOUNIT HEADER I . ... � , -- - -, TRACK ... . -- . I - - B FLORIDA BUILDING CODE LNon High­V6100Y Hurricane Zone) BOTTOM ANGLE , FLORIDA BUILDING CODE (Non High Velocity No . : ­ , "' . " 14o,44167 . =1; I I B, " , zt,60-! I " T " , " , �MI � x : = , - icons Zoned FLOR111 BUILDING CODE ( on High Velocity Hurricons Zone) - I M' . . L123. �iF, 1;,� -MIN -, � 1 At ,,, * :*= .2m ITT== I � 24 GAGE GALVANIZED STEEL STORM PANEL FJI. - DIRECT NO 46, ". 32. 1. w 50' bo. ;� .. . � 1 I*= TATE001 M, 24 UGE GALVANIZED STEEL STORM PANEL' "p' I 1* - 1 - "IT= - 24 WE GALVANIZED ST[Ei STORM PANEL 11 '- � �� *,4' U. q4167 f , 0.44167 " z (RAWN IM - 7 , Z CRAIN, BY., - . - DRAWN W� -- - -- -- -- - -- ; . L,- C lt-:$.� STATE OF ,- , - � - 35" 12' 32* 32' '2. 36* '. - . : E. I z * : = _ - L­ SEE , - -- --- -.I - . 0�, A ff"W/Ano i -ol. * \ 07/vpm fioR-EQ&-QQmfi[N0QhJQL9Q=1 Z, : * 1\ , fit GLOBAL PRO Lt. 1. '. - , — - -11--, - - � . 1% MIN - 1� , - TECPON PRODUCTS, LI.C. bATL- ", 1 132' I 1 67* ­�. TATE OF - C 0 Ito C, � GLOBAL PROTECTION PRODUCTS, LLC. Twit LD. -, EDGE DISTANCE GLOBAL PROTEM - L . - - I ; r- 6 lnc�� - - 71�� -�,.- lz:�,�F �.'- 48m ,Lw. 51 STREET SEE SrHEDULE ON TOP & WrTOM IOTGUNTINGS CAN BE -s-$-. 0 Im E 0i,­ --� 4= S.W. IT, smw - "' "- , .WD &W' S' STREET aft *F' TRACK ANGLE 32' 1 32 . 1 3r 60' , -, -- --, im milime ft ENWOMWQ COMPANY - - ,.., ON PRODUCTS' LLC 204' ? 1, . "It- ==w-w`--­­. F,es, I', ww. In. A14 )ITT"In 20-175 W STC2L%tZSURES 1. So. So. I-, -�,,­. ORION.,. 1114� - .1. o`MEFL 13�33I4t�,W4-1707 20-175 SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY '-,,- -', , 'm -­Z. - 0.0 ­- )`Xw-7!`w Fft " PHONE, ,:j�.,, '. 1URIU1.. .,;, -... �­ - � 64V RL =1 - ,/11 �P I- � *'F- 101 - "Als" 7//-,- --P.91-17�- --=k% Dsl)m .. pn�- C'.)m-,nFlAL rw mom-sNAT, . I . L �- F.*14 ITZ, — � 7� / 11LIE Z IILIECOmc � 20-17�5,. -7--, 'N, *�W/ �;�,.i-tqw - - - ls� IsueNt, Ift - - - - - - M 11-1 i - - Q�: In, . I - I - � IA-11001.1 n-1 - in- - 1 - TRACK ANGLE (ZAMAC 3 ALUCTI') �.E. ME4,150MILRE10M sALTut A In �� .0 --I - I - ONECT 2 0 's m I '. on 3 X 18 I I ,,I mff"" ,. 0. (j� 13UILD-OUI 'E' 8 BUILD-OU1 "'E" TRA g & (��o WASHERED WINGNUT - . - - - , ROMA .I ORIKIIS - I I .jL 1 50 m I �, I 3a 1 fie 1 �6 1 I 22M-LiL� I INSTALLATION. `11`1"Irlll� , `4 1 - "N'T"I �Itm A , I 011 . 1 . C.-ODMID I = w- 6 '' - I i . 'of I I I I - ------ ���������� -- - ­ ­ I-- I I 11 - -- I I - - - -- -- -- - - - - ----- - INSTALLATION DETAILS EOR RREOLAR PANELJ) INSTALLATION DETAILS FOR BEQULA 0 INTO FOURED CONCREJE OR CONCREIE BLOCK STRUCTURES I INTO WOOD MUCTURES Vl�� ; , �� -- 11-y-l'ILI'l-Il-'�-�ll�i;l,"�-.-'I'I"- -- 11 ­ -, INUALLABON DETAILS FQR REGULAR PANEL �j INIQ WOOD 11; SEPAIRAMN - , ­ i��i ------- ­ - -�­ �, - - ­1, � .� ­ �j 111. -'.�' '7 1 ­ � �­--­r -- , � . I � I I , '1'r I .:: " - � I i - 11) ,.'I- ,­1 -- ---- 7- - � -, I . ALTERNATE CONCRETE 1, . , � WOW ANCHORS 11 � - , jjL r­- - "m "S- - I I I ALTERNATE LEG -�", I '0 - DR - . 'Cl, , , , , � ANCHORS LOCATION .,� (SEE SCHEDULE , I 1 /..-m, I (SEE SC EDUCE I : -7(WE SCHEDULE ON � . k � I ­ �il ­ I I I/* I I t, - -VOCATION CONCRETE ANCHORS I � " SHEET I 1) I , � I �p � "TALTS ON SHEET 3) t �, F 4'.e I j -,�, -- 7 -- � - - -- - - ,.' , � - I T 4) I , 4-o" =614EMX!S� =Op-CL..- ­­ , .1 i I - --- EXISTING POURED CONCRE11 SHEETS 9 THROUGH 10) __ _ �, I - .1 ­11- : � 0 '/� ". ___ __ ----- I BEAM : � : J I � I I � �il - I (SEE SCHEDULE ON EXWINr. POURED CETNCACI�, ��� . I -­ 11 ?, -wo. ­ I I I � � Cn -0--j _ OR CONCRETE BLOCX , - �a �1 I ,-..------..---- -- - � . SHEETS 91 THROUGH IOI­ OR CONCRETE BLOCK RECURRED, -- , ,. I lip I : I- 11, - +�­ =.-.r,,�, � ADM � T I 11 - " I - � I . I I � I I , UACY OF EXISTING WOW I I I � - i �­ . � /I 1� �1� I I I I - i � - � I , -­rD, REQUAI 11­,�i,� _1 TER Alt LEG WL -, - . �!11 , ­ , � , , ­­­­ ­­ ILI M- I BEAM TO BE CERTIFTED BY -40 -- 4-- E6 - 4 - , ­� , , , / - . � - I I I T I �, � _� ,;i � I ) , ­j­­ ---,----,--t PANEL LENGTH . DR -�- - - 'I � REGISTERED MINEER - WOOD HER 1, I . ARCHITECT PRIOR To SHUTTER , . i - --- 1, � 4f _0 , , ,r/ L6%N REQUIRED L . .. I ­,�-­-­­ -- �!! ' -� ON CONCRETE ATNCFRUTE; - - C21 WOOD ANCHORS L. a) � . EXISTING POURED ­1 � 1, "� (SEE SO ma ­ : I m (SEE SCHEDULE I 11 " � � '�� " SHEETS 2, ,- .. I e I L. I . . (SEE SCHCQLIL-� ON � L .' IL L I -- --- -.-- ­ -- 2il­l­ - ru � ", I 17- - -- � , . . I ­ ., ,­� -­ � I , I ��I a ON SHE" le INSTALLATION -#POD ANCHORS ALTERNATE WOOD ANCHORS A �� I 1'� �ZW,�///�������/���-`,-f�.,�t-,7 ,?�, �� ­ I— ", " 11 . 1/4* SHEET I 1) , 0 uk#m I:-' a I (SEE Sc -106U ON (S --- -- i�� , , , . " " - qew NEX WAIAO � (D a) � I ... 1, 4 =A* = - - 56% SOL V�MULE ON ;�, F 1�. I - j1/4' 1 Tzx SO" OR - - 3-11/2" . HEET ) , -ED-EQ ­ ----- 7= FIX IRREN Off . - , ,/,, 11�: S. Fv� W/ *x, _j or %* == ti; -- ;r-4 t/2- ' S .`F w/ WIT - "� , , , w7 1 ffiff", . 4 A' 00 -L ­ .- - ­--;4.-"= - - I 11 11/4, , -1 + --1 I . . ­'. _ __ 0 -, � I 11 ,,- , , - I " 17 -� = ' ' 0 - ; r ­-� � . III 1/v 04 -C- um - i 0 '; D.C. MW. - ­­--i � . . WOOD - � - ­ ' ' --- I . - , ­ � . � CDNCRVFE ANCHORS ­­ - 2"", �� 1. ­ ­­ -- --- I HEADER ", , 1� �, � , I - MITI- I � 1/4* 'L I., � i�; , q - � , - ED f - - I , , -, I I I (SEE SCHEDULE ON - - I I I 11 ,. 11 REQUIRED ,-. " , ��! 4 � �r - -- =-] 1 ­ C11 , , v � " I ---- I - � I L I I - - - - I WOW HEADER , . -4-0 V,4'#- - �' 7- --- - - , 1.1 �4 ------ � , ­­'� -- We ; : I ,� Jn � I ': � ­ � �-tl i - ­ .- � ; ­ - ---:�,I` '. ap - I - . REOUIN � =w=q = ­ --------- -; U) I SRECTS 0 TNROvGH 10) I - -� 9�". �- I '11, I " , � p I I I J L 1 7 z =�- p NO ---m:f`-- ­- - - -, - -- , - I q , i 1,K,-z.* � I I I , - L, i = ED ; :­ ,' � - I � I I �, . . 4 I -1, I I � " � -7- L'-'- - - �% HEM, --w-0 ;'I-14ro-z . ,�w - , 1, 'L �-,' , , *c M. I *--- ! r h , i , �� I I . L I I p7 . -11, ­---­-1­.- 6 I/., O'c i 1 , , ?,�',',,�, : -��­-,� ? . - I F,��, I 1-1- � I � I WOOD ANCHORS . , ", ,, ; , : ­1 I ­ PANEL 11-NOTH � � -, : 0 I' No, L G ALUMINUM SPACM 0 12 7/2* \ � ---- -,, - '. � - I -- ", W ��L,, ; - Cl) I , .,� L " I -, I ,"Z' - , � I 1 (Sm SCHEDULE I , -Ij ! I , I I , i, i Ij I ­ ON S I i ; .� I , ml�, , 04 I I (9� -, I 74 d I I 11 T - I =- I I � I 1�,� I I E., � e� . j i � � olrl� (SEE YNEILE ft ON VaT IIj I ;;a17;iF- ­ �, - , � =3 ICU I ,� -, � � � , �j � SEE TIME - $MOW FOR 11MITTATIONS 'OR : I I I " I., i I S wn, ; pD i ( i 11 NI � � - -.r I ( w I - MITI. FOR SPACER(p � �1 � � �, i�l W, �- t4­ i > ON SHEET 3 A - "' � o - � � I tPARATION 'v, MAJL� 0 1 1 � 1 1/2, Lot* Slurrym � ,j) I � -.1 - � L, I Li Rl�-71 I -C, ) J11 j , , T , 14 -1 01 & SCHEDULE I , , I I I ­ ­­­ L ! fo OlAsi, I ON SHEETS PANEL 71'OM ""I � , , � L � " , 0-ASS'(SEE . i 0 , zz - SIX SCHEDULE i (SEE SCHEDULE i (S" SCHM LE ­ - I � � ,I; I SCHEDULE t 11"lI-2.1, I If _ � �,- I A, .�W I !-( TO GLASS, PANEL WarN I TO GLASS I A 10 i I � L 4 1 m-1=0F`I - :,,,­;a� UE S ON SHEET 3) 1 --PANEL MATE. FEMALE 0 OR PANEL KATE . r 'T, - IF ­- , , 11, M." (SET. SCHODN � K 0 � I ON SHEET 3) ON 54EEF UIJ ON SHEET 3) T I M;n, SEPARATION TO CLASS. 0 EDULE ON - i , - I h I i � - � - - -If , I- �, - �Tun.wp � sFITuET 3) - --- 'L, M" %- ,,, � I 1) 'a A` � , 1, � - IsEf SCHEDULE ON 1 ] ,�/� IF 0 ""�" P. - 1 , S.' I -- ­­ i I ' PANEL LENGTH � q 3) , A I - L _[ ­C I I I ON S"Er 3) It �' . PLUS (SEE SCHEDULE ON SHEET 11) ­1 I I SHE %, m- ­ �IA­ ­ L 1, I I i � � 1i -vk�-, W MR Ava I PA"FI LENGTH 0 . -'V ­­ ' ---- +� L- -&ii-F - , f (I& FOR Am, � : I I � � � is, , hAw 11-­�----- �- ---- - - 1. ­1 -1 I LL :a� (SEE SCHEDULE ­ MULE I , , , : I ELSE FOR "An. DL � (SEE SCHCOULE -- - - (m FOR FWM1 EL EN07 " r I zi6� -, I- - - VIL L ­­ ' - 11�1-a� : 11 I -L- ' ; k - I I- - I , " a. 0`0 Y"'.) PAN L 11 11 I z Is I@ tj Min, ; ; (SEE SON __ ,, L I L ,�� L IT wn� ON SHEET 3) I 1 4 ' if L j- -I ,, 1, ­ I,-- - - -.-- I SCHEEL LE - I _ _ I I " I um. oKx -el - pr i [ - I -- - ­­ - PANEL LENGTH SE 11 I 0 1 L'� -� ON SHEET 3) I I 110 "� ­ ­ - ­ ­ Cm4mm -4 T. A", 1 2'.4' WOW -- ­ � - I umm DO ,,-.n ON SI'CET 3) 1 PARATION 1 =" =-� . I � (SEE LASS I PLATE REQUIRED I I � SHCET U To Girm, - I I ,-(SEE SCHEDULE -- I -­(Dj ­ ­ ON 3) -j - ­ ­ ­-� I(SEESCHEDULE " i 1 50 t---- --..-'- -----.-...,. 1­ 11 ­ _,:� -- ,­-T, �Ii- L�� - I =H�- V. I I ON SHEET 3) I DIRECT MOUNT �, =N� 1. A ON x L I 11. -- i ;- -- I I I I ­# - - -1. j U) 0- . i- --I A * I - � SHEET 3) : 11 Of 'L, LL', .­, .� , t A r- 7- ­10 ­­-­-1­- ALTERNATI i -- C, 11 ,L-,­�­ ��­­ -`I, < - �,/"'­ ­11 $ � --I-,- - -; - I '0 IT I I t". ,� .. . ... �.� � . I [ 11 OF ^L , . .1--­-, - ­ i - SCALE 3/B.1- 11 I I 1 5ft. 1 � I I `,,�,"- I . � �� , [ ---- � I I I I /"� I OF 'I L - ' ; --""',�.'/� -� I MAX. I C, ) f 01 - , I 47M-91 --- 0 12 1/2- D.C. ,In IT , L ��"" , �'*'�',�, : L ­C54 I ­ ­ ,,�:,,,,`-",�,�4 �11�', : - MAX. , C4) I . ,' g F 0 �� .... �, I@ ; - ''I ­�,----,� - - - I I 50% I SEE TABLE 11 ON SHEET I i FOR MAX. PANEL LE)YEITHs ,k OF 'V � I I I I ..., 111. I I -'-' '? - I - U"- : -- - --.-v`= -- - - IT � : 0 12 112- OZ ! -- - -- - 1 - -- - - I I 0 , 1 1 1 1 - I 1 ,4 , , . I F L&;!r I I- - i - � a) I : " ­- -­ - - t ­ - I F 'L' I . , f - . L ­- -.- - MAX� &S.D DESIGN LOADS FOR THIS INSTALLATION. 11 4) - MA I X4 � I �, - I i 1012 1/2, 0, C. i ," '.`� I � " --In I I i I Of , EO �4` = �;_ ; I I - 4�1 10 - .1 �-_`�'��?�, MAX , - � � j 4 : ., 14 E0 ,, 'T - It ,-1 L CC, I - -,; �,'-.'Y­,� T . I I �­ L - 0,C. - ,; ��,Y-� i -- - I 'I 1, , 0 12 112 .. I j - ­ � I I- --- ­ = U -", I - 1- r- :z=::::: � 71�'� .1 I I � It � , , NO FINISHI I # i - m -;­ t- I 'LLUDWEb U I EO I I -',', . L - * oc. , ED I .- - I - I ; I I I /'"* -F�, C -0 , , � I ��;,,,-�-� , I L CONCRETE ANCHORS �;44;, CONCRETE ANCHORS "" I - ------,-- - I i Aw D.- ED ,� ` ,- I'. (SEC SCHEDULE ON - -,�'��, I (SEE SCHEDULE ON , . I -I- - I I . . . I I 1. I I L� L ­ ' ­ ' I OLIGH to) ,?�5',,',,; SHEETS a THROUGH t -----4 --�' - LONG MO. ALUM LIM -­ L WOW ANCHORS I **mm I , , "� - ­­­ �­'� . I - �� - - of - OR SLAB SFIECm 9 rH,b 61 A.- , , ­ --- ­­ ­ ­ ... T . CONCRETE LIFT "I'll , - ­ -q� MR � ]`1 O'" I I EXISTING PO - � �=--- , _,�,�, �, , 9 I, -- I : e STAGGERED W/ STUD I � !-­------­ I I � I I 1i � � , I , r '!�. � _,, 2 I/S - � � , i � I I I ��, iil (SEE SCHEDULE ON I &-.CER 0 MAT BE I Ilr LONG Ifn � - WOOD , "I 0 REQUIRED :�� CALT. CONDITION) ", I -- ; i ! � �,,� � t� -- ,, ,� I I . ��`­ EXIVING POURED CONCRETE I ;�U­661(Ii ttk� AND PANEL I , � , I I ) L --"- ­­­­ I I - rX6 , CONCRETE AKHOR* L * 60 4CONCRm B=x UIS71NC POURED CONCRETE ' I I , : I � i 11 F -----,------ "I , !�� SHEET I 1) (1) INFULL"ON a Uumm w A OWE FMRY IRILDINES; wrw UT-O' I ­­- DECK RECTLITAm 2N4' WOOD PLATE --L, � � i L- , , ­ -- .- Lams PER SHEET 1 ! , � L � [ , ,�f ­­ - , ­1 I I ; j�: r � REQUIRED. W-W WTUDV -­ ,,��, � , , - REQUIRED 1 ��. � � ; - SOX ANCHORS L 1�" OR CONCRICTIE: KOCK I � , t!i -(A) , *ft= I Mm MIAN ROOF FROM ANY WOOD ANCHORS ,��1-�­=­--1--.",­". � a SCHEDULE ON 1-1 _ - I I REQUIRED ­jR I' MAX, LONG ALUMINUM SPACERS 9 PLATE REQUIRED �,, � I I , I � 1. 01*Aft "Opff 11 Az= I I). " I I I I I ,�! SHEET I 1) (SEE SCHEDULE ON L 11 I 'L, ". � ANCHORS I 9==. (SEE So COLTEE qN­ �' � - M a- ----- -ED. - ­­ ". I . � - QA� INDOLATITO j " � (2) A= MIA, FEIMILE 09 � 1­=,--,-­-7,- ,,, � i � �� i ,�� Ox SmErr 3 4"m AEMMlo ll�;r !­� ��, I—— -� .1�jl � REQUIRED � 1 12 1/2- CC. (SM TABU #1 ON � , , i I ", I f , , TH - SHEETS 9 THROUGH 10) SHtm 9 at 10,) - =ERED W1 ST, 0 SwWTON TO ,­ ­ ­,­��-, 1,1i , 2-�4�' WOOD SHEET 1) � ,� ; I I I I (SEE S�IIEOIULC ONO I w,w AS 14 -­' I PI.Alt MArm I/*1 01C. i � ; i � � , 1 � WITA, S,�I ' 1 2 � 1 � �N. , 0010L. .0, " 54a M 'T'As 0 � . � - 11 . - I I . I �­� � �!, " L' I � CNITE a A ACRIMMKIN rROM 12 tjj� CLC, VACTAC AUCOMED, ON I I ; il, I � 1,� I I 1 � , SKMC 0- -.--"-L2' MIA.--- .1 -- � - , �­-- L IIJ � 1 � , � 0 (3.) � : T� (1) MAXIMUM ASO DESION PREPAW I . ; , , I CEILJNrj AND OUNTING NTING WALL MOUNTING /11111IM-1--m-UNT VSPACERS .0­16 L ; . � 'e I Ram is -ft -ab P.L (3) IMAL 24 CAGE AMID. LOOM 15 LIMITED 10 66' At ANY OFE" 1 . 0 , I - � k ,-- .;i � 1 U) Sha" am §EOQN 6 " � -- I - � - CYM Is A RIDMITICTION FROM LARGER PANEL LMM16 ALWAXED ON I SCALE 3/8� I' SCALE 3/8-i' �, 1 IT) .XRMuv . ..o. LCI.- Is / DIRECT MOUNT SCREDIAEL %w ,I). I LING AND FLOOR MOUNTING BUILD-OUI MOUNTING ICU SCALE 3/8- I' (3) It , 01, 97i I I I 1 1 AIMNATIVE SW 61,MNAM " WALL MOUnNG STOW PAND. WAUAM04 4 Y IAT ERNAnYL2.W (4) 1 TIV UAW SPACER COMPONENT #M OALL BE AS WITATED ON INTO AN Do"N's WOOD FRAME WALL SCALE 3/8-i* WALLAXION a As SPICM ITA ITS ONLY ! SCALE 3/11-1" ALIERNATIVE I W I VAUD FOR - - 1. 1. a LIM --- 0 ... 0.111414", SCALE 3/8-1- m I E-TIMIT STANDARP AND THE 2M (7. ED=* 01 THE FLOREA L. SCALE 3/8-il 1 I.) INTITALIATION WART ONLY FOR W44D I OU'Dw COE I . 1928-4X 1 04,HMNINVA", � - 11 - ,/ ,4":. N �N � ........... �,N% I ZONES 1, 2 A, A PEA AITTIM E ; , , A% I 04 ... ... , III, XyNl� A. Q7)�% I ,� � —.,-,.- '.. ,�r,EN,pi%�.- Lij 41, - . ,4 41, .- I.` 1: = L��, ...", ... ., rLTV/A 0 � ` .1 V, MOM., z ., 4� � '� = . j .-,- XcEN NO-44167 I I 2 z . .� \�CENS$`^ FLORIDA BUILDING CODE (lion High Velocity Hurricane Zone) NOTES, ., $�---�Al FLORIDA BUILDING CODE (Non,HIgh Velocity Nor cone zono)l NOTE EO 9;OMBW=N GE SE005; = - - FLORIDA BUILDING CODE (Non High Velocity Hut icons Zons)j - � . ,OR sr �*z : - - 1, INSTALLT�TIONI ARE ONLY VAUD r MAX. "-D, z *. == : No. 44167 '. = .= m,mo,,. - 24 GAGE GA&VANIZED STEEL STORM PANEL rA Nm = CMMION OF SEC]IM. I� INSTALLAT14DN ARE ONLY VALID FOR MAX, A.S.O. i, . No, 44167 '. z velus, ,LTEco. fmC. 24 GAGE GALVANIZED STEEL STORM PAREL DESIGN PRESSURE RATING (p-%f) AND PANEL LENGTHS I'M. wnm � 24 GAGE GALVANIZED STEEL STORM PANEL IF_ < *: W.-M s, . DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS =*� . = F, TOP AT 80TTOM MOUNTiNGS CAN BE S �,--. :: , . : = OR'sh 11" COMBINED IN AW WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 % �p- STATE OF ..-'.,� g DRAM4 ft ­­ = . * . * I - = I * * = -,� U z ; GLOBAL PROT TOP At BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR S ,� - � - INSTALLATION. 2, FOR NEW WOOD FRAME CONSTRUCTION: Y00,00 �,,� "' I I I , w/w/Ho2o � STATE OF��-� - �.'.� E.D. -(EDGE DISTANCE % -a'. STATE Ot�E� RIM, '\ """' MEMBERS TO BE / ��-�t�> / 0 GLOBAL PROTECTION PRODUCTS. LLC. mn� TOP & BOTTOM MWINTINGS CAN BE . , ! 'F��-� mc. ECTIOH PRODUCTS, LLC. `o1=W` COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') ),� , - _ -- 7-- GLOBAL PROTECTION PRODUCTS, LLC. MIN; V111, INC A400%*. S STREET SEE SCHEDULE ON �L f ;�--17�-��-�, J/ 11LIECOmc. SOUTHERN PINE No 2, W1 SPECIFIC ILIEC . . DENSITY OF 0.55 OR EQUAL. CAW I P. ,w o"', - FL. 33314 z * T III. DAVE ft =4A 20-175 . X, - 9F A- - - -175 SHE INSTALLATION. "1610-7w. to: 11 .g -% -F I 1*41 NOR-75", "AT, CRE"XIMIF-9m 0,10", �/----�, --,,:! Wou ! M7 20 �00,. - "t O R I D �- . lul TILUT TKFTIFIQ�A L� . I I - I— I ..� I - -. * �' _ _ M MW40 - A -.1 � fAI*i — I INIONAI "�, Vo�gMTT COVIIA% 4WD SN 61 STREET! INSTALLATION, "o �-jj)Rjrj ONTO "� a, STAM e­N� IF 7L t - �Vwr OAK IL �014 " HT 75-46� FAA 0.1"Oumv- LI � I a �"'-i - - . - ,- III --- �Al 15, = ETS a A 10) COMBINED IN ANY WAY TO SUIT ANY ---- VHDNO� M)WIT'lln �2.jj .11'. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD - w � -,`,,so "I W6 � v . i� �T/' ,,, � , , - CRA _ MEMBERS ID BE SOUTHERN PINE No 2, W/ SPECIFIC .... i�* -'�; -- - i -.1 - -11, ­ - 'Notolt"SORK/saimURE/0" CA-00"WHO _eL - PI-nW I � CA-0mvig < �. - px� WALYTTITswuRe/we WIL IV A. TAX J1. pz !�! LI-­ a FARINA U. # 4.167 - , - , , `1 -- - i 12�u i I --. m . I . " j DENSITY OF 0,55 OR �QUAL, ......... niussm"i... -.. I II� "I afan 6 or I L-- , i � � En ow I . to *ALI" A. T4 PAL I I I , PZ I , ­­ Dma wn I -.­F'."! ­-­ � -, -j -- --- - . . 0- SHEET NO. SH 1.3 R 1 FOR INSIALLA—TJQN EgUREP C N T R WOOD 5TRUCIVRES: VALID IF SAFETY & E—Z HANG STORM PANEL � SXSTEMS _ . ___ T 1 1111 �y .k-.._ _.,_f_____(; ,/� f3; is yp ()R _ _pgUREO Ci7N6tETE VARIES 1 "�i �r+^!'YY •'t7 Ya4' WOOD 2' . 3' , .q9J' Sf W n-ta _CR . -: 8g63-iH N.LOY LWn. KLW. S,..' ® t 3/a' e _ _ 1 2 1/2 APCgk 9 r3�OC.• _. _ _ 111 i Mill.11 gtq° gm COS- y-g g )' pWRi9 tOWCR€TE. 1J4`s x t 3f4' TM'YXW '- ,I :7 REQI.VtRD - C,JNCRETE ltUxi (Y'f ANpitMi a 92` 00. 2 1/a r ': __-/mot 11 ,rx4' wDm FFAM / / OR® y M .x -o ggF�P,rMfF . rc EO tl ED .,''. 1 h �, A4WdL 3 / .-I 1 iksrtLAtERtdA7E I.Ea LOcvON ARIESe t3rS" ''iGH a N CMA. .DH3 $" Aka:. 111. { it.8 OR � LWFx1 11 ON* 105- .q80' 3tD5-Nt54 SNFiT pmkuar eoE1t.RLTe carma+F1FH.dvp11C7+ 11ETAL ALLRi ElrJtt PtA7F1_.T 01. qR 2'x4` WOOD FR#MEr z6° r^� i - 74- 3 D5 H OR't6g63-Te AtlA . l j .. .. 2- «-i I il -•, �i i /-I.cm.ALIDd. ANY'4£ /M9x\ „ \�+\ .. Mae. C.4P b. 1/- N w ._9' . a` ..072' a tr IIC. Ilos--fl" fW 9D63-Ta .J.OT W/akCKNU7 t, , M_ ANGLE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE PLAN) SCALE I/4'-I" SCALE 1J4"=1` SCALE 1/4--1" SCALE 1/4--l` t i ___._-4 __ SOLID-SETEnt CALK-R4 1 _ Wi w PAitn'" E. � F+iIniEO CONCRE}E.,., _,-ExR4ta'FE iRP1 AT "FEMhii S, hW3 s; E' -y�, ,;' � TAP t` .. .1........j s) ,V 0 DR CONCRETE 070CAt 607TOtd i; PAREL-TE FLU$ 9 PWttEq ODNC 5x Rom, OR 3's+' wco0 '. &IDES a/` t>dENING � DN - . 4 iwN. PANEL CONCEtEEE &. 'i�+R-"s„. VARIES 1 O �'j �g77[�p A5 APPLICABLE---OVt£R6AP BEYTn+'31 ' 2"xa' IYCOO FRiWE '}; ,5" I4oA� L'J ti:.S FRWE REWiPdD .. x9 E Iij OPENih+G WtOTH PgURiD txA1CRElt CONCRETE RED[NRED ,. 1 Y, �� II "�IaQx 017 2"x4' tYEOO FRAME "n ��!l -`s ,* 4 ,. REWIRED . '`f i W. ca'„"'•k;` II .," I `' sia .. . e., ,.,, . 1 +TAR} S IP'/I 1 w_14 ,a OR�I � ..a;� h _-('y'�R£NT Wl AYCNUREP FRPNt ak 1 `'-•"r'RPIR tYAF iWIDES PARALLEL 6 I. 5. 7$hc _ kN 1/ WAtt, tNkt•ER CUT END PANEL) X . B.O DISTANCE s �.,® 1 m l ' _ InFNN/rgt e�"2�f 1.T (PLAN) ' ti �- ! f ✓ =m as i ',fit\xlNt '. / lest \\`- li wr» .. a s \�r•;(O( A, T�", , .� SCALE 1/4'. I. X 4 i0� ,''• �'°---' \--' l � � v, } y VALID FOR DIRECT MOUNT INSTALLATION ONLY dt .' �A•` C N �11 SF '. CERTIFIED PANEL INSTALLATION AT WALLS Wf No. 4Ai�� •: - SURFACE LEVEL VARIATIO S WITHIN 3/4' %' : * . * ? FLORIDA BUILDING COD£ kon Hi h Yatacily Hurricane Zgnli CASE _("PLAN) CASE F (PLAN) �S0 ^ •" 24 CAM GALVANIZED STEEL STORM PANEL ��OY. � yy_ $, SCALE 1i4 CALF ORSD �-... ./ . �. ,a i,ri'. - $11 St; .. DJMul. � IL brrrrNrTfll�-1- CtC1BAl. PROTECTION PRODUCTS, U.C. g„E: �. R �r �% INC. Tw{n O k Ern> INd C°WPANY fi K.M. ]s. A k. 9JR 41= N i_ A:.. n.. g]St4 / 7':n" V40 tv+�=,. erl r'RDf1E'. id-4"-7545l. FNi. {SM}e8p-a797 2D-.175 DRtl19NG. CA-ambill wa" aww•e" w2T. gz raA YnAxeea" aM Imo:... R@ Tsx''AtfmtkMTq JtMIE. WALrw A. tk1R N.. p.E; ;+AR+ , bl¢ES 5 0i 9a 441 MAXIMUM A,SA DESIGN ERESSURE WINQ (w.f.) AND CORRE5PONDIN MAXIMUM ANCHOR 5PA-CINQ (VALID ONLY FOR PANELQINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W,ON SHEETS 6 & 7) MhX. A.S O. DE51GN PRESSURE RATING {p.c.t MAXIMUM ANCHORS AGING FOR E.D..m AS SHOWN ON SHEETS 0 Al7 MAX H� SPACING APP UCABtE Ta ANY NkTKK OF'M4 AA7E u RJ M PANEL L LENGTH (HL) TAPCON .. uG SCREW PANELAA7E FEMALE iD PANLLANiEWGOOBU59LNOC L PUS 13' Ir ". 13' 73' t W (TOP) t J) 93` 73'rt- _13- 73 1W whom t ai 2' / 6, 2' 872' / 6 2 / H 2` tom) 6 1/d' 12 t/2' 6 l4" (Wtr.,) - 5.-,. .'. B` - H" - 9• -_- '- - B. - {TAP) HEIR _ it _ 6' _ _ _. a' _ H' _-._-_... 3W __ t ) __ 13 73" ` - _ _ 13'- e...-.1 3 13" � _ OP (TOP) +45, -45 OR 5 IFS ^13, 13" 13, 13" 13" 4W(WITOU) 13' 7 ' 3 13' 73' B t 2' / w (TOT t' 3 ---;3-:-- t' s 3 " 6' __ w ama (BOTTOM) _ "�5 1/2' __ 6 1/2" g: 112" — _1 _ 6 1/2- 6 'I/2" (TOR) -- 9 4' 6 E 12 1 2" r 6 4' � (HPTT •) > ._ S O 4 /2' 9___ 6 iJ2".....- 6 t/2„ _ _., pw {TOP) Tp t;'-a" 4 1/2' ± 1J2: A. .,__. T____,.....- 7' 1 /2 2f__ A" MWOFN�O 3 _ _��.-.-., T 2J • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER @ IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 .MAX. A.S.D: U DESIGN iX4E' PRESS. PArwG (D.e.f.) 1 r1al 1E$TS' 7 M/3gMUM ANCHORS SPACING FOR E.n m AS SHOWN 51 6 & APPLICABLE. TOPANEL ALlET3NW & ANY LTwA14anON OF THE2d MN LENGTH °L' (N-) 7 APCON IJM: SOREW PANEI.MATE FEMALE ( D P iE AtdE,LMA PLUS WOOD BUSMdNQ 13` tr 13` 13" i3" 1W (W3) t f t 'W /2` HOITOAI a? 2` J 6 1 2' / 6 1 2' / 6 1 2 / B t J _) DqP) - Y _ - _ 7 t/2' .� _ 0 t/4- _ _ 12 1/2" 5 1/4' 2w (9OST.•) - 5'�' LESS B' - rw 1/2' e' 6 - H' 3W (Epr10M) 13, 13, 13 13` I3" {mP ) >+43r,0-46 -75 131 13` _ - 13" _ _ 13`� 13, I) 4W (BORON) 93" 13' 13` 13' 1(F` /W (TOP) _ 0 Ile w IW OM 61//2- 6 1/2_-. 6 1/2• 6 1/2` 6 1/2'rt (Top).. 6 1 4 t� 7 2' _ 12 0 7 4` (307T.' >v-a' 4 tIr 5" 5'�_4 b ads` 7m1/2 _. H 7 7/2' 6` 3W (TOE) 3w (WITOM) TT 5' 3 _ 3 t .._",�. /2 dW oP (7 ) 73" I . ._... 3 -_ __ 13' _ 7J° O,,.�. O 4W o,noM# (. ) 1 MAX A.S.O. DESIGN LOADS &MAX.P WHEN SPACER IS ' SEE TABLE � FOR DES MAX .. k€PaGt7�{5 USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 TARE i e A.S.D. DESIGN LOAD _ KAXWM PANEL LENGTH 40 PSF OR LESS W-S' > 40 PSF TO 50 PSF 6'-2` > 50 PSF TO 50 PSF 5"-10` N R Y V FOR INSTALLATIONS 6 MAX. PANEL LENGTHS ARE ONLY AUD W/ PANEL MATE to OR PANEL MATE PLUS ANCtidRS & Wj StY,_ Ei Htd ,')& 1/2" O.C, - _ INSTALLATION DTAiLS FOR LIFE SAFETY ep L INTO POURED =Hr,RETE OR CONCRETEMCK 51RUCIURES 1 1/4Y TAPCON_ POONEO ifd'e TARCt%J Etl$nNO POURED _ �NG ANCHOR +m 9`D.0 iTE OR ANCHOR a 9 OC : CONCRETE OR ' CONCRETE BLOCK ' .c� CONCRETE BLOCK AECUIRiO. {. IffWIRED. 11 __ , ..r•. 1/P- (ifa r l- I/2. iifb' EQw I E.O+ 2 } i i 0 Tyr i y 1 k t` MP a I - .f(4Y-xa,' EkiSTfiNO..A -E 8.s �u8,, §---SfPARATAM d. g., TO GLOSS- a-�i -. -__,/e`s-3pr1" ._.: ss its w '- C4Ru R . ,- .yA. �... d m ! M� twE "A 31.: .:. ,yA.; �.+`t-{ M I { AT u. I tDlctR iMR r ll d £Xt STI{Lv".,p 1 OtA5S N - t 40x. N a._.-.- a MAX I / PANEt i£teOTN 1 4 I . PANEL T t B Md£L LENGTH L . -- _.::- --_ - ". A 'RA A 'i-....- SEz EtfV RvN 8 i (SEE ELEVATION ?' iFs I ON SHEET ti A 1 8 T.. _ N T O SHEET 2 ) 1 7,SEPARA'fgn'- I A TO GTASS I I - ,_.� f I_- - R F E.- t - /; A U2 r� _ FLLir, i ..'•Y� rY -� �t l s r i I_ f SCR 1EP QR - E.iJ4 / I ._ i-- CIXIOIVCNREff ORR' R j - _ -1 ''', CONCRE}E "LOOK r t CONSRETE B696K 1,'' -t- REQUIREiT - ✓ j, ' I 1. xE' °G . REOUIREO. ,rJ;f, d i t l i I i } 4 - .__._. -.._F y .. _ __. _.._.._.... 4i d{' t:.-- .> _ „__.. t/4'A PANFtA ` .6NCtOR @ 12 1J2' Q.0 AW-HORANELMA7E 1/2- ANCHOR (73E't'Ordfi) SEE 5NEE'IS t3 $ Yd EOq ANEHOR4 1YPE # SPACN.T, FOR WALL MOUND= SCALE 3/8-1' rrA/ero' `IANp.,11K.11111J(6 I Q\;.•"• ✓ ",1GENSF ' Im 4 ••. : FLORIDA BUILDING CODE Hon High Veioci Hurricane Zona _ - S •!I• :tk c 0200 ATFDD. PIC. 4 GALVANIZED STEEL STORY PANEL 2 GAL rs. z , .GAGE -a STATED �''"^= i P'., GLOBAL PROTECTION PRODUCTS ". .o•TE 4r Q tNc. . .0 • r`�ORIOWw_�_7f la D+11 4 '"y7 1FLu YAxr fOIVAL S.W. 51 .STREET rb9 o a e iNo C°MP MVIi: R 1T312 xAA. k, ib, iNA Nww n. -, - 20-175 Yi^ lostlILLlli/i _ m" o..w , Iiai nt_Isro . a. • tipl m,-fwt P,.fA.L tda.Ymroayra, iAx, fu21e5d-a7d7 x•+"w. R005719 Hof P£. ".F� /SW.'Im/wr Ct--05067t9 RNrr A+t 4ti r H'a 'WAfSpt A. TRMT ur., p.E. L,0 tY-w A+' ET ,.Nd aN[FT lA 0r to NiSENJAt10N3 6nD WOOD FRAME tpl4DeaD$ MINiMLM ANCHOR $PAGIN83 Miq MMJWLA EOC£ DG1'NILY ARE INDICATED ON THIS SC19EDlliE. 2p E.D. LESS, THAN INDICATED ON SCHEDUt£ REDUCE AVONDR SPACING $,1 NULML1tNC SPACING SFN3wM OM SCHEDULE 0V IN FYt17,aAaaO FACTORS. FOR Tian OT"kttATxM•t Tq Be p°55191F., REDUCED SPACWEt gOTAWFD L'9NG FACTOR SFMtd. NOT � 1E95 TNNt YINWVM 3PSLNrO INDICATED SYtR EACH ANCHOR TYPE ON THIS sa+EDviE ,f4-. i�r. ANG71W1 TmE _ .TAy�, _ NIFFaIatS Ia041A1. ANOaR SMGW C+xJ `- 1 �F1veNVJM tKe fngrw (Ad 3 anANa Ns i aw tbnaaM qnJ a 3 1 n IDDE OeflidE[ dNalal. ITGaJ gtO70R 111 0«Ln _...._ _ (?" .... eat - 3 Eft" - (VALID ONLY FOR PANEL INSTALLATIONS AS PER SECTIONS 9 THRU G. ON SHEETS 4 & b) APPLICABLDESIGN - sepow To SECTIONs PANEL E M MAX. A.S.D. ASAI(Ae4YM ANCHORS SPACING MR Mat EO. PER SCHEDULE BELOW §t T 71 MR Atli TYPE e: SPACING FOR diHTAtiA,OA13 INTO 1NOt ERA+ OWLOW1g5. • uiNkiaM ANpKNf SpA404l7$ AND MMAtUM EODE 0RIATIPLYM 6TARQE ARE IMWI'AEF ON TFflS s..L•4NDULE= FOR Eld. i lrwt NIltfiATEO DW $GISE6uI.E REDUCE RldCNOR 6pAdF10 R}' SPAC5at3 BtIDWN aH SCHEDULE By TIC 4Tx.M3wltaq FACTORS. RR ,N65 OpEla01(w! Tq BE p11G051, REgUCE73 SPAC6M1 SHALL MIT BE LESS THAN M1NaWM SPACING aIDRATFq FOR EACH ANCHOR iTYPEF)K SHE SGNEWAE. lla w t/4 f4`" } J4'w Ile. 11.1. SWOOkmam Nfmb.si'r au , t7N7tt1niF wwc--wAtN war-« iRNtWN ANCFbR SPACING; (n.) 3 s ] .! 2 tn' 2,17 ,xSNNkR,N pp4DF FAMCKTC DAY 3 3 1J2` I. 3 3 tJ2' 3 alb[/aNRP'..D:) 1e0g(¢. 3 - l 1(Y 3 tom` 31A 3 ,jr a ACRYL am t715D910. DJ FACTOR- .._— 2 r - _____11-_ ;• 6.50 Y49 0.90 e5D - -- D.td - 1Sa _ - OAS iL0 ,.W idb I x.an � SPACINGS ONLY VALID WHEN SPAt�R g9 IS L;SEL7. SEE T #t FOR MAJf. A.S.D. I-- DESIGN LtN75 &MAX. PANEL LENGThi9 tVtiEN SPACER � US£it: AS.D.. D)H LOAD mmMI.ENOTH 40 PSy' OR LESS 6'-8" > 40 PSF TO 50 PSF 5'-2' > 50 PSF TO 50 PSF 5'-10" d MAX. PANEL IFNGTI#5 ARE ij?I VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ � SPACER AT 12 1/2' D.C. F-1 I-----,---,- __i1__._ I T_p� 0 ,"_._.—_.___.-__-..ANCIJORS (SCE SECTIONS & ALTERNATIVES ON SHEETS 73, 74, t$ 4c18)'-_-_-______--_._-._ 3" wz: R•-lA/13, R-2Aj13r R-3A/14, R-tBlts, R-28/13, R-3B/t4, 3" D.�„ �-_t'.�IM. R-tAWj'{5, R-2AWf15. R^3AW/16. R-SHW/15. R-20W/15. R-3gW/15. t" 'n-{ 0I Q 0 0 T 10 DETAILS JNTO�QOD S'iRt1CTURES q t I' WW�gOOpp 011atED � - ,I� jr { , (VALID ONLY FOR PAHELI`1�lNSTAL1AT10NS AS PER SECTIONS t THRU 5, ON SHEETS # #k S) FEMALE PLUS I. FEMIALE PLUS IQ D,eo CONCRILRE 11 I 12 opt M ri7ir.- Ile AWL A.SD. PRESSURE 1ut%6JLgA ANCHORS SPACING FOR faaH E:D. PER SCHEDULE BELOW ,MILE N1AYittlM1 MAX. A.S.D. tAaJtiNUM ANCHORS SPACINGFORMIN EA. PER SCHEDULE BELOWTO PLK'aBtE TAPCAN 50UA-SET P � P SEE S27EE7i Y FOR aNWti1DRS 7YpE k FOR wYAUATadN6 MID 9N000 naXME 9laigiNa9. < MN61FW ANGNgR aPMCWO$ AMC A7piadUM Fes# LYS`rAwt£ ARE N�ICAFCO &} 7tiG SCHEDULE FAR E.P. 1 THNN 7NIaK,t7Eq tx+ aDYaD:A.t: RE'wk APAtkaa 9r WWi1PLYIND SPACING snowN era '1CNEM4E BY THE iaLLGWtNO' £ACTUEr5. FOR iYi$, m ERA7Nkd rp 9E THIMBLE, wF9gC£D SPAC4}4 00t14tYEq OSDM. FACTOR $HFd.L NOT LiS.i 7FNN. traNNadM iw&N+4 04JfiAtE9 FOR FACtt AF7GNCR TYPE ON iHS SCWkDfltt , 1f#•_ 1/4'.Y sS , . s 1J4-s. ANCHOR TYPE _.. TA1Y'oIa _f+. •aFt-R 7ARI0-WHIN um-N Malden# ANI>i0R 5P,M7NG (k,.} 3 3 a : 1n' a to msrAVfF lib.1 t 3 fn' 3 tJr 3,12 s tn' ACETYL FADE ARTATJCE O.) FACTOR t rn" 015 _ - 1. _ _ _ 4dn 2 lit' DS4 .. D.SC 3. 0m O,TA 11.- air " SPACINGS ONLY VALID WHETN SPACiT#... 1S USED, SEE #I FOR WILE DESIGN LQ4DS & MAX PANiD. I.ENGTFIS WHEN_ SPACER �IS USED. �..i). a A.S.D. DESIGN. LOAD Mmm r) MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS Wf SOLID SET ANCHORS & W/ ( SPACER AT 12 1/2" O.C. _ iNSTALL.ATiQ�+I �E.LAiE55 FOR LIFE SAFETY PANEL INTO P,OLJREO CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4SI TAPCAN k7J51,140 POURED 1J4'0 FAPCON F%15nNG POURED 1/4'0 TPPCDN, - .,A„X't5nN0 ENURED I/4'4 TAR ANCHOR 4 9 O.C. �btdCRETE OR .__ -... _. ANCHOR a 8 D.C. I CONCRETE W ANCHOR O 9" D.C... C{iNCRE.TE DR ANCHOR O ,r CONCRETE BLOCK REOU67EO % JIf WNCREIE BLOCK REWIRED.y %!�i" � C-0NCREfE BLOCK REO}€IRt27. ,3' j N 4 z U 2� O-tu ^^11 W O O L W ^ �0� .� tV �.}/mo�w VJ Q ; %� t i i E.O• ���/' 7 £.ii4 ;���,+'' 1 I E.0•W � 11• I f s i r 1 l l i r !! .rl• l i r I l ✓� • .sue P f r 7 I 1AN. tl win. A N 7 } H-- A--S 4RATON• SFPARA,tON £P Ii i `e ISO t a'rata�t' 4 m.r` zm • I I / 1 / i i IRFN-A T 373}S nF�,Ji 0 GLASS. If { O GLASS. - - ='i""- -� dolts w "Ohs. aa2a W W , Ol,4SS------is. Pious W texts Ex+snN .-.. 3. ..! A T 9. t (:LASS $: _-_ �_ -. _� - � rh CN55 .,dl A fJl 04RAP.` '�. h-_ __. _ .=�:- y _":7 AT G DK%lY" >i>�, .. _.�, i _--�-.._ . (1� Fw swc ' i a -`-`-- Ji-r:d -­11- -' - 02k FCW Ewa 6 -. � _ 1 [ tC'a.J i xtxm aaR rat A A tFnDd+ aFN T� -5--_ 8 1� ... - - . tl ...x r_. .__ it 7 -t � II � I I 1 MAx. 1 I i 'L Maas. '1. MAX i MAX, '- P P N li PANEL f.EdtG,H ANEL . 7Ji,3. LEAV^S. ft A4�L LE. GTN b TENDON t € u +IV�p° s C3 SEE ELEVATION _..__.._ ._-____._. AT N SEE ELEVATION ...-____ .�v._._ ___ 1 SEE ELEVATION 5kE F1aV O I ( I I ( I { ( aA t � _ ON SHEET 32` IS I `O i A 1 13EFt i2 ON SHEET i ON SHEET a t ON 5 ) r z) 3 t Mm. _.. M1P 1 } d - I } n 't A Cu 'C -S P N- ARAnON - 1 E ARATtp I Imo" 5� t ti i I d 9 W 70 G . t { � 9d.: TO 5 I Lfu-S G7AS . 1 } u �_u 1 I j a 1 P CL I =✓I d 4 1 � O J ' ci l T3. < .r r� 2 1 L' 1 L; rr rr lL t:= r s be �,F A •�l 1 I _ i } 1 s:�•:. { c3Ca T >C t 6" i rr I d � CL.. + w. x W r Y. E. , _ E.D. £. D. ,r, r 4n I 4 F t7 O rtW.. } i 4 y 9 E f/1 C'V .r .E . r' Z7 1 F13 O <ss I 1 t a t iai d: i ry ,' 1 :r ., ,�',) Jr'at I 1 r . __.__.. --_.! £O x � _'- _L__. .T Q N m. rrf - 1 8c l i EO - +" 1 i . L_. f .. I----- i L EO F I._ •. x[{+"calms a' 1 E�---.-.._x/e�3-, r 3 a: G7 � 3/4 t`:.y _. -----I-._ ..__3 f-.•n-_}.-.-..$., . _..___ .._ ., q �. � SS. Fwlf MS. SS IgY NS, may= fL3 I�r '- Ita,s w t 7 ixx.t5 w � �+ C ( - .f f r a Id 1 D.C. f e III t17 b.C. ', i �- ,' ,_i/4`a 7AP^QH _. tj4'w TAfCON�{ ,' r --yesTAPCOH � ' 9f;'e TAPCON � -i 1.1a '. ANCHOR D 8' O.C. ANCHOR b 9' D.C. ANCHOR a 9' O.G. fNGNOR a 9' OC. 3. t- ' EXISTING POURED OONORE"le OR ;_ EXISTING POURED C(XaQRfdE OR _ EXISTING POURED CONCRETE OR . _E%tSfiFiG POURED CONCRETE OR _d � CIAOONCRETE BLOCK R£t}iRREO:-CONCRETE O,.00K REsTL%FtEt3- 0+ OLOCic REQUIRED. � CONCRETE BLOCK 1''LOtHRID, y C �C31Q{�-._R-iA ft-18 SECTION j� SECTE4N R-7S � •�° � O R£�LAR PANELS ELF gF_E1Y PANEL O REGU1ALi..1'� �UF£ SAiE11' PANEL = � = 40 UNTfNCiS WA"mQUd'(TINGS p. c, scALE ]J6�7° 1pyuuuN"iETJ,NF SCALE sfatit" >r _ SEE dSIkkTS :H de is FOR ANCHORS ANpkM lYt➢E if47p-'., TYPE k $fADMG FqR }NgTAUATkDN6 N470 ,Atm MaaNiNL: ANCEWR SPAaNB k 3 —L- W= FRAME N1MY1M ANCI'kRt SPAciu Mi05 AtitF MRldNM EDGE nWudGt ARE 1NHI.";ATET7 ON THIS 5x"xtEOLAC FOR £.4 LE6H TELlq ISb7tf}11EO *AwAkskemrW *� tF1a oe'rA,ralkpl 3 aN SCitEtNJti REAHlQE ABA:E43R "rPAGFX. emzrw Bade qN.) ADAW.. ars ommm tw 1 6Y MULTIPLYING SPACING +'tIgWN tNl SCHEDULE. 0P THE fpiLpWiNfi FACSORS FOR iFtIS OfiRhiK4V 40 0E PD^sF.elt, x /2 INDUCEDam SPACING OBTAINED USINSHALL G FACTOR #JOT BE :� THAN. --� � - ass Np10.W1#+ 6PACntO }NpiCATEb FOR EACH AtJfi.K& TOPE ONTNT SLIfLT)xll� 3 ____.__ __.__ D9D ------- 1 3 Ida' - (D 0) 1t�TO WOOD STRUCTURES la3 YY��O0n HEADER '`•, WOOD HEADER I _R£OtBRED I '. '$OUtRFJ) S E4'0 TAPCON _ I i 4'4 TAPCON il x , EktR a 9. O.C. ' AMCfa7R a 9" D.C. ,' fi , � r ,I t 'I (-2) 1 } ' f 17 fX15Tt91 � 1 M1//NN,-20N1' � _ ._. �q 'r I :.:; ,6 , I a', aCK]i w�{� ..Sb. �- N' `••.i At EA ,Tkxtke" OI,A$$. A .� F 6RtS w Ar fA BARN' tST, dl I Ex e ,, _.. .. _ .,.a. .may} 0 THAT Ave ti - : } fDwTH D.ER Y-e'1 31 } it � i . ,. "L" tdk%, IL-- - � i c "L" MAX _._ __ _.,.° cr _- -__-_ _-.-:_.-�-_-. g" PANEL :kNGit4 6 ! PANEL LENGTii (SEE ELEVATION EI 1 I (SEE ELEVATION , i 0 } ON SHEET 92 ) ..,._.y< .- �... _..-_��. ON 5NET.'T 92) 0 - - T _ I----.L u t .� n I n w r �;,. r �EPARATON-'- I r"'� a- f___.,.r . `o III ST9i GLASS. I �._.� OMAWI,ON.._.� � - �) I 1 I it _ k - O GLASS. �. - ..` k#t(tItG I;(}e /zt(f oc �, 1 5ea *d-11 E SSS t E 't'a 1; 7 , 2'x4' W04R ", L iCL O U O � r`Ww' v I W Q z Q J SHEET N0. SH 1.4, tzI/as> 19 .1 W B ANCHORS SECTION Ezl & ALTERNATME EZIW ON SHEET ,•- )q-.j 't' MUA '�{SEE NOTE 1)NOE 2) tt"t" S.MS ssY 9 TH ENO .. .�-^ 3f`•e'e ALL'M,NUAA * _s""T--' `T T ;- f-^"- I --'- � Fop RNl' LAS"'i PANELOi TO BE I STALLED AT EACH OPENING SHALL ALWAYS OE j O § § O I O �O I O �O -O i O d'.,--�_ - _ i PROVIDED W/ REAL`+ HANDLE TO FACIi15Ar INSTALLATION IF INTENDED I TO BE INSTALLED FROM INSIDE OF 5T:2VC'TtIRf. 1 J II I j I l l � TPE-N _ I ' I ! l ...._ 1 1. L.L L f ,. .. SI :..- I - --i.._ 1 ...i__� Lj jryF ! s4z v- - - T PANEL S;STE[N r I . _aT i 1.._i__.j .."._t GC Y" (I). 'F dT,.1.G 4' a4'�P53 '.fl-: I T CKS TOP (ENO PANF,�) I I (fIITERYOR PANEL) (INTERiOP PANEL) i (!NTE€ROR PANEL) 1 1 f Ci?NSISTING 4i' PANEi + Ccus€.. TRACKS "DP & BflTrOM. [[ E'RO PANEL) A NOTE: 2, 3, 3 �. l ! ! l ; i R ! SET Ai t;2, 3"'4 1 6`',{€• (7) END PANELS SiAALL ALW YS t3I CONNECTED TO BOTTOM IRACA. L OTHERWISE A STOP t.LArt 5HA1i. BE PROVIDED AT TOP OF SUCH t PAM:l. LEkGrFY ., nANt:L9.. S SY I. -a. 7 At I ` yk A a w /.- 4o a os.l. ({( 1 - -• 1j I ! f : f I i p h._.. .d : i P i (3 . IF END PANE15 ARE CQNNF_;7'Li TO BOTTOM THACk• CONNECTIDN " r ( • f } I I ) r� 6 SHALL CONSIST OF1, a w-.<"flx3li' M.§W/ 'rr8"Na3/32" wlNc ! l i I I ? j � t PgNEI.s W} xl4w-aOxh." NUT OR 1/4'0.3/4 THUMBSCREW TAPPED BOTTOM I [ ! ! I RpLTEQ Vim, INTO TRACK, LOCATION OF FASTENERS MAy BE AT ELTHER OF TW0 i j (SEE SECT ONS i5 dcP' 7 EXTERIOR FIAT FLANGES OF END PANEL. ! I E I I l t _ I - . 'r-_1.! 1 �.. �_ + 1 __ , t. -l. 1 i_ fd CASE THAT END PA, E S ARE O• CONNECTED I $OTT OM ) (TRACK . { r-!Obi' - {i.eHA STOP BAR IS ONLY USED AT TOP) AT LEAST IWO r: II 1 i, I , I !SPECS PANES PTA.._ E CONNECTED J BO O TRKC USING CHI ��„4 __1 L_Ii- . y` t"�)_., INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF .JJ,LLJJILLJJ_LLJJILLJ_J.-ifL-.JiLL_.,JJ_LI-J-i-i-LJTTJ_,I _3J1.1_._--_ PANES i0 BOTTOM TRACK MAY OCCUR JI ANY PANEL LOCATION- P. . .� _.. �. 3• Mes. SEE NOTE a -_>. .., 3- MCA )' NA - SEE `. '1 :4EE - I` inn t INSTALLATIONS ONLY LAUD FOR WINO W/�. NOTE 3 SPEED UP TO RS NOTE 3 MR`NATIV -_.. .. (SEI SECTION E21 & ASTtANATlUE Fp1W ?iN SHEET r$) EZI/18, EZivi TYPICALI FOR RIES 2000 E-Z HANG ST09M P N 1j Y (t SCALE- 3/32'-1" ", 2.BBr•rA9N RiiiAlN' WH CAP SECTION A -A HnL HNrr,,r SE:AI:/32'=?"%*�LyR A Tt( .M EN. FLORIDA SUILD14G CODE Mon High VelocityHurricane Zone) -_ - j S7 rrzoa➢ ream. Plc. 24 GAGE GALVANIZED IJF STEEL STORM PANEL F r IP L PROTECTION UTLC PRODUCTS, L. o7mtlGze STATED i L E C Q rave PVA _ 'jY •• Jr {t, _ '•''t+,% Haig HR t [MOAN d COu@AkY 4A95 6w. of 51ALT: +r C?�,•. 10R1D m €c. Xw wit[, vl nvt. 20-175 ,./ ... y . +wa :xJ ATl-rA90 M.: {An)Ai+-,AAA t493I6�-T54A tAY: 4PC+;�a-bT9T 15 '16NN.'ITdFdTt9iL CA-04C6iia Le%'ae kv:b AgtlrM diRYXt''6 ko. w€ATEN A, TRUr k.. € lrNHtHYAARA FL 4a T ¢ NPYEiL fr Ct A4 ENGIF'-4EERIII,JG EN13INEERiN© EXPRESSO PRODUCT EVALUATION RE13ORT September 15, 2020 Application Number, 1ZAR.1 R2 EX Project Number 20.31543 Product Manufacturer All American Shutters and Glass Manufacturer Address, 1640 Donna Road 1Mast Palm Beach, FL 33409 Product Name & Descriplian;. 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance With the requirements of the Florida Department of Business and Professional Regulation (Florida Burkiing Commission) Rule Chapter 61 G20-3.005, F.A,C , farstatewideacceptance per Method 1(d). The product noted above has been tested andlar e v a luated as summarized herein show compliance with theFloridaID Building Code Seventh Edition 2020 and is for the purpose Intended at least equivalent to that r q required the Code, ( ) e p poaq by Re-evaluation of this Product shall be required following pertinent Florida Building code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS P. EX drawing031543 '24 a Galvanized Steel Storm Panels HVHZ & Non^HVHZ' sheets 1.51 #2 iNlad g ( ) . prepared by Engineering Express, signed & seated by Frank Bennardo. P,E. is an Integral part of this Evaluation Report. TEST REPORTS Uniform static structural performance as been tested in accordance with TAS 202 test stands test h ids r RE pe report(s) *BT-ASG-17-001 by Blackwater Testing, Inc. Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 teststandards par test repon(s) #BT-ASG-17-001 by Blackwater Testing, Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering Calculations have been prepared which evaluate the product based on comparative and/or national analysis to qualify the following design criteria: 1- Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 121'1 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954)354.0660 1(866) 396.9999 TEAM@ENGINEERINGEXPRESS.COM EnGINEERINGEx9Ress.COA ENGINEEf"IING Page 2 art All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33 % Increase in allowable stress has been usedin the design of this. product Separation from glazing is not required for installationsoutside of wind zone 4 and essential facilities. impact Resistance: Large Impact Resistance has been demonstrated as avidenosd ICFvevi previously listed test report s .and is accounted for in the engineering design of this product,. Wind Load Resistance This producthas been designed to resist wind loads as indicated In the span schedula(s) on the respective Product Evaluation Document 0.e, Engineering drawing); installation This Duct shall be installed in strict compliance with its respective Product Evaluation Document (i,a engineering drawing), along with all components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shad be In strict accordance with the respective Product Evaluation Document (Le ang!nsering drawing) as noted herein, All supporting host structures shall be designed to Faster all superimposed loads and shall be or a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in INS product's respective anchor schedule shall be designed for on a stta-specific basis by a registered professional engineer AU tomponents Which are permanently Installed shall be protected against corrosion. contamination, and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. Frank Hermardo, PE ENGINEERING ExPREBsie 4PP0040549 j Con. Auth. 9885 160 SW 12T" AVENUE SUITE 106., DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM 0 ENGMEE RINGEX PRESS. CON ENGINEERING EXPRESS, CON Y YX 9rvnuW„rr dA f,a6 9S-'P': F 5Y r, n e•EFe �F F - S` Ao - rII Ir..rrJJ OF - -• t97.t1 If 'I{S )i YI$l! R - - ti IS - - 4 - V L >D L' I G.� 3 ra-r.rr'r: - � t' 4 N T Yt Y _KAF -iP! f' E ;TSB - r - p 3. etw N 4 w F>;. rl H 1 >o - _ 5 �L 1 4- I � 1.IXId' 7 �"' •.' . h c NLn -rN N 'Ir H;wt-k:� F t L,.I J., a'v t . } arin: ca crn'a nNF _ 1 _ r r" , I J ALL-Rt AT.-eJ L H➢uNnLk.-EYTRIISlarl6 i .IY : iT _: .. -� A - I LL. J=1 NQDNT 'aaa•Ia CUAVN "'r1T wl r] tit r b-e Q C h J PY w Y Ia7`E:F <F xLwN call Mnlni v caluN �` - AJ_ ukel •" _al. IT CGLIHC.lnO➢ft 9CCII l ^ ¢i 3I TBV CF^C H HU. �_ ,y^ �rt yf Xf- lull N0UNr 5_CrI6N � %LI.A IHl Liu ::H€i'JJ FF^Jt-Y: e mlv.,.Vr111 v.Iz:: L,l" '�A A _'F e1 Ii} G a °C t 'I! L nYiAlL 1"'aA-NI:'�'. '[,•lFn :sT, IFW,n I' :. t:.. 'I, A'lP. - e9 N "' FJ VU s4 - •y'=' I i^I�ICP Ali I1 <A.-_.t r rV � 6 � � P 2 A U - unto �,D f"nJ� F fF 41'M Ni: f.Ga", - IVVL fdM1Y VARY n- W 3 .-'fli:"0 rI I - t+iV I ech.rl U' YI d el-L��Ly.PL, S 3 X.E, .(e-Ill e R s L' L+15 l:< f. A I: r` M1P- d Lan I v. � P. iC GJS I '1 uU-J J Y iitt $ a ` f j. PERF. adLE w - R g ' :TLI: rFl FBI I v ,r 1 wr. lur - I. - r•' i WFYNAFRE&WF � I 5 T iT. nFl n 20-31543 S A •t: '.:r.� ' PAXse tJLacravrxow• 1 X. It�:' ] NTrn ful OD,IONALTQD/20TiOM CLOSURE ➢BALL V 1 wry L: � �`Y PMiKjIJIeHJ M(IIJII,i}4-IIUId 4:1 I TAUAjjQN QETAIL.50 -Z EjANG =RM_?ANL1,T INTO -POUREO CONCRETE, rQL4CRETE BLOCK AND WOOD STRLICTIIRES • v_ I __=NG P+DURED !�I: REIf Oft t j 4'0 TAPCDN CONCRETE SLOCX ANCHOR m :• * I 12' (IC - RE OUIRLU. ~- - l tf4'P YAPCON tf 1 "� 014.1' HEX HEAD TER WOOD MFIADER I 1"�` "" idR1' ICE% HE1D 'Ifl4 ANCHOR Q 12, o.D { " _.�- SCREW Q 4' FROM EDGE OF 7 REQUIRED t - SCREW Q t' FROM EDGE OF I {.7__. .._� :.•�<D9 rW 9 i __ 9S eDJ)a W R 1 9 s.6. YXMrS w,Q II AT rA A17A+AP a Y 1/2" (elibA�spNAi. .,yq..-.. MIA, ir•"SEPARATION EXISTiAG �I TO CUSS / ALUMrNUM POP Ek1SM11N8. $"�SE BUISI^ { 19 dLA55. l -%d.UMINUM POP { II. RIVET RIVET i ss $pLTs w I! i MAR.. AT _-..._ - _._._. ..1 PANEL LENGTH t/*'e-smt SA 60LI8 w _._.. __G.- !MAX <--._� H- R .. _,.. $ -._...- A PANEL LENGTH. tl Y [ R G R I . _ciIT I1'•�ARATPDN� 1 � - TO GYASS ! B Y� �' � I - I _I __1/4"s-20r2" THUMBSCREW H i tiJ �$ C.n 1 I/4b-zCXx" of 'L` iNIIM$SCREW A it 0�1• t - -'-../ _ ; { (P 4 111 1,,.14*0 TAPCON ANCHOR l 12, O.C, t/4"0 TAPCON€ - S✓' EX1,SnNC POUR£O ANCHOR Q /2" Q CiNCRETE OR 2"%4" WOOD IyJi CONCRETE BLOCK REQUIRED REOUHtED, WALL MOtL TIRO T ({+ALL �IOUNTiWG SECTION "I SCALE 3/8-1. hLTERMATIVE EZIW SCALE 3/8-1' DT{aANHnlgy4j! 4w 4 ✓ "•' EN FLORIDA BUILDING CODE (Non High Valactry No loans Vona} IIgT$: 'k MrN. PANEL tfT1GTY. i, INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN StGil.L BE 2'-6" PRESSURERATING +/- 40^0 P.a.f. AND B'-0" MO PANEL. LENGTH. CONSTRUCTION: WOOD 0.4d1 m1c".n. na- 24 GADS GALVANIZED STEEL STORK PANEL * � •:#� X STATED 1L€Cr OA f N 'GLOBAL PROTEG3IQN PRODUCTS, I.I.C.P1�T/rd� r" �+' .-_ C ,• {Oii{� T `y'+1, " wh?'Ayy 't ss. asw4+a!'. ' 2. FOR NEW WOOD FRAME o" rrii `' res'INO t comm coMPANr �. M' " n vI� 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC H 5'1'it`}„-Yv4,t! +mom.--t5as-.isr �27Y.C�}T?)C PHawc: (ssr,>e�7arvt rau ;ts.ea•4rs; DENSITY OF 0,55 OR EQUAL, !€ItfNnRit1 " .. r a+w.roa. .,, a wt,s�. aaL Ltiii5n.H9 tic myJ5k8iilux[.N%rT FAL:iEit ak HALL€ 4e., YS. ua +41. g+� b11R.T1 IR lY ?R ALL AMERICAN SHUTTERS AND CLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON HVHZ) TOP NT S; OPTIONAL r<" 20 MITCH BOLTS WITH WASHERED- VON.JTS FPSTENED O,IERLAPS ID MIDSPAN (USE ti APPROPRIATE SPAN TABLE) 3 D 'PWN V3[.,'J ffi �R0.15E° (CRAUN I LmaX AS REYD) -. y._-. (5PAt1 ADOV,E STRUCITGN} BOTTOM (CONNT TYPE & AS REQU) M MAxw iL TiION DCA ON YVAR V) ftl TDP MOUNT iL (CONN TYPE AS REQ'D) )TTOM MOULT (0, I;N Lmax (spori BELOW NPE AS RDq D) OBSTRUCTION) PANELS MAY BENOrcL ED As REQUIRErz, OPTIONAL Y4-20 S71-CH BOLTS 1NITH•WASHEREii pROVIb� THAT CDNNECI'lONS AND; ANCHORB,ARE USED WHICH VITLSFY : VIINGNUTS FASTENED W 5PANffi A801,JE$GELD\10BkTRlPITdtZN; DVERLAP5'g MI DSPAN(USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T:S: ELEVATION ALLOWABLE PANEL SPAN III GLASS SEPARATION SCHEDULE: 241GAU GEPANIELF MINIMUM STORM PANE( SEPARATION FROM G.tIS 5 INVR WIND ZONE 4 ESSENTAi F CAMES l MAXIMUM E51 D N 1 I i` T '. ALLOWABLC INSIALLAYIGN4lr5S NSrALlA ,DNS aRLA ER E RF 1 PR SSU THAN 3 'ABOVE GRAD' T 1AN 3P' OVEG€ i (P5F1 SPAN ilmAxl U t ) Re FVcTt J 4} 1 Li40In 1126.0 R lfr n r-sd f io,a In 6.0$ ilA S6 PN i ss I 1I166i 6aa In JAI. I B3 d P 6G91 h. } R 1 t BEA, _ bll i P _FS3 2,72 r i as _ - 2e:0Br- 6131. 2Q81P :INAN HtU NU I t5: �l. ULt 1. ENTER SPAN SCHEDULES WITH NEGATIVE PA F P T DESIGN LOADS PANEL ALLOWABLE SPACING 0 M M M M A T PA DEAN. I HE UL .UM ALLOW $t.E STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE GAD. LESS AN OR UA TO NEGAITL 5 711 L N2. ''PA E DESIGN LOADS. 3. 'PANEL FASTENERS'- AAE 5 5 USED IN A ElSTUDS CON7UNCIION WITH ALL MOUNTING EXTRUSTONS ("F'-TRACK, STUDDED ANGLE, VC.). USE 5,25'' MC' PANEL FASTENER SPACING TABLE VALUES OR ALi H"• AND'u, HEA ERS tINCWD3 G BUILD OUT CONDITIONS), 7 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTAaLE: OTHER.wA9E USE NEx7 HrGHER LOAD. T A ENTER SPAN SCHEDULE WSrH POSITIVE DESIGN LOAD a TO DETERMINE � MINIMUM ALLOWABLE SEPARATION FROM THE OPENING 7G E PROTECTED EA 2. sLrFDueE ISREQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER I A CD 3. PDR INSTALLATIONSOil IDS F THE HVHZ AND OUTSIDE OF ESSENTIAL Ts 0 T5 FACILITIESA M D NE 1 THROUGH THE GLAS ARATION ETRIN ST WIN ZONES H INIMU 3. GLASSSEPARATION SCtimULE 35 NOT REQUIRED AND NO MINIMUM SEPARATION FROM ;HE PROTECTED OPENING IS REQUIRED. MAXIMUM ALLOWABLE DESIGN PRESSURES: SAS NOTED IN DESIGN DESIGN NOTES: SCHEDULES POSR SAND NEGATIVE.DESIGM PRESSURES CALCULATED FOR -USE W/1TH TNiS SYST,, ALL BE DEYERMINED DER SEPARATE ENGINFEWRSNG IN QGGQRPgNCI IATFH THE GOVERNING CDDEE PRES SURE REppUL0.EMENrgg AS D RMFlN�Q IN ACCt}RDAMCE WLTH ASGE 7 AND.OHAPTER OR EgiTFIE FLORIDA BUILDOIrN CODE"SHALL BE. LESS THAN /A4TD YHE FEYs�Ty�+E OR NEGATIVE DESIGN PRESSURE CRPASItTY VALUES LISTED HEREIN FOR ANY ASSEMBLY As SHOWN. GENERAL NOTES: SEEN USED IN THE DECT IAL L RE RESPotISIBLE 0 its DESIGN WHICH )R (ALL 8E ReDUIRE➢ III Z mm M1 JS Dc'j XED a CALOUTATIONS AS ES NOT PISOVmE- 146 DY REI T FFE � FR OR .:L, W Vy a tl �, I) ER AESdIe'I'ERED OR USE INit eeeqYeet MAXIMUM TESTED a Y $ O73'HUERWV1SENCITEO ITtPI saEClFlcanoNs � I� N iATIONr NCODES, 1'O_ � l>• 1�� $ UUAIITY L.1 tit: Uj 1➢ Y L KSI. : KSI. MIN UM ALLOY: Q IGE0 AS'FIELI) .ALLY OR J 4 ANCHORS PER RCT ALL CfROLLVVS151 :TURAL OESIGN AS A m4'r.Fm� L Co5T&OAi4Aczc CIDST& 'OM. NATFlnAt ES A5 F BEYOND THAT rsFRdrn Trr i� EE TIONAL )TXI6 DDCUMENT IN a rj 69 g UNIMUM OF (1) LABEL MATIO IMATiDN; HM4keEYtlNEafS.'. 20-3154S if19ITC'^GALC^10/875A3 _.01MF Rr--3 FIC11 T'3 J E FWtAW,IilUN41AAN9 REPDRiS611E9JRftCE3 MINIMUM ALLOWABLE SPAN SCHEDOLE LL PANELS) .. TOP MOUNT m � w _ a 05 E 6' ¢ It s 7 e'er �n P -H" Header O" O° 23' 24"' 2u 22` 2r D" 9vWout'U' Header 0" C` 0" 2r 24" 25" 2r 2P 0' 24, 2r 29" a Header $ a "U" o' T O" 2r 2r 2_ 2r 2.r ^ O' Zr ZT 26' 'lXSR 9[W_ 23' 23•' Zr II" W Ei ti" W 24" W it" D 8 kbuL Track 2. 2. 2. 34Y 48" S+Y' 28" �' 2 48' 3O' Sr Sr 'Fack Tr 2 31 SfP' M, So, SU' 257' 5rP' 31" SS' TOSiwi. b tl 22" Z2" 2Z" It' 2a' 30" 1 Y' Z8 22' 28' ri" 31` tI-- Decat Moot S2e`}i 2a 6 V 53" 4 Yl'• 24° f,'U'ewtw r4 kTrack 24" Z4" 24" 30" 4$" 5,!'" 3r TV, SIT 2r W 111,133,1 JN NF'M I J'AM55.xgWN MPR RRM NN, 9 TI'LESSm 4IVI M Al rz A) 9. P ri 1M PA LtNGT r1A>N 98 NO -FCC 3d TAnLE bWUV"!'sAA hair. '/,LNG Yf7Np TG tl NJ NOEL MC t v51£33 .. dµCE Na NiY scaMA vAATY➢N%IiAIM aLnu III, a€shIIREo WANES w;nNr1 t5T30Ta rr 4».R4eo TIIAx 1»aT Mrn?TI rrru Rr9lvE_`; 0SVNnNGq P,a ON vi t wArY Alin >JF R-a IR AL 1 4 {H SIG-.'. k Ag1, i1d ). 31 CW W ii Cp 4Klo, t aV ttM31 MSfR{ < fN dW.€ M FRA f fJ.(R+7. ES h r*iU C� i JaT%N AY I € brV)' D P 9ft L'F U^a"4L &tN40➢i Mrh NnNYd GiRJam i6. REGUfaED:?t:PaRAPTDN FHUM GIAst. Lt tB E t 1 T Ev AFRO �^Is tw L W in i%EiE APPLfEa 8o H." a WI'IW UPWR*ff1V JrfrL1A �_?5 NIYY PANCLS ago WP'I A«F.F IO •4 ( zYaA I rhSitYtE4's 3#S'.DRA 9'tl,f.. 4 Z •MIN M H a MCiD •.A ., m%MPLS N+.A,v 9MN� I IAr srrx=ora. a, cl rite aPst NA}. raF:T a'or-a .sir e9 oEr• i v < g aEkikC, <I>iP UETaLY eslroc awr MaL.rmris cavonlwJ srHSwti Nv xHEE= exAn, <. wr t� G ��� zll'Sry gg s��2 R 4 C �o n b V tASV RAum..TAUEY+ LYl Ng -IIwA InrEruPR Tfjj--�EL i..e 3 < a A@i1CatT ARM r.La iL {i y."-YR • V Ss. IRMWARS HAT DP. mokk AN MAChINEscAFW 1.r N . 0, T A ri w/ PM A W "x'iERFfS WYNr,+Nt. JN uML f RASE { tOP7°iONAL INTERIOR. FASTENING DETAIL N,T.S. i'MA MI SCREW UUUMM Jkt (G-Nq N nro n5 AKI VI ..-. Y E C€",-AA In '3 d t' melt - (fN9JAP hMv+^sS AT E a:SrING" T€ 9 lire Ui FRAA_ rt rw.00 lb- 1455 vALNE +1Fa« raNaw-A vuloa F'nnrlaC- swam ra§6,IFSAL: r± PANPi AC,JA[EM%te fti%is wwEl.l 3:@3 iiM'1wNAt1RAaIAE stl 20-31543 ' iAGQ iNlCCN}Pifaee M QP�EGRESS PANEL DETAIL_ S INTERIOR FASTENING f,} IJ+RDO,�PeC i-2.250"�1I r _�D"0.060" i. K -1 +Izslutlx 0:094' un ua"v�. 6z5.,, Og94 0.126' o. is GA I -O,3 r- '�wil.iZd' �4 Iry TVP. '� i, TYP M0 . 4 . ^IO,D62"., 4 462° A .... " n. 21 ,_-:-" r +,'s a +5 t.93D. i.'ssa 1.__i ,.I� o.o 0.575,:o6r' - T-o Lzs a 0 6Z P L O 1r3S .-,) ,pso'.. R. (❑1 � A C �(-PAN! CLDStIRF. i D" AA 1 41D--0 HEAP ,�glLa� ANC1E 321" � ADE 3 • , ER qN � 3.3a0' MAX. r. .. ` S.SL t,5P0"}�--i1550u - 1:510" Ir• O,d65' 4455 za" o,37fi" 6:55" R�'��4�" I 0.1796'S5 ¢.19 0.655" tl35O" S;LX77" 12-SOD" PANEL COVER4GE-I L. I[ 01 J90"(' 0.68$" 14.875' PANELLEN �U'"' +}•524'1 4 G b MEMO" � S�: �v..v �° 7 _om90" J D.D9D" :p-090YrnM.•+n :713 O.oss"- 0-10" Ro13So.lD5" TYP TYP.,-OJ00" 0,957'.. r) GUILD-OJT'C TRACK Z TR GN �'f' ANL �+"c" molt 'kASHEREO AMCItIT ry KEYHaE -ASMER r D,33]I" Lr gab' t_7 ��II 1117 5655" yt. R 2 LK T Zs;szvnAY,<t yy I 3.DOD" I1 D.] aY{a1.; l7 < 11CrI �: n. LlnsVJLL � F' ANcaE 7RiiCK IEXIENDEni vJu•. ci r t rATeFI 1.0001 a T..rt r`-25' MAX. OVERLAP 41, M D IIER EDET L AX 0 R CLIJ6UR N N 7 0•Sr1y f arl:nere f4=-;ZS" MAX-i MAXCe 10 ���JJJ g' <4 , nit r..: J^6P= Mr, I e. r.l r•.Tr O -OUT n, •.I . v:A sc shf: Irc w 8U L (Y:,:IaArA V LLD 4J f]E5rANCE P f7" I11.111.115 - I F J : :rWV. NJNM.I v -w JJ "nn�nr rr%rh 1D" J DD _ a �20 1,-i;l: F}.-a:IL`c^. As' r.<. +..It•'_a. 1., J_Yr^. L •-J+`l _ OVERJ_AP '^:,U x w 3 $ MAX, II A -s- - J� y m11 r Mrnml r.l Isul+r Ir rnu g .75" MAX ' MI ' E N" �1MIN, 4" MA L ` a�€9 A� 4 J X, MIN. A..al gg'ye tiJR11ERCLdSURE DETRTL ..:. Fh1BFA ',•.-f'•cL._ Y .If> .S NPn v . S u1 l a4 ' 'tiy /` j1A1 IlCllln CLOSUaEeQA[L V ANCHOR SPACIiV'G SCHEDULE: 24. GAUGE PANELS, PANEL FASTENERS 9 12 W O.C. EMU • ' Im ®E[�®EI�Fi�® . • • CYiiLSS�wL•L">•LL^J®aL�i T fib EMU EMEMEMEM 'l/m/ /1//.'%�/ �Ino ®e€::wCBrmR®R�®i�e.%Ly�SLLCL��ICi�L!F'gJ�i,ppii�R.�®IM. lM JIM eLi'i6S1ME€ UNME ^Em ®�um ' - Emu Em n ?" MA<UFSLaN ANCRr,)N PRE59eNE TYPE P$F tiVAPl lip / "1W Pn !1VNi UP IN 4'-IJ[ .LI A.UP It1 Ill+ -Ile CONK TYPE U - C3 C4 CQNN TYPE CIC2 C9 C4 COME! TYP t1 U . C4- L -.x EMBED 3 : 3 I AI:.atNtrY! 41 q 46 N�" 5i lZ. Le 1 6 A 1b0 SD9" 12,5 - 1 0 6 ib B" 7 S 1 5" 2, 16 ISO' 67" 4 bA 125 Y6 ¢" ]b0 HB" 1i.5 fi0 li➢" 6 1 1 5" 6➢ 146" 6.➢" L 25 1 0"16.0 5 75` 12: S 160 147' 6.D 125' S60 14 J" .0" 215 25 S6.D" - 0 i6 ¢'i4 7 69' 6¢ 12: 2. 15 16➢ 160 1i, 7' B.O.b❑ 14 x' S¢ 12, 5" 126" 16-0 1+, b0" SIT.➢ 14. ¢ 6." a V a3. V10009CREW 41 -48 32 72 IMF' SG.D" 160 501" 12:5 MO" 11.1' 7100 12, i D U 360" 141 al" 12.9 160 97" 56' 124' 360 9.7" 56" _IL 125 L25 Lai 16.01, ILO It, b"ILO. SS:O" OBI. 70. 6.4" 5,6"' 12;5 12.5 12.5 160 0 "1" 9;6" SE 8EI1 53 9:b" 5,f" 12h" ]t 5'" 12S, lfifl S,b" 5,6" is a" a$" 5:6" 76.0" 9.6"... s.A" 4' PIaL➢ 1J+"A1-11 33 TALC `C 41 RpFits #B 'h Sz. 72 12 I.'0'ib "' 9. o 12.5 160 SS:" 12;5 3a0"1iY.". z I2. s 1 : " 13 3" so 1 .5 a 16 0 9 2" 1? 5" 16 0^ 9.2": 125 L2 S L2 5 Ibie'114° 6A" io 5' 1 ti.o" 9 Y" 12.5 168 Bl^ 12 Y' .ion its I2 . 161011 16¢' 1"12.51 D I..IZV1 36 D . 3G'x'8"EN6Ea 33 zl nil I'i11HIKPNA`%ti - 41 , me 4. R a D Ruse B 9 �1. i Ay,q� i. li"p11RN 72 1 s ' 2 6,0' s iBe'- a� 1z: 1s 5 60" SS" 1 25' L ➢' 2, 15.0" ➢" 7 12.5 1 .Sri 3' .8" 4 4 4 25 i1 4_8' A;i" 4 t2 5 5.4" 1 s s S.A B .29 123 47" 40 ,2" 6 5 1 a 47 2 1 zs s 14:2 S 4.7" E zs Tea a " +e T azs^ z ao•' 3 4P 11 -3" A 71. 25 i2 3' 9.i" { ❑ $.2S' 12_3 4:T" 4 ¢" ANCHOR NOTES: 1 NCHORSCHEDULE APPLIES TO ALLP PRODUCTS CERTIFIED HEREIN BUT ONLY PR IDES HR DN W A OW BLEANCH 5P CING. MAXIMUM ALLOWABLE SPANS AND PHESSU RES INDICATED MAXIMUM PA NE A Pf A X IN SPAN ERANCLESHALL PPLY. A ENTERAN - CM SCHEDULE ED f7N PANEL FASTENER SPACING THE (STING STRICTURE 2 CH 9A5 P,9 "% R TER]A &J. ANCHOR TYPE SELECT- DESIGN LOAD GREATER THAN ORE EQUAL NEGATIVEDESIGN MA L N N O LOAD ON SHUTTER AND SELECT SPAN GREATER NA. E �TO SH UT-rERSPAN-SELECT I N Oil DUAL C NECTION TYPE BASED ON APPROPRIATE MOUNTIN CON MOUNT( DETAILS ON SHEET 2 FOR MEN11FICATION OF CONNECTION TYPE). CONDITION t9FE NG 3 "PANEL FASTENERS" ARE STUDS USED IN CONI UNCTION',19TH ALL MOUNTING EXTRUSIONS (F TRAGC,5TaDDEDANGLE IET:) U EE 25'DC PANELFASrE NER SPACING TABLE VALUESFOR. ALL "-AND U'-H ADERS INCLUrOI GOUILDOUT _ ram[ ON 4 ANCHORS SHALL BE INSTALLED IN ADRDANCE WITH MAN ROCUFACTURERS' RECOMMENDATIONS, 51 HOLLOW BLOCK HOST STRUCTVRE SHALL CONFORM TO ASTM C90 BLOCK: iiMINtMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, MINIMUM EMBEDMENT NDEWE DISTANCEEXC DES 5T FOAM, BRIO AND OTHER WALL 7EEM A-W HALL M K ,A FINISHES WALL FINISHES SHALL BE LIMITED TO 1/4" MAX DR SHALL BE VERIFIEDBY OTHERS TO ADEQUATELY TRANSFER LOADS TO NOS- STRULTURE. BI CONCRETE ANCHORS NOTED HEREIN 6HALL BE EmarDDED TO UN -CRACKED CONCRETE ONLX. '3WHERE EXISTING STRUCTURE ISNOOD G EXISTING CONDIIONS MAY V Y FIEL D VERIFY THAT FASTENERS ARE INTGADEQUATE WOOD FRAMING MEMBERS, NOT PLY44OOD FASTENING TO PLYWOOD IS CFPTAB O LY FOR SIDE CL05U RE PIECES, Ac 10 kJHWHERE ANCHORS FA5'LENfEN TO NARROW FACE OF STUD FRAMING. FASTENERSHALL 6E L€Xp:TEq IN WCENYEROF NOMINAL 2" X4" (fdt }WOODS UD ( EDGE DISTANCE IS ACCEPBUE FOR wOQO FRAMING, ODD STUD SHALL BE'SOLTHERN PINE" DENSITY LAG SCREW W P y SHALL HAVE PFRLISPS PAN HEAD OR HEX MEAIZ, r -5 1L. REMOVABLE ANCHORS ARE DEWAL PANELMATE ALL-A7MTr SOLID ET a BRA55 &15H@IG L2. MACHINESCREWS SHALL HAVE 15" MINIMUM ENGAGEMENT OFTHREADS INTO THE BASE ANCHOR AND RAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. 13. MINIMUM EMBEDMENT AN)) EDGE DISTANCE EXCLUDES STUCCO OR OTHER WAU_FINISHES. 14DESIGNATES ANCHOAODAOAIONS VYHICA ARE NOT ACCEPTABLE USES. Ili_ DIRECT MOU TING (ONDETtON _ LE LINEARINTERPCLATION r5 NOT PERMI77ED FOR USE WITH THE ANCHOR SCHEDULES LISTEIII ON a _41I (D N U) _0 U N O- 0-O � O .� U Cn � �P- O O O O a) � a O LL 0 .Cn W/ V J C L O 2 ca /0 a/.-. _ .� 4Ld%li d J S J � i i C � t! o �Cy 9, W C V N LA_LmL >'C SSo N 4A "L7 N �^ cc N E � _ 4 •3 � ro ED,.0 tj ou •S .8 N E to C5 v re ^W O L_ 0- 0 L 0- U W '^ W LLI 2 Z Z Z Q SHEET NO. SH 1.5 --r- TIR 1 I1111 Tr , I 1 1 - - - �- , I II 111 IW iIII 1 IIlill'.IllIL.I':L:I111111119111 AIL I 1 1, L g! 1110 IlLi. 11'.: d,1I 1 if I It I --F_____-TT TT ----I-' - --I I :I ---- T_ Ill �--