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HomeMy WebLinkAbout36568 Garden Wall Way3 a ter• rn a� 0 v 0 CD 0 0 0 J rn 0 r N J rn 0 to 0 C) 0 0 J 0 r LS v C Cr a a CD E E O v N J N U- v P v i U O 0 0 V 01 LZ N 0 ZZ- 00 ci 5 0 0 a N 0 08 0 i6 0 0 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAID or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or Q.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR orVTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR orFF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3- PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. 1941 Al B1 KLM slid INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. e� c%4 k3nl CV C4 x- h C cc C ca N .m 3 V G7 N C � a.. � Q�1 � Cr • � A N C 'C U C ro o � u 2 0 2022 6ZN 4. 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W a CDCT, 0 U N O� o h 000 �- H rnr— r--� v N M V Q -, W ' J u- LL aW W 0W Z L I i o � rn m 00 O Z N Cl) z H Z O U 8 W ❑❑ CD M � N m0 o z � N z o � rz in N M U) N Z 4 w U 0 LU o v ! [_✓ N �N r— rn JK (� U W J 1/ O N C'U) 0e tml ti o co co coo J Z S Z Z Z 4 ce E E ° m ¢ =o oo w= Y� Q� z® I-- Xo 0Q 00U o< CZ)E o fo �o Qo <o a= ww to - Y No m� o OZ , &5 �w n Cn F p¢ ZZ d00 3 O wF 1O co co V oz¢ a= 00 N p J >� L L0 m ^Q Cc 07 Ycc T b c /� ' L J r Q 0 I N co -0 N c) � -0 CD O Li) r < (0 o T cM o Z E Q B `m d E U °u Q p J JOB NO: 22-09411 SCALE : AS NOTED SHEET NO. C S trl 3 rn LO LO a 0 En C, o O O 0 J cr' rn 0 I N LO LO L 0 Cnn C, 0 Q co 0 0 0 J Cr 0 i N LO LO v 0 /Q1 C L 3 N N C a 0 E O S 0 J en r7 P 0 U C..)l c 0 v J t7 0 0 45 O d N 0 00 45 0 0 v a r m v cn C c N L^ 65'-0" O A O S3 25-SH 25-SH EGRESS EGRESS 165DEEP PA \ 36 -- 36PIANTRY mWTI -IB- Wo___RANG JFIBERGLASS�oA-0AC FLATL . u�- I TYP @ 1 fn LE ° 00 STORYCD 21'-2" � 12'-2 . - 10'-4 1 U-4z,2,4, I 11 0„ o \ \\\ TILE - - --� -� bm 2" O 1 SI IKwI ISP T BEDROOM 3AIY oo TTo'BEDROOM 4 - --- o CAFE ur)N r Q c� J D.w. as j I -- I BEDROOM 2 ca P T" _� 8'- c�G. -- ALE;-- 8'-0" CLG. r� r T --- o �- VCARPETG \\ c� > U ! I - -} --� CARPET �w O TT IO \ C--_J-_---_-_� ------- _� ----' - - -- f- 8'-0"CLG. 00 (no wl- M0 w ------- o I--- OPT. I I CARPET q M N �niD I-lam-�zty4'--' - I _ I I �_� -1 - l 1 1 REF. 1 = i LO I � 5068 B.F. 4068 B.F.LM r " 11'-73"I 4'-0" s 8' 8" 5' 4" 14'-6" 5' 7'-6" _1 6' 10" -- 4' -- ' 7" ------------- 2668 all 2668 Cn 'r - - - - - R&S - - - - ! +--- -- --i ---� -- jHDR AT T-4" - I 23'-8" 3'-10" 7'-8" 10'-108" 75„ '4" � i I F I Y, P` 0 ENTRY -v - o 2:12 VAULTED CLG. 1 �9'-4?' -.�, i CLG. ! 3068 I _ 8 0 CLG. LO 'FAMILY R M-�M771 I LAK I 9 -4 CLG. CARPETS R.A.G. D60 T `t (3) 2x4 #2 SPF w/ 8{ j 1- K DTT2Z @BASE C 3 S3 1 T ' HI - - - I Iv I ``rtrt Moo I NOTE: FINISHED r V CP AHU 8'-Q' C G. - .- - I WALLS TO BE I I LE� II 11 FLUSH. VERIFY IN S3 s 4'-0" 11C 1 1 1 1 FIELD. I OPT. D JOPT.. I TYP @ 1 STORY I :1 knl I I I -- ---- - I� U� w l I I I 00 (3) 2x4 #2 SPF w/ IBERG SS 1 Iil� I U 1 I 1 p O 1 1 1 1 CD G I N DTT2Z BASE SURROU ---R&S--- - S 60"x36" I I I Q I I I I --- -- - I HANSON SHOWER c°Od - BOX @ 36" K }"1 S3 w I 1 1 - o A.F.F. I 0� T I H 0 I -I-- -`- ---- -L DRYER VENT I I EDGE OF SLAB 2" j I O I co - o> T 2068 5 3" 8��' 2' 3'-10, THRU ROOF BEYOND WALL I C) I I to (nw -- '" o 5 7 s ---T " �M2 wI -- - ! - I CAR GARAGE I I N --- - - Ta C. 1.6 8'-0" CLG. 1 W OWNERS SUITE �B r 8'-0" CLG. T 1 BUILDER TO PROVIDE �" g�I CLG. - 8 0 CLG. CARPET I 2�-6 �{' APPLIANCE PROTECTION I I I I TYP @ CARPET -- t----- --------- - I WHEN REQUIRED PER FBC p I I I I I K GARAGE S4 0 MINE 5-SH - - - - - - - - - - - I VERIFY LOCATION N ELECTRICAL PANEL I I L--_--------_ I OPENING I R&S 00 55'-10" uLoloo VERIFY METER LOCATION WITH BUILDER 15'-0" H.B3'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.OE 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 20 X 38 J 18 1 X 371 S.H. 14 20 X 50 4 181 X 50 S.H. 15 20 X 63 18 4 X 62' S. H. 16 20X72 18JX714 S.H. 11-12 271/4X26 26X25 S.H. 1H3 271/4X384 26x374 S.H. 1H4 274X50$ 26x50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 374X26 364X251/2 S.H. 23 37 4 X 38 J 36 g X 37 3/4 S. H. 24 37 4 X 50 J 3671 X 50 S. H. 25 37 4 X 63 36 7' X 62 1/2 S. H. 26 374X72 36-1X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 5271 X 25 4 S.H. 33 54 X 38 J 5217 X 37 4 S. H. 34 54 X 50 J 521 X 50 S. H. 35 54 X 63 52 7 X 62 S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 N/A S. H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: %4"=1'-0" r;anarnI Nntac R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" 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 QD +28.3 / -37.0 OE +26.16 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET J SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +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 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED R-30 BLOWN -IN CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-111R-13 KRAFT FACED (GARAGE / LIVING) N 0 N cal C3 0 W � � o u C R V N -o m ae _ Cc C a- N O C'V t 4 CV Y d W Eo .+ a O CJ 3 3 I` Cc W ur sa c E m o c1 a .. c't; '•c1 a��l�,K �,p ni'kF�A�r IVL �f�F„ eR• �l flE,,t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E a �8 o. I, N V (D m N 0 °° N to (n��a J N N CD w � Q C J LL w -J a _ w Z - [L Y (0 C � (n C CLLoN L O Z 0'. m N c_° 0 Wr°�pj6' m w J Z - MZ a ;n N O U U Z W E]E1 (V M 00 Z N z o � � Q N M z OIN w � m U O w o Ln w. V) LU t- J Eall ¢ C) o N rY m Y ¢ m O ®® [V CD co O w co coz J a o o z Z G Q E C o wz Q �© oa - O E O 2g < ~o i z0 00 0 0 az w L 4 o m Cny z o 0, Y Z J 0 <. N zZ CL ww az v> w W p ti oz s3 IJ CO 0 a r V- z¢ �� 0 c 0 > (� I n L / m m ,-. 0 O T Y T- U) m N m LO }, c r QI O N N -0 oo � IUD (0C:) T Q oo T C`') 7 o Z cu Z Ul E O (6 N a E O O U J Q C C J JOB NO: 22-09411 SCALE : AS NOTED SHEET NO. 1 MENVAMI - � . - f� � '�:,"`-°�: CkI:F'f :. -ra�c�eur.-•...u,_...i. ..f.,��-:w,�rue-.u�: -,.. �..��.,.».......,�.:: ...- - _.._ _----- Z� VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / VJ w Q MEDICINE CABINET 00 Oz Oz ILLO > CV > M M M co KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER rt CV FIN. FLR. KITCHEN O 00 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD z SINGLE TOWEL BAR IN a. ROD TUB OR SHWR. X TOWEL BAR ON BATHROOM WALL SHWR. o 0 VALVES Tw o pp 1 C1 SOAP F- 00 o DISH U 1 1 � o 1 1 O 1 CY) co 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 0 M O N Ll OPT. REF. O 0 KITCHEN C? t1 . 0 O CO O i r O MIRROR OWNER'S BATH INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE 0 FINISHED CABINETS - 0 COUNTER TOP 30 H BAS E 0 00 LO 0- C° 0 2x r L? o0 FRAMING 1 /2" GYP ce) BOARD — r FIN. FLR. 2x P.T. SHELVING CABINETS - 1'-2" rO C) T 1 1 co N ISLAND COUNTER SCALE: 1/2"=V-0" �R 0 00 0 00 1 O N c� FIN. FLR.j LL j CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 ems+ C%A o ® >� 7 W CD C f� N w C LL d, •N .� RV .0 N � O � c CL) c ca c � � O a Ref CI e J CN `o v:fF t— e' �U� 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 E N C'ci C"� IS, � N N Nso N 7 LL7 cn b H M � a LL 5 a Z 13 —J d Y @ C j -C @ 0 p� � � O W Z LLW . T m N N Z Q J Z O U 0 v W El V M � z N ch O O z Q o Q J r` N M z C9 0 aj �7a--J � WoUea c� LU O N ti o CO �w M M z o z 4 � Q E o E =o �� w z Q =® 0 C o L L a ¢ o O az o @ N i < wO wZ (6 U:)ir o � � z _ N m 'a w z N Ni 3 ¢ 0< z go d � W a �w >�=K U ao o az <¢ �3 �o CDa= cn 0 ° 3 O T i >� J Lnm H i co O � O co J r SC _0 m V) m N L0 r Q O '2 N I N .0 (D \ (0 C) u T Q � � E E w coM o Z @ Z E O N N CU a E U ¢ p c JOB NO: 22-09411 SCALE : AS NOTED SHEET NO. 2 . �'t_.: � i� ,.�-.n:_:i•�._.._. ..Ai .v.. �Y'a:.-' ... �;,a _.�...,. .. . ._ _..... ...-.. ,.. - -_.. .. ., .. _ ._. .. .... _ - o, 3 S J Q rn L0 0 o- 0 Q Cp O O J O I N L0 L0 `v 7 N Q to O O J I t1'� LO 0 Cn O Q) 3 Q i CZ N E O S `v c c J y 1z Cn 0 E a �I N V N �O d i a c 0 v U J C) c7 M 0 0 0 0 a cV cV 00 0 0 0 0 Q a M 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. _ -- o TEXTURED 00 00 CEMENTICIOUS m FINISH ON C.M.U. (TYP.) F.FL. 12 5� E 10 0 [7- 11 E I F -1111:71 16070 OVERHEAD DOOR 11'-0" RIDGE VENT 12 5� 12 �5 12 5 1.I ---------------------HEEL - - T.O.M. --- HDR HGT. 24'x63" FRONT ELEVATION — Al 14-0" RIDGE VENT I 12 �5 RIGHT ELEVATION — Al 1/4"=1'-0" REV. 09.24.21 C-A C``j 6 - 00 4 j e �� .o ly ® C Cc C.') t!L y fC O a N C-4 y � O CCi as y E s L 1.7 R'I..d Qi _,.._ u u y tl = E Cc o ESS! 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. no N W a �E o 0 0 V N p N O IF �W � N � 7 � N Q m0 2 :M L N S J C LL J 52 W J LL LL ' D_ p Q: L w O Z zi Z3 N C'4 1 W r°�° ° m ZLLLn N N co Z Q J ZO U W ❑ ❑ Z N (h 0 0 � N z r � Q J E3 n 1 N M z U a W �N � ` V L w c U O N w o Ly N N til6 /F- C w J gj•••. a kip r— — E U o N Lv U) a O 0 �® N m � O Cfl � W M Ch w ¢ o Z z ¢ Q E � oZ© Wz �o cc o XU 00 DU C o ao az o ra wa �z a� ro 0 N p � z op w �3 x O O wr LCO ao" C- Ala 3 2 = � J Lid LO rn m .•-� Q CU CID W O O J Yco T' ' ^ T Q I Co N 00 r rW Z c c7 0 Z m z E � U) c FL E O U a N Q p c JOB NO : 22-09411 SCALE : AS NOTED SHEET NO. 3.1 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER 12 MANUFACTURERS SPECIFICATIONS 5� 5068 SGD 12 5� EXTENDED OVERHANG TO BI CENTERED ON DOOR 4' OFFRIDGE VENT -- - T.O.M. HDR HGT. ------------- (2) 35 SH 35 SH F. FL. REAR ELEVATION — Al 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" 12 Zz:::�5 11'-0" RIDGE VENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS -INSTALLED PER 4'-0" RIDGE VENT MANUFACTURERS SPECIFICATIONS i J HDR HGT. ------ -- - ----------------- 11-011 10 TEXTURED 3'-0" CEMENTICIOUS FINISH ON C.M.U. TEXTURED - (TYP.) CEMENTICIOUS °O r FINISH ON C.M.U. (TYP.) --_ F,FL. LEFT ELEVATION - Al REV. 09.24.21 CV CV Cid � c N c -o ® O V C7 N .. co x c I.L � � N O N O C= C c w as , a� C� L) c o = G O GZ 1IlJl�j���''i ����,oeFo411� 1TN CJ �O ' d - F �. Off/ F E `Q� V 0 SS '/I'llIII11111` \ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H Q 0 E o co ® 0 N N � O C "4 N ��� � � r H% Q Qj M V 25z5z LL LL W C J 5 CL z @ -0 a Z0 S W 0 O 7 (0 N cp o m O) y0LL Z IL m co co Z Q Z N O U v v W ❑ ❑ V M !P Z N � O O O z � N Q Q J — d N V/ O 1��77••��, T, V Cn Il W 0 "'fit J 0 N Ifl g C w cn Ova C6 r— U 6 w � OU C L dj I C ro Y Q t• N A ti O co tt W M w ¢ o z J Q E E o w� zO oo wz <R a za oa z � E O —(D o ra o U a '_ p Qo O a z ww L (O G o Z m O Vi C - o > mo aw cn 3 Q 3 ¢ oa z z go a 3 O az �3 x O O w F a I co � Ala o 3 CD J LO rn m 0 Y T 00 m u / T Q O -0 CV I N \ 00 C:) Y 1 O T (.0 o T m E E c (y) 0 Z Z E CL E 0 U -j -0 N Q p 1-1 c C JOB NO: 22-09411 SCALE : AS NOTED SHEET NO. 3.2 I VARIES 1'-10" 12" CAP _ CAP 2" *NOTE: N iv FOAM TO BE USED 1" RADIUS M ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS f 2" REQUIRED BY =,N 1, COMMUNITY ^ N 3/4" RADIUS q 1'-54" " 0 SPECS. IF NOT, � Ma 1" 2" OPENING VARIES 2" 1- MIS DETAIL TO BE BUILT W/ STUCCO. 1/2" RADIUS # `y EDGE OF VARIES M,1„ 1 0 1" ® d .-a rIN i`1 r, 1- OPENING VARIES 1'-4" a z o N o 21" VARIES -moo >e 2 1'-4" u. C... M T 12„ VARIES N N ��Ncc 1 1 011 1 1/2" RADIUS c t 4 42 2 $, � 4" _ 2 1/2" RADIUS 3 34 " 4, _ � •d u > c c� MIS La-.� - N 0 CO o Mla �00 C'7 F]- tj CD VARIES 12 32 11" 32 L ,,,, 1" 1" 1" BASE BASE r SIN 3" 2 2 r">Iv T 3,, 3 4 1,_8 3�� 4 cli o 1 -p� cv I I o N 11 0 12 *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY d 1'-6" COMMUNITY _ 1" SPECS. IF NOT, 1" OPENING VARIES DETAIL TO BE 2" 2" BUILT W/ STUCCO. 2a • EDGE i OPENING -v 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, rn Q the structural plans and specifications contained within these N drawings comply with the 2020 Florida Building Code - � 4 10" �� Residential 7th Edition. Engineer's signature and seal is only for `o the structural engineering portions of the drawing pages bearing 10" 6" Engineer's signature and seal. to 24„ N W F d = Q O O U 0 r) I� O N � CID N C N N � � � J a mLL � LL W a Y J o' 0 4" 6„ W_ W_ W r°gNrn 0 w 2" 4� 3,. 2 N N J 2 N 2" M Z ,ro N 0 a i Z N O U U v W El El Lo 1-1/2" THICK 32' M 1n z N m 2_ — o 0 v 4 Z ro m Q IN N (n M Q o Q o =hr 2'-4"— J T 51' 1 5 5z 411 13 M O0 54, 1 4 , 3" c/) oo o U � 0 4 VARIES VARIES 0 I l/1 y cV 1 I= in 2 U c LO Uj CT Q N VARIES VARIES - ®® Q o N O T 4" i o w O 32 Q _ M o < � J wZ 3„ 6" 4" KEYSTONE F11 b = KEYSTONE F11 r o. �� r--------- �� rn cn to o OPTIONAL OPTIONAL m o Q U o N pp U 0 3u o a0 wz CO �- 1 i I n = O ° o j R(j n 2 4q RQ4%. 3 i N a w wo a + 4" GARAGE DR. OPENING 4" 3 q 4" WINDOW OPENING 4" T. w� In„I :N (O CY O� q rp o N Tc' 2 NOTE: - a�i Q w -I � INSTALL OVER STONE, TYP. � < zZ Cn ¢S a o • FIN. TO HAVE TRADITIONAL W VARIES �� o ' • LOOK &SMOOTH FINISH J FOAM/ EPS MATERIAL IS a 3 y ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 2'_1, 1'-4" 0 0 J CC, SMOOTH FINISH is 1 -64 1a 12 0 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12" 54" > CD ai C-3 3'-8" 7" iv ^ 2 4" 3'-0" 4" Q c� 0 1 10..1 4 101, C�6CD p co N 15ca N r (n m N 1" m 1„ CD,-- 4-J Z c Ln N 0 "L_ N c) Q I CIO O O R63 r 0 N � CD 0 r 00 � L0 QT o E O p C /1 _ _ _ r.4 � f� z 46 W O V • �J 2 M M c E O c o _0 c CV cV �Q, n. U J Q Q J 1CD 2„ JOB NO: 22-09411 1 SCALE : AS NOTED p N o SHEET NO. GENERAL NOTES: a0 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH Im a� Cn cn ELECTRICAL SPECIFICATION 150A/2 N PANELL CENTER NOTES: ' \I #14 to lights & outlets 1.\ ��`I�� �r� ' NEMA 1 #12 to appliances and GFI 1 ELECTRICAL CONTRACTOR z 0AMP' 10 #10toWH �O MUST VERIFY WITH THE 10 #8 to Range SPECIFICATIONS FOR THE TYPE 10 #6toHVAc OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MAIN 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp 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 ILL 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 0, DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?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 O EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR (r r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. LP 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. \� C3 GFI GFI C PAD \�� J ---- _ ----- -- / R NGE OPT. CLG. FAN/ / I I i � �--------+-- � � ROUGH -IN FOR LIGHT PRE -WIRE I / PENDANT AS PER SPECS t� I ROUGH -IN FOR / U.IC. SWITCH \ I ROUGH -IN FOR \ - -- - - --� — {_.--- I OPT. CLG. FAN/ ' I OPT. CLG. FAN/ INK /DISP Fit �iSi�� aL I IGHT PRE-WIREvi �S \ \ _ / I E WIRE JI --- --- I BED bO 1 -BAT I ' I D.W. j GFI ` / B R�V IVI 4 �G`AFE 1 i .. BEDROOM�2 1 GFI C-- --- -----] \ r- � � � S.D. _ _ I Fl GFI — i-- OPT.I WP 69 REF. "o I I-`-�� I � --I - T--1�� I� I qP ❑ _- - _ C. M j U.C. OUTLET - — LM S.D. -_ S.D. U.C. OUTLET - - - - - - - - - - - - - - - - - - - - - - - - - - - FOR DW------- 3 ROUGH -IN FOR 3 WP OPT. CLG. FAN/--- I _ -- DB GFI LIGHT PRE -WIRE _ ----� r- ;0 —� ENTRY —_. — FAA 0 RM v cH - - - iqP 3 - -- - 44" --i---- ' GFI j AHU A.F.F. �- ------------- i GFI I � 7 - OPT. I }} I \ II1 I I I I D. db �\, I111I I I I 11 I I I I \ —r— S.D. \ ` o�VP----------- GFI @ 44' - I ROUGH -IN FOR \ I A.F.F. I I \ OPT. CLG. FAN! \ I GFI FOR IL I I LIGHT PRE -WIRE _ _ I 1 GAR. DOOM I GFI I I 2 CAR GARAGE M A" H❑I� " w I I I I OWNER'S S ITE I I I I I ❑-+ I- -I- I I I I 1 O I I I --- ------+ j W.H. VERIFY LOCATION GFI IRRIGATION J J ELECTRICAL PANEL L____________ JJ A� -----a----- Ak GFI@44"A.F.F. a WP RECEPT. FOR ALARM VERIFY METER GFI H.B. SYSTEM LOCATION WITH BUILD R ELECTRICAL PLAN — ELEV—Al SCALE: %4"=1'-0" s� ear era o a— C­3 2 a. G C fQ U N �' to a K a CV C. to CN . d � � CV � }> �.W 0 2 y CD c.o �E �o � U 0 CV N 0 N 0 ao 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. mm N WAgh �_ cE 0 Ci N O C) cD � 0 7 lf) co � N N � (U M C) 2szS C LL J 5 LL �- 5 � LL LL W tl —ern a Z UZI w 0 W rn of Z LLW Lo NZ J Q Z N O U U O W 0E] z N M O Q z N z o � � a a N N z a 4'.J C.9 0 T1 CZ) W � O N W o U E r U o N E, c U) s r. O LT I�N o co w M M m � o Z 4 � J W Q E E� za oo �o� y� z aN z® ca I :sU XU U O �U O E �¢ o O¢ a z CD ITT¢o wzQ wz �U . N m� o ZU)�YoZ "m aw N � � oop z ago z W 0- Lj �w _ o� JW �3 J O a= z�< ° E O J > � r / ai EEO co � L O 0 O J T Y T— T— U) m N Im LO r 0 L N o r N C) . r oo r E c M Z to Z E O n E° a E U Q p JOB NO: 22-09411 SCALE : AS NOTED SHEET NO. 4 7-6 AA �t. 3 t�j8s .y� -4Tx )c .L r w. :, ' 01 t i :.. cn LO Q -ch rn LO L 0 Vi O Q cD O 0 O 0 I J L0 L0 L V V) C) Q C2 0 0 J C" 0 I 0 C vim) -7pO Q C a C) / d E E O S 0 v a0i J y N ti E2 e VI U .0 d 0 U J N L7 N O 00 v 0 0 a cV C'4 O 08 0 45 5 0 Cn Cn 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 1/150 of the area of the vented 1/150 Rule 1/300 Rule Off -Ridge Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators Vent AmAmt. t (Must Provide Upper Ventilators) but no more than 50% of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC Provided SPACE SQ. FT. SQ. IN. of 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) IN of vented IN. of . of SQ. IN. of SQ. ventilation vented be provided (See Elev) . OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT SOFFIT VENTS 7 SQ. IN. OF NET FREE / SO. FT. required soffit ventilation soffit b upper Ventilation Ventilation y u pp . AREA 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) 19 = 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. o M I ui 1 I a O J I I T I I o FD I RIDGE I I I 4'-O' RIDGE VENT I I I I w Ia O a ° y U) T I I I L6 I I I RIDGE 11'-0' RIDGE VENT L O I 5:12SLOPE z co � > 14'-0' RIDGE VENT u- O O RIDGE 0 I I I I 5:12 SLOPE � I I I I Q I �\ I � I 0 I T ' I I I ZONE-1 I ATTIC SPACE I 2373 SQ. FT. 0 1 0 ROOF PLAN - ELEV-Al_ SCALE: %4"=1'-0" N 0 coa c CV -a 11•� ar LW � W CD _ CC CJ CV N CC = i N CV t y O tC � d r GVCD d � 3 � c c� s E C9 a L' ta'lift. VIV � \115 CV g^: l t•y%j.g i.�k{`��. 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. H W Q O EE U O � 00 W N r­ 7 u7 1.0 N Q �cN C) 2Sz5z C LL -J 5 W ��L- 5 a Z CIL Lu — a d Y m C W L 6 C?_ Z 3 W o 6`'4 o 0 W � Z Q J N Z Q co Z O C)¢ o W O❑ V M � z N M O O o z � N z � � J — M N z CD o W O^ TM LU p in � U .. s '9 C) o a C —® Q 0 O w M M y 2 o i z C LJL o E zo wz >N <� za o y Q= 00 K a G o O E O � tt a p W z 0, z w z ~ ai ._ Cn <o Q o� ym m� I z'F W QW �Z Qw o Z Q O < � a mw U ¢o _ F_ w 00 O COMj w a �U "I � >� J L / ' O u Cn r0 i� Q ca 0 07 Y r U) m N m L0 r Q Q 2 N 0-) I ca O r 0 N VJ 00 C:) LO T r� 00 (00)Z C'7 0 ca Z E � a E20 U a ro Q p JOB NO: 22-09411 SCALE : AS NOTED SHEET NO. 5 i�c gay ce:^M'Kti�:. v+ 3 a r v r crr 0 co O O J -d- 0 I N rn uO ID v 0 Q co Lo J 0 I V 0 Q Cn i Q N O a E a E v `v 9 i t7 E2 -tom+ 0 c U I U N CL O U J N 0 O 0 w a� 0 0 a N O 0 0 a m 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 65'-0" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5'-4" 1'-98' 3'_�.. 5'-0" 5'-0" 5'-10" 3'-10" 6' 0" 6'-0" 3'-10" 2-1064 5'-11sa,, 5'-0" 5' 4" REINF. SEE PLAN. FOUNDATION PLAN 3' 0" w U 0- H.B. TYP @ 1 STORY 53 t U.N.O. i \ a AC PAD \ \ HVAC CHASE \ \� \ BASED ON I \ ■ • LOCATION M \ 16-0" 2,_94,. 1. 6'-10" . ' ..... I :: :: � \ r III I i I � ■ — -31 L M \ \ \ SINK / DISP { S3 M rn S3 \� \ r( Jr(—���� J :: o :: 11? ��� A N o \ \ I I D.W. I II > > II \� \ IILO I�_JI-- ll \ \ I L___JL====J iE _ — _ — — _ — _ _ CHASE TO ISL��VD _ — l :: r :: I{ ::::. ��� I ? \ 1 (I� / I I S3 TYP 1 @ T v ■ PROVIDE 1 Y2' RECESS \ C' L — _ — _ _ _ J — — — — — CJ I II OPT I, : C3 CJ • CJ—}? ■ STORY U.N.O. STEPS AS REQUIRED \— FOR SGD. REFER TO I \\ —KITCHEN ISLAND KI III REF. PER FIELD \ MASON'S SLOPE FOR \ \ LOW WALLS III I" : o CONDITIONS I WIDTH \ \ \ UL -• ; - _j. 4'-0" I \ 16'-10" 2'- 10 1" o .— — — — — —J \ \ INDICATES FILLED CELL w/ 3000 PSI \ \ \� d CONC. GROUT FROM FT. TO BEAM \ ::::::::::::::::::...::::::::::::: ::::::::::: ::::::: ..................... • W/ (1) #5 REBAR VERT ABOVE SLAB I 3-1/2" MIN 3a0aPSl CONC. I O TOP OF CONC./ PAVER TO BE :.■ ■ ■ ■ ■ ° 4'-0" 4'-4" 4'-6" (2) #5 REBAR TYP @ALL PLACES SHOWN SLAB FOR HERiVfa(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 CON PROVIDE Y2" x 9 Y2" -� CD STEEL" SLAB OVER 6 MIL VISQUE�N RECESS FOR FRT. POOR I? 'I SLOPE I L � BARRIER � \ \ \ 2'-6"x2'-6"X1'-0" FTG M o - 25'-10$" \ \ 9'-5" W/ (3) #5 E.W. 414rr \ \ CA I — — — \ \ . . . . . . . . ��— . . . . . . . . . .■ � O o K — CC I 0� — (2) #5 REBAR J� ca S3 A.S3 83 VERTICALS w/ in TYP @ 1 STORY I i AHU I I FILLED CELL I 2'-6" x 2'-6" x V-0" U.N.O. I CN • r 3-5" 7-1 " W/ (3) #5'S E.W. 2'-6"x2'-6"X1'-0" FTG (2) #5 REBAR S3 SLOPE VERTICALS FILLED CEL -100 .::..... I OPT. D II OPT. VV -3 1/2 ..........win : �. co 5'-3" 1'-10, T-6" ri I` l T.• ■ — CJ CJ — CJ I q �o FM ' 2'-7a" T-11" 1'-I (' : EDGE OF SLAB 2" BEYOND WALL J 0100 ' 13 N M24 S3 M I: 35r•-4" 20'-6" ■ I I BUILDER TO PROVIDE : O0'-0" ; ; :: : 2-6" APPLIANCE PROTECTION I WHEN REQUIRED PER 4'-O" 12'-1" _ _ FBC (2) #5 REBAR W.H.\ - VERIFY LOCATION VERTICALS w/ in L_----------I— --- -:y/--1�-- /// \\ . ; ------�- : I { C° —�--N ELECTRICAL PANEL i-- FILLED CELL ------ r r> r r, r r r r r r r r r ■. :r �r �r �r �r �r ■ ■ ■ ■ 1'-6" L 5,_78r, A S3 TYP @ 1 STORY U.N.O. 6'-48" 6-0r' n U-0" 55-10" 65-0" —Tl= VERIFY METER LOCATION WITH BUILDER 6-0" 15'-0" 7-1 H.B31_011 FOUNDATION PLAN MONO - ELEV-Al CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF, SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE. 3/4 = 1 -0 c� N cm co+ 00 C I ' o Fm d • t O t o a� M ccc-N = am K N M O N- d a Q N X d en y d -M d c0 T v V7 C 1= CID tj � ca `�?'~ `''i �k •, Eta/qc Y��'ap. 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 po bons of the drawing pages bearing Engineer's signature and seal. NN W E 0 aco 1�C o WV _ o 0 �' 00 0 N ° Co n 7 n y 0).L'R N N m 'T 22 N J L a Q J Lu l 0 Z I �`to_ y o 0 N W ��6j6 m w O Z M Z H LW �p N OU U o Z ❑ I] Fol z N M 0 z � N z � � �1 J CL � N N z n' lR G W1l lJ O T Cn W � m V w o U)c N - V tlss rJ J E L allW U o C U) o O ®® N Ol o C.0 J w Cy') o a J L.L E z o � > N Q� E � w= z® Oa � t— C EU X V ¢a UO pU E ao O� az Cl) Nm U) �� �z zz � 2 o< zZ go W 0 a �z Cz Q0 �3 =0 o w, >° CO V z ¢T00 a 3 N O i L J ' ^ CA co Q/-�l co C� /'' CL. nWL1 O O Y Y T l U) m N'^ m L i T L Occ N 0 -0 0 N C) cy) 00 LO r C.0 oo CM o Z m Z O E N E N � c m a E U Q p JOB NO: 22-09411 SCALE : AS NOTED SHEET NO. 6 .ti 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 ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 CY16) or 1Y32" EXP. 1 (33/16) TILE: 1V32' EXP. 1 (32/6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" 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. im /M rn 3 v J -a. rn Ln Ln 10 v C Cr 0 0 0 J O I LO LO L v C Cr 0 Q 0 0 O I L0 Ln a rn C Q C'4 0 a E E x v J N r7 N U E'. C U U .0 O d CL O 0 U J r7 N O ci 0 0 a cV N O Cn 0 a m v a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY 0 CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS 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 1 112" 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 V2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 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" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 30' x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 (20)1Od 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 1360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 192' 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 (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('*). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (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 wO INTERSECTIONS. SPLICING 12 TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER --I x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: f4"=1'-0" N tail 00 o N � — i— d U " >_ o ® �� o c6 C, N .= M x c LL a co o a d c a's C,._-. Q c 3 � u a� = E : co ,o - v f �r' s ;r•' � y rC Ri f��R4, ��t�. ��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. to W E o 8o C) U � 0' 1,0 4 \R CU LL W J W LL. 0_ m c 'T n r (az 0 C: 5 'FU N [fl W co T . m w J Z L0 Cl) Z Q N ILW O Z U L)v 2 N M O O O z z o � a J — D_ Z N M co r N 2-' (D � o � ) LL ,yam I a W N � U O w o ws U � G 1 I 1J ��•,.,, — E all U o N 0 0 N I� o M w M ZQ 0 z J I co-Q E oo >� aR E Ou z za oa H r0 &� 0 O E ON 00 �o ¢0 az W J (O ::3Q F 0 z zZ go INS LL z �w LUQ O aLL Z. ¢ �3 O F 00a Y a _ V 3 j L / O a1 Co CD In O C:)m C/) C0 'Nn 4-J r ' T Q Q � N I —0 0 N —0 00 L V J r r.0 oo r E 'EM Z m Z E N E O m `m c a E O .. -6 d) U _j Q p C JOB NO: 22-09411 SCALE : AS NOTED SHEET NO. 7 �y. • x. -c. ,'.9-:- -:ck .... , .-.� �,, .; �.=. ,.,.¢:. •,_. ... .,: ��;.: ._ #.i'._.,...,�:'+57�.,.. .. � . _:x�n .. fir.-L�. �. ,. ,. ., •. .. ,. .. .. - T. ......'Spnf.,4)A ,. - 3 J Q rn LO a� Cr v C r 0 co O Cn C' O [V I Q rn L0 L0 v V) a JZ J rn 0 I N v o- 0 J� Q Q� C L Q N N v C. F� N 0 0 J U U .o c 0 0 J [V O O 00 0 0 N 0 N O 00 v 0 Q m v GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. g. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 81`32 1 B/1 T FORM & GROUT SOLID 0 4. cV W U O #5 BAR CONT. 8F12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8F 16 B/ 1 T a z - ip � in O tNOMINAL. r QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS cif precastTintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to f 1" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. AT (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL a d d O d d .M.U. #5 REBAR AT TOP d ° d GROUT MIN. (1) REQ'D _, 1-1/2" CLEAR ° d d a d L L0F m C.M.U. 5 REBAR AT = to U) i j z ° BOTTOM OF a rn W � o '-*-BOTTOM LINTEL CAVITY o U 0 c~i) w 0 cr o O- -' l\ REINFORCING PROVIDED IN LINTEL Q Q O ¢ Z LL o w n < - O ,No co J #5 REBAR AT BOTTON 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) uJ O m m m o AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION W ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O 4'-6" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" v v . tV > O L O CO N iG O a- d y o Q tj _ L w 7 = O = E �o 0 R...0 ii e To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - . Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W v E 'a 8 =1 0 N W `, NJ 0 6N UJ r Z HM rn r M 0 2 J ik L.L YI Q N 5 c LL J W uu ca LL LL 52 D In _j V Z m oOL W Lyv L M N z Q rn rn W Z L0 ILN Z Q� ZN O U < cco> W z N M z � N a a d W r c� z Q) 0 o ru w 0 U° O w o �N U w E S h� ci, m Q m � !n o N O� O co G W Z Q J_ C Q C O Zo Oo w Z }N Z O <N Z 0 W ra xo < oo < ZL OE N< Boa= O o < o r m z O O� Z Q) J y m ¢ w uW ¢ Zz a W U W <o oz O wF 3 o O v zla a ? °3 =O 0 2 > C� J LO LO Q � Co O T cc U) m N m L .�I C r Q O N I O cTT1' .Q 00 � 0 LO r (0 00 E "c (� Z cu z E 0 co m `m cu 0- E U � < _l JOB NO: 22-09411 SCALE : AS NOTED SHEET NO. 8 rn 3 rn LO LO `v cn 0 0 J 0 I rn LO v 0 0 Lo J 0 I LO 0 Cn 0 Q N 0 i a E E 0 S v J ti v 0 UI U .o 2 a 0 U J W tZ N co 0 45 v 0 0 fl- 0 0 0 00 45 0 7 m v a3 v cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1. 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 tz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. . 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 L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4. 1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN, 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4. 4. 6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4. 7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0,162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS AREA MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 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/sRr nkler systems including all risers and spray heads shall not be installed within 1 -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 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C7ncrete overpou� and mortar along the foundation perimeter must be removed be ore exterior so treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENTAND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS, BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%11 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 8". 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. C, c O� r N W C ® L; m 'C cc C..')c r m X cri a y ca v Q N � d E " c cc ._ u ev z •ea �, s, H CaC = G � o `: ZF w �: r... O - Cam'•_: CZR 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 o E � M O N C O IS o' o n N ��� cn r Z a m CD w C L L JLL u-55 p CN 13(7 z _ w - o a Y m c °> w�or W. o NNE IW LL N LIN Z � rn rn m w m z° Q Z N O U ca.� W Co 13 El Zm N M o g Z N z o� Q J r M CD o 4--J (6 u w O N v ' LLJ o Ly N t ) c W J I s 3 C) o N to N m 44 r- o o - w co co J �a o Z < � LL n z o oo o <Z <� Q E o Wz OU ?® F- X �a 0U o1 o E N ao ao az wz �J . /p U) C:.0 - '0 0, a�i J i,m Zw 2 0a Z Z go Q w a �w ao _ aE _ �� J= �O o w =a °3: N Q > 0 J LO LO 0 rn m Qv co J C3 T Y T ^ v / m m ' ^ y / r Q O CV I ca o r 0 CV � 00 LO T Q (0 o T E c co z N z E E (D� ui c c0 E o U J -ao ca Q !] aci J JOB NO: 22-09411 SCALE : AS NOTED SHEET NO. S N y wv ri u. s t R '. i -...'�1,�7F I1'{ - :. � _}z. 3 rn LO LO 92 Cr O 0 0 J 0 I N i LO LO QEI rn O 0 0 J 0 I N LO LO O in 0 0 c 0 Q N N a E N E 2 v J y r U 0 V i U d O i 0 .o U J -22 0 0 00 0 a [V No 00 0 a m v N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING [1 ...... �.1i �. 1— . . �. .:I:,:::::::�. �.._.....I....�..�..... 16GAx1-1\2" LONG 3/4"-1" CROWN 5' } ( ) MAX „ STAPLES @ 6" O.C. VERT BETWEEN I. 16GAx1-1/2" LONG (3/4 -1 STUDS (NOTED THUS:-) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 5 -O' 000 - STUB -OUT FOR 1'-0" 0 9 GAS METER 0 o � U O � N Oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. IT-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x 5/8" or 3/4" wood panel — 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) k Filler blocking ° 1/8" gap k / 1ti / FILL CELLS STD. 90' HOOK BOND BEAM SIMPSON MGT w/(22)10d w NAILS TYP. �GIRDERTRUSS Cr STD. 90, CONT. #5 BAR �577�� HOOK BAR F 2X TOP PLATE #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 i SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4" max. - V Clinch nails' when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_:CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. 1 T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10dnails SECTION a@ INT. BRG. WALL 1 N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) NO EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate -- BCI5000S _ �BCI6000s® BCI6500s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 9-1/2" 2-8d 2-8d 5-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d__ 16" 2-8d 6-8d _ BCI 60s®' BCI 90s® 11-7/8" 2-8d 3-8d 14" 16" 11-7/8" 14 16" 2-8d 2-8d 3-16d 5-16d 6-16d 8 6-8d 3-16d _ 5-16d ! 6-16d 5/81 THRU BOLT I.0 SIMPSC w/ (22) NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.' Joist When joists meet over wall, provide 1 3/4"minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — CO to 6„ A 1%" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" °1`-3" 1'-7"' '- k 2-4. 2-9' 3-2-3, 7 At ,y+ 16 1tis1 12 T-t7' T-1.,. V-2' 1- .° .I,-3' 1'-9' 24' 2-11 3-T' 4_0 4-9' 6-4' --T 011:} 16 I -a' T-T' 1' '" 1! ,. 1� 7 " ' 6' 3-2' 3-10"° 4-9' 5 -Z'° 64'° 7 ' 20 1'-t)U' V-1'° 1' 2 1 °' 2-a- I 3-a' 44Y' 4-10" 6'-11" 6-11" 7'-11" &-11" 24 1' t7„ 1 _1°" 1,' 1' 3'" 2-9- 3-7" 4-9- 6AO` 7 Z' 8-4- '-6" 10'- " NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1 2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) — Nail with 10-10d nails. T-4 stall tight to top flange.SLEEVE THRU STEMSEE PLAN FORFOUNDATION INFO STEM FOUNDATION Filler block. �\ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap— Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements -0.6 X Joist ` depth I -JOISTS BUCKETS N.T.S. GRADE a REINF. SEE PLAN (2) #5 REBAR A/C CHASE �PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @a MID SPAN SIMPSON H10A w/ (18) 10d x 1 1/2" ° NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" —\ CENTERED @ PIPE PENETRATION Q ° a PVC OR SCH40 SLEEVE / rPLUMBING LINE co Z • C , • 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 3 as G a _ _ I- ''-III=1 I. a a SEE FND. PLN. SIZE & REINF. e� cA o T `° m '= . nu W CC '� m N c An � .._ ; t ��L9 :°�yc L�oSF�pA E�sea w OO q IRCr. ...... ESSIC`4 ✓�e�3�timetl2Et%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 N W E Q OCD M B R 0 n w (0V N CDC o G ��� N cnrr:R a` N �C'4b LL LL Lu 5 0_ t3 �yd — O d Y 6_ Y O W 0 ° W co p 6 m w Z coz Z N O U U O W ❑ El z N M 0 o z N Va z o � �/1 B N ti J13 U V) z Q) o 0M L W O U g t/) C w TLnra ws U W J — - E s = L Q N o co o C W 0! M J < Q E o E oo aN 0. o 00 o@ z N E2 aw<�o0z _ _ y U mo©V�g Oz Z1 z cri 4J J 6 W z z °n O > ¢ oa ao Wmw o r- O yz w¢ =3 �O Mill CD� 0I< a� 0 ° 3 > � J LO m rn 2 Q c� `O Cr Y T m V) m N LO T Q 0 72 CV I -0 cc N T O \ OLO r 00 m E M O z z ' `" E Q a @ a E a ni U _J _0 p JOB NO : 22-09411 SCALE : AS NOTED SHEET NO. SN 1 } `Y .,�-, {; •� i4 i E ;� , . , , t a _ d .'1,: ` ii: t rr ' - - r 3 -v rn LO Lo Cr C l O a 0 O 0 J Cn rn 0 N a Q Zo 0 01 Q� 0 N LO 0 c 0 0 .a 3 H a CD / a Q> E v J N 0 LZ Z U 0 w. v C-)I 0 N 0 0 Do v 0 0 N 0 CN 00 as 17 v cn V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS —\:E� INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 �= w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH " 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER p ° e ° _ SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ASTM -1 I MII=1 I I=1 m p I• III —I r=1 I I D III=1 I I=1 11= D7158-CLASS G or H, or ASTM i 1=III—III—III—I p II—III—III=III-1' D3161-CLASS F, IN- 12 TYP. (TYP.) VARIES ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING " "I=111=1 I I=III=1 1=111=1 11=111=1 I1=1 11=� I r =III III —III —III —III III —III III -1 I-IIII[IIII I I- I I II CODE 7TH EDITION (2020) I I II i 11 RESIDENTIAL 8 ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" LUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM \12"N.0. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 PTBASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1A WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE � E00 ' Ia Cl) =1 I1=1 I I —I I 6 MIL VAPOR IIII p pl 00 BARRIER ' , p C III D COMP. SOIL. (COMPACTED TO 95% 11 III —I I MODIFIED PROCTOR 11I I I III —III —I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.—/ ON 3" CHAIRS TYP. 1 STORY ( ) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS � z PAVERS rM -IIII I fi I I I a 4 00 ' ' •• III=III •4 . • < SEE A/S3 OR J/S6—"-I _l, III 11 11 I I III IIII 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 7V11r I I 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ' (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP, TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) — INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS <i— 5/8"° x IF NOTED, THIS REFERS TO THE 10" "J" BOLT @ 24" O.C. W/2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. ll (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OIL A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS Z -0-3 1/2 ELEV. 3 1/2" MIN. 3 1/2" MIN. — „ 2x4 CONT. - _ - A,F.F. O ° r a - C) 1/2"(min.)-4, 1 ° " °° 2 —„ GARAGE DEPTH VARIES 3 1min. - /2 (4 I I III I— = III III I - 1T=1 I I I I f—III—III—I I f I �I I LTT (2) #5 CONT. 4" 1'-4" 8" U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL P STEP SHEARWALLlil C SCALE: 3/4"=V-0" 13 "SHEAR WALL" SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE Gil 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN 00 FOR CLARITY -TT- - - z _ I NOTE: lily 1 *FOR BEARING WALL - N W/ UPLIFT ONLY - -I I FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ' ° a GRADE 00 I-11_-1 I==-1_=lHil1:--1 I 1EHI_- - � —1 I I—III-1 I 1—III—I ' "(1) #5 REBAR w/ OPT. 1=1TI—i i I —III— I I= 11=111= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" T O.H.D. RECESS . M Cl)�..•' ' a �, Q... •a. I 0? SEE A/S3 OR J/S6-I I II I I III 1111 I I 11 I P FOR REINF. INFO, 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 7v1"r TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH b _ III—I_I 00 — —III- 31/2"(min.) - 4" =III=III /•' =1 I ( 1_TI=� I �I I I —I I-111 =1 11 it I I [::-1 I 1=1 I I 11= I f III —III �' (2) 45 CONT. I I 14„I hIIII ��1144,� IIII II 118,1- I U.N.O. MIN. 1/2"(min.)- 4" TYPICAL BEARING WALL a@ STEP CC SCALE:3/4"=V-0" S3 COW 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING eos NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M N�o s INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ — APPLICATION NOTE: INTERVALS NOT EXCEEDING 718" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR INTERVALS VALE N ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL SIMPS10d NAILS SSP1 w/ (10) PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH BAR Q BOLTS 6" MAX FROM WEEP SCREED INSTALLED I A I I x o END OF 2" x PLATE PER MFR INSTRUCTIONS LU #3 OR #4 REINFORCING BAR 0 p p p p GRADE 40 MIN. Fy 40ksi a ° N z_ #3 & #4 LAP SPLICE T ° p D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a -1 I Imo —III —III m co — .p p. 25' MIN. LAP [30" MIN. LAP] g 1=I 11=1 I I —III D w 11=III=III 1=� p • 6 MIL VAPOR BARRIER -111 III D p ° I =11 II I= I I — oO n —III—I I I 11= I A. ' . 111) I �=III— #5 REINFORCING BAR R 1 7/8 '' _III p I I—III-11I� III I IT r T #5 LAP SPLICE II III=III—I COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) I IIIII I�I I�1 IIII 11�1 I� I I=� 4" 1'4' TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-T SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB CONT. BEAD SEALAl — ' ¢ INTERIOR v a e.. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB M 6 MIL VAPOR - —�- BARRIER i rr 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT, BEAD SEALANT E 6x6W1.4xW1.4 N WWF OR FIBERMESH r, a I I K S3 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & I f CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. U) SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w o SIZE VARIES PER PLAN j w/ MIN. (2) #5 VERTICALS > � FILLED SOLID (SEE PLAN FOR LU w LU SIZE AND REINFORCEMENT) o LU U) PAVERS or SLAB PER 0'-0" FIN. FLR.j� COMMUNITY SPECS ,,RICK (2) #5 CONT. ON 3" CHAIRS (TYP.) 8" 1'4' 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 3501 MIN. TENSION 2600#) 6x6W1.4xW1.4 N = WWF OR FIBERMESH -CO E d p II —III —III —III- 91 TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR ,F] VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH I SEE A/S3/J/S6 —� 1�h—"'— "'— 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �' SLAB STEP & RECESS 1 S.G.D. M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. r ' 00 z GRADE " M w - -I z l w — • w 1--o_w� _ U Owsi)z •st • • _ Q 00 "'tea - FOOTING v BEYOND I n AD REINFORCEMENT I P � II 3 MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL Illl N SCALE: N.T.S. S3 � d C W �. s 0 C3 G Cy� G O U C- C" A - `°mom RoL N L N W °i E" c E e 3 cc 3 Ccy CD .= � N A c E c o d. J o ' 4�.,��q,.1ti168a :er rjt, tea, ••.•..,t••° Iw. fyfif � O T` � i3 we 6 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 Enginee s signature and seal. 1A W v E C:) Q 8 0 N 0 ��� N 'S 4 U! U)I,-r� O {t LL ei QjM� LL a � Li �- 1 La J W r;oo � O :3 CID N IN ��Oj6 m w O Z N Z Q N J H O O U U Z W 11 El M �2 Z N M 0 0 o Z � N z o Q J N V) z a Uzi v o a--+ C-0 � m U O1J o N (, c �� _ all I =ie C) o N O m I�N r, o J w cO� M � a o z z Q 11 c6 E 0 za 0 Wz z z© oa g �_ CL C:)E . -¢oz ° - U° d z N L wo10 ¢O �w m0 C o� OZF J �z CL Q o w Zg° z W Cs� a o oLL r 3 O J= W r �� .0 O GO a= r �t oa o3 E2 >� J ^ L ! ui m .--r Q M 10 Io Y r m ca U) m N r c Q 0 N I -0 10 N ct' .0 00 O CO T r < r 00 ui m C� o z z N E 10 @ a E O .. -j U Q o O JOB NO: 22-09411 SCALE : AS NOTED SHEET NO. S3 (MONO) . F w tip•%. 77 7- - t 3 a LO LO R 0 C%1 0 0 0 O I J rn LO Lv a 0 0 0 J rn LO N I LO L 0 v) 0 Y Q N 0 E ca 0 `v c _ J N r7 p, v 0 i U .2? 0 a a 00 0 U J N 0 0 c 00 45 15 Cl- N N 0 0 0 o, 45 0 0 8E 4 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 VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 75181, 8" ❑] v SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED ❑ STEEL AND GROUT ❑ n DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCKPLATE WALL IS 1 1/2" MAXIMUMINTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL1❑ FACE OF BLOCK WALL IS 2 /4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VAI21E5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO - TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ + STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO - TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d — NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL DOOR OPENING DOOR OPENING •Fil EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ El ❑ SCALE: N.T.S. S4 ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT D 54 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / 4 a a 4 0 8 STD.90'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4, FORM CONCRETE INSET TO 1/2"X9 1/2"PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J w > 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 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY IM :, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a 4 4 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x C 16" 1 TOE SIM 10d STL 2x6 FOF 10d O/C DOI. CRI TYF SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING -CL 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 vvvn r i 1wn 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. 14 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION < - 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. OHO �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SLI GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. v If /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (NP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) Lu v O/C FIELD < f 2x TOP PLATE-/ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTORF REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL' W/ STD. 90' HOOK IN K.O. BLOCK -MTM- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED C; 10d @ 8" O/C 7`� O�Sr. ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO TUP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+ F= 2240 LBS �7'+ SIMPSON C SIMPSON SP4 SP2 2X P.T. PLATE SIMPSON SP4 NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON RECESS SP4 SP4 71 SIMPSON SP2 -, NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON - SIMPSON SP4 SP4 2X8'P.T. BOTTOM PLATE TYPICAL INTERIOR NON- BEAR INGWOO D FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) ' (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. t & NUT DXIED A.T.R. i&NUT C ROOF TRUSS ABOVE 2X BLOCKING O (2) 16d TOE NAILS EA. BLOCKING 'X8 WALL ABOVE _NTRY K.O. BLOCK W/(1) #5 CONT. & FILLED �8"X10" J-BOLTS 2'-0" O.C. 10d NAILS @ 4 A 10d NAILS@ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. x N -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� REV. 06.24.22 SCALE: N.T.S. C �. LJ CJ 3 A -4 N CO O C,va U'3-ca L d � d '} cc: c cc 0 .r �R rE!EaS 6 i6 �. 3ieEpj, S4ioY 'f .l t OVut To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 0�E a o ch 5 � 0 �� NJ U7), C J lL ,n J LL LL 55 d Q13 aiM� w 0 Z M C u L (6O Z �i O: ' , N U7 O W �0 m w 0 J �. Ln co Z Q Z N O U a 0 W ❑ Ej N M o g Z N z o� � J d N M C� z a � � o (6 w U Ow to �Ln U) C U^,_ = E`. v o N c U) Y ¢ o —® �m o� co w CO co J z o Z E o ¢ �o o z >� a o _© ms I— to XU o0 U U CL o E &¢ �o S< aZ � o 1)o¢ F Z Z ao C.J J a w J� ¢ �o CD CD v zla a= ° 3 .N O = >. J LO rn M ,,.�. Q c� � CO co =3 CD O Cf Y r Y U) mCIO N m LO r QI 0 N a N C) r 00 � L f') (0 �. r Q � r 0 m M o z E O ca d E U _j Q p JOB NO: 22-09411 SCALE : AS NOTED SHEET NO. S4 3 -o a -d- rn LO LO O v- 0 .a CID 0 J 0 I N / Q rn LO L 0 Cr 0 a CC) 0 0 J 0 I LO LO v _ 0 C Y a N 0 a E N O `v 9 J t7 E2 U v c U N z 'o a 0 0 U J GJ 00 C� O a a 0 d N N 00 45 0 16 0 i Q r m ,o v SIMPSON HGAMV 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 DETAILS (2)166 NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. wl (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 SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 MAX. 9" SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL NOTES AND UNSUPPORTED, IF >9" SEE 10/S5 NAILING SCHEDULE FOR SHEATHING / DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE 2x4 CRO BRACE SCHEDULE FOR "L" APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAIL 2x8 SYP#2 BRACE TO RIDGE FASTENED AT RIDGE FASTENED AT NKI�KER EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od EACHJOINTW/(3) 10d L" BRACE TO EXTEND 2x4 CROSS BRACEWEB LENGTH & NOTCH AT2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ & (2)10d TOE NAILS @AT LEAST 90% OF WEB APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT H2.5A w/ (10) 8dTOE EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN AT LEAST 90% OF WEB P.T. GABLE TRUSS EACH JOINT w/ 3 10d &SIMPSON ()FROM LEDGER TO • • NAILS @ EA. END GABLE IS 4'-1" OR2x8 �� SILL 1/2' CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS ' 7/16" OSB SHEATHING END GYPSUM WALLBOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GABLE TRUSS 1/2"CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE / (2) 16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & �� @ 6" O.C. EDGES AND 12" 10dX3" @ 3" 0/C 2°x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD BOTTOM ATTACHED O.C. FIELD THROUGH CHORD EDGES AND 12" O.C. FIELD (2) 16d NAILS \ "T" "T" INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING W/ (2) 16d TOENAILS 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED 2"x6" P.T. SILL NOTCH "L" BRACE HERE THE FIRST (4) ROWS OF TRUSSES "T" 10dx3" @ 4" O/C FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ 4 1/4"x1 1/2" SDS SCREWS TO () MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"0" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" SECTION 2 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S`j 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR f f X-BRACING, AND TOP N M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING x Ix INFORMATION Z SCHEDULE FOR SHEATHING DETAIL BACKNAIL W/ 1 1 1/ (2) 16d NAILS WOOD TRUSSES c° 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2 1 1 2 BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS 10d & (2) 10d TOE ATTACHED W/ 2 - 16d '7 NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE • (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 112") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207' , L = 41/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d SLOPE OF ADJACENT TRUSS STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. SJ REV. 06.08.22 MAX. 9° 8d @ 6"0/C UNSUPPORTED, IF >9" SEE 10/S5 r WOOD TRUSSES 1" 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 HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I [J BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ I� - EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� SECTION g _ 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT {- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. TOENAIL (2) 16d NA 12" SH SCHEDULE TTACHMENT t SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. SrJ 1 GABLE TRUSS S5 1" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 ° a < 'id ° a — - - --I� —--—.__.i� -- -- - -- -- - - !�� CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T,S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. 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) 0 z w a \-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 SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS 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 "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL B GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T"BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAILr 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w Uj 0 o 4 -- 0 �r o X ----0 z O LLJ w d co Q o 0 :;r o � o o � — — — — dLU --- NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ T-O" 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 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION � y w C (O U N ...omx C j ro 2 d > r. ar o �. a ;= U y io N .ca Gf N '.=a N E� � o 0 I r" Y7f'v ap�r CV rya -10 co �. • ��A�A f' tin 1 �, ,�.,,i ,, ` n �) a � t .'�\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W E M Ago4 08 ! 0 V N N CA n Y o c m r• 0 N tn�0� N co yr N 5 J a_ 4 C -J 52 I Z- a Li a Y yo� 0 Y z W rn rn cc Li Z X Z m¢ J Z N 00 U U W 1:1❑ N M O O z z Q J N M N zCz s � N W C) O�, o N �N co U W J ir— U o �' • m BOAN w co t"M O z Q � co E os zo <� E 8 wz Z© oa N F 20 X U UO 0 U �� O N oa ~ p ¢o a Z �J Cl) ¢om� �a o� 1� zCIO z J a e ¢w �z Cnhm CL w z g° a w io - J o w� >° a CO z �a 00� -117 >(0 J L0 '^ u , rn Q (D o- i^^'' 0 Y Y (d T m LO r O � N L (LO .0O T- T- oo T E Z N z n O E y m a Ei 0 Q p JOB NO: 22-09411 SCALE : AS NOTED SHEET NO. S5 • d . " Y y� 1 0} 3 Q -cr rn L0 Q N 0 cfl 0 0 0 J O I a rn L0 L O C/) C) O O O 0 J rn 0 I O C O Q C a cV CVO Ca E CID C CID U v v U i 0 0 U t7 N 0 00 0 a 0 N 0 0 00 45 0 m 0 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL ® UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX 8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. - APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN.� ' ; : 1x4 P.T. 1x4 FURRING #5 REBAR (TYP,) ® 3/4"PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d �° 4 ' 3/16" 0 X 3" LONG % FURRING FURRING (2) ROWS 3/16 x 3-1/2 #5 REBAR AND NAILED W/ 8d COMMON @ = O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"� i; ; TAPCONS " (TYP,) 6" O.C. EDGES AND 12" O.C. FIELD ,-'TAPCON @ 16" O.C. & 4" 2X8 TAPBLOCK@ INTO STAGGERED @ 16" F; 1x8 P.T. FROM EACH END w/MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL ' 0rD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) Rows 8d NALS �� 3 DETAIL 90° HOOK (TYP.) STD. 90^ All = • Qa TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT METAL SEAT PLATE DOOR JAMB REFER O.C. & 4" FROM ( 1/2" DRYWALL -; ; NOTE: EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 ' LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16' BOTTOM OF BAND TO PRODUCT ;-; x 3-1/2" TAPCON @ 16" 1x4 JOIST TYPICAL APPROVAL FOR CONN. ;'' ' "(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & �FURRING 2" EDGE DIST. END w/ MIN. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ „ +2 NOTG @FIRST COURSE ' - - SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 112" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4) 1/4"x2 314" TITEN INTO K.O. 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ® ® +5A FIRST 2 COURSES BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL FOUNDATIONPER PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. SCALE: N.T.S. SS INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK so SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A = 1610 #FOR 2 STRAPS •: FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT n 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK yN SIMPSON HM9KTw/(4) 1/4'x1 1/2„ SDS SEE NOTE 1 BELOW ., 1/2" DRYWALL * SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE q ' ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE --- ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. ' a' SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL SS NAIL w/ 5/16" HEAD F CHANNEL, DIA. @ 24" O.C. ...• . OVERHAN �' .� . CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT INSTALL WDW. SCREW ANCHOR\\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO2 x8 PROVIDE WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4' MIN. OF BRACE BRACE BLOCKING w/2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED Yz" WOOD ) W/3 () #6 X 4 NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1, G.C.! BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 11- Orr 51- Orr SCALE: N.T.S. SS 12 I PRODUCT APPROVAL) F CHANNEL FASTENED TO: JACK TRUSS PROVIDED BY SEE � TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN INISH FLO � 2 WITH x 8 BUCK - CONNECT TO BLOCK BUCKSECTION x 3 1/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED / - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE ° _ . . > B-BSE EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL ' ° 1/4" MAX STRUCTURAL SOFFIT °' #5 BAR 1'�° • CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON FO .' ° . p' 9 H 0� IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS > ° b • KNOCKOUT / N 8d NAILS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER o �I�. • i THE SOFFIT FL PA INSTALLATION CRITERIA _ ; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2 10d _ NAILS AT EA. END PROVIDE 2x REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. MONO FOOTING ' • p° PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. TAPCON AT EA. SIDE CONT. W/ (3) i SIZE AND REINF. PER PLAN _- - e' VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 12d NAILS JACK TRUSS PROVIDED BY AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .> ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT z TO BE INSTALLED 4'-0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 2XOVF UP PLWD. BUCK - *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. A.ASTANDARDBUILT N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + G�FNOT (2) 10d NAILS @ 8" O.C. N 90` HOOK r #5 BAR IN _ TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD + TO TRUSS TOP CHORD FILLED CELL -' - • �� • �� ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY + + + • ; BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4 MAX. RAD. GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" + + PLYWOOD SHEATHING °% INSTALL WDW, SCREW --,-----, CREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + w� � w� s r� s• w� s r� s• ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS + SUPPORT SOFFIT 2X4 SYP . ®s SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR '�®' CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER S0 IT J DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL N N SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'4") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ ROOF EXTENSION M z 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 WITH MIN. 3" COVER 6'-0" _ SCALE: 3/4" - 1'-0" SS � � (EVERY OTHER < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP L.L. NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o v A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ;;:. o ° ;' SIMPSON HTT4 w/ (18)10d x 1 w REINFORCING AS FOLLOWS: SEALANT _ T=1I1=1I I-1T_I=III- FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO u- � 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - — — — — — ( g —I 1—I I I-TI I 5/8" DIA. ALL THREAD ROD F- � #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. ' MIN. LAP SPLICE W/ ::. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL , — - , III=T- —III—I I1= EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & - EXISTING F G DOTING (2) #5x6' IN CONC. REINFORCING PANEL T�= N FILLED CELL SMOOTH. DO NO FURROW. , ° _I 1=1 I=� 11 3"MIN. EDGE DISTANCE . \ DRILL 3/4' x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT GRADE o �� I I- . I t SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN . LAP p ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° p REMAIN FREE OF MORTAR. NOTE: `' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. f u TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION \ \' MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" RETROFIT FOR MISSING FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" N CD 3 W L N �a N 4 Q � X_ d ai ¢ eo v N i •y = O R � o 42 VVA J 1 R - 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 Engineer's signature and seal. v) W E 0 Q 0 N N o C o O 1V N .0 N ��rra o � QN M V 2SzS # LL C i J 5 JLL L� 5oul i' _ W .� — a Y M C fn 103 L T CD _ Z O :Dmn O W O LLZ CO N z° a IL O ZN O (� U W ❑❑ V M c�- Z � O z o Q � QQN J d M In z a iD `o 4--J cn CO w 0 w o N U G w ,— — E = L v o � U' N 0 r_ M W M ¢ o z e ::1-E � o �o -0,<a oLL w6 >� Zo co @ O o X U �, ' p 00 U S< a z L @a wo Q o m � �& U) f r �0 o z <w U) OQ z 0 U w a w W o� �3 A CDwQ ao CD' co 0I< F ° 3 °O = >� J LO m �0 O Y Y T ,— Ca (n m N Enc Ln r Q 0 N I Cc CV \ .Q 00 1— (0 00 T .� M 0 Z m z ii E O a E U � Q p JOB NO : 22-09411 SCALE : AS NOTED SHEET NO. SS o, 3 a rn `v 0 0 0 CD 0 I / a rn LO UO `v o- a 0 J �t- 0 I 0 O Q N N d E 0 v c c J N r7 U 0 i U .O i a a V -0 ILL GV cV O O� w v 0 0 N N 000 v 0 a m CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VVI L- Ivu k�y "nVl 1 1 I1V YY— 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 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A A . SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A %A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 1Od NAILS CENTERED AT SIMPSON H w/ 16d INTO HEAADERDER & (6) SEE PLAN L. FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM -SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO f-% M-r 1 r'\ A 1 n OPT lull A SCHEDULE/PLAN D PT I D N B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. A � A SEE PLAN FOR SCALE: 3/4"=V-0" BM. SPLICE OVER CENTER OF POST 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 AS REQUIRED KNEEWALL @ENTRY FRONT WALL s 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 w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD � SIMPSON LUS26 w/ (8) 10d NAILS MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR /01f I I COLUMN SIZE & TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) 1/2" X 4 1/2" LAG SCREWS ATTACH LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT MIDDLE o. EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g DETAIL @ INTERIOR BEARING 3 PLAN FOR MORE INFO SCALE:NTS 5" WOOD TRUSS SCALE:NTS COMMON B M . ATTACHMENT 18 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS 0jL VARIES _._ 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS NAILS SP2 w/ (T 12 10d NAILS AT TOP BASE & SIMPSON 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 4" O.C. INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON V NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD GABL LOW ROOF/WALL STUD SCHEDULE PLATE MORE INFO. TRUSS ) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES SEE PLAN 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ VARIES W/ 1/2" PLYWOOD W77 ROOFSLOPE FOR WALL LOCATION SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ EACH COMMON BELOW 16" O.C. WOOD WALL - - ll TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2) � MIN. 2x4 #2 SPF STUDS @ -, (14) 10d x 1 112 NAILS TYP TOP &BOTTOM j TO FLOOR GIRDER _- SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR NAILS EACH SHEATHING ATTACHED I BELOW @ 16" O.C. j STUD TYP. T&B PER NAILING SCHEDULE & . MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO - - - -), °<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD TRUSS OR SEE PLAN FOR PLATE BELOW - -- MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALLL4 OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ E. SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4-0' O.C. - p MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q ' COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. >� SECTION @FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS cue 00 N U O -o d LW - > W o � ,r �z. o _cc mX -- /z - H cc O a- • Q r N Y d a., 21: co •d ova 9= "'3 cc >r Y c c d ems•-� y O. c w �gtt',JiiiI6dBd//llf •�d. jC� rz o FL015. �>!!//dl1i1111o+t�� 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. tN T,E 0 M 8 ° O N lr 0 �Lr,�-12 � r H �NC) V J LL L � D. _ W Z F@ N c p 3: 0 W W�6jO' m J IL �^ N 10 U 'z� O U W E3 ❑ V M � z � M 0 0 Z N z � � � J LL � N M z U �-1 0 Q)4-1 L W � 0 W g V) wra U c W J min L U r- CD w J N< g � z a � LL E zo rN o za � Q E Wj zp oa 00 oU O ¢ O E N ° o <o Ez wz cn c U o LL z - CU nO QW o z g° � a mw wLL 09 Mj O 0-, �U= a za °3 ILO J LO LO m m M L C) Y — � m N m LO c Q I N V J i�f L o T- (D W r E E CY) = o z z U) E C) a ° @ a E U Q p JOB NO: 22-09411 SCALE : AS NOTED SHEET NO. D 1 7 Cy, v LO LO 0 is N 0 Q 0 J MO O I Q O) LO LO 0 v- Cn O 0 J �r- 0 I LO LO v O Q 01 O Q CV 0 a E E 0 s L 0 J LZ U E v .o 16 a> i� N O 0 co 6 0 0 N N 0 00 as 0 9 v C/? THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK EXTREME WINDOW FASTENER CMU-MASONRY BLOCK 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO 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 TO MASONRY 6) TOOLED SEALANT BEAD BRIDGING CLADDING AND WINDOW FRAME WINDOW FRAME ATTACHED PER CODE REQUIREMENTS 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 S DO NO' BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r LI"1VI IIIVV I �-/-+VI IIIVv SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2XFRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK- PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asO# 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 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED 6. Fold as shown by arrows 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 SLOPE d ° a WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE. BARRIER_ SEAL TOPS OF JOISTS - UNDER DECKING ED FLASHING (SEE DETAIL WP07) IR ASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING v 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ' SELF -ADHERED FLASHING 14 EXTERIOR DOOR WITH DECK E AM ROM V-4" PER PLAN V-0" PER PLAN SHOWER SEAT °Q SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Q Lu m Q 0- a_ IL 0- Li (lW U w w Q � w O ICn WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 VVt ter resistance. The exterior. wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water withiM the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN• SELF -ADHERED FLASHING BUILDING PAPER of draining 4o the exterior water that penetrates the exterior cladding. _ > _ WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 n -- 4. - inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST i " 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. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 1 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 m CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDERisa ' 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 applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETTAIL WINDOW membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ' �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" - ADHESIVE 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 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 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 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. JE W 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. 6.6.At wall and roof intersections. w t R t nt B 7.7.At built-in autters. LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 PLASTER STOP Div CONTINUOUS BACKER - ROD & SEALANT 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 I. 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER a er esls a arrter Lath Sheathing SYUCCo LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER- -- SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS [KNNNXX= \STER STOP A NTINUOUS BACKER ROD EALANT VIENTITIOUS FINISH tAL FRAMING IAL SHEATHING 3AF PLANE WRB AK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all b 00 C%4 o I--- d� v, N v a• d v d _=WCc c E d u CV CV 0 CV o_ 00 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. 0 W 0�+ E o M o _ O ci N CV O 0)O O C 0 co r s�W-N rn�� µH 4 C LL J U_ uJ a- � V J Z --O' L (6 Q_ a � CV U) W O O LU O 6 LO Cl) zLL $L m J Q N OU W ❑❑ Ul M M � N M Z 0o ¢N �/1 0 o J M (D`o lL W Gn M U O LU o �y N C6 c� W J - E 41-11 L Allsomeffm // yy V N 0 0 Q N m CD w Mm co J ¢ o Z Z Q E E o zo oo w YN� zo aN zp ou t- - Ar O x� a z D° Q a z R i woo ra ao zY m� a aF Z _ (U Z> U 'aw 2b. Cn 7 F w pp Z' O d all wLL w .3 S oLL i-3 o o wa �a �o a ° 'N CO = O J LO c� H i (� O =3 O CO C) J C�'- Y T 0 � N m Ls J r4-1 Q O _0 N O -0 Co (V Q� LO LO 00T E (0 M z Z E O C a U J Q ❑ C J JOB NO : 22-09411 SCALE : AS NOTED SHEET NO. W P y + ..77 - .- i `s-� ... ... .S.-(:.o. �a V �. � . -.- . . _. .... ...�t�aP.n .. ._. . ..f.,,. .. .,.-;. .: .r: .- :.. ._ •.�: :_ ,. .,_.. :r.., ...e�_.,�,.-. .�-. ..,, -a...,. .- .. ... J,k __.. -,.. .. Mounting in±g Brarckillits i 1 D Ga4.Fgei 4-1 Wy, 4-liTx 2-12' a TT w Anchor 50eclule BID% 1 W Dka, Aa25 Q IV. Sxk Cross 51tppiort ` (May be rut to W) r` #145elf- rlllinlg Screws 10-5le- A/C ti Sartiam Edge Hurticatie strap (Tvrlioail, 3 ire ftori Wa�tT�rs Front Casts Support "self-r ising,Nut5 (May EreICut to ) 14SeIt 0rlllniq5srev1lsiti u Boak OlackOrctssSupport into Ai C Unit Rmtttgmm 51de (Typlcalt 3 each slide for hurricane uml INSUILAIIIIIN INfORMATION Ltli tax lee, ,i ausa tact. jet roloi l" Mitt/ ---h t-iatti _411 Ht ifvhatt.5s� .� at'nilt6lc trii1p tsymtlt E It#d�t t Florida Department of Business & Professional Regulation Building Codes and Standards Product. Approval Application Detail Pag.1 of I zh5±gaz1 Pat- Data _ Dae Pedlnd i.. Date x 7YL 'e I 1 Manufacturer CCoI ct Enalnaer&Llaansv Validated all Valld ed 8ubmltred FSC Approval ADOOV0d Status ABimratian 2020 Smart Vent Products Ind, Michael Gmheni He,,-r, Ncrero P.E. Locke Borden P.E. i211612020 JV1612020 12128/2020 Approved Category. s"Woural Components- (677) 441-8368 PE 7377d (330300-1800 subCategory: Products h-ducedasa Result of Info@smedvertoom New Technology Compilanca Method Eveluatim Reportfrom a Flodda Registered Architect ore Licensed Florida Professional Engineer FL35922+RSRotluals:- QualltvAssurance Aovta x!for Use Approved for Use Impact De1a s saw# Product Model Number gr Name Product D.-hrrian Contract Exvlratian Date in HVHZ Outside HVHZ Resistant Pressure 1 SmaHVeM Model#1540.51a Dual Function Flood and Ventilation Vent 121312023 Yes Yes N/A .1001100 2 SmadVeni Model #1.540.511 Dual Function Flood end Wnttauon Vent 12/3112023 Yea, Yas N/A +100F100 3 49M rtVent Model#1540-520 Insulated Flout Vent 1213-2023 Yes Yes NIA *10D/-111k 4 V nt odm#154G52 8 n M Insulated Vent 121312023 F etl Yes Yes WA +100A100 5 Sm rtVant Model#1540-524 16& ud;G sDoor Flood Vent 1213172023 q a Yes Yes N/A NIA 6 Smarivent Mddel#1540.570 WoodWelllnsulated Flood Vent 12I312023 Yas. Yes NIA +10DF100 Smart Vent Model #1540.5.+4 14.5&qud: Garage Co., Flood Vent 12131f2023 Yes Ya9 N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards. Product Approval Application Detail Page 1 zrI Id412pZ} Code EirtIN W Date Data Dal. Pendmo Date Too yard t Manufacturer Contact Film... aLicansa validated ev Validated submitted FBC Anoraval A......a .stews Revisi= 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Priest Locke Bowden PE. 08/10/2020 l WW2020 OMa2D20 101132020 Approved Category: Roofing (5021303-1511 PE-74021 (3341300-1800 subcategory: Metal Rooting lshumete@drexmatd.m compliance Method: Evaluation Report from a Florid. Registered Archxectdra Lid.r,.d Florida Protesslonal Engineer 11#17619•56 P.rntlucts Quallry Assurance Approved for Use Aour.ved far Use Ii DeslyEl1 sm9 product Model Number or Name Produot Deseriptlan coua.gl Exblrailon Date In HVHZ outside HVHZ Resistant Prssur 1 Drexel Mat.I Roofing 5ystem5 DMC 1aDNs; DWIG 150SS, oMG 1?55 ❑IAC 200.5, 12l31 R025 'Yes No WA +01-180 DMG 5V Florida Department of Business & Professional Regulation Pass 2 of4 Building Codes and Standards 252022 Product Approval Application Detail COpfl Entitvor Data Date Data Pendina Date Type Version Manuracturer Contact Engineer&License Validated By Validated Sukm road FBC. Approval Approv80 Status Revlslon 2020 Therms-Tru Coronation Steve Jespemon Lyndon F. Schmidt, RE, Ryan J. King, P.E. 04M 52021 12312020 04J22r2021 06108202'I Approved Category: Exterior Doors (800) 843-7628 PE146409 (at 3) 767-6555 - Subcategory! Swinging Exterior Door Assemblies sj.spar n@th.r bu.- Compliance Method: Evaluation Repdrtfroma m Florida Registered Architect or Licensed Florida Professional Engineer FL1F20468-R5'Pr6dudis - Quality Assurance Approvedfor Use Approvedfor Us IM[GOI Destan sea a Product Model. Number or Name Prod upt Descriptor Contract Expiration Date in HVHZ Outside HVHZ Reslstant ressu 1 a. ThermaTru Fiber-Classicand Smooth -Star Nominal 69#39;8 &quotlmpact&quot; Opaque 121312022 No Yes Yes NIA Composite Edge Fiberglasss-Single Door (InawnglOutswing; X configuration) 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal B&rf39;8.&quotlmpact&quot Opaque 12M/2022 N. Yes Yes NIA Composite Edge Fiberglass Single Door with Sidel Refs) (inswingloutswwg; XO; OXor OXO nfiguratons) 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8&quotlmpact9quot, Opaque 1213112022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelites(Inuring/Outswing )0' Or OXXO configurations) - 4 d. Therma-Tru Fiber Classic o ands Smooth -Star m. Nominal 88#390 & not Ion act& not O aque p Opaque 12131/2022 No Yes Yes WA Composite Edge Fiberglass Single b e Door Insain (outswin Xconfi configuration) 5 e. Tharma-Tru Flber-ClassLcand Smooth -Star Nominal 88#390 &quatlmact8quot; Opaque JV31P2022 No Yes Yes NIA :Composite Edge Fiberglass Single Door with Sidel iI"(s) (Ins n nq)Outswn ng;. XO. OXO, OXO configuration.) 6 f, Therma-Tru Flber-Classicand Smooth -Star Nominal 6&#39;0 &qutlmpact&quot; Opaque 12151=22 No Yam Yes NJA Composite Edge Fiberglass Double Door With or without Sldelites (Inswing/Ouccwing; XX.or OXXO configurations} 7 g. Therma-Tru Fiber -Classic and Smooth -Star - Nominal 6&939,8 &quotlmpact&quot, Glazed 121312022 No Yes Yes NIA Composite Edge Fiberglass Single Door {I nswrg/Outswing; X configuration) 8 h. ThermaTru Fiber -Classic and Smooth.Star Nominal W$39;8 &quotlmpacttiquot, Glazed 12212022 No Yes Yes NIA Composite Edge Fiberglass SnQie Door with SidelRe(s)(Inswing/Outswrag XO,-OXor OXO configurations) 9 i.Therma-Tru Fiber- Classic and Smooth -Star Nominal 68#3$8&quotlmpaat9quot; Glazed 121312022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without SidelResR-ingfOut-.wng. )C(cr OXXO configurations) 10 J. Therm.-Tn. Fib.,Classic and Smooth -Star Nominsl.B&#39,0 &quotlmpagt&quot; Glazed 121312022 No Yes Yes NIA Composite Edge Fiberglass Single Door (I nswinglOutswtlg; X configuration) 11 k. Therma-Tin Flber-Classic and, Smooth -Star Nominal 8&AG9,0 &quotlmpact&quot Glazed 1213/2022 red Yes Yes NIA Composite Edge Fberglass Single Door with Sidcl Re(s) (I new ng/0utswn n9 XO OX or configurations) 12 I. That ma=Tru Fiber-Classicand Smooth -Star Nominal 8&#39;0 &qudtlmpaot&quot; Glazed 12131=22 No Yes Yes NIA Composite Edge IF berglass Double Door with or vnthout Sidelites (InswingfOutswing: XXor OXXO configuration.) 13 m. Therma-Tru Fiber-Classicand Smooth -Star Nominal 68#398 &quotlnimot&quot;Glazed Molded l2131J2022 No Yes Yes N!A Open Composite Edge Fiberglass Single. Door (I nsWngfOutswingi X configuration) 14 n. Therma-Tru Fiber-Classld and Smooth -Star Nominal 68039.8 &quotlmpact&quot; Glazed Molded 12/31/2022 No Yes Yes WA open Composile Edge Fiberglass Single Door with Glazed Molded Open Sidellte(s) (Inewrg/Outswing; XO, OX -'OXO configu rat one) 15 o. Thernne-Tru Fiber -Classic and Smooth -Star Nominal 6&#3g;8 8uluotlmI ct&quot Glazed Molded 12J312022 No Yes Yes NIA Open Compoelle Edge Fiberglass Double Doorvnth or without G lazed Molded Open Sidelites (I nsvinglOutaiving; XX or OXXO configum6ms) 16 p. Tharma-Tru Fber Classic add SmooihStar Nominal 6&439;8 &gwtl mpact&quot; Opaque 121312022 No Yes Yes NIA Composite Edge Fiberglass Single DcxI Molded Open Sidehte(s) (I nswngloutswing. XO OX or OXC configurations) 17 q. ThermaTru Fiber-Cl assicand Smooth -Star Nominal 6&#39,8&quotlmpaoAquct; Opaque 121012022 No Yes Yes N/A Comp.ato Edge Fiberglass Double Door with or without Glazed Molded Open Sidelites (mswnYOutswing;, XX or OXXO mnliguratinns) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel o t I IW2D21 Code Early or Data pate Data Pan7no ,Qate Noe Verslol Manufacturer contact Enalneer B License Validated By Validated Submitted Approved status. Revialon 2020 PGTlnduatrfes Jens. R.-k Miemi-Dade BCCO - CEP Mieml-Dade nCCO-VAL 1V1912020 IO2&2020 1124/2020 Apprwe4 Category; Exterior Doors (941)486-0100 (786) 315-259a ZCdegory: sliding Fxterlor Door Assemblies )rosonskl@pgllndusliies.c Compliance Method: CerlificaLon Marla Usting our, .� .. -. FLk2Cw4,R33 Produota - - - Quality Assurance Approved for Use Approved for Use Impact Bes n:r Sea (j Product MnaeL Numb�r�rlfm Product ooscrl00.1 Contract Eaaimfon. Data of HVHZ DutsiipHVHZ .R aW,,,t Pressure 9 SG0.8570:(L'a rge Mlsslla Impact) Vinyl Sliding Glass Door 00142021 Yes Yes Yes N)A: May 27, 2022 PROD T A P PROVAL k";`1FIC A T 1 EET(2022) As require y FloridaStatute 553.842 and Florida Administrati Cade 9E-72,please provide the information and approval numbers on the building components listedbelcw 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 IFiber-Classic A. SWINGING Therm aTru and Smooth -Star (NON -IMPACT) FL 04 1a1 + 7.0/ 7p psf 1 /311 0 Therm aTru Fiber -Classic and Smracth-Star (IMPACT) FL 0468 +67..0/-67s. psf 1 /31/2022 Therm aTru Fiber -Classic and Smooth -Star OMPA T FL20470 + 0.0/-80. psf 12/31/2022 E. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40, f 12/3112024 PGT Series 5570 hlOA, 21-0205.03 +38,71-38.7 psf 4114#202 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 ##1105 (8 7) FL3245.3 +311.01-35..0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16 7) FL8248.10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16)C7) FL8248,11 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AAD 1 Inc607r707r727f747,and 847 Single & Pairs of Doors FL115 7.1 N/A (see in t sht), 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60,01-60.0 psf 10/812023 POT Series 5500 FL239.2 N/A 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doers Series 188 FL15351 A +55,01-55,0 psf 2/16/2024 C. FIXED MI Windrows and boars Series 185 FL15349.1 +60.01-60.0 psf 4/312023 POT Series 5520 FL243®5 NIA 4/3012025 D. MULLION MI Windows and Dears Series 5764 FL15353...2 NIA 12/31/2024 POT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. m Lr g Cent lank La Siding and HardiePlank La Siding p p 'g p � FL13192.1 - FL13192,2 A SIDING i A 12/31/2023 B. SOFFITS Alside Solid an Vented Vinyl Soffit �( 1 y 15 - F 152 .2 FL 272.1 L 72 + 5 -75 7 .Ol p0 psi 1213112023 Alpha Aluminum, Inc. Solid and Vented cumin m Soffit FL1,6544 R5 54.21- 54n2 psf 7130120 3 Co- OTHER. 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 S. UNDERLAYMENTS Tamko (fear Shingle Roos 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/2312023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Corp. Off Ridge Vents _ FL16918A - FL16918..4 NIA 919/2026 Florida Metal Products, inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanccl Inc DA4 Exahust Vent FL17202.1 +97+51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 1213112025 Eoral Tile Saxony 900 FL7849A6 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NSf DMC 15OSS, DMC 175Sf DMC 200Sf DMC 5V FL17679.1 +01-180 1.213112025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Stiryyy oriels FL15076.1 FL15078.2 N/A 1213112022 is Shutters Glass All American hu ere Galvanized Steel Storm Panels FL17869.1 hl� A 1 13 2 2 2 11 0 2 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart E. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 1.2/31/2024 M Industries, Inc.russ iTek 1 c. Plates FL219 .1 - FL2197..5 7 N/A 12131/2022 C. ENGINEERED LUMBER Buse Weyerhaeuser Rim Board LVL SL LSL 1 P 1 FL6527.1 - FL6527,.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 911 112023 Commercial Concrete Products, inc High Strength Concrete Lintels FL1774 NIA 5125/2024 The products listed below did not demonstrate product approval at lan review. I understand that at the time of inspection of these products, the following information must be p pp p P g available to the inspector on the jpbsite 1) copy of the product approval, 2) Florida Department of Business& Professional Regulation Building Codes and Stantla role Product Approval Application Detail Page 1 of 3 1252D22 i Aa k g G P v3 Code J=_ntltvor ggdg Date Date Penoinu air T-e Version Manufacturer Comic Engineer & License Validated ev Validated submitted FBC Approval Approved tatus Revision 2020 Therma-Tru Corporation Steve Jaeperson Lyndon F. Schmidt, RE Ryan J, King, P.E. 071231202D 07M212020 0712g12020 10l1312020 Approved Category: Exterior Doors (8001 843-7628 PE-43409 (813) 767-5555 suItCatagory: Swinging Exterior Door Assemblies sJasperscd@thermetruo. Compliance Method: E valuation Report from a m Florida Registered Architect ore Licensed Florida Professional Engineer FL470.R3 Protluctis - - QualiMAssuranpe Approvedfor Use Aoprovedfor Use Impact Design Scott Product Model, Number or Name Product Description CanVaet Expiration Date in HVHZ .outside HVHZ Resistant Pressure 1 a.Tharma-Tru Fiber -Classic and Snwoth-Star Nominal 6&#39,8&quctlmpact&quot Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (lr-Angf0 kwng;.X -fig mUon) 2 b. Therma-Tru Rber-Classic and Smooth -Star Nominal 8&#39;8 &quotimpact&quot Opaque 121312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Doorvvith SidelRas Irwin lOutawn XO OXorOXO. U ( g g. , configurations} 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 64#39;8 &quot Impact&quota Opaque I n12022 Yes Va. Yes NIA Composite Edge Fiberglass Double Door with or Wihout'Sidelites (InswtlngJOutsnring; XX or OXXO configuretions) 4 d.Therma•Tru Fiber -Classic and Smooth•Ster Nominal 8&#39;0&quotlmpacmquot Opaque 12/31 Q022 Yes Yes Yes N1A Composite Edge Fiberglass Single Door (I aswingfQuiswing; X configuration) 5 a.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&039;0&quotlmpaci&quota Opaque 12)312022 Yes Yes Yes N/A Composite Edge Fiberglass Single Door with SidelRe(s) (InswingiOutsmng XO, OX or OXO configurations) 6 f, Therma-Tru Fiber -Classic and SmoothStar Nominal e&939;0 &quotlmpact&quota Opaque 1213112022 Yes Yes Yes NJA Composite Edge Fiberglass Double Door Wth or without Sidelites (Inswing/Outswing; XX or OXXO config-t ono) 7 g.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&939,8&quotlmp2ct&qup1; Glazed 12131 J2022 Yes Yes Yes WA Composite Edge Fiberglass. Single Door (InswinglOutswing; Xconfguration) 8 h. Therma-Tru Fiber-Classicand Srrmoth-Star Nominal 6&09:5 &quOt Impact&quot Glazed 1213112022 Yes Yes Yes NIA Oompeate Edge Fiberglass Single Doorvdth Sidelde(a) (Insw4ng/Outswtng; XO, OX or CLXO configurations) 9 i, Therma-Tru Fiber -Classic and Smooth -Star Nominal 61 &quotlmpact&quot Glazed 1213112022 Yes. Yes Yes NIA Composite Edge Fiberglass Double Dow Math or wtthout Sidelites (InswingJOuts+ring; XX or OXX0 configurations) 10 jrI Therma-Tru Fiber -Classic and Smooth -San, Nominal8&#3 not Ion & uol: Glaze d 3120 2 12/ 2 Yas Yes Yes NIA Composite Edge Fberglass Single Door (Insvnngl0 t rung; X.configuraton) 11 k: Tharma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quot impact&quat Glazed 12f312022 Yes: Yes Yes NIA Composite Edge Fiberglass Single Door Wth Sidelite(s)(Insvvingl0utswing XO,. OX or OXO configurations) 12 I. Therma Tru Fllaw-Classic and Smooth -Star Nominal 88r#39;0 &quot;lmpact&quot Glazed 12J3112022 Yes Yes Yes NIA Composite Edge Fiberglass Double D-asth or without Sidelites (Inswing/Gutswing;. XX orO)0XO configurations) 13 m. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quotlmpact&quot Opaque IW312022 Yes Yes Yes NIA ComposileEdge Flberglass 51ngle.DoorMth &quotNon-Impact&quot Sidegte(s) (I06wng1Omtswmg; XO, OX or OXO configurations) 14 n.Therma-Tru Flier -Classic and Smooth -Star Nominnl6&#39;8&quotlmpact&quota Opaque 12,(312022 Yes Yes Yes NfA Composite Edge Fiberglass Double Door with &quot,Non-Impact&qu L Sidelites(I nsawng/Outawi rig; OXXO configuration) 15 o'. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 8quot Impact&quot Opaque 12131J2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Ooorwith &quot;Non-Impact&quot Sd.lite(s) (I newng/Outswing; XO. OX or OXO configurations) 15 p, Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quot Impact&quot. Opaque I2J312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with &quot;Non-Itrips ot&quot SidelRessw (iningfO tsmdng; CXXO configuration) 17 q. Therma-Tru Fib -Classic and Smodth-Star Nominal e&#39;8 &quak Non-ImpackS,.quok Opaque 12131J2022 Yas Yes. No NIA Composite Edge Fiberglass Single Door (I nsw,ngfOutswing; X configuration) 16 r. Therma-Tru Fber-Classic and Srinoth-Star Nominal 8&#39:8 &gwOt Non Impact&quot Opaque 1 W112022 Yes Yes No NIA Composite Edge Fiberglass Single Doorvth Sidelhe(s) (InSvAng/OutmNin, XO, OX or OXO configurations) 19 s.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;6&quotNon-Impact&quot Opaque 12/312022 Yes Yes No NIA Composte Edge Fiberglass Double Door with or wslthout Sidelites (InswinglOub wing; XX or OXXO configurations) 20 t. Therma-Tru Fiber -Classic and SmoothSter Nominal 8Wel) &quotNon-Impact&quot Opaque 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswing/Out-ing; X configuration) 21 u. Therma-Tm Rber-Classic and Smooth -Star Nominal 8&#39;0 &quot;Non=lmpact&quot; Opaque 1213112M Yes Yes No NIA Composite Edge Fiberglass Single D.... fth. Scielte(s) (InswinglOutswdng: XO, OX or OXO confic urattons) 22 V. Therma Tru Fiber-Classicand Smoolh-Str Nominal 8&#39;0&quot Non-Impact&quei, Opaque 12131/2022 Yes Yas No NIA Composite Edge Fiberglass Double Door with or vt out. ideIites lnewin IOutswing. XXor OXXO configurations) 23 w, Therma-Tru Fiber -Classic and Smooth -Star Nominal 08#39.8 &qu.t Non Impapi&quota Glazed 1213112022 Yes Yes No NIA Composite Edge Pi berglass Single Door 0,swnglOutawing', X configuration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&039;8 &quot Nor>-Impact&quct; Glazed 1213112022 Yes Yes No NJA Composite Edge Fl berglass Single Door with Sidi (InswingJOutsWng XO OXor OXC .configurations) 25 y.Therma-Tru Fiber-ClasslcandSmooth-Star Nominal 5&#39;8&quotNon lmpact&quat, Glazed 121312022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/OutswlnT XX or OXXO configurations) 26 a Therma Tru Fiber -Classic and Smooth -Star Nominal 8&039;08quot;Non-ImpadBqudt;:Glazed 12/31/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswing/Outswing; )(configuration) 27 za. Tharma-Tru Fit-Cessic and Smooth -Star Nominal 8&#39,08quot Non-Irnpact&quot Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidel Ref s) (I nsva ngJOLASW rig; XO. OX dr OXO configurations) 28 alb. Therma-Tru Fiber -Classic and SmvothStar Nominal 8&#39:0 8qupt:Non-Impad8quot; Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without $idelites (Inswing1Outvw4n9; XXor OXXO configurations) Code T oe Version manufamurer Rewsion 2020 MI Wnddws fled Doam Category: Exterior Doors SubCategory: siding Exterior Door Assemblies Compliance Method: EnWatim Report from Flodda Registered Archltmt era Licensed Florida Proresslonel Engineer FUWZ32-145:Products $ea# Product Model Numberor Name 1 SERIES 420ALUMINUM SGD 2 SERIE5420ALUMINUM SGD 3 SERIES 420ALUNIINUM SGD REINFORCED 4 SERIES 470ALUMINUM SGD REINFORCED 5 SERIES 420ALUMINUM SGD REINFORCED Florida Department of Business &'Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 2 612021 Entiv or Date Data can, Pendlnn e Contact [-nnineAr&Llaanae ValidawdBy VaVVlicaegl Sulunitted F6CAooroval Amr-d status Brent Silting, Luis Robvto Lamas Steven M. Urich, PE IM612020 101062D20 loilex2o2a tali 52020 Approved (T17)365-3300 PE-62514 i;717)317.8454 bsltl In ge r@ m i,!tl.cam Quallri Assurance Apgrovedfor Use Approved far Use Imoaat Design PJaduct D.scrmtlon Contract Exelratldn Date In HVHZ Outside HVHZ R-gliggin Pniasuro SERIES 420 ALUMINUM SGD OXO 12f312024 No Yes No NIA 145-374&quo1;x808,.quol; NON -REINFORCED SERIES 420ALUMINUMSCO OX XO,XX 1273l/2024 No Yes No NfA 96&qu d;x90&quot;.PION-REIN FORCED SERIES 42CALUMINUMBGD REINFORCED OXO 12131I2024 No Yes No Ni 145.3l4&quot;xa8&quoit SERIES 420ALLIMINUMSGD REINFORCEDOX.. 12t3i2024 No Yes No NIA XO, XX96&q0ot;x964.quot: SERIES 420ALUMINUNlSGD REINFORCEDXXX 1213112024 No Yes No. NA 143&q uotx96&qu t Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.Se1 a 102o21 Cade Entire or )0-to Data Data Padding 4� rsl n version Manufacturer on aG� C ( Ennimeer&Llbense Validated By Widened Submitted FBC Approval Approved Staus Revision 2020 Wayn a -Dalton, a division orOvrhead Door Dwayne Kernlah John E. Scares JKrey P. Arneson, P.E. 101122020 OM2020 10,732020 12J15l2020 Appro*d Corporation (33D)763-8121 PE-51737 (W4)821-5200 category: 94arlor Doors dkomish@wayne-cli c SuhCategarY-. Sectional Exteror Door Assemblies our Compl anca Memod: Eveivalron Reportfrom a Florida Registered Architect or a Ucmwd Florida Professional Engineer FL#8248-R20:Products - - qualltvAssurance Aoorovadfar Use Anoraved fcr use Imoant Desm. sea # Produtt Model. Number or Name Product Description Comratt Exblra[lon Date In HVHZ outside HVHZ It1 ant. Pressure 3 8000/810018200 #7105 9039: Max vi ih. 14&#39. Mat height. Glazing 12/312021 No Yes Yes +31.00L35.00 available In top or intermediate section. 1D 8000/81001120111121 m&#30; Max i icift 14&#39' Max het ht. Gluing 12 312023 n g g / No Yes e Yee 3 4 90 available In top or Inlennediate sedan. 11 WOW 0018200#1124 15&#39', Maxwidth. 149#39' Maxhelgnt.Glazing IW312D23 No Yes Yes +34,401-3630 svalleble In top or Intermediate section. Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards IW2021 Product Approval Application Detail Code Eml� Daze Dale Date Pendina Des. Txoe Ver_slun 14-racturer conga Engineer&License Valldatad 8v validated submitted FSG Anomval Anne- Star., Revision 2020 Curnes Diwiam of AADG. Inc. Tom Rattay UL LLC Troy Bishop. P.E. 12110J2020 12f011202a 1272112020 Approved Category: Exterior Doors (6411 494-2813 954) 547-0860 Sub Category: Exterior Dolor Components Icm.rerey@asseebloy.co Campllance Method: Cattification Mark or Listing rn .F10iII537-Fla'Pmil..Is Quallri Assurance Ayorowsifor Use Approval for Use IflopeOn Design sag # P duct Model. N h Name Product De rl tian Contract Expiration pate In HVHZ outside HVHZ eP sistant Pressure 1 SOT 707; 727; ?47 ?57, 771.end. 547.Single and Pairs of Flush, Glazed, and Lowered singia end pairs of ' 12K312025 Yes Yes Yes - N/A Doors hollm metal doors. C.d. Tvoe. Version Manufacturer Revision 2D20 MI Windamsand Doors Category: Wndaws SubCategdry: Single Hung Compilancd Method: Certitcalmn: Mark Lamle $.ea B Pladuct Modal, Numberor 2 155 SH Florida Department of Business & Professional Regulation Building Codes and. Standards Product Approval Application Detail Page I oft ii5r021 EntIt' or Date Date pare Pendlnn Date contact Engineer &License ValidatedW Validated S.bmieed ESC Ani Pal Aooroved status Brent Sitlinger American Architectural Steven M-, Urich; PE ViIY2020 11/17/2020 11/2712020 Approved (71 F)365-3300 Manufacturers Association (717)317-a454 hsIffrgar0_mrdd d.m Quality Assurance Aooroved for UseAoordvedfer use Imoad nesian Product Desedotlon Colliract EXnlrailDn Date In HVHZ Outside. HVH Resistant Pressurr 52x72 FinJFlange Frame IG/SG Single Hung 101082023 No Yes No +601-60 Laminated Glass N 0 C_ Cn Ca 0 N . L 0_ � 0 OCIO 0^, o � W Cn W^^ `` 0 0 0 .� = O M 0 0 LL - Co Cn V ^ F iL .E_ CM a Z Z W J Ci V p QJ "* C � 00 a 1 &S O L M iLr. in � SS J. _ im 3 cc y y V d ram-. Q� G CJ O Cn E :3 W n, W 2.7 v CU _ O > CDL 0 CD\ LL Q 0 L� W U M F- 0 L W W z J Z Q J SHEET NO. PA 1.0. -t—a N Florida Department of Business 8 Professional Regulation Page 6 pi 9 Florida Department of Business &Professional Regulation pagdt prt Florida Department of Business & Professional Regulation Pagel oft Florida Department of Business N M O -'-- Building Q) CL Q O O ^r` M -0n 0- • — �— ^' W W . — N -0 U -0 O O '— ,0 L L O E_ O 'S O LL — coC O 4- s•_ M t� -C N t` � Q CU O �� //''�� ii .C- VJ I 4 GV �t N d , /i..]% .` ./ pp i r) C2- C M M CV a X N = li tD N - t � Q d tD y :4 y = W y c O = -C t..i ' W3 tL .YO > OJ d �! = O_' � y -C7 f9 d ��/ z U) `V O 0- O �� U O �� < a) v i M U m Q O M C' CW G CA Q z W J z Q J NO. LSHEET PA 1. 1 :& Professional Reputation Page 1 orz Building Codes. and Standards 125/2022 Building Codes and Standards Iret2o21 Building Codes and Standards irsr4zt Building Codes and Standards +r5�2o21 Product Approval Application Detail Product Approval Application Detail ProductApproval Application Detail Product Approval Application Detail - M1 A .. q ` ,L Coae EntlNar Date Data Date Paneling � - `" i. `" - - "• �4 En r Data Da[e Dale Pending ate Tope Version Manufacturer Con Flioineer&License Validated av Validated Suhm fitted FBC Aporpval Approved Status Cade Entity dr Data Date Date Pendinv Date COGe Entity or D� Date Date Pending .Date Nba Version Manufacturer Va8 Revision 2020 Thernaa-Tru Corporation StaveJasperson Lyndon F. Schmidt PE R J- King.. P.E. yen 10l0712021 D9118i2021 10/132021 12/15/2021 Approve d � Ve Ion Manufacturer Contact Englneer8 Llc¢1lse Valldaleq By IVaI dated Submitted FBC Approval rove Blows Tvna Version Manufacturer cpntaat Emm�eara uCansa Validated ev Validated supmittad FBC Approval aoprpvad Status Contact EnomeelB License Validated By dated SUbmlHatl FBC Approval A Status us •PPL YI•d -L Category: Exterior Doors (S00) 843-7628 PE-43409 (613) 767-6555 Affirmation 2D20 PGTlnduslrles Jens Rdsvirskl Miami -Dade BCCD-'CER h9ieml-Dade BCfA- VAL 11ro5/2020 11K15f2020 11711/2020 Approved Revision zgz0 MI Windows end Doors &en[3tRnger American Architectural Steven M. Urich, PE 1of0.6r2ozD 10xis12o20 1of192o20 Approved Revision 2024 MI Windw.�s antl Doas Brent Sitfinger American Arcn iteclual Staten M. UriM, PE 1122/2424 11222420 1128/2420 Approved Subcategory: Sw,rlging FXferiOr Door Assembl'res 5jaeperSOnQthermdtrU.nO Category Vdneays (941)48ra-01U0 (78fi)315-2590 Category: Windows i717)36533W ManUfaclurers.Assrcietron I;?t7)31T-5454 Category: Windows 1T1713fi5-3344 Manufacturers Assenadon (?i7)317-8454 Compliance Method: Evaluatlph Repoftfroma m Subcategory: Single Hung JfraO'rr5FJ@pgllnduslde5,c Subcategory: Horizontal Slider bsHlinge[�mhrd.cam Subcategory: Fixed. bskg. g r4q,miv,a,:pm Florida Registered ArchltectOre LieenFsd Florida gampl ante Membtl-carhfiaeSon Msrkor Listing am Compliance Method: CertficatlD MaiK a L stir n I 9 Cam lianca Method. Mark a Listing Certification P 9 Professional Engineer Pr I r P 2a R2a Products '.. - ,.'. .. _ . , .,. r :, -F #75._i RS lerodLtlts ,: ., _, 349 Ri d t3dducts ' "04Gi'•F27 PfaduOt's � ' ( �. - :-:. : , :' � 7 ,. ;: - . Oua1lNAssraance Aoprendfar Use Apgrovetl for Use Imnad e f n Dec Nally Asgurance Abnroved for Use Approved for Use. impact Deslan rl I sour nca Ito A - a O 3____u� nnrnvadf u A or ao Approved for Use Imbacl_ peslnn Quality Assurance AdorDvetl for Use Aaorovetl for Use Imo Cesium Seok Product Model, Number or Name Produet Desedprlon Contract Explratlon Dale i Z Outside HVHZ Resistant Pressure se_# Product modal. xumber or Name Product Description Contact Exoialien Date InHVHZ Outside HVHZ Resistant Pre6EY �g segL Product Model, Number or Name Produc[Descdbnon Contract Ezblra[Ion Dale JII HVHZ Du[sltle HVHL Resstanl Pressure Sea# Product Model, Num ter or Name Product Oescriptibn Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 6H554o (Large Missile Impact) Vinyl single Hung Wnea✓ 0713g2025 Yes Yes Yes NJA 1 HS i88 Fin and Flange Frame 73x621nsuiaietl. Bass 02l1612024 No Yes No +551-99 1 185 PW 73x 72.Insulated Glass 04f03r2023 No Yes Na +641-64 1 a. Thermo-Tru FbervClassic and Smooth -Star Nominal8&#3988quot Non-Impact&quok Opaque 12131I2022 No Yes No N/A ComRdsite Edge Fibarg lass Single Door (InsvnrKJlOutsvr ng' Xcdnfigurdtton} 2 b. Thermo-Tru Fiber -Classic and Smooth -Star Nomina168#39 6 8quot Non Impac(8quot; Opaque 12Y31/2022 No Yes No N/A Composite Edge Flberglass Single Door With Sldelde(s) (InswinglOtttsvAng; XO,-OXpr DXO Fguralipns} 3 c. Tharma-Tru Fiber Classic and Smbotll-Star Npmtnal a73#3988quoq Non-Impact&qupt; Opaque 12l31/2022 No Yes No NIA Flberglass,Composlta Edge Double Door YAu, a without sidelrtes (InswinplOutswing, XX or OXXO configurations} 4 d-. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 7&#89;08quokNon-Impact&goof; Opaque 1213112022 No Yes No MIA Composite Edge Flberg lassSingle Door (IhswingfOutsveing; Xconfiguration) 5 e_Tnerma-Tin FibenClassic andSmooth-Star Nominal 783139j08gtlot Non-Impact8qubk Opaque 1213112022 No Yes No N/A Composite Edge Fiberglass single Door with Sidelde(s) (InswinglDuiswing; XO:. OX w OXO wnhgurations) G f. Thermo-Tru Fiber-Classlq and Smooth -star - Nominal 88#39;08quotNon-mpact8quot; Opaque 1213112022 No Yes No NIA Florida Department of Business 8 Professional Regulation Pagel d1 Florida Department of Business &Professional Regulation page i'ofi Florida Department of Business &Professional Regulation Pagel Ni Composite Edge Fiberglass smgleDopr Building Codes and Standards Irer2oi Building codes and Standards I15r2021 Building Codes and Standards Irer2ozl (lnsMngfOut6wing; X wnf iguratf bn) 7 g, Thermo-Tru Fiber-Classicand .Smooth -Star Nominal &quot;Non ImRact&quoE; Opaque ti2731l2022 No: Yes No N/A Composite Edge FibarglassBmgie Qagr vndl ptOtlUCt Approval Application Detail FPatlUCtA rOV81 Application Detail pp Product Approval Application Detail Pp SidelHe(5) (InswinglOutswing; XD, OXbr OXO - configurations)�. 8 h. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 88939;0 $ uokNon-Im not Opaque 12/3112022 No Yes No NIA Composite Edge Flberglass Double Door oath or coee 61[iN or Data Gate Data Pantlina ogle Cod. tEn ,tv or O�tg Dots Darts Pending Data Qp�q Entity yr �ate� Data Pentllna Date vAfhout Sidelltes {Inswing1011tswing; XX or OXXO Tvbe Version Manufacwrer Contact EnaMeerB License Validated &. Validated submitted FBC Avvroval Aoor_uved Status Tyge Yer=ion Manufacturer Contact Engineer& License Validated By Validated Submitted FBC Aamoral Mor_oved Status Tape Version Manufacturer Contact EnalneerB Lleehsc Valldaed By ,gate Validated Sus tted FBC Apbroval Status dongguraHona) raved 9 i. Thelma-Tru Fiber-Classicand Smooth -Star Nominal 6$#39;8 $quot:Non-Impact$quot. Glazed 1213112t722 No Yes No NIA Aflkmetlon 2020 P GT Industries Jane RamWSM Miana-Datle BCCD -CER Mdami-Dads BCCD-VAL i1N512020 11,06M20 11li if2020 r tl Apo a+a evlsla 2020 MI Winda•!.s and Doors R ' ' n Brent 5dN'd a Luis R Lomas PE .Steven M. LNIch PE g_ 1 1010612020 O/OBt2020 1019 . / /2020 2 5I2p10 1 it Appraeed I 1' n PGTlneusMeS Aff'nne l0 202(I Jens Rasauvskl Miami-Datle ECCO-CER Mlam-Datle BCCD- VAL I 11N52020 11+D52020 11A M20X1 Approved Composite, Edge Fiberglass Single Door Category: Windows. (94t)4860180 (786)315-2590 Category: Windo�ns (717)385-3300 pE62514 (717) 317-8454 dategory::VNna«es (941)486-0190 (786)315-2590 (fnsvuinglOutswing X configuration) 6UhCategpry: Fixed Jresalrsklgpgtindusttles.c au6Catagary: Mulams baltlingeralni+ud.aom 6uhCafagdry:Mylllons Jrosarvskil$pgtindusMes.c 10. J. Thermo'-Tfu Fitter-Classicand Smooth -Star Nomina(fi&#3988quot;Non-Impact8,quot;. Glazed 12/3112022 No Yes No NIA GomQllanca Melnoa: Cerhflcaapn nAarkpr casting om Compliance M9tnotl: Evaluation RepalT`frbtn a Compliance Mdlhoa: carnficadon Marty or Listing om Composite Edge Fiberglass Single Oogf With ,, ""-,�"'­, „„.. flodda RegisieradArchitect ors Licensed Florida �.. -. Sltlettes InsNAn !Outs\Mn � XO OX or OXO I J ( g g, , ` - " "' PLiF7A3,R24 Produe#s : I -. -9 `" '" ',. i � '�' "­�­' `°" -.1 Profeisionef Engineer 61-R13 ProdUo[3 ,-�, '"�` _ wnfi9urdtidns) - - ;. .. - - 11 kTharmaTruFber-Classlcand Smobth-Star Nomslall38#39:88quokNon-Im act&quotGlazed 1273112022 No Yes No NIA auairNAssrn-.onto AonroveafwUsa A onraved for Us. t m62,E pastor p�Z-RSpY�tieys, � - aualiNAssurance _Annravadiorusa Approved for use Impact oa�r���n Composite Edge Fiberglass Double Door vrith or Sag# Product Model, Numb eror Name ROduck Description CmactExoiratmn Data in HVHZ Outside HVHZ Resistant F_,s� - -- Seer lj Produ¢tMatlel. Number or Nall Product Description Comract Eznllatlon Date nHVHZ Qutsltle HVHZ Resistant Pressure without Sldelhe5 (Inswlrlg/Ou1sv9ing'_XX or OXXO 5 PW-6520„(Large Mlszlle Impact) \dnyl flxedWlnda'u 04/5012025 Yea Yes yes MIA Ouallty Assurance Aooroved far Uso Aarnavatl or, Us. Imdeat ge�,igg, 1 MUVials For All Doors and Wlndrnis AUmihum Mugibns O5I26202G Yes Yes Yes NIA mnflgUfatlgns) Seek Product Model. Number or Name Product DascdNibn Ganlract Ezoyagon Date nl HVHZ outside HVHZ Resistant Pre�sl re 12 LTherma-Tru Fiber-Classicand Smoeth�^tar Nominal 7$#39;08qubkNon-Impart&goof: Glazed 12/3112022 No Yes No NIA 2 57&d Vertical Aluminum Mullion 127312024 No Yes Yes NIA Ctamposite Edge Fiberglass Single.Daor (InslMngVOutswin9; X configuration) 13 m. Thenma-Tru Fiber -Classic and.Smooth-Star Nominal 78#39;b&g6ot;Non-Impact8quot:, Glazed 1213112022 No Yes No NA Compogitg Edge FiberglassSingle Door vuth $rdelite(a) (lhswinglOutswing; XC9; OX or OXO wnfiguradpns) 14 n: Thermo-Tru Fiber -Classic and Smooth -sir Nomirial.88#39;0&quotNon Impact&quot; Glazed 1213112022 No Yes No N!A Composite Edge FlberglasaSingle Door (InsuAng70utswing; X: configuration) 15 o Thetma-Tru Fiber -Classic and Smooth -Star Nominal 0&#39;0$quokNnn-lmpagt$quof Glazed 12l3112022 No Yes No NIA. Composite Edge Fiberglass Single Door with Sidalite(s) (Inswing/Outsv,4ng: i:a, OX or OXO Florida Department of Business &Professional Regulation Page t on Florida Department of Business& Professional Regulation Page zorz Florida Department of Business &Professional Regulation Page i of2 16 or Therma•Tru Flber•Classic end-Smobth•SYar configurations) Nominal e8#3g;08quet;Non-I mpact8quot;. Glazed 12f31l2022 No Yes No N!A Building Codes and Standards IlB2gZ1 Building Codes and Standards 14r92oz1 Building Codes and Standards Irer2021 Composite Edge Fiberglass Double Door with or Without Sidelites (I nswingJDuts ving;. XX or OXXO coMi9urations) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 6&t139:8 &quo4:Non Impact8quot;Opaque. 1273'11l2022 No Yes No NfA �- Composite Edge Fliier lass Single Door v,Ath Transominwln/ win ,OlX configuration) � � 18 r Thermo-Tru Fiber-Class'Ic and Smooth -Star Nominal 6&#39;8 &quok Non Impactdquot; Opaque 1213112022 No Yes No N!A Cade En[I� Date Due Date Pwltlng Date 32, entity o Jig, �? Date Pandlno Date � EntIN or plate Data pate Pending Owe C pbsite Edge Fbar91ass Single Door,^l'hh Toe Version Manufacturer coma cl Engineer B: License Varitlatetl tN YII Submitted FBG Avomval Aaprovetl Status Tvpe Version Manufacturer Co�taat Enalnaer BLCehse Validated By Validated -�Submitted r FBC Ahn oval Approved status ¢IBIDIi Manufacturer � Y— Contact EnalneerB License - YalMated By Validated Submitted pBC Approval roved Sidebte(sj and Transom {Insv+ngl0utsvfing; OlXO: — -� -� :r 4 .. �z : _.k, i _ss i:... L r ,._ fir r ; ^ rFat- v3 1 '4 +.ia: •t �a r - -(I .. - , g�� f� .a :._.,.:.iurs,� .uLsYt,.- .�..s...ar,. q._.. 3.n:: s.r .-:__-•�. .,.... ,.....:-_. - - :a.iq_Ya.rr.:._..,r_ ..,..,... .. - ,. _...,..� al `3',. .>,;? ,n+ , ,.!;i�i� �.. _,c>,,.�atal< ,_ Uwf3.'ii ..:. �,. ., .:� .. - ...... _.,_ _ .:7:•�s-..ems .....-,y - ,. .. O c- cn -Cu +� U O - e try Q O ;.- • Simpson - Simpson 2024 FBC Approved Products U nated1Zl30 OZ � � D � �fmtlsc�n StrvngrTfe �020 FBC Approved Products ll atad1Zt301ZDZD. � .. -- _ � Simpson �#rang Tle 20�0 FBC Approved Products Updated Z O]ZQE _plot d1 !3 D _ � Simpson String Tie 2U24 FBG Approved Products Updated 1 Z130fZQZD p - ... n♦ Q O L For direst links to all SST approvals listed pelrna✓EL.Jc iv`HERE „. t -Far tlireRJinks toail3ST approvals ltsled be(rd✓, CLCC IS HERE ^LI Fa direct llnkS to aII SST approvals 11st6q k�Irny;.CLfCK HEnE.. ' cm Fgr�tVedt ilnk51oa115&T approvels ist€d bsfpu✓, C.4(c N HERE W co VFar - regarding additional IMamaton Fldtla s3tatewrde PYoduct Approval System and Narry:Dade County NarepfAcceptance (NOA).LUCK H�E Faradditonal Information reig Flod Statewide Product Apprava15ystam and ar;badeCaw3tY csePACce tanc ,(), NK - . .. Foradditlo.nal1nT.rm t nregardingFlurd sstatewideProduct:APproval S stemsridNami.. adeCoun3YN _. _ ceoPA ee aus ACA , CLI.K R rfi£ Ftxatl icneI Inform on regarding Flrtlas te te»1da ProductApproval S to and Nami bade Cont _ . _. . .. Na.teof AseP nc � NbA) CLICK H8 E .. .. : . _ U FLr%2355-R7 FL#11}446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- � (� Cl) 9/16"and heights ranging from 4-5116' to 11' Concealed flange � Sed# Product Model, Number or Name ProductUder'ip'tlon Sec## Product Model :NumbercrName ProductDescrlptien Se P.roductMade],Number orName , Product Description Version (HUSC)evailablefor,ri delshavingwidi;h"ualtaor O O �L 1 Titan Stainless Steel Concrete & Masonry Screw (1TN-SS) 1`14" dlametarTitenshainlesssteel masonry screw. 1 A21 A23, A33, A34 A35. A44 Angles 1 BT, BTB, BTH Brick7ies" greaterthan3-9fl6 = L Qi 2 APA21; APA4, APA8, APVA21, APVA4 APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CiVISTCIB Coiled Straps 12 IUSseriewhangers Face -mount hangers available in widths ranging from 1-718" fo 3- 0 Q Q 3 AP844, AP844R, APV666, AP666R, AP88$, APBSSR, AP61010, APB1010R. APY644, Outdoor Accents Post Bases 3 C514, E516, CS18 CS220, CS22 Coiled Straps 518" and heights ranging from 9-1/4" to 16' � O _ FLf#9%9-R6 APV84411APVB66 APVB66R APV,888 APV68$R, APV81010, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU325-SDS, LGU3.93 SDS, LGU5.25-SDS Face -mount hangars (� } O 4_ IM 4 APOJT2-4 APDJT2R-4, APDJT2-6, APDJT2R 8T2-6 , APVDJT2-4, APVDJT2R4, APVDJ; outdoor Accents Deck JoistTies 5 CTS218 Comprovelon7Tension Strap 14 L024, LU26, LU28; LU210 Face -mount hangers CU � -0 O > Son ProductModeLNumbersrName ProductDescriptirtn APVDJ72R-6 6 DSP,'SSP;TSP Stud to Plato to 15 WC267,LUC2102 Facemounthangers ._ E O 1 SD10112088 Outdoor Accents Connector Screw 5 APH1145, APHH46R.. APHH610, APHH610R outdoor Accents Heavy Hanger 7 Hi; H10A, HZ5A, H3,'40, H7Z, HI 6, H16S, H16-2, HIS-2S Hurricane -Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16"to 4 (1) L L 2 SD9112 SD9212; SDI 0112. SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4 APT6, APVL4, APVL6. APVT4, APVT6. OutdoorAcoerKs L and T Beam-to-:olumn Ties 8 I GT 2„HGT-3, HGT-d Heavy GirderTledown 5/8" and heights ranging from 3' 010-15{1.6 (n Q 3 SD9112SS. SM12,5S Strong-DriVeSD CgmectorSS Screw 7 APLH24,.;APLH24R, APLH78, APLH2lSR, APLH210, APLH21OR Outdoor Agents Light Hanger 9 H524 HurricaneTie 17 MGU3:63-SDS, MGU5,25-SDS, MGU5.50-SDS, MGU1 62-SDS, MGLI700-SDS Face -mount hangers (Q 4� 4 SDCF-22434, SDCF2251Z SDCF'22614, SDCF22744 SDCP22858, SDCF221014s Ste n -Dna SDCP T berrCF crews o g,- a im S 8 BVLZ BnckVenearLed er Connector g O HSS2 SDS1-5, HSS2 2SDS3: HSS23-SDS3, HSS4 SDS3 Heavy Stud Shoe y 18 MI J. series hangers g „ Face mount naz ersavairal le in widths rangln from 1 9116 to ,- 9 rangingfrom SDCF=3341 SOC17271958, SDCF27235$, 9 CBT2Z CRT4Z' Concealod BaamTtes 11 HST2. HST3: HSTS, H8T6 StraigntStraps 118' and heights ranging from 615116"tn 1PAIZ", 5 SDCP22434, SDCP22512: SOCP22614', $DCP22700, $DCP22858,-SDCP22912, Strong•Drlve iDCP Tir116er-CP Screw 10 CJI CJT4Z, CJT5Z, CJT6Z Concealed JoistTles 12 HTS16, HT820, HTS24, HTS28, HTS311 HTS30C HeavyTwle-9trap 19 MUS26: MUS2.8 Face -mount clangers SDCP221100,SDCP2Z1134;SDCP271400 11 DJT14 Deck JaistTie 13 HTSQ16KT _,9TSQ20KTZ Heavy Twfst Strap 20 SUR_ SUL. SURG, SULC series hangers Skewed face -mount hangersavaIlableinwidths . rang ingfrorn7- 6 SDHR27400; SDHR27614,,9DHR31400 SDHR31614 Strong -Drive SDHRCombo-HeadScrew 12 IDS Dry Wall Stop 14 LFFA Light Floor Tie Anchor 9118" to 3-9116" and heights ranging from 3-1116" to 13314" 7 SOS25112 SOS25134, SDS22620q, 80525212, SDS25300, SDS26312 SDS25412, on-DrivaSDS Heav Dui Connector Screw- Str g y y 18 FC4. FCS Fro Clips; g 15 LSTA9,LSTA12, LSTA15, LSTA1$, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double -4X SDS25500,8019251100,.10825800. 14 FWANZ' FoundationWall:.Angles 16 LSf149',I I73 StralghtStraps 2Xand models: only acute flange is.concealed, a SDS25112SS,: SDS252005S, SDS25212SS, SDS25300SS sb825312SS Strong -Drive SDS Heavy -Duty Connector SE Screw 15 GAIL GA2 Gusset AngleIa 17 LT620 LTB40 Bridging. 21 U series hangers Face -mount hangers available in widths ranging from 1 9116"to 9 SDWF2716,SDWF2720iSDWF2724,S1DWF2726,SDWF2130 Strong-DnveSDWFFloordo-Floor Screw 16 H2A,H2aT,HIS, H10A•2_,HICS,H14,HGA10 HurricaneTies 18 LTSI2LTS16,LTSIS.LTS20 LightTwtlst'8trap Wand heights ranging from 2-518'to11-Vil" 17 HCJTZ Heavy, Concealed 19 MGT MediumGirderTiedown 1S HH4, HH6 Header Hangers 20 MST27; MST37 MST48, M6760, MSS Straight Straps fLA1k007»R8 19 K'BS1Z Knee -Brace Stabilizer 21 MSTA91 MSTA12• MSTA'f5, MSTA18, MSTA21, MSTA24;MSTA30, MSTA36, MSTA49 Straight Straps FL#10667>R6 20 LBO, 1-50, L70; L90 Angles 22 MSTC28. M5TC40, MST05Z MSTC66, MSTC78 Straight Straps sea * Product Mendel, Numbar or"Name ProductDesolptlon 21 LCE4 Post Cap 23 MSTC48eS, 1MS'TC6683 Pre -Bent Straps Sea f! Product Model, Number or Name Product DescrinQgn 1 ATRM, ATRlfZ ATR618. ATR3/4 Threaded Rods 22 LSW. L650, LS70, LS90 Skew+ableAngles- 24 MSTI2E, MSTI38 MST148, MSTISO, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging; from 1-91101'to 7- 2 ATUD5 ATUDI32 ATUD9,ATUD9-2, ATl1D9-3, A7UD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ AdjustabLa Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS240, MTS30, MT830C MediumTwiwLStrap 118"and heigMsranging from 7-1/8"to.391, 3 BP318 2, BP112; BP112 3, SP5/8 2, BP5183. BP3i4, BP314 3, BPRTU43 4 Bearing Plates: 24 LSSJ26LZ, L.5SJ26RZ: L5SJ28L2, LSSJ28RZ, LS5J210LZ; LSSJ210RZ Field Adjustable Jack Hanger 26 _ _ NGA10-12, NCA2:r12'12, NCA21c8 16, NCA2x1016; NrrA2ar121.6 Bridging 2 DG8- se a F lies hangers „ To Ia seavailable r dtns fro 3-58 to - p flange. hangers In M ranging m ! 7 CNW3I8, ONW112 CNWS+"8, GNW314, CNW518-1i2, GNW314-5/8 CQwplerNuts - LSSRI81„ LS 1 LSSR237,'LSSR256_ LSSR210 2 LSSR;410 Field Adjustable �ulopeableiSkev able Hanger 27 RGWB12 RCWB14 Wall BracirlH I/B" and heights rangTtgfrom 9-114"to'24", CTUD55, CTUW5 CTUD66, GTUD75, CTUD76, CTUOTT CTUDST CTUD86, C7rUD97. Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18 RPS22, RPS28 RepairPlate,Srap 3 DGF series hangers Top flange hangers available in 1Mdtha ranging from 1-1121 to 3- CTUWB, CTUD99 27 ML232; ML242, ML25Z, ML28Z, ML21 OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114" to 24", 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SlI SF14, SP6, SPS Stud Plata Tie 4 DGHF -series hangers Top flange hangers available in widths ranging from 1-3/4'to 3- 7 RTUD3,'RTUD36,RTUD4, RTUD4D, RTUgS RTUD5, RTUD7RTUD6 Ratcneting Taite-Up Device 29 MMHC Hmged'Roof Connector 31 SPH4,5PH6, SPHB Heavy Stud Plate Tie 516"and heights ranging from-9-if4"to 24". TUD9 TUC1q Take -Up Device 30 MMLU26, MMLU26.2, MMLU2$, MMLUae-2, MMLU210. MMLUI211, MMLU139 MMLU($11 Face -Mt Unt Hangers 32 SS1.5, S$2.5, SS3, SS4.5 S'hid Shoe 5 EG5, EG7, EGg series hangers Top flange hangers available m Widths ranging from AM" to 6- 19 TOW35 Take -Up Washer 31 RBC_•R$CP Roof Bou ride ry Clips 135 ST9"ST12,.ST113.S122,.5T292,ST212 13T2115 ST221$,ST5215;ST5224,ZT6,236 Straight Straps: 715"' and heights rang irig from II"to82-172".. 10 L)RS3 318" Uplift Rod Run Tiedown System 32 11 Roof Tie-DaYvn 34 T32D, T627, T830, 763S,TS42, T343.TB54, TBS6_ TBSO Tension Bridging 6 EGQ series hangers Top flange hangers available in Wdihs ranging from 3-518" to 7- 11 URS4 1/2" Uplift Rod Run Tiedow n System 33 RTC227, RTC42, RT027, RTC44 Rigid Tie Connectors 35 TWB10„TW612, TWB14 Wail Bracing 1/4" and heights ranging from 11-1M" to 3Z' 12 URS5 518" Uplift Rod Run Todown System 34 STC, STCT, DTC_ HTC4 Truss Clips 3B VGT VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS Series hangers Saddle hangers available in Widths ranging from 3-i te'to 6-718" 13 URS6 3/4" Uplift Rod Run Tledown System 35 TJCS7 T4057 Truss Jack Clips 37 WS405, Wi3106C, W51 , WB1260, WB143C Wall Bracing and heights ranging frcm,8-112" to 28". 36 Z2,Z4,Z4,4 PanelSffarrerclips 8 GLTV series,hangers Top flange'hangore avaiable, in Widthsranging from 3-1l4't0T_ IOle nd heights isnging from 11" to 32" FLA10441-Re FL#iMI_R5 8 HB series hangers Top flange' hangers available in wdthsTanging ffoi111-9116"to 7- F1#10447-R5 1/2" and Heights ranging from 8" to 39' Sea # 'Product Model; NumberlorNams Product Description sea x Prtrduat`MI NumberorName Fmiduct Descrtption 10 HGL'S series hangers Saddle hangers available in rridtns ranging from 5'-14' to 5-718" 1 07T2 Hold -dawn Sialit 1# Product Model, Number or Name ProductDescrtpton t OBH2.57xS,5, �,'BH2-37.7,S3 OBH2,374:75 Concealed hanger and heights ranging flAm 10-11T to 28"_ 2 HDC1014; HDC10122 Hold-down 1 AHEP Adjustable Htp-ElidConnector 2 DU PiHU, DHUTF serfes hangers Faoeamount(DU, DHU) and top -flange (DHUTF) hangers I HGLT series hangers Top flange hangers available in wdths.ranging from 3-114"'10.8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L,SDS3, DSC5R-SDS3, OSC5L-SDS3 Drag Strut Comhectois ovailahle1r; Widths ranging from 1-9/15"tti89/16" and heights 718" and heights ranging from 7-117'to 32' 4 HOUZHDU4 HOU5 HDU8,HOU'll HDLJ14 Hold-down 3: GBC Gable Brace -Connector ranging from 9.118"to23-1516". 12 HGLTVsexeshangers Top flange hangers available in widths ranging from 3-114"IL' 7- 5 HPA28; HI, Strap -style purlln anchor 4 HCP1 81, HCP2, HCP4 Hip Comer Plate 3 HGU3.63-S1DS, HG1 525SDS HGU5.50-SCS, HGU5.62-SDS HGU7.00-SDS, HGU7,25- Face -mount hangers. 118" and heights ranging from 14" to 33" 18 LSTHD$ LSTHD8RJ Strap-styleholcldowri 5 HHRC22,HHR042HHRC42-ZHHRC41181,HHRG44,HHRC5,2S/3.25,HHRC5,3713.12; Heavy HiptoRidge Connecters SDS,HGU940-SDS 1`5 HITseries hangers Top flange hangers availa(dleinWidths ranging from 2-5t16"te3- 7 MASA, MASAP Foundation anchor strap HHRO66 4 HGUSseries hangers Face-nlounthangers available in Wdtlls ranging from 1 a18'to 7- 9116" and heights ranging from 18" to 26" B MPAI32, MPA144 Strap -Style purlinandhor `6. HRCi 81, HIM Hip Ridge Garirlector 3/8" and heights ranging from 5-5116" to 12418" 14 HUSTFserles hangers Top flange joist hangers available in Widths ranging fr.'om.3-1-18" to 9 PA18, PA23, PA28, PA35, PA51, PASS Straid-style purlin anchor 7 LRU26, LRUFB, LRU210, LRU212 Rafter Hanger 5 HHGU525-SDS, HHGIJb.54-SDS; HHGU5362 SDS, HHGLI7 OOSDS, HHGU7,25-SDS, Face.mpunthangers 3-911Wand heights ranging from 5-5/8" to 133-1/8" 10 PA118, PA123, PA1213, PAI35 Strap -style purtin anchor 3 LSU2a, LSSU28, LSSU21O Light SlopeaplelSkewable U Hanger HHGU9,00 SDS 15 HUTF HUGTF series hangers Top flange hangers available in widths ranging from 1-911T to 5- 11 STHD10, STHD1 ORJ. Strap -style held-darwri 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHU826-2, HHUS28.2, HHUS210.2,:HHUS46, HHU£48, HHUS410, H HQ,95.50/10, Face -mount hangers lfT and heights rangingfrom 5 7116" to 1.5•'. Concealed flange 12 STHD14STHD14RJ Ma stY lehold-down P 10 TC'24TC26,TC28 Truss HHUSY-25PIO version (HU,CTF)availableforall models having width equal 'tour 11 THA29,THA213, THA21 g, THA218 Z, THA222.2, THAW 13, THA418,THAC418; THA422, AdJustableTruss Hanger 7 HSUR HSUL, HSURC HSULC sales fat yers Skews l Face mount hangars availably in v dths anging f el greater than2-9/16".3- F THAC422, THA426THA422-2, THA425-2 1/8" t05-118" and heights ranging from 4.314'to 15-3/4"_ 16 HWP series hangers Top flarige hangers available in widths ranging from 1-9116"to 7-12 THAIi ei122, THAf2.06122, THAl2.1122, THAI222, THAI322, THAI3522, THAt422 AdjustableTrussHanger Sized for Worsts Concealed flangeversion (HSURC, HSULC) availabletar a[i 118" and heights rangingfrom 5-318''to 2T 13 THAL422 T14AR422 Skewed Truss Hanger double2X and 4?C models, ti j1y acute f tinge sconcealed. 17 HWPHseries hangersi Topflangehangersavailabbs in yMdths ranging from 1-9116"tc7- o 14 THJA24 LTHJA26, LTHMA Multiple Truss 1Hangers S HTU2� HTU2% HTU210, HTU26 2 HTU2.S-Z HTUZ10.2 Face -mount hangers 1/2" and heights ranging from 5.318" to 37' N -0 15 THJM2 4 SDS3, THJNI2.5SDS3, THJU26; THJ 26,W Multiple Truss Hangers 9 H'U HUC series hangers Face-mounf hangers available in widths,ranging from 1-Wil?' fa 7- 18 ITS series hangers lop flange hangers available in Widths ranging from 1-9/18" to 3- 11-- � W 16 TSBR2-24 Truss Space Restraint 1/2 and heights ranging froth 2-7/8" to 19-114"_ Concealed flange 5/8' and heights ranging from'9-118" to 16' �iCD o 17 VPA2 VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (H UC) available for models having widfh equal to or 19 JB series hangers Top flange hangers available in wdth oft-9116" and heights C o 18 VTCR ValleyTruas Clip greaterthis n 2 9/16" ran gl g from 5.3/8" to 7.114" c c-� 10 HUCQ1 81/9-S50, 1 L11=1 81111-SDS- HUCO210 2SE)S, HUCQ210,3-SDS, HUCQ310- Fare -mount hangers 20 JBA series hangers Top flange hangers available in Width of 1-9116" and heights. �; m � SDS, HUC,Q410-SDS, 4UCQ41'2_SDS, HUCQ52519-SDS, f^ UCQ5251118Cr£, HUCQ610- ranging from9-3118' turfs 118" o SDS, HUCQ612-SD5 rn N N C-4 J N `,C 3 N = r 68 C > L C 3 cc � J d ` C 7 � � .Q T+ � E c, U G Simpson Strong Tie 2020 FBC Approved Products Updated 12/30W2C, � Simpson Strong -Tie 202Q FBC Approved Products updated 12/3M02(l � Simpson Strong -Tie 2020 FBC Approved Products Updated 12)3D/202w E= Simpson Strong -Tie 2O20 FBC Approved Products Updated 12/30r202a UA=sFror direct llnksto'al1SSTspof_.ev_alsllstedbao,&,,CLICKHERE FordUet:linksrestSST-approvalslisterdbeow,CLICKHER -Fordgectlnksto-all SST appr-ovalsllsebelov.,CLICKHER -For direct links taallS$Tapprovalslisted bolaA^,.CLICK HER ... For additional information regarding FloridasSatewrde ProductApenaval System and ami 7ade County _ -� Notce ofA ce Nance tNQA), yS.r t t ,r st For additional Infomaton regarding FlordasStatewide Product Approval Sstem and Aai Cade County ofRrs4p oee SN A), .. . Forad onal hfomairbn regarding Rodas$tata l aPrrduclApp ovalSYstem and M rD de cunt N fHacetaacc,t3A7sL.H For additional Information regarding NgFondas5tae ide Product Approval -sYsie und ami Ja e G-xtY Notice ofAcce ta ce (N?A ) �_..� 21 U3 serivahangers Tap flange hangers available In width of 1-0/16' and heights FL#11468-R5 18 SfLBV1 W, S/L,BV1 81. SiLBVa 06, VLEW, ,37, S)LBV2 56, SILBV2,6S, S/LBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorlorconcrete ranging from5-318" to 15-1/6' S/1-13V3.56, S1LBV9.6Z_ SILBV4.06; SILBV412, S/LBV4<28, S1LBV4.75_SLLSV5.50 6 Strcng43olt2 (5T112, ST624SS, ST62-65S) Strong-8olt2 Wedge Anchor for concrete available in carbon 22 1 series hangers Top flange hangers available Iri width of 1-9116" and heights Setl # Product Model: Number or Name Product Description 19 S/LT 120: S/DTT2Z, SlHTT14, HT74, HTT5 Holdowns steel and Types 304 and'316stainless steel ranging from 9-3116" to 13 1i$"' 1 HHUS2103, HHUS210A Joist Haugaf 20 SLMSTW, 9IMST72 Straps 1.18 mil (10 go) 7 Titan H,P CfHD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THII Titan HID Heavy Duty ScrewAnchorfor concrete and masonry '23 LEG3 LEGS, LEG7 series Hangers Top flange hangers available In 1Wths ranging tfom 3-114" to 6- 2 HR,561 HRS8; HR512 StrapTlas 21 SP4. SP6 Shed Plate Ties availalilewkh hex headin carbon steel and Types 304 and 316 718 and halghts ranging from g"to33-112" 3 HUGQ216-2-SDS, HUCO210-3-SDS, HUCQ310-SDS Joist Hanger` 22 SSP, D$P; TSP Stud Plata7ios stainiesssteel, or countersunk head in carbon steel and 24 MEG5, ME07 series hangers Top flange hangers available in Widths ranging from 5-114" to 6 4 THG82 THGB3,THGBH2,THGBH3, THGBH4 Joist Hanger '23 STC, DTC Truss Clip Type 316 stainless steel U) 713" and heights ranging from 9" to 32-112' 5 7HGQ2-SDS3, TH003-50SA5, THGQH2-SDS3; THGQH3SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler fTHD37634RC, THD50934RC) Then HD Threaded Rcd Coupler for concrete 25 MIT sanes hangers Top flange hangers available. invAdths ranging finim 1-9/16" to 5- 6 THGW21,3, THGW3-4, THOW4-5,THGW4A Joist Hanger 25. TJC37- Truss Jack Connector 9 Titers HD Threaded Rod Hanger(rHD132515$RH, THD637158RH, THD3721-2RH, Titan HO Threaded Rod Hanger for concrete L. 118 and heights ranging from 9-114" to 24" THD5fl234RH TH1D10212R M 26 PF, FES, PFDB, PFDSB series; hangers Tpp flange hangersavailable.io width of 1-9/1'6" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from3-3)8" to 7 10' FL#11473-R5 FL#18904-R5 (D 27 RR Ridge F01I tonnector 28 WP series hangers Top flange hangers svailable in widths ranging from 1-911 T to Y- See # ProductModeL Number or Name Product Descrrotinn Sea # Product Modek Number or Name Product Description FL#16230-R8 115" and heights ranging 9-114" to 32". 1' ❑EiAL-2Lr Double Embedded Truss Anchor 1 CCOW6,62-SDSHDG CCQM4,62-SDSHDG, CCQM550-SDSHDG, CCTQM3,62-SDSG, Masonry Pier Caps 2 FGTRFGTRHLFGTRHR GirderRol6friAnchor CCTOM4462-SDSG.CC7QM5.SC-SD$G,CCCQM362-SD5'u",CCCQM4,$2-SDSG. Sea# Product Model, Number or Name PmductDescdgtion 3 H16, H15S, H15-2 H16-2S HurndaneTie CCCQM5,50.5DSG 1 AT XF' AT XP Hign,Strength Acrylic Adhesive for concrete or masonry FL#108W-R5 4 HEfAl2, HETA16 HETA20, HETA24, HF-TA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT,ECCLQM5.50G-Ili• ECCLLQMD362G-KT. Masonry' Pier Caps 2 ET -HP Er -HP Epoxy, Adheswefbrmasonry 5 HETALI2 HETALI6 HET&_20 Embedded Truss Anchor ECCLLQMD4,62G-KT, ECCLLQMD5,50G-KT: ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesivefor masonry }n,� Sea # Product Model. Number or Name Product Descrildtian 6 HGAM10 HMg Masonry retrofii4connectors KT, ECCLRQMDS 50G-KT A Strong-Bolt2 (STB2) Strong-Boft2 Wedge Anchor for masonry 1 'B 44 , 44 ' .. 6. A 6.: A A44 At3A R ABA46, ABA46R, r4BA66, A13A6 RPo _ Adjustable e Base 7 HHETAI6, HHETA20 HHETA24, HHETA40".. Heavy -Embedded Truss Anchor, 3 HGUMS ZS; HGUM550,.HGUM7,00, HGUM7,25, HGUM9 Q0 L U 02 Heavy Masonry Hangers y H 5 i Titan 2 (17N2) HD 455 THD H6SS,THD-C E SS7 HP H Titen 2 Screw Anchor for Concrete Y Trten DH®a. Dut Screw Anohorforconcret6avallaben304 H ��♦♦ 2 ABU44, A8U44R, ABU48; ABU46R, ABU5.5. ABUS-8 ABU65, ABUss, ABU66R: ABU38, Adjustable Post Base 8 r i_GT2,1_GT3 SDS2 � LGT4-5DS3 GlyderTiedoVVri 4 .... _ - ., 2 U 6.3 t_rg 2 GU 28-' LGU 2 2 LCUM 6.2, LG M2 G M26.4, t11±N28- , L M. 3, L M 8 4, LGUM 1 Masonry B Hangers Ma my .ram g r Titan .. (T S Y Y 1 W ASUS$R, ASU1010, ABU101DR, ABU1212 ABU1212R 9 LTA2 Lateral Truss Anchor LGUM2.10-3, LGUM210-A, 1-GUM46, 1;GiJM48, LGUM41C or 316.stairnless: steel with hex. head, and 310 stainless steel With -3 ABW44Z„ABW44RZ, ABW46Z, ABW46RZ ABW66Z, ABW66R7, A8W7-7 Adjustable Post Base 10 MIETA12, META16 METAISS META20, MIFTA24, META40: Embedded Truss Anchor 5 M81-A3.1219.25, MBHA3.12/1125, MBHA3_5W 25 MBHA3:561925, MBHA3.56I1125, MBHA3,56/16, MBHA3.5611.8; M13HA5.50d7.25, MasonryTop Flange Beam Hangers courtfersunk head. Turbo Screw Anchor for z 4 AC4, AC41R, ACE4, ACB, A06R, ACE@ Post Cap. 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.58/11-8$ MBHA3,56114, 7 Titan Turbo (TNT) Titers concrete or masonry 5 BC4, BC46 BC4R, BC6 8C6R, BCS, BCSZ 2/4, BCS2-3/e Post Cap 12 MTSM76, MTSM20, HTSM16, HTSM20 7Wist Strap for. Masonry MHRA5 5Q�S,25 MBHA5 50111 25;, MBHA5_5Q/11,88, M8HA5,50114, MBHA5 50t16, CB-48'4,01346 G94C666,CBBS EmbeddeclColumn Base MBHA550118 7 CBSQ44-SDS2,CBSQ46S0S2,'CBSQ66-SDS2,CBSQ86-SDS2,CBSQ88•SDS2 Embedded Column Base 6 MBHU356/9.25,M131-105611125,MBHU35911188 M13HU3.56114,MSHU3:56/16, Masonry Beam Hangers FL#16837-R3 3 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-114" to 9-117 and W2 ranging from 3 518' to 7=1C2" FL01'1496-115 MBHU356i18, MBHU55019,25 MBHU550111.25, MBHU5.50/11.88; MBHU5:50114, r MBHU5.50/j6, MBHU ,50118 S Sect # PMB10 Producttion CO 0 9 CGQ-SDS25, ECCQ-SDS2S S'erles . ,, Screwed column caps wriih W1 ranging from 3.1/4 fo 9.1/2 and Se ProductMadel. Numbernr Name: Product Description 1' 6-5K_XIS1 6,X1D10r16-4 XQIS 016 XQ1 10 6- K X34 1 A Xi K, 1 B 1 4 # pd - SeU-Drillln Tapping Screws with#3 S rc g [ 9, pp 9 W2rangrigfrom3.518 to7.1/2" 1 DTTIZ DookTahsicllTie Drill Point' > 1D CPT44Z CPT66Z CPTS$Z Concealed Post Tie Base 2 HD12 H019 Bolted Hotdrravns FL#1'3975-R6 2 XLGt114T12241XLQ114B1224 2K - 912 24 Strong Drive XL Lrarge Head Metal Salt Drilling Tapping ^ L•i 11 EP844A, EPS44, EPB46, EPB66 Embedded Post Base 3: 4 HD36 1-05B, HD78, HM HTT4, HTT5; HTTS-3/4 Bolted Hok"lowns TonsionTiss Sea # Product Model Numberor Name Product Description 3 XMQ114S1224, XMQ1148i224-2K Screws with #5 Chill Pointand Large Diameter Hex Washer Head 412-24$trong-DriveXM Medium -Head Metal Self -Drilling, O Q 12 13 EPS4Z LCB44, LGB66 Embedded Post Base Embedded Column Base 5 LTf19, t_TT208I I31 , LT Light Tension Ties 1 5PW22300, SOW22338, SDW22438, 9 DW224581 SOW22500, SDW22600, SDW22638, Strang-Drivo $QW EWP PLY and TRUSS -PLY Screws Tapping Screws With #5 Drill Point and Medium Plameter Hex 14 LPC4Z, LPCOZ Light Post Cap SDM8S4 4 =L 14S1224, XQ114B1224-2,5K, XI14S1224, XQ112Sfi224 X011261224-2K #12.24 Strong -Drive X Metal Self -Drilling; Tapping Screws with fE Dtill point }� U 1S MPB44Z,MPBS6Z MPSBSZ Moment Post Base 2 SDW615450;SDWG15B50 Strong-DrivaSDWC TRUSS Screw 16 P844, PB44R, PB461 P666, P956R Embedded Post Base FL#13628-R5 3 SDWH193000B SDWH19400DB, SDWH19600D6 SDWHI9800DB, SDWH1@1000DB Strong-DnvsSDWH TIMBER-HEXScrew 5 XU34S101S, XU34131016-5K VIO-16Strong-DriveXU Metal Self -Drilling, Tapping Screwtsyvth 17 PBS44A, PBS46, PB.966 Embedded Post Base 4 80WH27400G, SDWH27600G, SDW-1278DOG, SDWH271pDDG, SDVVH2712DOG Strang -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 1s Paw PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SDWSI63l)O, SDW816312, SDWS16400 Strong -Drive SOWS FRAMING Screw � O '19 P.C44-16,PC46-15,PC48-1-8PC64-13,PC66-.18,:EPC4415-LFC48-'18r;8-fib .EPC4, Postcap 1 SE51&24-•.,.SB7111t24•SH1k30. S$Anchor 11 6 SbWS19800,SDWS19712,St)WS224DO,SDVt(S2250QSDWS22512 SDW,922600. Strong-DriVeSDWSTIMBER Screw (interiorGrade) EP064 16 EPC66-16 2 SSTB16, SSTB20 SST624 SST82$, SST834,'SSTB36 8STB16L, 5SiB20L,.$STB24L, SSTB'Anchcr Bois S7W, 522800, SDWS229 D, SOWS221044, S,DWS2211.04 Srr 5221200,.SD NS221500 RW320-RO S 2D PC4Z PC4RZ, PC6Z, PCBRZ, P08Z, PCSRZ. EPC4Z, EPC4RZ, EPC6Z, EPCBRZ.-EPC8Z, Post Cap SST52Z•L 7 SDW$2.2300DB; SDW822400DB_ SDWS22500D8_ SDWS2260009, SWS2280008, Strong-DriveSDWS TIMBER Screw (Ekteribr Ci rade) FPCSRZ SDWS221000DB Sea# ProductMadei- NurdbervrName PmcluctDescdEp= 21 PPB44-4Z PPB44-6Z Post Base 8 SDW_1 12D8B, SDWS2251'2DBB Outdoor Accents Structural Wood Screw 1 DSSCB48.5, DSSC846; DSSC848, DSHS Bypass Framing Drift Strut Connector /11 22 RPBZ RetrofitPdst'Bass FL#13872-R4 9 SDWS27300SS S➢WS27400SS, SDWS27500SS SDWS27600SS:SDWS27800SS, Strong-DnVa.SDWSTIMBER SSScrew 2 FCB43.5, FCB45,5, FCB47.5, FCB4R5, FCB411 5 Bypass Framing Faed•GlipConnector SDW&271000SS SDWS2712COSS 3 FPHS➢3461016, FPHSD34131016, FPHSD34B1016- K% FPHSD34512,14 4104Band'#12.14 Strong -Drive FPHSD Framing to-CFS Self- V J Sao # ProdudtMotlel, NumbersrName Product,Deec'rlblian 10 SOWV134CO Strong-DriveSDWVSOLETO-RIM Screw FPH8D34B1214, FPHSLY34B12I4.5K Drilling, Tapping Screws FL#10856-Ri3 1 CMrS712; CM5T14 CMSTc15, CS14: CS16, GS18, CS20, ,$22 Coiled Straps 11 STN22 Outdoor Accents Hex,Haad Washer 4 LSFC2.25, LSFC425, LSFC&O, SFC225, $F04,29 SFC625 Steel From !no Connector U W 2 HRS6. HRS8, HRS12, FHA6, -FHA9, FHAl2, FHArla_ FHA24-FHA30, MSTI-26, MSTI38, Straps:91 m4l(12. go) 5 LSSC4-25, LSSC6.25, SSC2.25, SSC425, SSC6.25_ MSSC2,25, MSSG425, MSSC6,25; Steel Stud Connectors 8- # Product Model. Alum bar or Name Product Description MSTI481 MSTI60 MSTI72, ENST27, SIMST37, S1MST48 6 MSSC4.25KW. MSSC6.25KW RCKW5 5, RCKW3S, Rigid Knee Wall Connector 1 FRF FSA Fie Aouher 3 HT516, HI HTS,2$ HTSS OC HeavyTW"Iiraps FL 8363-R3 RCKW$, RCKW7,5, RCKW55S 2 3 FRFP Retion Flat RetrofrtFoundatlon Plate 4 A- , LST1 T R, M r LSTA30, LSTA36, LSTI49; LSTI73, MSTAg, ivrS1'Al2, MSTAi�, MSTA18, MSTA29, MST.42' 4 Straps+}3 mr[ (°1.$ go) 7 SCB4a.5 SCB45.5 SGB47 5 SCI;*5 SC 5 MSC5A i 5 MSCB47.•5 a Bypass Framing Slide -Clip Connector YA g p 3 _ _ f+ _ _ GH46 6 GH46 8, G H48-6, uH48 8. GH410-6, GH410 8, .GH66 6,GH66 8, sH68 6, GH68 Girder Hangar 5 LS LST 15 L 18 LS A2 . LSTA24 ST29 . ST2122. ST2115. ST2215 TA9, Al2, LSTA sTA 7 1- 2 Straps W mil 20 a ps ( g 7 Se �� Product Model, Number or Name Product Description 8 SCS32-5197, SCS62-5i97, SCS62-5/118, SCS82-511IB Bypass Framing Connector 8; GH61 Q3, GH810.8 6 I SUSH325; SUBH3.25, MSUSH3,25 Bridging, Connector 1 AS 18, AS 1855• AS 1 SS6 18 ga, Truss Plates 9 SOW, 25, SCW5_5 Head -of -Waif Slide.Ciip Connector 4 GL65A,GLB58,GLB5C GL65D GLB7AGLB7B,GLB7C aLB7D GlularnBearing Pla� 7 LTP5 Lateral Tie Plate 2 AS20HS 20 a.Ftl hStren Strength g g g 10 S:ICB, 25, SJC10.25, i0SJC8,25, MSJC10.25 Steel Joist Connectors 5 01_137512, 081.7612 GLBT5I6, GBLT616, 0LBT520, GBLT620 Glulam Bearing Play 8 LTS12,-LTS16; LT'S18 i-TS20 Light TWiot9traps 3 AS-20 20 go Truss Plate 11 SS33:518 Bypass Framing Slide-ClIp Strut Conrector E HGLBA, HGLBB_ HGLBC,•HGLBD HeavyGlMaim Bearing Plate 9 MSTA30 WrA30, ST6215, ST6224; ST9, ST12, ST16 ST22, MSTG28, MSTC44:, MST C52 S5 i 6 a traps 4 m i (1 g) 4 ASH P Hillge Plate Connector 12 XLSH3461414, XLSH78B1414 #14 i4 Strong' -Drive XL,5H:Shouldered Set- Drillfng, Tapping 7 HGT,2, HGT-3, HGT-4 Heavy GirderTiedown 10 MSTC66,, MSTC78 51`6236 Straps 68 mil (14 ga) Screws LU 8. LPPIO-9088 Universal Foundation Plata 11 MTS12, MT51 E MTS18. MTS20. MT530, MTS24C; MT530C Medium Twi5tStraps 13 X01S101 B, XQi B1016-4K, XQ9S1214 XQ1 B1214-3.5K, XQ7851224, X(i 7881224-31<, 410-18.412-14.. and 912 24.Strong-DriveX Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/61 56, 5161,81, &B2.06, S115237, SIB2.56, SiB2,58, S163,12; SiWZ13, 6I133,62,6764.06, Top Flange Joist Hangers, 171.415730-114 X011481224, XQ114B1224-2.5K; XQ112S1224, XQ112B1224-2K, X34BI016-5K, X1S-1016.X1B1016-4K,X1S1214,X1B1214-9,5K Tapping Screws Q S1fl4.1' S/B4,28,51B4�,S185,50 �" Z 13 CBAZi218,S1BA2.12/10,!3/BA2,12112S/RA2.12114,S/BA4.18/8,SeA4-18/% Top Flan_goJoist HargorS Sag# Pxodu`glitL l NumberorName Product cripticn J S/BA418/92, S/BA418/14 1 ET -HP Adhesive Anchor for concrete z 14 SIH1A HuriicaneTre 2 GAC GDP, GDPM-60, GDPM 75, GDPM-IDO, GDPS, GW-50 GW 75, GW-100, GTH Gas acu ated fasteners and assemblies Q 15 S/HDSS,-S/HD8B, S/HD1OS, St HD10B, SIHDI5S, SYHD158 Holdowns, 3 PDPA, PDPA-K, PDPA-MG PDPAT, PDPAT=K, PINW, F`INWP, PINWP W, POPAWL, Powder actuated fasteners_ threaded studs, and assemblies J 16 S/H DU4, S/HDU6, S/HDU9, S1HDLl11 HoldoWns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA PTRHA3„ PTRHA4 17 S1JCT, S/HJ4T Joist Hanger„- 4 SET=3G Adhesive AmoMorfor concrete SHEET NO. May 27,2022 PA 1.2 ,r _#t„4.' 0 FTF.i _:�'2 r t ,: f� 1 -:• .._ .....a3L,..�:&:. (D r- mwmnwwb� — Cn C13 -0 > U m MIAMI'= MZ0ff-DALWt0UNW PGT1nfts2Aesjnc_ PGT.1n4wftiesj=. 0 0 L CL 0 FFN,�., PG1 bAmoxie-I4 tw. a) a) 0 N0110E,,0F AICCAEPT-AN)CE: EN71DF_-NCESV9AWT= NOTICEDY ACCIFY40TC-E.. EVZMEWBUITTED DE-FAATMEWDYEEGnATORirAJt'DECONOMO�gt$DPRCE&OMR) X*z�, Flm*, V 1715 -1474 -us TINOTICT-01FAC PT. NCI.�IENMENCESUTRAERJM CIL V 'AL D. QU MASS IRANCE a) 0 — C/) -t--- - _0_rICE O]F ACCfE AtNICIE (N-0-4) 1� F-46acembodttedimb previo -INGA U A. DILELAWLNGS, L M=dUctim�es4,ic.draWirigs�ndwtiew- 13. TELSTS("UOndod), -5, Tmt-fepca on I)Ak bfikddim TWt, per",C, TAS 2V,94 L Akmi DadeDEVxtmMI afRegdhA6ry and Economic = =3 Co CU U) W -0 0 0 0 Ner&Tenke�.YL34175 - (Submitteff RVdff _va-1 No. 11.0107 04� Uuifb=�Slafic Air­Pmsiar -TA*, pef-TBC_ TAS 2G2-94 Y_ M ATERIAL CERMCA FION S = LL. 3).,Water R��ta= Test, per F-Bf- TAS 202-94- L Notic, e ofArctVt=c;e, -No. ia%zd to Visim Rdimon Limited for thm = .0 0 tbrw,_dL2'1 of 1L,ptepared.1 yn=ur�dwer_ -0454 5, rc- M-� ida A aakd .4ated 1 'I. 4) Ve AlkWe Impad T est p!r-]FB C TAS'201-94 ­VvhhP R*&PvCYMwior Extrunons1flarwindows and DGGWI- dated 0,8113111. U) 0 > -0 E 0 D4,65117, wped and wal�ed by -A- LyMUDer, RIE A, 4MM 1,02dMalpff 203-9-4 ind Pr 5),Cyjr 1W T e:Vimg on� 09/30?,197 (D D Y, bewe4in Kami�a&:Cz_ =ry and o6erwvatwliart aAawedb dieAj&mitV i�]Fdwed Emy Test M FBC, TAS 202-94 27 - Notice of AravanceNa- 16-4920.08 ismed toVisim FixftudouLmifted f@rtheir "AM (n 'R Co C)- r- M _+� owl- t -onW Secion yR"ac C With madmd-Updiawigs land &"Ut im gm of i yl Wdiw_ glass dour, pirpared 10W Tan 2M and lightm Shades (Non-Whitp) RWPVC Exterbi- Extrusiew-9 for C/) this 1. Tefa repon va 1 0mr. tafic-At A - Wat S wmeje F 1A, 4202-94 , -5 A06?15� koned and by Fe0eshation T%i* Lab, Inc-, TbA ftod No,-YTL 8549- date,411 Wwdows and Door� 12W6� e�� -oubdW21. pmduct tw=mial Mh1spDanalar, =*nA_faktopeffa=k theatcepted - L -tTe5l, -MC. TAS-'201,4* 2) &ge ffrisik bWx Per SCZWbV�j"kniSLOnr, Pjj..(T(STjqK.djeVjWd on 12/04115 and 02w,-16), gj 3- Notice of Acrrpta= No- 15 sswd to Visi= Ext� Unnited flia -04293A i ItieIr -Brown manno � dw- mw vahamm r wM in m tht e sp w-se i j f ch anA th e Al Um ay--im madiwely rev oke, Zia, dif Y, o-1 3) ilydw: Wind hv�mm Loading Pear FUC M 210344 6- Tm 7rq)w on 1) Air URWon Test, per FBC, TAS 2202-94 Coared (Painted or Lambnfed)'White Pied PVC Y-itnior YA-trttdons for zwlpeM &e, we of-sucli, prodwtar matexWi. within thev- dict pzw , akeR wfMma ft-d-11P dminp and insWbtion diogmtu Of *4 P34 rAiding,911M dQQr prepuled NVkdows and Doafj 7�_ dated 0843115� an,0930119- , ' ' it "lormuter gavep _iii'lril deteoninO- byl�`-Da�e, 6��O�xv;dnc`i ial "ilsto Plod= meet &e aFp1iqabh_- buMigg co&- M dited and byF=r*afi= Te§� Lab- Inc.- Test 1ZrTW Wq_1 $717. l2V[15=si 3 Resie=c Test, Per FBQ. TAS20-94- water 'E ffewst -4. Notk-enfAceMtaumNo,.1"71t#2-iw46dtaEN XG- mfivii Sobliong USA� Tbkpr , PWWVL 42kniS ate P (TeSt M APA - E qed M 024546 and 0124MI A - 4)1-arge Afmfle Imp2d Tea per-FBC, TAS MI-94 hit. fbrthmr-TA_X 3M md Ligliter Shades 0ion-NVIiite) Rigid PVC Yxt&tiDr 1E%ww*va% for"%daws dated 09115116- I Test re .UK M TeS;[,� -04, Infiln,4- TBC� I S 202 pw an Per S) Cyck Wind RMW IA;k&ug M FBCJAS 203-" and aqfiring on 02MM- DESCRTMOM Ser1es,4&47W177rViav-J %Ong Gbs%Dom Umftm Staw Air Piesswe U� per TBQ TAS 102494 'Iskd' 4wE,Prqawd &SS �­ N1aftcrof,Aczppt=e No,� I"71ZOA, isjoe 3) water Resistmce Tkst, per FBC, TAS 202-554 by FwMW664 TMing Uk Inc-, Test Kqmil W IFTL $551 dated-11%15, s*wd md Im- f4w Mcir-Bivuz* "d Lighter Shadti of Cap Coated Rigid VVCY_x1*rbr I flifough2l of 21,ptepmedby-mmift�_ dawdl0/QY15md lastwvwd mO2/0112L, Agned and sealed t!y 4)LgWMns&1mpadTest� FBCTAS201-94 Per -fie .: Ortega, P F (reSt r V Jdaknis qWft MVIsed On 02A KOM) Extrudans for W� indows *-Md Dowt on MIMI- dated 09115116_ 70 1 1, exp=9 A A-LymMkIer, L Wind 2 -94 Pressum La0d;mgprrFRC, DAS 03 Cyr n . OF"ceo Entry Test, per Fac_ TAS 202-k 7� Testnporton l)Unff'o=L_SfttjC"Presq=-TeA� -BC, T 2-94 - MF A& V. FB, C, TAS 20 1 - 4 -2) La* Miswe lh4md Test, per '9'�' 6- Notice of AcceptanceWo, I", 712,83i5wed WAFeaest- OmSdlutioiwUSA� 1 to ENE, G U Itc for tteff -whit, Rigid, Pvc txtedor Windowsaad Doon7 dated AQcVb=zmznbeY and expunabondate by the Mam-Da4e C4z�Pv0wCozWSectwrL TWWX IWACT XAIT�G: LoW and Smull MW& hVa e t R+4%mr 4"9 wi&-�kT dzawinW=,d imo.-&tim Akgrant aMs*1 shdivg,gbs_,- dooL pMwred - 3) Cyclic'Wind Pwm�e Loadingpff FBC- TAS 10344 DRAW 7, 0q),rhv on, UIP-WI 9, z bv Fienmhation TztM Lab- Inc., Test Rq)W No- IRM 9 W_ deed 1 LW 5 s#p� and -u 71np and histWhtim di villy along wthmaiked p dr&w W, of I Adiog glass dom, PrPared T Test xepoes No(s) 1Q4W2-792(A)_ 10-O&M0527- 535753-09-,M _ASTME-,94_ I- Sfttibfie I (*eeQ) -and tab* 2 (Erhmt.A) fbTapVNc&bkSQD msksaoi� design pmvmw, smedby1dalMisOrt mg P��,_ vnfise& M,01/0440 and 0.11 _(TW nport , Flew-.412tim Ted* Lab, Inc- Test R "Nam- "'(%We�A-ItfiruA­22�dand ASTWO VX29 and _A.STI&D-635, iuned byEXOVA tovisim Exttusion for rellulosie Eggss v Wsee vablesB-1 & 74) in I I ffira 16 3, Tea rqw on, -1) Air Infiltrahon, Test- Ou FBC, TAS 202-94 niater-CA 2- RiBid . WhiveMT. Tam(Nan-white),Rto PVC azdBiomcaawd (Tkiuledor laminated) wt-oie Rigid?VC'to be 2) Uidom StalicAir Pmw= TbA. per FBC, TAS-202-94, 61,079-0 (&jbndoed nnder ArOA 2V,& _11-01071 041 -1"916.11 z 3) W-AtcrXe�ig=ce Ting, pei-YBQ� TAS 20244 9 TestfqmAvu I�AirhfOmtion.Ttst,pi�rFBC-T,4,S202-,94 8- Notice of AceTtauce 14o- Wwd to Kurarav Amcmica_ 1w. for their E .Per, fevarem" -a3,vPP1k&1R-, ,BW - 4) IX,9e 1%4& IMP=t rea 1* FBC_ TAS 201-94 �) UnM= SttkAir Test, per FBC� M,202-JU PWWMe i* on 07,104/18. '-9mtzTGW8 (Clear and Whiw 11UterLkT*r7,1 W. - 4. PGck*twaJhun&r to be revievvadbyllnildfiV official. 5) C ycht Wd Pimere LoadingPer F3C, TAS 203-904 3) Water Resislawe Trs� MFBC, T_AS2d2-P4 "beu gVemwajmt&1,,e1with thewamdkvhW&s[t wrloM i stawand- slid cdyl 6) Forced Ej& _v Test, perFBC, TAS 202-94 4) Laqp IvF%mk Impad Test per FBC, TAS 201-94 Trwvffb12;TThradk,:xjr. Chw�=d-ColerMllnterb".r� CqMM9 along with nwWd-up drawinp and oftayl shd4 $W& doot� 5) Cyclic Vrmd Pmw= lAvadingpu FBC T-AL3203-94 w RtNEWAL.of I IV4115m t� Lat, inc jett Row No�ftt4mvijted il -skgoodaud F6r� EntryTe-a- PerFBCL TAS Xl__" T. STATEN]ENTS ch=-Ae i'a ffie, codezevwely af&C'wg the Pedbunswe DfIdliopwaaa se&d bvld*ais-Oittga� P,'E- (Iest Tt�portl�e� dn,102AM6) a1ougmthmadWd-Wdmw and instalUtion diagmm ofvmyl shdaw gLm dow pmyan�d InSE L (2014)andFBC-PE"n TMOAPUTION o T this NOA will m= sh--t the i,--xqimfm do te -or 9 *toe hws been- s reviska lo r chsiWiii 1he 4, Tnt npcwt = I)AkInfiftmion Tm. per YBC- TAS -202-94 kv FwmUMion Tes-fing LA Inc- Test, Rpport No YTL, 6337 tmmples A& 1 dua A-5) dated (20,17). mutd. by mmufacturer, dated 0944A 1., s�ped &- se*d by Ly1m MMm P1_ *6 pmdlm iorprqoes�,Mmw 6f thm-, NOAwim eoomomontof *�Pw&m 2) UnifoM Static Air Piev= jk* FBC--T-A*$,'-' 'Per 'I) 12M6,110" -gigntd aitdseiW b�y k P, F_ (Tubmiwd undirtIMOAX& 1f- 2, Statem of w ' finmeW., intere-stdat, iD4,11&1'7,i%irdbymam�fkftuff-sigoed cut UIW a WAW Resfst=w, Test. MFBC, TAS -20-94 & le Vnn Ma, %� 1 Ma' d by L stctimiofthisNOA "be msefbtr*miaafi=wtdremuvgofNCL�, impad FBC- )G1_04 AS, Vge Mgdk _f4 Pff T 4)1. I 1jeftff of lab coff pfiance, W of the atove tmt irpWs. Cm�-naxix* Cyc�k Wind Prem= Lbadhgpa FBCTAS 203-% 'C. -CAt CU_ "_,n0TN1S 4. REK -leg ftopcoz] No, 17-�D397, dated 05/0517. Wied by ldmq Clmda, RE- Opff"andatk Maybe ��_VvdiA UNRYpo&on of A =At 6) Fomed Eauy Test, per FBC- TO 202-94 1 A-Achor vmfficatim cakWatkw and swx hxW =a1y=,, czM4*'*Ah FBC-2014, along wAIL mmked-up dra wmp 2n4 ind2llation dugma ufvkvl sfiding ghas dom pn*W PrqwdbyPGTdaW12A9/1 &twd C_. oimx byFftesuaTion Test� Lat, Inc Test Report Ne. FIL 9$Uz dated l2tW15,_ sWwd and AntonyI_ Uikw, RE, ($vb#t#Mff andfrX .4, a. 15 0 7v -121&01�- I- Natke afAcceptance -No- 15-U110.01. i&med to PGTI:ndustiies� fbr- th6r:5"Im ,_A" smkz v1duham W08 -a, R I W14 2. Glazing rwqffes, with ASTME-1300�09_ ­557ba770'Vh0_SUd1n,- GlassDoor (Refidorrred)-LMI�, e:Kpuing =0+11,1421- IUNOArm ks ud cvasis%,of&ivpaej_ -k enewkNOA _-,W04 aE4evidahze pages F-1, E,1, FA_ E-4, 41, ei�k E-5 E-6 u well appro wt dwamm menhoned ab�we, I*Iql Onudaw RE. 1M1wq I ch"Aft, P11 C`4 Tro&ci CantrAT.uni Sqperr;'�az Prodatte'autrol rIL11 suptrtilor Coatro) Uza SkXP#Mi;0T >< wokNui NO-* XQ, _11AWA$ N-0A 74. - fot.os Na), 2". cc A '"T. 14 Appeav'Al 16"0. NUTC1 15, 1011 gril Exp"d"Datvt A .1624 Dom- Xturck 16, -114, 2016' Aajw�, �vm Daw. lklafth M1,021 CU IE -:3 E PGT 1fiA%tr*L bK. EGI Nmdaws and 1yoor's, hw. PGT hmhBwirs, lim. NOTICEOT ACtTPTA�-NCE,.-Y-N'IDY-NC.ESUBAgTTY.D N0110EOFACCEfTANCE: EVWTM.S1TMrfM NOUC previons 3. Nm Evikum SOmkW 'tandpt fth k I A- P&k'"TqqS 0-891 =-ift/ Tkr.4-!-0F. ASUA F 1247905TI-�.P. m, ASTM:W9951 A, n&AW-]NGS L 2190 1�G_Dumh*-Nb:Fog-Pas& (.Vnftrft&J Undw_vre4*fts'.7v0_4 No. 15tWk S) 1. Draw* No. JAID -5,570 t 0 Rvw litkd'-Vhql Sfidia:g Glass DoorNO A PAy iwcu I 1 th=gh'-) I Qf`2j,.PrtPafM bY=MUftdUft dated loffiS115 and la4fe'ViSed CML through 21.of 21,pwpmed by mameachmrr. datrd IM511 5 �md Int-teviwd o�02,mlf_l 1, 04PUP-G. qp�� and sealed by A - Ly= Miller, RE- 6. Quaff" Part. DU cotVlyi� with ASTM CS1 ff Tbe-nol ConductmVY 2.22 BTU-iw S�Ped IM4 scaled by A- LyunMfller, RE. hr:-ftq--T_ &STM t 1249 AIVIR-Pam, ASTM D 1434 AIM Pm=we-Pass�, _A$TM E flat B, TESTS, 2199- Iii- DU M_Uht�_No� Fo& AgW ]EL Dew, PcEnt, Developuldit -2011F in. 48 1. Test nTwts =A) Akluffitratiow1est- per FBC, TAS 2W-94 nud& X0_4 2Va IS-0,10.951. I Unffbm StaticAwPiesmm Test. 1=4mgperTBC. T-AS 202-94 7 Vmm F_xtmicgs� Ltd- Pzft ctmWbwg wft PVCAAMA 303 13, VobxAarv_-$ped6rawn B TESTS 3) WaterResistance Test, m-fBC.,TA&202-94, 4) 1,uge Mi&sik Impact Teo per F13C, TAS'2011-04 AAMA Feneshation E&enor-Prof Be Coftfioatm Piograta- �Ukmkwd under NVA -XV Is- C C-ALCULATrONS 5) Cyclic Wind Psessme Load4pa, FBC_ TAS 2193-94 Ind Alongwithpaiwd-q cU=*p and PGT Uga*iM InC. Vk�=Extr�_ Ltd.Pa[ft_-CoUWbW' WftL�FVC­AAXk_5Q34,1 UTMentaliVe =Jis Bsted. below -and test ed, to qm* D owsg 7 01 aid Dow-W, " 918 3 sOkoom wider,'VOAffiL IS41619.05) MT Q prepa-ed by Fa=Uafloa Te��g Labacatq7. Inc- � Test Reparts No YT1,7897, PGT PW5520 PVCFiW Wkdo%v (utd 6 in pmposal), dated 091'03114 PVC--4ANIA 103-13- Vohiazy Spedf kation U r RigW Pa�yvmiyl ChWdde (PVC) Egedor Pmfiles for Vww DW=nn& Ltdi-VEX-1 by &AMA FwoUam Eximor aofile _k1JWASWRVNCE, 1. �Dade Deponwed of Regalatory =d Economic Resourees (REX), FIL-20-2107.1, PGT SGD7 go L Ah=imj* S W j ng tILvs D oor (b nit 7 k WDp asaq I 1L -2 0 - PWV=. 2107 2 - POT CA740 - in Fn­20- Altim n ; , z I Pum- C��eom Window (Mit 9 ' pwpm'� p -=ion ��ahitiou, V% bc fir- 10- Notice of Acceptance, No. W12 17 4 14 kwed to Eaq "Fetes t, 9-AXERLAL CIERTMIC-MMS 3-P PLCYTP*W7620A Alumimm Fbwd Wmduw (unit gin psopomt) =d M-20-2107.4, their --f an 3W & light shade (noit-vMe)'W1dte Rigid PVC Exterior Exon"s for L Ndfim. ofAccepiante No- 19-0.10-5.02 far. fortheir > PGT'PW7,620A Ah=im=F�#A Window (unit 10 idpMosj�) dated 071130M� �&-s*rd Wkdm Fand Doors", CV=9 on DZiML Ullwa&ar Ckar, ;wd Color P" Gb ss biterkyer�-_ e*itmg on 0 7 68 24 0 =dSe*d1bYLj Aa��RM'DjtegX 2�E F IL Noti a , ktiom, US -ce of'Acuptan" No- W0112-02 iE;Owd to� Emp e00straiD '8�0 4 fw- NZ otice of Accq*awe Nlo. 17 -080&0Z issued, Tac. Da tfiw xtmdalas for mim -1note Rigid PVIC ratemr t Whidows and Doors" eLpiri-agm 11-seuttTGU4 (Clear and Uliti) Glass 1wtfqUvej-�"_ on 0,7104123 bwag > 0_ 0_ C, UALCUI�81TONS 02428,123- 3, NDtzw ofArcqftanee No, M106.1-0 hsaedioVisicm E=LsioM lin� Tiartheir-Brown 0 < L Andwr vmfkaboa talcWzdons and ritruc�l analpz, coaV:Vmg visth TBC 11 Notice of AccVtance No- 2 "243.03 ism" to, Eitq�pi F emation SOUUM USA, bc f or ted or L 1XIdu Rio PAT Ysterior Falrumus 1brV Wows Cbated_J�Fala affinated) E&I -an daltd 0222nP, pq=ed by mantoctzer, aW by 'p94 and their 'Srawe lightshadt r cap tv&Wd White XW�A-C,. 1Ext@A6r,Ex&askm 110" and Doot Ab&oja�yl_, PY1 'Windom and DooW_ oo 04n 6?'-) 5- 4 afjL,��c�e No-W11-0411 issued to Visim Extrusions lfhifte4 fbr their wrics ' =3 I With ASTMUS"-U,49� -12 and -16. "_VE 1000 02 and lionr shades �ffon-'%UPJ) Rtid C' ellidar PVC E-Umor _0 D, OUALUY A, &SURAX�i Ct T. STATEXEINTS Exwu*m for-Windawsaud Doors'�rxpihhg an U,29M. 0 Miand-Dade Department of-ftobtary -and Eemomic, Reso=es (M� 1. Statement letter'of conformance to tBC 74� P-di6.wa (2,020), dated, 04022P20, igmied by 0- =nfim1werT sgwd and sealed by Anthcay-Lytin Miller- P�E F. 8-LATUMUNNTS E. MATERIA.L CERTMC-AL nOTNS T &atraent leftff of no ftmewl idtfeg and of Wependent, issuedby nmufactuver &trA I- StatenwM le",er of coffam=ce to YBC 70A 'Edition, �2020), dated 021MA21, iswed �y (1) 1. Noticeof Ac-ceptance Nm 10-03,05-02 Lwwd lo]Kum-kv Anwrica, Inc. f(w ftwir 04,qg,10,siV",=dwaWbyAnthonyLym,Millu RE, ntamifAdtM, *acd andAn)od -by.Uthody Lyid MiDer, F-E, C/) 'Trwffolk V tft%ckar� Uear, and Col"'PNB Clafs Interkyerf', rxpi6ag an 3. Nvate- Labeling -Agreemea docinumt betWeeal ki dated 011OV15 and s4ucd by A 2- Privlte�'Lft*_ Agreaneot dated 010972i bAWeeft''PGT Mustries- Inc. =4 MI inmhied Parfie& WindewS =d Door. Inc- sigaed ty Dean 14 Rumk, PX, VYL. Engkwering, on b&ff of 1 tt of. -080&02 =W to Kura my Amakaj Inc. forth r Nqtx kc-ce No. 17 , Ptaner 4'S4AftyG,h1* Wbitg) G4M (CWr And Q OTBERS X Nloh-w of AmMtanm No- 18-1106-10 ism" to Vision ExtwsOm Limited for dwit `BmwnCoatedjP;dnte_dorL I IL G. 61WR_%, te4l Wdle, Rkfid PVC lExterier Extrusions 21/21.1- q�in 04f & i*ne�wtNO.4#20-0429,Q,-:zt?LA-wCGL,eVidiLg64.',14t26.- tar U, lmdawsan, d Doorg-t, eqming m t05V24,, 2_ REK Trd proposAls,41941-55 date& 61 1110aQ110proved 1, dP4 L Chatl4kyz evw1bg PUL CGI f5k #21-0205,01- apiring, 04/14W 4: Nlotice of AcceptancrNa, 19-110611. ismud loVision E—xtmsims Limftv& fiwtheir 04114M_ UJ _q!rim "IT IM Tan 242 andli&er shadtvs (Nmi--White) Rigid C&Aar PVC Ir Extttiar Exwmsions f"NVbdaws md.Dom', mTff ing on 121 t_)9,Q I < (D C�bo ;'E. h1tAqL C4Aa&,:PJ;, P�sjdnd CmOmd ITak Supervim Podurt courkw U4 swmi$dr pimdudycloaft4l V-20 $UP*T�iwx NOA N43, U-(F146.63 NOA No, U-4106.0 < NiDA ND. 1142 05N.13 '_E0i"flenU_ate- ApAIL4,1026 Y,:*irA43�zDikv*: ApM14�Z026 F'TwofienDntc., Agff�4147*"'Dx fe.: Win SHEET NO.. May 27, 2022 1 PA 1-. 77- 77T, 77 N i Cn CU N +r U MIAMI-DAVE 1 DADE Cale/ mm N Q O O PRODUCT -CONTROL SECTION DEPARTMENT of REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, /bout 209 Cast.-Crete,USA, LLC Cast -Crete USA. LLC Cast -Crete USA. LLC CU CL � CU � BOARD �V" CODE AD�1$TRA'T'ION DIVISION Nf ni, Florida 33175-2474 T (786) 315-2590 F (7W 315-2 99 NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • — U Cn CU -Co NOTICE OF ACCEPTANCE (NOA) www miamidade.i ov/etonamy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTE 3 UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cll 0 U � O � � � • L Cl) Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS DRAWINGS � � � � 'S Seatti Florida 33584 tel Details sheet 10 I: Drawing No. FD46i2„ titled Precast Prestressed e s ., t f I, '�y IZ tie �j ec s a d Prest e,sse,,yLt:ntell�etails sheet 1 a " 1. Drawing No. FD41ri , ��` d .irt t �i r 4' , •� ,'] ry g^, J. Drawing N�%, l"D�1JJC dr ���11�iCt "Precast and Prestressed Lintel Details , sheet I of � CU �� �1 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 Drcrwin No. g 1, dieted 03124/03 anddDrawingNo. LT4612, titled -„Cast -Crete 4"i 6`"sir 12" � 4Co O C>3 > O SCOPE, "Can -Crete 4", 6"& 12"Lintel We LoadTables" sheets through 3 of 3, prepared g P � � LT4612, tilled "Cast --Crete 4 ", 6"" 12 "Lintel Safe Load Tables"; .sheets 1 f f ", f Lintel Sae Load Tables" sheets I through 3 o 3; last revision dated 06112114, all •� � � O O t_ This NOA is being issued under the applicable rules and regulations governing file use of construction materials. h 24 2 3 last revision #1 dated April 28 2003 both Craig Parana. P_E., dated Marc �' , p . - through 3 of 3, by Craig Parrino, P. E, dared March 24, 200.3, last re ared, signed and sealed CraigParrino, P.E., ort 013/191I4. P P � � _Cn Q N O ca The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control drawings signed and seeded by Craig Parrino, AEE ,prepared _ • . 1 Parrino, P.E on revision dated March 11, 2008, all signed and sealed by Craig Psi o, � CU � � � � Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (�)„ 1. Test report on flexural testing an 4 "", fr " 12 "� Precast Crtrzcrete Lintels Pilled and 1. None. This NOA shall not be valid after the expiration date stated. below. The Miami -Dade County Product Control Unfilled Models, fatal of (1.3} concrete lintel specimens, perARTME-529 94, prepared Unfillede ecime l R. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Bade County) reserve the right to have by Research Laboratories, Report in s A, dated 04f10f03, sighed and 1. Norte. 1. Calculations for Cast -Crete Lintels, dated 0811912014, through 14.23t this. product or material tested for quality assurance purposes. If this product or material fails to perform in the P sealed b Christi her A. Hamon, P.E. Y p C. CALCULATIONS , bpages Parrino, seasealed prepared by Craig Parrino, P.E and sealed by Craig Parrino, P., accepted manner, the manufacturer will incur the expense of such testing and the AILJ' ,may immediately revoke., Nane: ,signed modify, or suspend the use of such product or material within their jurisdiction. RER reserves. the right to revoke . C. CALCULATIONS 1 ° D. QUALITY ASSURANCE this acceptance, if it is determined b Miami -Dade Coup Product Control ection that this due or material ptance, y atti CountyS is pro t al L Cralculations or• Cash -Crete Lintels dated 05/2910 207 es prepared b Craig I g ^ p P y g D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino.. P. E„ signed and sealed by Craig Parrino, P.E. 1. Bjj 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 05129103; 140 pages, prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino, P.E.. E. MATERIAL CERTIFICATIONS 1. Zone of the Florida Building Code. E. MATERIAL CERTIFICATIONS None. ICN: (Cash -Crete) 4"� '12" High Strength Precast and Prestressed Concrete Linteh D. MATERIAL CERTIFICATION: L NoneIESC F. OTHER APPROVAL D+�►CLl1VIENT, Drawing i�lo, FTi4612, tailed Precast and Prestressed Lintel sheet i of 1, tDetails", 1, li stem Manual car Cast Crete Machine Made Precast Lintels revised on May 1, �' �' ,f F. OTHER 1. Letter from Cos! -Crete USA, Inc.„ dated 0811912014, signed and sealed by Craig re amd b Craig Parrino P.E. dated March 24 2003 and Drawing No. LT4612 titled "Cast -Crete 4" 6#1 & 12" P P y !; � � i; � 2#02. 1. Letter tiro Cast -Crete Cor oratio dated February 03. 2012, signed and sealed �' P � Parrino P.E., certifyingeom liance with the Florida Building Cade, 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 i vsteni Manual for Prestressed Products elated 2002. pliance with the Florida Building Code, 2010 by Craig Parrino; P. E , certifying cam revision dated June 12, 2014, all signed and sealed by Craig Perrino, P.E., on January 22, 2019, all bearing the Edition. fir. 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,-03 0.09 A. DRAWINGS date by the Miami -Dade County product Control Section, A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None, FISSILE IMPACT RATING: Lame and Small Missile Impact Resistant 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details`; sheen I of 1, A. DRAWINGS LABELIlYG: 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 1Vo_ LT4612, titled 1 _ None. B. 'PESTS . County logo. "Cast -Crete 4", 6" & 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 Craig Parrino; P.E., dated Match 24, 2003. Iasi revision dated March 11, 2008. R. TESTS C. CALCULATIONS LU changein the applicable building code negatively affecting the performance of product. Pp lti 8 Y 8 p P R. TESTS 1. None` 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the p• g 1. None C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement cif any C. CALCULATIONS 1. None. D. UALFTY ASSURANCE Q product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. i. Norte; M QUALITY ASSURANCE 1E, MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the wards Miami -Dade County, Florida, and followed b D. QUALITY ASSURANCE 1. By Miami -Dade Courtly Department ofRegulatory land Economic Resources (REV. 1 None. the expiration date may be displayed in advertising literature_ If any portion of the NOA isdisplayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER F7, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Cade, 2017 Edition, issued by Cast- shall be available for inspection at the job site at the request of the Building Official. 1, None Crete USA, Inc,; dated 08108117, signed & sealed by Craig Parrino, AE. = This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1 E-2, E-3, E-4 and 1 Go E-5 as well as approval.- document mentioned above, The submitted documentation was reviewed by l elmy A. Makar, P.E., M.S. elniy A. Makar, P.E., H.S. el►ny A. Dakar, P.E. M.S.S. " elmy .Mahar, P.E, ri1 cal 9 0 P uct Control Section Supervisor Piaduct Control Section Supervisor Pe Product Control Section Supervisor U o _ NOA No. 20-0630.15 t�titiUt;t t_r % .�. Expiration Date; 09/11/2023 NOA No. 20-0630.15 .Expiration. Date: 09/11/2023- NOA No. 20-0630.15 Expiration Bate. 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 CD = o C-) � a � a Approval Date: 08/20/2020 Approval Date: 08/20/2020 E_.1 Approvat Date; 09/20/2020 Approval Date: 08/20/2020 H Cc " a Pagel E-2, E-3 v 0 0 N t N C 3 cc 7 U 67 C R � Q O N 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, Name. 1. Norte. B, TESTS B. TESTS 1. None: 1. None. C. CALCULATIONS C. CALCULATIONS 1, None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By ,hunt Dade County Department of Regulatory and Economic Resources (RER), 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1, None: 1. None, F. OTHER F. (lTI3EIt 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- Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, RE, Crete USA, Inc., dated 08108117. signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER. PREVIOUS APPROVAL # 19-0130.14 Compliance Letter with the Florida Building Code 2020 Edition, issued b Cast- 2° F g _ y A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 L Drawing No. FD4612, tilled 'Precast and Prestressed Lintel Details", sheet 1 of > 0- 1, prepared by Craig Parrino, P. E dated March 24, 2003 and Drawing No. Q LT46I2, 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 -a- 0 revision dated June 12, 2014, all ;signed and sealed by Craig Parrino; P, E., on U .January 22, 2019. � =3 B. TESTS 0 O 1. None. C. CALCULATIONS I. None, D. QUALITY ASSURANCE C10 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). U m E. MATERIAL CERTIFICATIONS � Q 1. Nome. MMO F. OTHER 1. Article pf Conversionfor a name change. O i' w � "&,?tteiuiy A. Makar, P.E., M.S. Helmy A. Mahar, P.E., M S. Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 20-0630.15 NOA Net. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Bate; 09/1 V2023 Q Approval Date: 08/20/2020 Approval Date 08/20/2020 E-4 E-5 d SHEET NO. May 27, 2022 PA 1.4 Ili M, � _-�,....�3i z�l ILI ECO tim Z�s , TILLIT TESTING S, ENGINEERING COMPANY PROIDUC LOIAL 2 2J_T_E$T_REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads 1%01)UCTINALU-k!LQN-RErDHL-NQ-Z"-V" ' 3 ,,AN __3P . �1 �T 0, MATERIAL CHAMCTERISTIC,3 , P ; Shall be strictly in accordance with General Notes arid Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P,E.D.), drawing - _WATTFR A. TILLff, JR, Pl� �tc rzj.ca F� ,, L� ' ""r PL C.� L�­ K.. D006719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc,, Reports # 96-509 dated 08/001996, #96-570 dated 09118/199.6, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, PRODUCT EVALUATION REPORT #96-T30 dated OW2011996, all three signed and sealed by Hector M. Medina, P.E., Fenostration Testirg Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10106111908 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF UM REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1, Shall be strictly in compliance with General Notes No, 1, 8 thru 14, indicated DATE: July 28,2020 Tensile test report No. 9CM-1 97 by QC Metallurgical. Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # I thrut 4 and I I thru 16, indicated on sheet 21 of26 of Product Evaluation Document i(P.E,D,), drawing No. 20-176 FROUUCTCATEGORY: Shutters signed and sealed by Frank Grate, RE. prepared by Tilteco, Inc. and signed and sealed by WalterA. Tillit, Jr., P.E. PRODUCT $UB-CATEGORY: Storm Panels 21_81�_UCTURAL ENG]INEERING CALCUL&UOM 7.2. Product may be installed within HIGH VELOCITY, HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Pariall for maximum panel length vs. design defined on section 162G.2 ofthe Florida Building Code. PRODUCT NAME: 29 GAGE GALVANIZED STEEL STORM PANEL Wind load, as welt as maximum anchor spacing vs, design wind load and panel MANUFACTURER: G[Qbal Protection length based on rational and comparative analysis, and In accordance with 7.3. Product shall only beinstalled Into poured colricrate,soncrete, block, and Products LL section 161 6 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame structures. 4800 S.W. 61 Street dated 11103)(015 and 03112JI5, signed and sealed by Walter A. Tillit, Jr., P.E. Davie, Florida33314 I. PURPOSE OF EVALUATI "; 3. MIS;SILF. IMPACT MISTANCE. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. 71111t, Jr., P.E. ('9yetern Large missile Impact undersection 1026 of the Florida Building Code, as par TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 611320-3, Method 10 ofthe Florida Department of Business and 4. W1 D LOADS RESISTANCE: kI0101111fl)""o I" A. T14Z,, 41�1� I �S%, ....... Professional Regulation. 20 Gage Galvanized Steel' Storm Panel has been verified to sustain wind " ,V ­� ,A;". .'.. " �,Elq '- I�P' \� se ..... % This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length sball bees indicated onsheets 8,10,14, 15, �,g-�� � , - __ - . 1. 10 . . , - . - I % = been verified for compliance in accordance with the 2020 Seventh Edition of the 16,19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 26-176. Maximum Anchor Spacing shall be as indicaled on sheets 8, 9, 10, I 1, ,44167 ,�-_--G--_-_-=3-=5- ,*� �, --,­ =_-*­�* , I Florida Building Code, and tolvelify that the product Is for the purpose Intended of least equiva lent to that required by the Code, 14,15,17,18, 19,20 25 and 26 6f26, of'Product Evaluation Document (P.E.D.), .,',A-OZa�,�,,� STATE OF �11115 _ I .1 ,g __ , , - - F, drawing No. 20-176. ,/ I 'b"* ?,�-. 4OA1W`.,.-_11V_$ , . ,, .'-s 5�,, This Prod uct Evaluation Report shall be subject to review and revision in case of I _ INSTALLATION: , , sl,,-�. ,,,;, 0/0�'�­` % � "Noillsoll 010 . a Building Code change that may affed its limitations and conditions I Installation shall be performed strictly in accordance With details indicated on WILL 2. EVIDENCE SUBMITTED; sheets 3thru 7, 10 thru 20, 23, 24and.25ot26, of Product Evaluation Document D�tTILTECOAbMON RIECOROS�P. E. REPORT.20 kGL0BA1,fIR0TWT`10N PRODUcTS, LLCI20GAOF Z1. PRODUCT EVALUATIO1111DOCLIMEN J_(P.E.Djo (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as C,ALVANIZEU,5TEE�5TORMPANELkDRM926--f76�RE?OkT#2D-07�b�01 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14,16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. . sheets 1 thru 26 of 26 prepared byTilteco, InG,; signed and sealed by Walter A. Tillit, Jr., P. E.; dated 07128/2020. This drawing Is an integral part o S ,%%kitkilifillif", "ttlWON 01" Evaluation Report. % A it , "O, ��R - rION,, ...... 12�14110, J0 ,%%',' Pl- T/40,,,"�,,, 0", -� - - , -- ,/ ��,.' - " * , , " -1-1 !�, -1 I .."mN "... - ,�� . ,/ W1. - __ T,w S,- �_ l'iL s V"'. 4::j� ..',�C,ENSe'--, . S .---,, ": . 1. S � ___� -,S�T; I -, ,,� '�- ' _-� �i �� N a 44167 --: I I - .11/_ � *' , - _4?,�� � - - _' " --T �-!:!��� 1 67 - i --,-:- --,7,-- _ " . I I* = 7, � " * . = I , � .* .*z I / = I— I -U'� -_ : iF � ATE OF iF S , S1 J'1% 2 / ��/� I S �Q� %, - ��, .O.". It, .. 11�-, r4, , 1. top, I - ... --,,, �� .. , - I _', � -,� -0; - R It, . �E, - %, 0�,%, � 0 R � 13 - " Q* ��' �,o r�, -.. - 0 TS'� � ...... �� �'O,, ... 1� � , ' �� 6155 NX 36th Street Su#e 305, A414mi, florii4a 33166 - Prh,,i,: (305) 871-1510 -'?Q,-,/60 , .8/0 ,,� NA�- kilk" 0,11100411111111,10 'OHI I How I I I GENERAL .1 8 3) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE MUD Foa 20 20"K atEmEn STEEL UMM am= EMSTING WALL ANCHORS SHALL BE LONG ENOUGH ITT REACH THE MAIN STRUCTURE BENNO SUCH PANELS, I STORM PANEL SHOWN ON THIS4 PRODUCT EVALUATKIN DOCUMENT (RED) HAS BEEN VERIFIED F09 COitPLIANCE W ANCHORAGE SRAU_ BE AS MENTIONED IN 0.1) AND IN 6.2). ACCORDANCE WITH THE 20QO (7th EIRRON) OF THE FUDRfOA BUILDING CODE (C) 11 DESIGN WIND LOADS SHALL RE CIETERMINM AS PER SECTION I 620 OF THE ABOVE MENTiONED COCIE, - 1/4-IT TASCON ANCNQRS� AS MOvNUFACTURED BY LIN BULLOCK. INC FOR A ~ SPEED AS REQUIREET By THE 44JFAWCTION W14ERE THESE S" - #14-10 AMELMATE FEMAUE To AND PANELMATE PLUS ANCHORS� AS MANUFACTURED Uf ELCO CONSTRUCTION PRODUCTS Wl T - I /4-. LAG SCOEWS PER 4 D.5, -I1SAN1TE"NNV(1r-0) FOR A DIRECDONAUTY FACTOR M-0,8S, USING ASCE 7-16 AND SHALL DINKLIN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14. I % 18. 19 4 20. - 7/T6'6 y 51W WOOD RUSHING. AS 06MOUIED BY ALL PONT SCREW, SOLT & SPECIALTY CO. IN ORDER To VERIFY THE AaM CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-T6 C 1) MINIMUM THREADED PEAE770TON INTO WOOD Of TAPCON ANCHORS SHALL WE 1 1/2' AND 2- FOR ELCO PANOLMATE KOS SHALL BE FIRST REDUCED 30 AS& DESIGN MUD LOADS BY MULTIPLYING THEM BY %G IN ORDER TO AND PANELMAUt FEMALE ID. COMPARE THESE W/ VAX (AS.0) OELTIGN PRESSURE RATINGS INDIrATLO ON SHEETS 7 1HRU 1�7, tA, 15, 16. 19 h 20, C�2) WNWUM THREADED PENETRATION Or LAG SCREW, INTO THE WOOD FRAME UNIT $Kkk RE 1 1/2-, NO IT41READED IN ORDER 10 VERIFY THAT. ANCHORS ON TRIS P ED AS TESTED WERE Mr OVER STRESSED, A 339 ACREASE IN ALLOWABLY PENETRATION INTO STUCCO SHALL BE CONSIDERED 06 PART Of TAt REQUIRED MiACADED PENETRATION, STRESS FOR "NO LOAM WAS tM USED lN THEP ANALYSIS, FASTENERS SPACING TO WOOD HAS SM DETERMINED IN ACCORDANCE WITH ft_D,S� 2016 ") MINIMUM EDGE DISTANCE Or LAG SCREWS. INTO WOOD SHALL BE AS INDICATE0 IN 7"S DRAWING STORM PANEL'S AIDEGLOM FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WMN SECTION 1620 OF THE ADM MENTIONED OWE AS PER HURRICANE ENGINEERING & TESTING WC� REPORTS 06-50. 96-570 & 96-T30 AND CA MINIMUM PENETRATION OF WOW SUSIBM SHALL BE 54W T/A. V-20 SCRYWS USES SHALL BE I '12- LONG MINIMUM FENESTRATION TYPING LAS INC. REPORTS 12032 & #2126 . AS PRCROCOLS TA-201, TAS-202 AND TAS-203 SHOULD MCGO EXIST, AND 1* MINIMUM FOR WALLS WITH NO STUCCO - AS WELL AS AMERICAN TEST LAS Of SOUTH l`LORkDA REPORT 002 , 9,07-09, AS PER TAS 201. TAS 20T AND VAS 203 STANDARDS, C, 5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANIOLS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL, AN04ORS SHALA. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE M940 SUCH PANELS, 2 ALL ALUMINUM EXTRUSIONS TO BE 00,0-76 ALLOY AMD TEMPER. (UNLESS OTHERWISE NOTED), SEE SHEET 2 ANCHORAGE STOLL BE AS MENTIONED IN C. 1), C1) Ar C 4) � ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL 14AVE 3105-HI4 ALLOY� (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF 114E RECOMNICNOATTONS AND SPSCITrATIONS OF THE ANCHOR'S MANUFACTURER 4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL CUALITY STEEL ASTIM -653 GRACE 50 M"MUM. G­ 60 GALVANIZED SIM DESIGNATION W/FY- Se.5 to, (AFTER ROLLED) 8, PANELS WAY ALSO RE INSTALLED 140MONTALLf FOLLOWING INSTALLATION DETAPUS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 THROUGH 6) EXCEPT `IHAT HEADERS 2 & (1) SHALL TIM BE USED 5- ALL SCREWS TO BE STAINLESS STEEL 304 OR 3iD AIM 50175 OR CORROSION RESISTANT COATED CARBON SIM AS PER QN 50018 W( 50 kM YIELD STRENGTH AND 90 kii TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE 91 IT SHALE BE THE REsPONSiSTULY OF THE CONTRACTOR 10 YYRTFY THE S*uNON= OF THE STRUCTURE WHERE SHUTTER IS TD K SECTION 24 I _3.1.4. ATTACHED TO INSVRF PROPER ANCHORAGE_ THIS SHVTRER SHALL ONLY BE ATTACHED 10 CONCRETE, BLOCK OR WOW FRAME BUILOWGs- 8 BOLTS TO BE ASTM A-3011 GALVANIZED SrEEI_ OR AISI 504 SERIES STAINLESS SITE WITH 36 4i MINIMUM "ELD STRENGTH. 10. EACH REGULAR STORM PANEL WrIll LENGTHS OVER W-0 THROUGH tY--**, AS PER SECTIONS 0, B. 9 & 10 AND ALTERNATIVES 8W. I ANCHORS to WALT. SHALL K -AS FOLLOWS� SW & TO* ON SHEETS IL� * At 12 RESPECMELT'. SHALL HAVE A LEGME AND ASAMY VISIBLE MANKIND INSTRUCTING OWNER OR TENANT To SECURE PANELS WITH APPLX-SLE REINFORCEMENT OuRTHO PERIODS Of -AJNNiCANE WAPNING (A) ,Mp I I THE NSTAUATLON CONTRACTOR IS TO SM/CAULK AU SHUTTER COMPONEW EDGE$ WHICH REMAIN IN CONTINUOUS W41AM MTN _ /A� . TARCON AN� CHONS AS �LANUFACTURED By I TW SIALIDEX. INC. (Mil, V-3192 R.4) THE BUILDING TO PREVENT WND/WN NTNLSTGN, �/4' 10 X I/V' thlf-LR ANCHORS. AS MANUFACTURED BY DCWALT INC. (MIN, I'v-500 T-T-) : /,�. * Zlle 50MI-Str ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW, BOLT A, SPMk`n` cc, 12 STORM PANEL INVrALLARION SKMI COMPLY WMA SPECS INDICATED * ROS OMY40C PLUS PAY 0010t; AND ZONNG REGULATIONS tMin. F1'.3000 Fx' 4 P140`401ED By THE �VRSMCTION WHERE PERM" IS APPUED TO - 1 4-1 a PAHELMATE FDA44 10 & PANELMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSTRUCTION PROMM, 1�1. (a) THIS PRODUCT EVALUATION COGW�.AEW (P-E,D,) PREPARED BY THIS ENGINCER 15 009RIC AND DOES NOT PROVIDE INFORMATION (MIN, f'..33,w P�.j) , FOR A SITE -SPECIFIC PROOECT, io. WHERE THE SITE CONDITIONS DEVIATE FACIAL THE PEI). - l/,., OF TAP-W ANCHORS� AS MANUFACTURED BY TRU-W CORPORATION (V-1400 p.so.) (b) CONM40OR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT Ar 1) TAMMUM UW-DMM OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE I 314,� 2' FOR PANELWTE FYVAZ SA5EV ON THIS PEA PROVIDED HE/SHE 000 NO DEVIATE FROM THE COMMONS DETAILED ON THIS DOCUVW 0 AND PANEIMIT PLUS AND 1 #J4" FOR CIF TAP -CAP ANCHORS. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSLOATTY ") CALK -IN & SOUD-SYT ANCHORS SHALL BE EMBEDDED 7/9- INTO THE POURED CONCRETE NO EMSEDMENII INTO (I,) THIS PRODUCT EVAIJAMON DOCUMENT MILL BE CONSIDERED INVAUD IF MWr STUCCO SHALL BE PERMITTED 1/4' 0-20 SCREWS USED SHALL BE I 1/2' LONG MINIMUM SHOULD STUCCO EXIST. RD I* YMNUU FOR WALLS WITH NO STUCCO� ANO MAY BE HEADED SCTIENTS OR AEL THREAGED BOONS W/C ItW. (d) SITE SPOGM MaJJECTS SHAIJ BE PREPARED BY A FLORIUk REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE NOT WT`H WING NUTS. ENGINEER Or RECORD (EAIFL) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROM USE 0, IRE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE 4.3) IN CASE THAT PRECAST STONY PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE RED ENMEER, SHALL SUM17 TO THIS LATTER THE STTE SPECIFIC DRAWINGS FOR REVIEW. EXISTING WALL OR FLOM ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN A-1) AND IN AM. (0) THIS P.U. SHALL BEAR THE DATE AND ORIGINAL SIM AND SIGNATURE OF THE PROFESSIDMAL ENGINEER OF RECORD THAT PREPARED IT, (a) ,!R,E9I1 gobcam D,DQ!L�- . �4' TAFOG" ANCHORS AS UARLIFACTURED BY I y W SUILD", PIC4 14, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VT4561,1E LOCATIC AT STORM I PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9,3 OF FT,0RLUA BUILDING CODE. N _ I/ - . - 7/w CAUK-W ANCHORS, AS MANUFACTURED BY DEWALT INC CMN. I't-15DO p­i�) SHALL BE PLACED FOR 'My OPENIML LABELING TO COWPLT VWlH SECDON 110D.2200"F"I'LIBEL - 114* - X I/V SDU(Y-SET ANCHORS, AS GISTRIBUTED BY ALL POW SCREW, BOLT a SPECALTY CO. FLORIDA 3MOIND CODE, - ,(,MN, V-10M P..Q +-To PAWELKATE FEMME 10 AND MARINATE PLUS ANCHORS, AS MANUFACTURED BY UGO, CONSTW7.TON Y BE USED TO I ' FLORM � P "'ol"HOIJU ,TATE I Pau M (AHN, r-2071 P&.1) - 1/4* O'Cr T*-GMP ANCMITS� AS MANUFACTURED BY TRU-FAST COMPAT" Vo - A . � 7, .. � I'll, I .. kN�,:, . . . . 1&§�, ,;;I',- .. FLORIDA 01,1101" CODE Votocify "u no Zone) , . 0.1) MINIMUM EMECINAtUT OF TAPCON ANCHORS, YEW PANEUMATES AND OF TAP-CRIP ANCHOR. IWO THE CW/ . , LLINgh vllo .--- - �w _., BLOCH U"rT SHALL BE I 114., �,. f %,o - k OMD RLTOM WC TIP + 2G "" GALVANIZED STEEL STORM PANEL DRAWN V A-F ., NO. 4 167 - 0.21 CALK IN & 54UO-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK LAW N . — , I _�UCXM oxm. INTO SHALL RE PERMITTED, f/4' #-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM __� �- GLOBAL PROTECTION PRODUCTS, U.C. "'��','," "': , �� /T1 EXIST . AN* I' LANNAUM FOR WALLS WITH NO %rUCCO. - C L 15EE C 0 AKa ­� 5. =m 1�,-&,- ;Z­ ,-� .,., - - - W,- `L 3MI, 20-176 . � Y� _____ "' " "I" MW 04`)0-1.46� IA. C-ON-61., _P.`l___ X�=. -P. . _____ - � - X____ ok-00,00718 -.f ;N�. I - I . . r A� " , ­Z�,_ V, I � - I - I , - �_ .W , Or . . ;ie � , __ I I INS-TALLADON DETAILS FQ8 REGULAR PAN & JA - - ____ INIQ EXISIM POURED CONCRETE OR CONCRM BLOCK S-TRUCTURES mcNETE mooz Met 5chmu ON CONCRETE .NCHM TWNKNN 9) CONCRETE ANC�NOTS Ma SCREOKS ON - SHOOS III THPOLKIN 0) \,­—I-S. I-D -11 , CONCRETE ANGH0cF "', ", " \_1 \1 �. � 1�b ,.--r--.Z_.L_)J,� III 11 , I " (SEE soexu QN '1� r-4 SHEETS a llm" s) i I (�) ; - - 9=&�..'� \\, - T O'I'. � r-E= I .S A- I IRE-, _t-4 == , CC 'LL " ­111 ,% � " 14 �_�� 1 I -,�� i . i -1i, w.- ,,-,-A.-- I I ,C "�% _�_ /z I -1 e I 1, L*�_ Lk _1N,W , IA, , __J 1/4' .11 - , M�, , N, " " sl , ,�,�PM ,/r ,/4' C--- I -�F, rvi:::_,7!� I . � - . L. . . -9 r'00.W,AI4_W_ � - . , '-- M. , —1 � I i I I S� .1 Pf ! i _-,� - _____________J — I ; '. EVOL111o; E "i] � i � ; I S I T : ; _:,�� �'.. 11��, , . I , 0- - � EIG. �� I " . - 11 S 2 e _-3) 1 3 i ll� EXISTING I -ow" _11� I - rol- I I � ,��,,'S,��14_ i �_ � , 14 K i � CONCRETE REOVIRfft , � I __Jllj­­W� I' 1'_1d_,__ - � - � I - - =-" L 411K I �, "I - 1��4L I � 11 9 I&MY : ,�., EV`NY sw � EIVITY MO 6 9 ... i 8 - —.. I A - I 1 12 'Ir at i 12 Im Ot -1 au 11 -0 [.., I I I -, "" lTZW`W` '(D I i mIN Uff i % Ma - I ,(�) I I 04-44 , , aZs, ­J_ I !� I =W11 I I !-- — - I To QUOS. � F--. Hill ATP001, 10 I I PAR, I ___""�__ '$ I - -i - I— I V_=,_1 ­.­_ ­ 'r r _ ____ _ � I =r­1_­I_ I i I a o—wWo-J, I -0 iI 9 ; - 11 ��,:__ n_-­1,-­_- I I- ,-,- ��-_-__t, ---. -:- , , - I I I - : i I I i I --(!) 2 1 1 � I I W", 1 i I It I 11 'IT-- ­ 1 : i .1 I �, � I f I , �,­�;�r��,�;�.�,' ,,- �, - � , `­' � I d I I I 1 I-,-- ­­ 111111­ . t I i0willw. . I 1% � I I i 14 � "IMle, Ii ! , � � �-, 1 .. �� � I ,2 I/r = I � � _ _Iul= � � FL-D- I i g, - - , 3 I I a t I T, 1 , - �� I LL I'll, c­I i , EXISTING POURED, � CONCRETE OR - I � I I + - - AIM, 1 i I �a Itr a,a ;, - AL I E4 I . F KMMNG POUFO D � M RDjlp � ED � al, R; .. =. I �, � CONCRETE vw"" I I - - I VAIN STUO 0 . ; CONCRETE OR — ____ _j — CONCRETE BUDGA -1 ___ - ­-­ ; - I I "' /r M� r� . _L I . _ -1- - - 17 ,, ',�,�,4��, _2 1, L ".,,\ " '� _3� CONCRETE BLOM REWRED. REQUIRED, i . i �z T, - * * : � I , \_�.k,,,� _ _L � , _��, Z_ lz:N�� __ , , � , _, _ � I - \ � 1� _4 =POURIA, 11 Ir I .. " - I I. � I* win. Win., I - I ,- I- kh'� I �� � F: - �_ � x _TE ANCHORS - QDNCft-M ANCHORS QDNCKE - .1A, � i . .1 0' I � I , 00- , � ­ — REOUIREOL. e, - M COWPon F " N­Q4 __,L�i,__ 11 CONCRETE mOK'" . coNCRIXIC , ;(. - . , I - n. m . - , 11 I � sita— , W1.1"= ON A& .� LIP, (D c- � 0EY sCHEcuu: w-, .. (BEY SCHEDULE ON—, . AN. _ � IT. 11 11" Xr TsEY swax.tE a.- � - IV sHms s 1HROUCH IT) 54cm a PaLo" D) 11 rs a THRQ1jGH TO SHEETS a Twmw� 4) WA6 MOUNTING wm,) QnIING AND EMRI OUNTING ;f�,; � 11 ALTERMU allll OUT MOUbMNQ W%� � ­--- '.­_ - _____1T­__ I—— I v CA - EDGE DISTANCE ! - M, I (SEE SCHEDULE ON a ­'6 saimm" - 1 ­0 I I SHEETS a & 9) V RAM, I S I i 1 . .. , - - &M.r I I I ! �Ww * I I NOTE MR COMENINAWN DIE-51X-1m, - 12 Vr QUI ;, I TOP & BOTTOM MGUNTINGS CAN SITE I i i 00,41111#011%, A. rii %, COMBINED IN ANY WAY TO SUIT MY ! 1­__.1__. - - j �O�Z,�tlk .,,,�� .......... 0A INSTALLATION. "I ­­__4fflpW__j ,,,, ,\�\�,�'I'�,,,i*���',,�z,,W-,��\'�--, `�Xz�S"�,, "K .. % I .** LNCEIV$...�A 4� . EXISTING Roulv, �_ . ., . ii�i FLORIDA BUILDING CODE (High Velocity PILL cam Zone) - . _J3/4'.1, REOURRED. -�--E.D- � __ I 3 AIT., - A14767 '. 1 B ... a alw%T IxTrea, wer- 20 GAGE OALVANIZED STEEL STORM PANEL fy - s�comm v�tffm% # o) * .1 � I S,:�% TATE . _� ­� - - ,%% I S, i<',*- ORM �� GLOBAL PROTECTION PRODUCTS, LLC. Z �__ �__ ORANH On _. 07/zAlla wr- CEIUNG ANP g ­ � ...-, . - _� "m SA 5 STREET - - rhm TL MT314 NAL TTLEn 1= — _* M n= . IPA :7 't (113l)OW-2615, YW ORK)OW-M, - I Pw -,-I- .. ­­ Rr 20-176 SCALE ­­ ?)"IT - CA-000 = M,M.1 �---Fiiot MARK, M. ___ SIMAMPA"Vout ntl WALTER � TULT.1- ox , - I - EL _:_:_J � - # .167 i I - am HE a �� t�� __ ___ lu, ,1 I /_ - __F / Ti L ECO tilt4c\. TILLIT TESTING & ENGINEERING COMPANY _,___________._ __ --- � - _.- - WALTERA. TILLIT, a, P1, fiffeOU@aOI.CO1n MDUCTEYALUATION REPORT RIFT U—Nl 44167 ,L,7A.Li­_'4..0-105?19 REPORT NO.. 20-11727.02 DATE: J Lily 27, 2020 PRODUCTCATEGORY: Shutters I PRODUCT SUB -CATEGORY* Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Glo0al Pro=tIonProdugt'&J.LQ 4800 S.W. 51 Street Davis, Florida 33314 1. PURPOSE QF EVALUATIQN! This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of B usiness and Professional Regulation, This product Is bain issued an Evaluation Report a described herein, and has ' ,9 I 1 $ been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that, the product is for the purpose intended at Jeast equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2-t —PRQDUCT EVALUATION DOCUMENT 1P.E.D.).- Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 18 of I 8 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07f2712020. This drawing is an inte%tm "t�Q,ls Evaluation Report. � -1 � kl,tj " ,�,, ­_.1, V,.",, 4� - \\i�ENs %.:� , — .1 �__,`. C,�, � ,_.�1�__,j:,�_�:�:- ­7�-- I .' I -�---Z�r=j � . ;Z--�Wr* 1 67 I �* 7"t'e, t * /1 I'V, S7ATE �F ,,')r- _ f,45,1XW. 16tli Street, gilite 30506ami, Florida 33166 - Phoiie: (305) 871-N#,�P4�b�t_ .� ,81rl-1531 - -CQMPONENTS R REGULAB ilk UEE SAFETY STORM PANELS (SCALE 1/2=1') - _________,________.______ --- _75.1W MAL Wlar4--­ ­ ------- - -------- - - ­­ ----------------A5.1W (TOTAL WLDTH)- - � ------ -- I I I � ____ _. _­11500' (EFFECILK W1UT%)_____1 ___ ____ � � � I . � ­­­­ - ­6 1/4�­ ---- � 7 — 6,250-­ --- I 1 _74O.- � t----- I � -1. 1l`O`__ I , r­t�ar_ 1 "N'500, I , �'Aocl _. I ; ,,, , � - STEEL I 3w, ,�,,�, N ; , I Z � N� '!� i / , -1 _2380'-� ,',� DOM' WIN T14CX , , �V X, - - . � `,.i I / �� , ­��: I � . 11 , I J I _�� ' I X * ,---- 7 R� - - - q I, - AM A-03 t ,�, ­T- 4 - �_�, IF < , ;Z;tl� ;_ I , ", * __`_­�\� I el� - , BS'.. olow MIN. T"k:K �umm, _1�1 ?" � - 1,4 j, 7 . 1 GRAM 50 MINIM "EMNED_,e " r , . V-11,m. '65� G­_ ­LV� EDGE 11 I I GALVANIZED STEEL ,I- fm- " -1 Te Z.1 -\ ; I -, 2. � T , Ell TYR ASTV A�m .�f I I _� Nruvw TYR DET"W, ,� ­ _'ED(Z WAVE $0 .*M" I - , EDGE I r I CAM , � I,\ 0-80 �, 4&V I�STATL A L Ak :t" _� I - � I 48jr � [­- � ----------- __ --- ­4 -------- I - ­ - I I -1 I'll, ___ I—— - l ----I � l3i,o. ­ 1 ,A0. ­­.- ----_-_S.2W----- It' 01) MRM PANEL @k END STORM PANEL 2.1V' .- I , 341� ,_ ,-- -1 7 . ------ ­7 - PANET�S fnR UP� > ­� 1_2w� I - 2. 1 SWr I .� I 1/4-�20. . L 0; -5 -_ %ft& .11ZE ITS i!f �� _ 12PW , � .100' ..7bo. 304 W/ HEIIIIIIED EDGE I . ,�, _� i25 � - 11 ", >1 I ; � . I W . �_______�� - .Y.Wl 4 - It a __L I f� , STUD ITIVETED SA ;rwwv - , I.= - _` I ; �' -11 - �Aw -- J I - I F' i� � I TO ANGLE 0 �_ ,I __� I I . z 4 1 Al , � �,-, - X05�1 joo'� .09S, i : 12 1/7, Q;� it*' IMTO - - , �" - - . I t�l - Die . SEE I � �---5�,-,<�-� 2W . ZI . 2.0 z 00 . ,,I _�,, ,� � , .093, : I L I 1, - �-- " 4 oclmL I '150. �-_I_ ��_�o,�-�` I - : Z125' - �, HEMMEII.�, I - i � 75 I I, __ 14 ­_ - -1 � I- t / __1 , i %:_ � : ! L325' 1 _____��� j - � t . I � ! * ­1 i-I I . . .... . ... ____S� M. - _­11-­-, --,.Sw ,_� �__t ,,co. L_ . 1. t �, (V/ �Yuu - " __�WT �Dw___ ]SAMEIRIC DEW DEML A / 1_2ow ��,- --- ­_2 __ ROUNCED CONNER 6 ENDS Of PANEL*$ FT&A, END UP W/ HEMMED CODE. (D ne_� (�) lr_� (�) ANGLE (R ANGLE WITH STUD @ AMU WErN (TRT.S) gum STUO 1 -­ - —1 MaYs i I SEE W. . 1 - = - f--j 1/14 & 2/1. iE344",___ ---� I 'I 7W -- I T . _19p, TOP EDGE � 7 096, AL4, .we, Be i ! f __ ­ 4,390 'Ahm -1 aa,4, ��,�,�10­ I I D__;_i., - ' L . 25' , l/-'J-2a, 30, SERKS - ' �- 47�4.--�­ ""i ' � I -i I � , I _ ___ - � � - ____J L , __A� ­ TO �­l — - � - _J __ 6 ' B` i i ,/ . AA , r - I ' r- 0A i I IACI7"1.O63* 11. '375' _ � � BAD I ! I � =I "I"'TT � =___3__ '!7 1 , i i . '_ I - _'_ - - - ,T4 I I � I I i - ' 1.8�1 , 11__� I � I ---3-1 ) - - � '. ,,� I 1,500, IM' tY- � i _ .39W � I ..� : , _ ' I 4 i . r � , . , O_ � _11 � ---I I . 4 OT, I DiI : �003 . : HOLY M � , � r , , . ' � . I. J L -Wt4I . --- � � - I L_ i - I V .125� - ____ - __ _ I .957' � I Deal -11 EVERY FAM. OVERLAP �, I - Ae, .=* ___.l � I V1 - -im.) 7.DW (�) KEY HQLE WASHER .67.25". : i : �-,Ow 06 "r- I&= ANGLE (R 3X WE =9 0 EW 119EQ � �­,094* 1 .4=11%L - %iINIVAIRINS, YfflL= .. '. ' 14 -4' 1 10 Tit, A. � L ,�, 0-4­-O-,.�I�, i - U., IV 1000 � � d . , i I I .. I � � I gr*�.-­i,�CENS,r -..T - I % &-"—C­ � I . .3 75'0 , 35.4 'ILYS�# r ! �_ -, , , I *' I � '-. I ,!r �& . : t.-- — � �3 �:__-r - . - - , No. 44167 A * i � . ­ . I FLORIDA BUILDING CODE (14fgh Woolly Hu cone Zono)l ; 11: I I- a *' * : __J, I - - I __ i :1J. OW-i , . _. NICKEL tTATE Of �C *Z100 mma� ac. ry � , - -P,-,. _r Of PANEL S , ., �,z I LSTORM PANEL Q& - _7.-j',� L.10 VOW Nil , C)" 20 GAGE GALVANIZED STEE — I ob .. .. ft , - O'L V-.-�, � I_ L�=�_?90 *I,- __ - GLOBAL PROTECTI " ­2�100`- I` (�� KEY HOLE '. �, A - - ON PRODUCTS, U.C. OATO QM14 Al MIL -6 - �__ ­__­_:��, T14; _NF,_�r- __ - -'r:--'r: IL ECOuwc� 41a) SA 51 STREET ­­ff-yiX�4, (1) 2*)C7"XI/A* ALTERNATIVELLY. WE WM NUI WOUT 4,e, &% DAVIE F_ SNA14 , PHONE ")SIN-1151A FAX7 (ON)ITIS-11747 20-176 ALUMINUM WoMOTHic W&LY; W/ AOVrA*k I , 11 - --i — I - aw"a �L Sr"1113=11= 01. WA/SKINSTUNI THAI I a, M . CONCRETE ANCHOR$ , 09TW! " I M._=_.)\ ,111 -1,; EXISTING I CONCAM REOUTITIM \---,\­,-­; �,\� ��-,,, I"' I i i I 1 ` - ­ , _= 1� - _, I I I ; I- - , - . , _,� 1 =ag-- i � ,Q� 6 _­ ­ i RCOUTRED. I 11 I I 6 ! __ '- '7' A 7- - - - I , I - - - L ­ i WIT, " :4 ia , elm I , =*-I _1 V 9 I 1� I o.AS`T . I - 1A­ , ___ �­I_:: . I _ ! - __ I - i _ ;X m,W, mccwl. I = II;NW`4`L 1 L____.H, " M� J - - I I . SLWS I M. I , -_ I 10 i I f - I ! I.' i =W� - � .1. �. I I I I "I , �� . 1. M MI . ; 11 I - -11 � i -, I - � , "'o, '", -, E.D. _"�, -1 CONCRM OR � I I s : I I r, I 9-- I '� i cwx�ww BaLoo ����� - ! � . rp, ,,, - REQUIRED I � =!Vak- I -,�', I I I . 1 cooGem BLOCK i , " . I ( I *Equm - bl/2- I --- - I- -1 ="I I%- - o A,= - - ­._.____._1_ - - - ODNCRET AZT M , I --�� �1 F 1- �(A) PKUM 00 CF'IAP- ON M _ 1, __ I . W"! �o� . ��;,_; WAU M I 1EQUININT-1 611-11.1 SHEETS IT """"' " SCALY 3/ff-l' �__E= OF EXISTING * NEW V' WTDC It VARIES . 1,Ie 1� torumme TWA,ALUM, TUBE OR 1, A _' _L ___ 1�_ I o -1- � COMING STUCIO/ PJ WOOD PLATE SPACER � J I 11 'I- __WoOD BIND � I -I / � � * MEN I- *TOE . VARtYS . I1W I I I ! -- I -:i,7 ALUM. TUBE OR I' . VARIES I 1. " Q��PLATE SPACER i , 6 1�, I .J 1 .t T � CONCI N= I7 1 . I-- I . ­_1 ISEE SHEETS a THROUGH 91 1, i ,���-o I 'it2- A. � CONCRETE EVOCK ;3�4 WPM. Ol 40FAM THAN IT . M... RECLINED, TTACKIX know, 41 .I- MML FOR S=ERS REQUIRED AI_� B07TOM TRACKS- JACE9 I � ­ ,� Tu�_: �, _X 4 � � . . M — .r -1 *..%) �� _S,_____ :r =%_ I I MW 'A* - &W. 11A I , ( 7A ___ , C3) L _-\ LL Flkl= t-__P,PIigI . 1� I /_ \ O­ , _ _= L-M-0) ,_,4" - �­ - 4 _: S 1) - I I I I , _'. i. -, V I I , � I . , ­,4� � Iii .1 a _01 lIi I -\-I- - ___1 ,/7"T17,�- ` I-M _� S \ , � �� -.I- 4'!t - _J PLAN) ll);4, vvv, Lk". - ­ I GAM � (, ft-V` - =9- - 9 _X. : 3 la,"ta x- r.l. =41.1%r �14%7411=0� i i � �.11.1.­/;4% � -01- 6 i I T-0, -1 I 1, r. ___ __. - 11___/ llf� i ____ — ,,I,*-, I � - �(tl I \ I - :1 . __' x- - X i - '---,/ =.=1..T=_ L L — 9"i C �Ewa CASE 0 (P --.---- ---A WALE 3p I- SMAEL 3/iS­,* E�= - . -� � � -W 7 ��L __;r=__=_. .t MAP -a- � - 9- - __ -� � --, If I Mw.-_� . 4��` ,�.�_,"�:,\J - - Mg, r n w - . - ., � ! I - \ _�D �'T' 17.40 (8*1' _". AMEX 0101110 01,10,44- - OM04 WIN) I - � =L=M�. - — �. X bigiANICE - . SCHEDULE ; --o-0 � F (ELAIJ) - I � , SCALE 3/16=1" iaa 7_)_J � =N�U _.. ITOP Ar BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY mafi�po) INSTALLATION. ...­ � - - rl�-_ , *. - ,,, .. FLORIDA BUILDING CODE ( gh elotity a Zone) 11 *: , . �-,$% S %fle k�,; 11 - � - - - , 4416 , 7 1:7-1- * ,----JVk.- , �--- , &_,5��_,� � _­ ATE OF - - i�� ,--- ­­_� OMD�,;J� ___ - - �P '-- , .2m ftlEm Pr_ - �1_011­ � 7_m=am 1 20 GAGE GALVANIZED STEEL STOMA PANEL rl- I CAAWN I GLOBAL PROTECTI ON PRODUCTS, U.C.1 += SIL !I E!Iprl O.W1 F1 3 -W 75'. ",WL IM" --- '/*" i I'M' I - PRQnUC]'FvAIA;AnQN REPORT 140. 20-0727.Q2, 2 ZZ TEST REPOR Large missile impact load tests were performed under SSTO 12-99 standard Be per section 1609A.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814-01-01 dated 0311 1 fO2 witnessed by William R_ Mehner, P.E_ Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219-01-09, dated February 25, 2009, signed and sealed by Edrnundo Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared byAmencan Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by TQC Metallurgical, Inc., dated Match 13,2009, signed and sealed by FrankGrate, P-E, as,perASTM E-8 and Tensile Test as per OC Metallurgical Report No. 1 OKM-1318, dated December 1, 201 0 signed and sealed by Jerry Jariofano, P.E. as per ASTMI E-8. 11 .BMCTURALENGINEEPJNGCALQW.ATIQNS, � On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida BuIldIrg Code. Calculations prepared by Tilteco, Inc., dated 12/1 B110 and 08[27113 (for this revision), signed and sealed by Walter A� Tillit, Jr., RE, 3..M1§,JILE IMPACT RES1$_T_ANCS- Large missile impact under section 16,09.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE., 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3,1, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P,E.D,), drawing No; 20-175. Maximum Anchor Spacing shall be as indioated on sheets 5, 9, 10, 1 1, 13 thru 16 and 18 of 18, of Product Evaluation Document (P,E,D,), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 01101111111 lill"WS . ,� , iiii, �14z�,-g� ....... �� . ,0 ., .,.,/ ,_ � , ,;�� ­'� � - - -, gl-' VOEN ,'-. �5 � 11 , S$ I I I _ - --:c- ______:� -_ , '.. I ���­ iia,]PN 67 -, t-, /= � = -7VZ * : * =f ', Z��w /I / t-, --. STWE OF ,-$S _ � , , Z .0, � ', "C', �, ,,-, :1 1,�. �,-'-- 4003 ,-�',,4-�',_O , N :* ow. es ­ ­­­ " ,00 4r N�*'43101`14'e 0:N "'It'llillnWITO I PRQD=IRYAL11AU0XUYQA1 NO, 264727,101 3 5. INSTALWION- Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.S.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14,16, 16 and I 8 of I 8, of Product Evaluation Document (RE-D.), drawing No. 20-175. 15-MAT IAL CHARACIEFUSIMS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 1 3, of Product Evaluation Document (P.E.D.), drawing No. 20-175, Anchor specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Documeint (P.E.Q.), dralAting No. 20-175. LIWJTAI*NaAgq__C��� 7A � Shall be strictly in. compliance with General Notes No. 1, 8 tbru 14, Indicated on sheet i of 18 of Product Evaluation Document (RE.D.). drawing No. 20-175 prepared by Tilteco, InG. and signed and sealed by Walter A. Tillft, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1 G20.2 of the Florida Building Code, 7.3- Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WaliterA. Tift Jr.. RE, (Florida License No. 44167), Presiderrit of Tifteco, Inc. (Florda CA-00016719�. VVATILL CT:�TILTEV0A0V10NRECQRQBtp, E. REPORT.2( GALVANIZED STEEL STORM PANEL 0RWI3 # 20-175 k 1/4, 2/4, 3/4. 4/4, 5/5, 7/5. W/10. 2W/10, 3W/10, 4W/10, 15W/10, 6W/11 & 7W/11 +6/5 3' M,AX..i___ ------- ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 01 & 0___._ -_3* MAX -1, MIN, ; FOR WOOD SEE SECTIONS ON SHEETS 10 & I 1 I' Mx�: i � �___ � , — -_ - I 0 1 , , 0 a I � . . D.M-� 02,(�).@1@1- -I--7 1 -T -7- I � I ! I __ I I ! , � I I I ! � ! ! ! It � I 1 , I I --I-- '$ � � I � G��, (�)­@ � 6 1 r 17 IT I I H I 1 I � 1 1 2 till � �X�f ­ ! a � 11 I I I I � I � � c � I � , I � 1 1 1 A L, I [ J-1 __ ___ __ ,; , ____ _1________ - ___ - - - 11.1 -1 :', -----, ; 5 � I I ­­ _ � _� I ___ __ I ____ I—- - T'.� --- , -1 -�- T, �zzz ­_ 1. F-J­ T � g I � , � - __ ___ �_ -L /V--- I I I I I - 11 � _.. " --i . � . - -,Wb- 4 !_t-_ __ _ __1____V 31-- , __ I I R 11 Ti'll it ,W � k I l I � . I I I H I i .- I 1 1 a - -------------- 7.--- . N I I t I � . WILTED PANELS W/ 1/40-20x, ; UNBOLTED PANELS " �- " I I I I ., S!$. M.S. BOLT W1 7/8' . 3/32' ;1 i(SEE SECTIONS AS ! ! 1 I � WTNCNQTS 0 Ek O%TRLAP , "'Pul""'LE � ) � : : i I I (SEE SECTIONS AS APPLICABLE) I � I L 9 . : I 1 ! i I' I �! -1-1---i'' - �� .., ____, , � I , __LI ,-I-JJ � i, I--- I - 1,, ---I.-- L I __­_ -I �, I- 1, '7 ­ __T___ I---- I- - __ - , I- T - - ___ .1 ,T_ i ! T, i T I JT_ ____ " .; � t i 1. i i � I I I I I I'' I . I I i 5 i i I I I � ! I , i I � 1 1 i i 1 I - .+ -L _ __ - � I I - I - . , , fj ­ a -i -,- 4" �. � � , I i D-M"(4,@Q,_(&_ -& _.0 , ,�,'_� - ,4 __ [ I � -, 1 7 __ �4�i I. .i j I ,,,, - _.. I—— ­­ ,.,.I - � __ _ I C, ! I I , MAX_ 1 3 MkX t5TITI �__r 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, - i 1, MIN, - MIN. I __� 1: �� 1 I 1 W/1 0, 2W/1 0, 3W/10, 4W/10, 6/5 1 I � 6W/11 & 7W/11 I I I ANCHOM FOR CONCRETE SEE SCHEDULE ON SHEETS 6 & 9 ____ _____ --- ----------- FOR WOOD SEE SECTIRTS ON SHEETS 10 & 11 _____ n1 & & ELEVATION N-T,S. Z07* 1/4' M... GAP (Mek OANLAP - -1 !LW VALLEY) , .A I I I I ]i -- -- --- ---- -- /`W`1-1� \ / \ /1W`\ N ', 1/111\ /MI\ - I, - /� - � � I I 041 74 .,�/4;,� \� 001 A. . �1�_i. " I/ � -, "... " i U I /-.--, .. .. ... FLORIDA BUILDING cODE (ft, Velocity Nut Icone Zone) - UI . . - 1Z 'AMIK, TURCO. MI r.p, . -7 - 1 20 WE "WAXIM STEEL STORM PANEL ORION BY. _'. * __ 5ECTION A -A-'! * . * : 07/a N-TS. � .0% N PRODUCTS, LLC. P,/1,020 - . � - - GLOBAL PROTECTIO , , ATE - Z ' If LIFE C 0 I IN n ..� STREET - , * , - 1 - �1- __ .- � CAVIL FL M31. 1�1A,X%*- ORM11. . - — I X011— _­ 20-176 , rue.t. . "� (WHYRIM-7W. Fft (WH)MO-IcTY? " _�._ Wwm,m�n ... N-,ft ` - -� -A- , -, P"' ­_ ` ace ­031 "'... I lt� I �_owrli � i - - � 1 — :t� oRAN4 .. - " - WALTUR A. oJJT *.. I -1 - i ___ M I - - OHM I . Dam LK I - - � - , ,eTarl 3 W " I I - - I INSIALL91ON 1HJ0 EXISTING POUREJ? DEIAM FQR ULAR PANE15(1_" QQNCRETE OR CONC-REMAQ K 51RUCTURES ANCWM� FOR CONCRETE SEE SCHEDULE ON SHUT 0_____ __ RED CONCRETE ( VCONOnTE BLOCK _r___P;1"`.%.DT=9L. I Z__­""" C'"CREM. OR M. SL ___ _. T MR WOOD SEE BECTON$ ON SKIT i2 lm:1 :31 M.M 2.67- 3 j REQUIRED CONCRITIE AMMONS � REQUIRED COMITIM ANCHORS i i REQUIRED . CONCRETE APCHORS � I , � (MIN, 0MAP -I *W WILIM I' Mi.� � &� 11. 111, HL WM WIT ! � - (sa ScREMIJ: ON � i SIM 9) : : __ I I -Tsa scksauu: ON . - i i (= SM40OLE ON I _!A, -_ - � : � - DX � mi. . . i FPP- � I 7 , , , `-, I I PW 0) I I 11 11 ! : - A SHEET 9) i � ; I �1� I 11 I f ! i : I I - , I : IN 1! ; , � ; I I , I I I I : I � I � ; : 4 - ____ I '� ­ I i I I ---- I J I 11 ___ z I 1% : I I , I L , . � � � � L i t 1 L � . I . � I I t - ­1 f I- - ; :-! t­1 - -1-1 . I I � � I I I . : I 'E�: I � ! � I`E`�: � , ! � I - I i � , I I ,C:: � ; � ; I - - ; � � . 1 1 I i � I � i � , I . � I � � i ; i I ; � I I I' , ; � ; � ; � I I :� � � � I I I i i : I � � I : f � i : III I ,1 ­ i 71.1 I 11 : � "� ! r ; I � , , � 5" ; - I j ! ;I . I � � � I I � t 1i 1 , � ; i OF V i I I : i I I I � I f ', I ; I I - . i ; � I _�, ! - �3 � "I . �[ I ! , , , - _a , � I I ; ; --a � i I I � � I � - ! � . _�_ , 1- _ - ---, I 1 3 , I I ,� I , A ,,- ,44t��i�,,'"�,�� . i i - : .. i � i , �_ 70 CUdS I � - - . I I � , �� , ­­­ � I � � - ! I ; - W.W.9 . 1 I- W, � '=" i 1 I I'll ­ ,� 11 I � L� � i . � I i � 4' - = -(= V � : ww"" - � : ­ ­jr, 1. .1 - �, ! - � * I , � � ; : - � � I ; � I j i � , - � I , 4 I -_ , , ' , � i I 1 � � � - I i I i , : - t4t' I I - s . . K � I ! 1 1 1 1 i I � . 1 ! ! � . I, ,�4 Z �, , ;] , Tllr';,;_� L17,_ � 'i � o; I i , ­1 � , � � � , � . ,")-o W 1 � dik � � io � ,PgoIWA; ; _- __- .1 . I I 1-1 � , 1 6 I- . . � , i I � � I 2 �J , , � � � , I t 1 I ! P , 9 ! I I i I I I � � i � I � i ,, � � � I � 11 I I � U �. i I � IN .1 L - - _ - , , �� ­ 1 " 'a.1- ; , � ! I 0. ir- - __ __ I I � . ho ,,, , 1- __ . , I� I- - ,-. .. _ "I ­L - I I - i 9 I , ­_ I ! � ­_ _1 I ;t .1 11 Ilk � F , i I - ------- - ___ - ­11-1.1 .1-1 I \�Ii , 1.11,l*=.�`, , , , 17 .3 I . i IN I I I I � _: - ,- , - ,4 " 66X � . 1� - ­ ! -, I 11 Tl ,� , -, T T­ ,' " I _� -1 or .V , I - I �' � `__� F �, I � 3 i '6 I �It I i I � I I � , ; I � � ; � : � � :i I 1 � , k I � � � J I � . 3 � � 1 � t I 1 � , I I � � I I � I � I , I , i ; � I i , i , � i � r 9 I-- 1 I 'L. L___ 11 I t------- I I . I I I i: i i � '. i I I I i � I � - - , ; I � I ;* � _________ ...... - _____ -, - __ - --'.- -11 ___ " �, F_ - '. _____ _____ ____ I , � I . I : 5 1 � . I � I 1 � � i � I � I T i � I I IF , � I �, ; � I . - ; I * I : , i , ; i . I � � ; � , i � I , q I - I I I I I 1 � I I I 1 5OX Sox . %Wlk� ; . �w : � OF 'L I J � I . � =K� � =�� - -I-- I i 4 - � K Lem ffm a- a.. - 50% .r Mm -_ "'.0 PIT @ L*VNI I I Mk, I I OF V -4-, `.7`��->, '' �,,`4�,-�, -,,� 1 : - CD MAX � I I -�?",-"-.��,,:�.�,!%-,? ! t - a - , '. - _, ! � : 1 , , OF *L1 . 1, mm. ANCHORS: FOR CCNCREIT SEE SCHEDULE ON ST 7= - . I I" ____ . 9_________ - �, T I I �.." I 11�1 , I 1 1 i , . '. 1 1</ � I � I I . i - . i (3) r i I FOR WOOD SEE SECTIONS ON SHEF 12 "I , � EiE -, I , ", ! ; , i� ,,� I . - I ,,,,, �3 � STUD a t2 , - -Z � F�d ; '/� IT. � � :�' , i � ; L , I , I I Y­� - $ i I , . � � 11 - - 1 I ; '/" I �1, � � 1/� I "" " 7 I II.Al : i REGULAR MEM PANE - & Q E=910N : 1� ,��V SCALE v, , � 1/4, MAX. GAP � � I�' � i . __ _., ­J � 1", ,:., � --- i ", i ­1- - I I � ,�, ­ 11/4* 5 "� " , - � � , 77, 7 , 'I Sco' , -1 : , - 7 I i � 1/4's-200/4' SS, BOLT " � � I 0 � � , " — . - _ __t_ c , � � , . , . - . , , I r ,�!, . .', I (.. CM5kAP - ­_ (4 * =, ­ _�_A ­?�Sf!2_�77:2�, K�__ � - � � ; I ! : 1­9ON"M AKHM STAGGERM � : � � 0 12 1/2 OC� I 1 CONCRETE ANCHORS _ i MEE SCKTMLU ON : CONCITEM ANCI-OAS ; � (SEE "WULT: ON I � __ SHEET 9) __,_K _.�_Z_�X_S ��� 1/4* MM, � 't_ a ; WTUD (SEE WNETIULE ON : SHEET 2) I ! 2) : I I ITLOCI, _Q� OR SE 9M�APMJ I OR __&RUMV OR X AEOLARIT, I -R.11.04MW REDL"Ya REOUTTED ftLL MOUNTING DIRECT ANQ . MM ANQ WALL MPUNTING ll� -1. 3/8 I* SDALE 3/8-1. SCIA"IlM44 P'. T , %,, ;;�1!14. ............ , .. EN %!'� -1. ... FLORIDA BUILDING CODE Mfgh Velocity Hut cone Zone) E.D. - EDGE DISTANCE (SFE SCHEDULE ON NOTE FOR NOON OF S TOP & BOTTOM MOUNTINGS CAN BE WAY TO Suit ANY - - : = - No 44167 - . * ,­ - . t**. ;__E�_� ilk; -1q,.-.1 S E 0 --. 'IMM, MV=. � 20 GAGE GALVANIZED STEEL STORM PANEL % - __ - __ - - � � - - - GLOBAL PROTECTION PRODUCTS, U.C. Z �__ �__ L Y�. DRAWN BY, "/211,�= AQT,� SHEET 9) COMBINED IN ANY INSTALLATION. � ....... RIO- ` �A_40 .W SM. slaw I , " ' 9 20-176 .1 F^' * .... .. � )W-"-& 0143609-MT "' � E t 75Z_-'IzWmF-0==F--.r1- ___ Fla- (9- I .�,.,:, � ft I �� - .1 , I 11114'40"�D`�f""R` , OA-0coall. -I � I.. t I - 14AL . n= nual i" P.1 � IT 11107 I =L= I I - I -&-i (3) (1) r_ U) -0 —00 > Q) r- _41� L_ (3) a) L- 0_ 0- = 0 _0 0 L_ = m _4­_ 0 -0 (D 4- 0- (J) - Q) _� = (3) = -0 C:) M Q 0 - CU -2 . ­ U) -0 = 0 = L_ E. — = L_ �9 (3) ��: CT3 = 0 .9 -#.- M LL ,,- 0 — M > . (n "F Q) (n LZ _4� M L_ 0_ �-- co -0 'R . = M cf) C)_ < 0! 4 Z W mi I :3 LLJ = L.) " :E5 C= C3_ C:) 6 F_ (= c3l. = cc L., C', - = CN '= _; LL_ >.1 . V, = = 0- cc - � = CN = VIT -gz _- 9 !R = CID .T _= = > CL) ;� - C= - _�C = -r, .- 3: Cu " a, _= -�3 - U CL) " = = �� .2 ::, -a _= I E 0 1) - Z! U) " CD :3 U) a) C CZ 0 " L. =3 U-1 :E < Z Z < _J 0- m (D (D C_ U) M > 0 L_ 0- 0- < -4-0 0 :3 _0 0 L_ 0- (1) Cl) (10 co I . 1. .1 - 1.7- ... � �J 4, " , " 1. .-I I *S - ,�, - " , .�A � I � "' - ' __ I .1 � ..'I F -All, al: . � - �,�;Yl ��4' ­ - �, ` _.:­ I L,. �,�,., � ­; 17 � ,�, ,��� . � , — � - 17 _� , '. , ­.., , , --'I, - _T",-?,'(- .�.4 - . ,.1 p - " - I- ,;,. 7 ., .,� I., . . � �, . � - - ­ - . 3 ���,�,,. - , 111P�_,',f �_ . � 4, ;,,. . _11, la�; . I '. .. " ,,, . . . I .. � �.: ,.I - . !� � - W � -1 , .i �r�,,-,t,�7_';��,�-,,- "., �� T�_* - 1 .71- ;,, - �� ,-. . ,---- _ , ...... ,�,:,,,,fi � I ., , ,�- ffilka"�11"k' .','�, -'! ,�._� .,,!;, � . '' � Own. 747, , - I .1 a _,i ., _ � ! SHEET NO. SH 1.0 AtX 11, ra�ia1a} -... 1lUWC)N SCNEDULE Mall. MV441ON 1 mum Al SPAN {.) TUBE MULLIOIN Y 5"-T1' TO 8'-tA' j ��__ s i� kt d q1 saas:.i� e m roi 1 F j ; 9MKu-A`#bw NaiPF71 Y aF +53rA PaN. - A.af. anaiS Aq&:W/Ra� r sx �.V UP M� y CESION E - : O sE4S(�RN P�„R� ORIEL srAtz sp6-i' NOTE: MUt,LM}N G6N ALSO SE 1NSiAS.tED W/O 's16#tM RANELS tN•! RM OR 6OYFON S0 FIAT 9I 8 LOCATED AT TOP OR OOFTW OF OPENING, {GHE Ame. Wf'TUBE TOP A 6OSTOM} - f17IQ .. EXISIING JZSfIIYI�gQ l UCT-IeRL-.7 - - .. if94kY.^7A - , -: as 1ati RIML .�...`�-•y@._•- s7aY i3& Y.E'aA 4 E'. a4 Y. ` 4 �' i1 - xA�,. naAUNn / •,•,_. � i 5 19+nAakA 1 E R ..,-. - A 1§': ] F9 :. is elNiwa Am NUaaa FVLgt&iE s .. , I ✓ A{6ie/ Pw.A- hq{' 7 N$ g NSTAR alb x. X iaWIF #utA�a1H n1 ,I .r 1 � t Mn t t ! 7 � }amr ro r. Y ere. q» i y{ ' aSE mxaAa. 3 as a �1 9 -. } � i ti+ �aeT !4 m axAa.. , -. NN. fBPABAT1aM ' ) i;N& 9 '"•#pal Wk ffiMl»4A1Cii To aA�L �f9&Wsa.. i a 1. i f/ ,1 i+k3, i a Ta IN .d >1 �_ TERNiL79 rx {,. v 1A SLSht,.E: Ile p 1'Al Alrraml { I$. T s na "� a.A NadR NAIf aM #F < 1 6U1L -Ol - ALOE TIN I ? n„ Lac m:RTa ro a^..=. .` er w me#� s r �- Wro �x SCALE: I/e -. 1" � � N NTA' �XYLi y 1ii) NiW JI= 1NL 1 351#lt..r�iWr�st ru ' s1y 4°ERN � ii Nd �1H�tA1%19ilttm: Ai�. >�11#u� W ttl6IAt.€!L �Ns "�./1i�'� (SECTION AT TOP 1S L4MITEY9 TO +5&5-67.0 MAX,. SGA7.£:. Ile . 1'. iNST & N3N : �..�1FI1Y� A.S.Q. DESIGN PRESSURE RAiiNG) 1:i` `• 4F 3L act '.. W £aa+a" 9 rfiiel6o'' ' �`L+�R )LTILi�1idlYNY 1. fNSTALLAT16NS ARE ONLY .VALID FOR BUILDINGS 9kiiM A.S.O. DESIGN a UP TO +.-..5 _ P -. 55 " Is P PANEL'S LENGM U. i0 8.. S , LOADS ,a*T . ,, ATar,.4; .,.: .. 4t .. , ,. CEtd 3�, �} J = . FLORIDA RU)LDiNG CODE (High Yalact HUTTie4tte Zoos) AM ON RU t}R IICT'N© 2. P.. NEW WUOO FRAM€ �ONSTR - N wOgD M � RS T%1 BE SOt1it-SERN EIABE •. .. - - : TD.TF�, aaAfa s PINE NO. 2, W SPECIFIC DEN;.iTY OF 0.55 OR Et'4A1AL. f ff '. ? NO. 49 67 z , 20 GAGE BALYANIZED STEEL STORM PANEL DAM el .: � ,tea,---:'rv, x stl pL�1� 6LQBAL PROTECTION fyRflDUCSS . LEG. F OelE1 ealu s:: sv w G fi Y 6'1kiiJ'-a k S1 Nis MOUNTINGS ,. TOP I TN AF M S CAN 5 � COMBINED 1N ANY WAY Tk! SL1fr AI4Y fi r , R1 y � ""*, ,.,,,^S� a... SaNPANY. .- 20-176 kW. ffik 'Nlri $p, F4.J,Rea RAaTlEa. ? : 3 , Caat�aa- dA}, t;NF: fas+leBa-d7{ INSTALLATION. �,�, hhr i$J() a(4i .-.., -«>n.. aw.»: °',.;�3c4- 'rasa "",w, wvra. -. exa on,.w NF++MNa Rm:. h A#Tg±[ 1#NR##1 L.... to`'TN.. TER 11 4aL6Y dr,r:P:E OM ANANJRS. ANCHOR& FOR C ETt ANGYIM, Sm MILE E ON vie" IY, �q FOR wows smasl SEE SEGYriN ON 9NftiA' 15 tsEe L aN * 44i a i 9/4 214� 3JY°-0, 3j`4 OR 4/4 1a 2 & Iiii1mPOIAM CONCRETE At- SaPDVW col a v ,lftmm I i i n ('4F ;. �. p'�q ....Y,.y..•t i tM .. � f � � 1 i �t � i 4....�...�_�..�,_ . Pit 'POI ti ',,,}t a (tfENO PMICiJ (!*diERICla 1 {iNTammm P> .} {lN1ERIWd (EMR PARF,L}:. 1 Lea I L.#1 i MPill ASS T9 mM^uTo N WPIaF a.T3i. i -- Vm 0 12,1r ,G. -. - y� jj 7�-^ g1/�+Ta+•)wlwaaE _}! 9 Lg jj I 6 ... , gy1.#U@ 12 1 2 0.0 6Ie CCAaE it#& + 0 2 ii°FIF�NO'PtlS _.i. ... -. e ),,,.� ._.. Y,.a,.. _ _ 10ET. (S'F,L f { L _ I /I } {3EE DET 2%14} _IT 6 � I I ! � AT ENO PANF3=F} f ,✓ f/ �fr ✓rf:. ' � (( {Si aiTAM5 I,/1± 7 F ' n exNN4TT, IA A(E UP T.. I t OE7AA5 1T7 5plap W woumEO f ✓, I"'4 ' 7"9 wb'+s c3/14} �3 a} � yif �. � 4t�}uPf is *x iiL 1FF/1aY,. � Y I $ 0"EUNATE LOCATION �. ) .•t ON LIFE +.a^AFm PANEL L. a SAE Ntl1L #taEi..OW. AREA WINO LIFE SAFETY PANELS t ) .... ((( xt � LQCA uFE ,;,. :.. t.rk RLo Wf ON -,-. ..__.a._. PAN61---..•r REO LANELS _._.. m_...._,-__.'- _h.._ ..___. , .,.-1 W/o TRACKS NOf v ( E f CONCRETE wool :+• > r'`f . dAji'F.,� f{ ,1 •.: •t ! '.+�" NF10W) r LA51' PAN{L. TO 6E. NrSiA1:LiO Ai NET tAa AaaRtn CaceaNEE .l T R I Ti Q ALWAYS PRE w( REAR i' DRtOr+.j 9O 1.11 1W IN$TALLATiEeE N 1NI[;tlAEO ..#_.,,,,. ;e MAAA Tb. . ILS'fALIP-Cl. df 9ENdN€O F1aON : IwEiOE (( CmRETE Al . PANEL OF STRNCTitRE x. i A,+�•�pyy.� SOii€ONtf 41i ELEVA.Tlf�ld. Af t rs # 1 ! a -nT" III ld8 N tN � ')'itf SCALE s2 N GTE /# Ni N fiA '1t6 f OM -a scAl 3/r I" - SEMON� 2� Smt, ifs' I' .. - 7 1 1 A, 1, LIFE 3AF£IY STORM PANEL CW BE LOCATED AS AN END PANEL. IFIRST OR LAST PANEL) �1R1se OR AS AN PANEL.- fMY PANEL =AA't" IN KIWVU4 END PANEW}}- ayP' 15` dT PN1 LIFE SAF6TM PANELS MAY OR MAY NOT OF INSTALLED TO REaU'.AR' PANELS SES NOSE II. (Wf OR W/O REGULAR TRACKS,) �+ +p �s iz ?- LIFE SAFETY SMOR PANEL C,E1N5'fa?S OF PLOW C. MANIZE0 STEEL STORM PANEL. AS .MQN c#�"E3 PER. BNEEY 2 OF DRAWING. SCALE 3J3I"+•t` - INKS PANOQNEOLNENTNm, TI E TO 6E Rwal OR. INSTALLED FROM THE fNSIDE OF STRUCTURE. 3, LIFE SAFETY LPAltP111 OF THIS Mll ' RE04NR'ETs T TRACK TO BE. COMPONENT (D& BOTTOM TRACK T4 S\a�is�1M�. R°}')1�C� AV, x4• COMPOt1ENi $j BE TAttRD ri'AE..L OR FLOOR. MOUNTED FAi,i..O"Mt&. 5e"OTIONS I &'�er''+'{e''• ^f y 2 ON THIS St'�ET, AS. WELL AS fIEFAILS 1 &.I ON 5HM 14. \'Ca .• '.. ..•,+ . a FLORIDA BUILDING CODE Man Veloti# Hu a . cans, "a 4- Min. LENGTH FOR COMFON l. 15'. ENT b• CA 9P F N A7 M M ANCHOR SPACING OR COMPONENT A CHORAOE 9tliltl i5 GNEI1. ON 1aT�n, 'Fe Zit bAi1E GALtfARiZEO STEEL. STGBM PANEL SCIREDULES A 2, SHEET 1#, s 1 a„ -••-.,--.�`."".. GOMPOtfF,N1 MAY BE PERMANENT OR REMOVABLE :.. ': aa, t � ,Iw °tfxafE ��y r "° P ." gf }� p� L9EU4t f'Rt}1T 11QN PRtftiUG7 A iLC .a SEE Y1i:IA1LS STAR Nt5Tti4LA,iICNd INTO .WOOD FRAME BUILDINGS ON SHEET 15. "` a � "n '. L„L�{ � il,. Ake V Nt. a� *aW. 9: SYREE'( WE 1A 6 SEE SHEET 4 FOR WAR. APPLICABLE TO THE NECESSITY' FOR ?4iE INSTALLATION OF rr �I WAAL 20-176 tdpi , k4 n+ae: t zsI F OuRaIll u r - SPACERS AT K N. AND B- T 5'44iCCO O S. ! xSM an-1 5a TRACKS NSTALL:EO ADJACENT E'roNQ C fWO D BAND 'VENT iiN#t tftFk bA-b4ttA719 .aer vsYe sr.w P$ nrtroJAaSt YhN.1EFl. A ii 'll m, r as lT wL A aaa - _ _ W SNEkT �I3 bF � AND 90RUSEOMM �1491Ai#3� PaNFi �� "L" �GEtitlLl_" {VAi k1 ONLY FOR do INSTALLAMNS AS PER 1 Oft 10, ON SHEE: a 4. S 4.0 � i+may.} o is�E# 7�7wR_m F'-5OR =5 '2 Ile I.A�bLTEYI111w 9 S 1_VzA, >Y_5' TO 6'-6' #Taz. u"BalE6 t TORU 0 f -7F.A Pfl TO PT -r All R1f2` ' Y it+, -+dn eA"•-a* h1t #i5s s tt2` F a. 9 6 %.o I ro Yf 114Mro 20-..1' ss, NS A:WEFRAff AT cow a or PARR - Ulm smam, EA MID ONLY FOR PARZI 1'�& ¢i RWAL4hilONS 16 PER I T1A II 7, ON 5i4MM 4 ,a 5) AUAAAAA A'S.A. N3LiI` aft F; 4 i012 c.7 - `A 'Ir I �MILA�.� TAP�Re CF r'iP49ti7P -aT TENN� � PNN6;NAT€ PLUS � � PYJNNkTM TO m 'T6 i - 1a ERi fi cawAtl:rE E is "Ol Nta NAI'K1N L£ififl3 "L` Cri 4 dT+' RAtaAO" (Aa:T.) N #T & nF I g' PiA e` s. P` NJA N;AA NfA B` NjA e - avo v NfA... NfA a' 8" A" b".' d" T4" I {;;M &. d" All N/A WA &` MpA 8 NfA. or MIA d" NJA Nl4 N,y'A a^ 14/A d' N/A. «" NIA 2 All WA - IN%A a' ' WA e•. NfA, a` _ AIA n A 4 0w) ) r_v* on Loss S` NpF NfA 1ktA a• NTA 8` N/A 6••... N/A y gyp) 3 -4 *1 : - NfA H/A 12 Ile : 9 ,/-' 2 apx^ 6 4f#` B Yf+b" & tf9" 4 t f4;. ( a 1fF` � aS {�f9O11I $EU la A, 1t FOR VVE * SPAEPtR FOR 6ol WOOD All OUNUM is 1* ANCHTl SPtiG' NFi 1o1 $KiE 3.4C TO iw r IOA % 1565 SAFIL FOR THIS C AAVION - dX A&b.-ifIM:7BRY 3OfX SEMlMA MANED P10 BE R - #riE PAOTaNB. f0O 4PEPAiWN 9O PiDUa{I1 DR'fNNEO Willa M"TLNt ?HE PA SIW:i. Nat K u#&A TtFut #AadaRlil WAU`NB : fi3R FAt15 TWR AT At#ikNRS Namemt 1f4`«afc. 1APxEbt m sae>Na"wY1L, �"ifj,.. . dr S iK0 4A '. iak1. ] # S d s ltp2 ." bikaa e Ialaaa $ [ a : RtIPACsOiiE. YaIPC � P CG a a'�0+#e FLORIDA iT at 1#N' r TElN Raa 3 fr a v2 No. 4167 dRa2a 1I.,N�. `�, .� � 20 GAGE GA1.4ANIZED � SibRi( PANELa MON t to �prap.�� �Y�+ 3i s E a,,-.._._..�.,;....,..-..:,�-,:.* iI LtieAL IT"`-" `M1xtbrAA�' , U.C. ; - .. {Sid,. j :b 4 6, st r vr /g AP ]fa.9.. R i pNGt£.{$lijt�R`7'dAT. $..iM6. 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LENGTwS IRO. 1a £ t � ! � Pon Pik F(at o #E �FEtwN,i MN oR f SI Pam' O 1t 1/2` R C. TR I i* #i.ti -"'9pi lAa, m !' k ■ E �i�� .3w ;i U `yp CM 9.sr• ij9', Non` or £7ab(M.'a InAltfsuY! ' x aA" PNA1E t $ , aF HALF. Si`�E i/O". }' SCA1f 3fH 1' U 10:v_w Al Ir } 1 �� �N!•�y���6ypl�,y�w�yp= acs i♦ l�kr� i y�}♦� } yy�. �y q AS. �+y a/TRLL I.. ki ilN?!Nir F r25LlLLld! LtN ItLYySAEAY �}ey, ye MSd' ,K �,�.pp -V �Ii1F� NOTE:: IPTiIFi{ TAil 6lki)i - ,.. 1, lNSTALLATION5 ARE ONLY vALlp FOR NOS Wf{H :A:5,6. DESIGN LOADS .. `F ". - a•. . {ICJ. -N L� r �` � pA {iIJ4i.ONdG CODE �! h Yalooi Hu #7! Irene -F55.S =" AN : PANat TL) E B , UP 10 , 72 Effi PS O P.- EL.. s,E~A�Q"�fN :. R 5 Ica B SO. N FOT2' ` FRAME C 11C7{iN,.WOOQ MEMB E I.itFtER 2 NEW WHO ONs'i t cone . PINE No. 2. W/ `CIT1C OE7a5i{'s' OF 0.55 OR ES3iJAL, .,. s:... � G• �� mTEe:p, ZO GAGE GALVA#iZfO STEEL STORM PANEL. T4" DRAW - Nlc Si1.: iFi$3 i#ra C6M ixafa YIi 5, 11 P » PRS) fit'! Lt. r ei OflE. `• • 4 Aw V 'iI 1 C. 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P'DURED CONCRETEOR OR CUNEY4ETE ' `,BtdCH BLOCK REWIRED ; .$11 .__ , I/4" -I:,! - I `Q, Ii I ( �; of ,, { T I FSaAAa s nRW FwuL i f ( 1� a> u w wt6y ''i T I ut s+rr(+�Fr w R.q'cL + 1 ) _I I _ MI. S VNwnrL't — s.__ W �-, I` - : --TT- t iA' I _...r,..__ .-_ •L• III "A I i _7+.M 9 I- I 414Y-211A,' S.S. M.S ! 4 A MAX. 1 A) �['- 1 ,'I :'_' W fa AT '" l -}--�_^,-{ -11, - PANEL 1ET40tH 1 ; I �ty 3/32 -' . { - _ � ` (SEE SCHEOOLE) }7JSiak�r,,,1 ! 6s a } O FWYP .. l .. J.d. _...., _. _�__ QtA55 A j p I ! i ( k - .... 1 I I i. i I , I e 4ME SATETF , ) I/`y��I 1 !j, I ! PANEL BPTiGY ! I I JS ._I.___, .. ___.- t I O.M..eor - -" 1 jam...-r < M6 NR A Lm &. w4 NMa `y 1 MA% ?A/T>. 4A/t7, SA/186 3e/17, +F8/iJ, 59/to, 3' MAN, 1 7AW1B& W 6AW aB, 1 +k 8A ,SR'N 10 !HW S9 & BBl/ 1` T 1 MRI. MIN. /„-. ORS (SE ECTICXIS N SHEETS 7, R, TO & 29) I .,. OPTION #2 FOR LIFE SAFETY STORM PANE IEEYAAAAAAA NN I -D SCALE 3/16--t' I/.- SIA,L GAP I ..- r" 4 I S�GTiON A —A SCAB 3/W-I" MAxtMUM A.S•D. 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FEDtICED , ,n` ----.. - --_. _ _v SPAOM OUPI ED U1104 FA" DW.L NOT BE LESS THAN WOMAN SPADA4 IMwOITFD FOR DWI ANCHOR TYPE ON TINS SCHEDULE 2 !12r _____ S _ 1m 3 ,n I EO4 : i t �,+ \. I q. Is r , `° i 4, � 4 I I _ ja. PIL( , i 1 1 I _ m Ih Qg 19P W malt C I ,xen O E1TEStIry,E,j-, ' I I 4jR I ETaSTINy„j ry� 1 I T a. , N aa 1 R ; , , 3 ¢ 1 Ci S I or i 4t " !1f v wa j 1 1 rNc mrt a ._-I_... `"i &.V w I ,- t _ 1 1 ,—. S t' 1 i I I f I ��AL 'k I A' \Y ! ED a 1 r n !! ED W '• i i - ( _ ____t._� { I/2 1 4'0-SDx3 --S, M3 W/ -_T/B'ex1/32' WIK NUT WASHER , Y 1/4 2'/C 3 4P&S #4$ W/ v '"f%BYX3/32�,ANG NUT WASHER . I 1:4-. I 0 T2 1/2` D.C. r'i (BEYOND) I'" I 1 # TAPOON. ANCHORS I I - 1. V 7APCON . I a 4 1/2' O.0 ODOR TE BLOCK {,--{ REDUAWEO S, .14"Il4:,='- iA41 .1 i_ INSTALLATION WAILS FOR OPTIOS 4 FOR UFE 5AFETY STQRM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CgNCRETE EILOCK STRUfJURES POURED Colgiom OR CONCRETE DX 4REQUIRED . I � J 1/a. - laax _....,.. --_...... I EOg TORT. 1 I YNpA v! '_ .( ! I II'- b l n it) : 1 1 x S 1 i 1w1 # p 3 I- I r,w I I✓ 1 H ; i R I r i ,�11111i 1 efT4, r ED.W / I Ito-10`. PANELMATE PLUS W/ - -.'"7f$•! NUT x 3/32' WNO Oat/4. Q.C. WASHER .... ORR CUCONCRE'TE BLCONCOC OK REQUIRED WALL MOUNTING IWALLATION 0 REGUI DEL SCALE 3/B'ni" SEA SHEET 79 FOR OD !AOOMTYPE __ i e. oMktYs Ift"fs - SI LL INTO W FDR ASTALtATONs INTO GOOD MY. A SPdiWO M•) 1 3 FRAMEE MINR:UM ANCHOR SPAGNDY AM WHIMUM EDGE Owma ARE II%LYL m ON IRS *mme flAN[4 Pa+..S. (A!j a 3 i1C 8D= FOR FIT, EPOS THAN NDIONTEO ON SCHEDULE REDUCE ANCri R SPACNIT BY MULIPLYNG SPACWG SHOWN ON SOEaLAE Im MNA OenWaY LbA O+O 3 3 1/2 AOUL PA O:m RYOTOR 'BY I W FOLLOWING FACTORS. FGR THIS OPWATIOR TO BE f RE I yr � _._._ ___._ -..___. S tom.- a' _ _- _ _- .... '� _ � _'.. _ lO0 TOO- 9M SPACING OBTANFO USING iAGTOB SHALL NOT DELASS THAN MINIMUMSP CING INDICATED FOR EACH ANCHOR TYPE ON TAG SC*nULE _ 3 If2 .( .�.:� CONT. / 4Ya S-.,, . i2 .y " - w05 ' Y ettr 1 Y A�i a3 qEi S 11 g 2pf R I/ T(aY Wee XUt e " wmva Q( l,. {Wn k - i % r hY - ED* r f i i yl _-___A_____ I -,—Via-* PANELMATE PLUS *I 'a s 3,132' WING NUT WASHER (BEYOND) m RIED eta x WALL MOUH- INSTA IM uiM&j�CTt©N 59 iEL SCALE 3J8'.1. a--+ Q) (1) c N L_ _ ib (3) � U _ Q (— M U 70 Q) � Q) tf N 70 U O m - 'i U) C O O � c-- � N � /� M 0 O a—e'S ♦V 1 — 0 \ �i U) O Q Iz . = - 6(_uj v �//) cc INSTALLATION DETAILS FOR QP-TIQH #Z FOR UF9 SAFETY STORM PANEL SYSTEM T L5 FOR 0PT19N #2 FOR LI PANEL SYSTEM 1109RAL I- VAUD F-2 BhM MM PANEL INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.EO.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELAATE FEMALE ID & PANEtMATE PLUS INTO CONCRETE rf-^ , E�?,- I 1 , . ACCORDANCE WITH THE 2020 (nn EDITION) OF THE FLORIDA BUILDING CODE, BLOCK SHALL BE 1 1/4-. °y' + 'I I 1, NyV- - I II; _ Ij� Ikl DE5K:A1 WINO LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE, B,2) MINIMUM EMBEDMENT OF if+b'e % 7/8' CALK-(N ANCHORS SHALL BE IS 7%8' INTO CONCRETE. - - P 11 } I - - �'+ .;.-,".'.M1 ILy �,:;."� Ii� -' FOR A WIND SPEED AS REQUIRED BY THE JllR75ti6CF10N WHERE THESE '5liUT±ER,S WILL BE. INSTALLED ANO NO EMBEDMENT INTO ANY FINISH MATERIAL SttAti, BE PERMITTED. O ..,e • WOW 1µ'A4ER ! _,� i ,.�ytxSORHEN)ER t;:..- ,;,•, WUoga IfGDER -- t - 7,000 1bTADETT - FOR A gIRECTObAIOTY FACTOR Ka.,0:85. USING A50E. 7-t8 AND SHALL NOT EXCEED THE MAXIMUM fA.S,O, O .... I , - °`"'PEWIIREO i OVi CO .� i.,:.s-'"REOUuaEa.: -.,-,ry ,''.,. ^"'TtEOuIRt:YT •' 11 *�. N N ) T/4` g-20 5$ SIDEWALK BOLTS USED SHALL BE LONG ENOUGH{SHOULD ANY F1klSH MATERIAL :EXIST) TO "..._:, 9 / '. a. ,,, . '+'",,. `_.� � r' - ✓ ~-} ! #"a TARTAN m 8" OC1 4'4TCON' 0 6' O.C,. DE:s1G PRESSURE RATINGS 1 AICATETY dN SHEETS 25 & 26. ENdAG£ 3/4" INTO AACH4R5. . , , j:,_ ._ ) ._ . i 41 __,..,, ,(. IN ORDER TO M." THE ABOVE CONDTNOM. U01MATE DESIGN OADS # -117 " tJ4'aTALON p B' O,C. 1 •"a TMCON +D a" O.C, '�:,:'. _. ,/4'g TANO{RI o a* O:C. `� ._... t 4-aTAPOTR4 a B` Q.Z, i' 1 iG'/t f.Z .4iifi: ?HREADEO .... 7 $. 1T 1 2 MIN. 7HREADEo wtND L D€T£RM wED PER ASCE 7 6 4)?. ! ,. Tin MIN. 1HRFAbED d) tn" 1IN TH9/M,fpEQ i : ,` `i aJ'," W/1 Y/2 MIN.0 a T},(- '1KN a a 2 M4. p ... PE#)ET?(iTEDNAT ,kDifO• SHALL BE FIRST R TO AS.. 1st`!) WNID LdAO58Y U#:F1PLY1 - YN 0.6 IN T ?.-�' k ° P EITATION AT WO60 i .. // n. T ,} , N A4 - - i t ', .I ` }}. / / 1 * N AT10N AT WOCO (N.E)UGEO 0 0£5 M Na EI<A 6Y ORDER 0 8.3) !N CASE THAT PRECA'S7 STONE, 0R pRECrtST CONCRETE PANELS BE FOUND ON THE EXISTING; WALL, , , , 1 1 PENETRA ON A wOaO f .I PFNEIRATlO WQt%, +... f:. PEtiETRATC4 AT WOO4 ! HEADER Y 1 O + , HEADER ' '' HE + 1 HUM .�., y f 1! I HEADER �., t ! I FIEAOFR TO COMPARE THESE W/ MAX. (AS,D) OESRON #>.RE55VRf RATN05 INOICA:T€O ON 5NEE1'S 28 & 25. ANCHORS SHALL BE SANG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS. AAICFHDRAGc ,r - i / '' I -1 ,/ 1 - SHAU BE. AS MENTIONED IN 11.1) AND IN B.2): O 'I' ' i `. IIIJ f '. s t f s .l .� } �., T' _.I IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE 00 a L'� O 1. < in' . y/4- ; `, - 'i2' i/4- '- I;. 1 1/2' t/4. 1. % .* .rlli, iI . I/a' . 1�. T/4' r l 1' t!Y : i/4' IN ALLOWABLE STRESS FOR WIND LOADS WAS HOTEL u5m IN SHIES ANAiMT,it. FASTENERS SPACING TOW HAS BEEN EV DC C.D N +r �.+ 1 m9w____ T': d.., -- --t `, t 49x,,;. _ / j ` `} Ma/_ _ . / Mm. _�_ `! -;* __ _ _ DETERMINED IN ACCORDANCE WITH N.D.$- 2015- (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S .O u 7„W _ : j., 1 2. ', I } l 1g f R A•2... N __I f2' I 1 ! �, r="3e, ! 1 MANUFACTURER. ,4CTURER C Ly ps - ` ` I @ WOW HEdOEA y WOGO Hw!!`__ _ }t Ia, STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN YETNFlm IN ACCORDANCE WITH MICRON 162b QF MFm. I ; ,, AW.. �-' i r f Jr MM. , REnDb4E0 - - - _ "' ' 81i &€DINREp `S,.tr ? "I 1 _ (a O s. / f1 _ -) ,,L- I THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING IABORATORY, INC, REPORT 1 2032, AS PROTOCOLS TAS-201, Ti. 151aAL1 HE THE RESPONVelUTTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER I , , s. t 9 _ I _ 1. 1 7A5-202AND 7AS�-.203, I5 T4 BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED id CONC atOCN 'O N .. .� : e '- ' {i ' . , ,-,. i �Nt. .. : , _ i i ,T, J i I .. i CANT. ! CQHi OR WOOD FRAME BUIRA1tiC5, y O E6 L--- _. ; �, L,_.- t f .. )_--� , 1 ' : }--- I ,-- ?....«.:.... 2. THIS S'P5iSM tfAE BEEN DESGNEO Td BE EdStA4.LED aN THE OUTSIDE dP THE OPENING ACCE59UH: TfiE OPENING: FROM THE N r r '. - " . . . I •", I " ' '`' "�'�. INSIDE O.THE USE. OF LAUDED OR LRFE< THIS APPLICATION !S VF4J0 N INSTALLATION IS INTENDED PLTdF m 62 Y t .^ _ .. fXe , t S _ r /'JY r I . i'd. A WHE LA DE T4 BE dRM t2, THE INSTA#.RATPON CONTRACTOR IS TQ SEALjCAULSC ALI. SHLITTETs COMPON£XF £DOGS WHICH REMNH MR CONTINUOUS 03 i ' ,m. SmARstxN ( 0 I 0) i � ' X..N ± 1 , j 0 PRgM i,.m OF STRUCTURE. r I 3 ExeIVIC : ' M4,, 'EEP,,ARIT014 1- i I =ION I , CONTACT W#fH THE BUILDING 70 PREVENT WIND/RAN .INTRUSTaN. CAULK AND SEAL. Sf4Ut1ER TRACks AU. AROUND ftidii. C- - C r 1' , 4RASS - r Vie' 1 .•L•. Mma OLA55 (, um .g3° WD,AE i _ ( SC AE i 3. SERIES 1000 RNSTALLATON IS APPLICABLE TO SINGLE AND DOUBLE HUNG SME WINDOWS WHEN iWALLAPO N IS REOIBRED TO BE LENL"TH = t C PANEL LENGTH 1N S.w IV r I PANEL LENGTH m .gRa uO I i I �� ! w4 SHW 13 1 I� PERFORMED FROM ENE INSIDE DF STRUCT'4NiE. t], STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAN'ItC PLUS ANY BUILDING AND ZONHNG O .- Q 1' Mmf. EXISTING ) V ,.� so.owl" R ! fSEE NUTS t BEIDW) I PANE. H t C$$ NOTE 7 DEL4N•) r , S I 1 EGULATIONs PRONDEL' HY THe JURLSDiCiION WHERE PERNL7 Rs APPum Ta. -3: i FOUSTaIC TO , , : r 1. , (SEE NOTE i BELOW) EXISTING I ! ! P tee. 1' Nw. _ _ •L• M°x. 4. SERIES 2D00 WSIAUATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLICERS STYLE WINDOWS WHEN 3 Goss " I I - '%_ . OASS HST"= i .. __: ,., `Ns (SEE NOTE INBELOW) TO � 1 SOOVAIPANEL LENGTH ,.— - __ _ _ >r..-'. FARM IFTIC'M INSTAWTION S REWIRED 70 BE PERFORMED FROM THE INS,DE OF STRUCTURE, f 4. ATRWM WINDOW* AND DOORS, RTC- E - 2 HAT4C STORM PANEL SYSTEM"' IS PATENT PPa pB(p. Qy d .� FI ma lei I ,/a'A-2a.1 -- we zH.zT ts) - 1/4 'r2aR• 1 ON war I (SEE NOTE, 1 BELOW) �- ' 1. BUSTUg'i •) 1/S' 2- OA1' _ _ (SEE NOR t BEWW) T5. (0) THIS PRODUCT EVALLLATION DOCUMENT {P,£.D,) PREPARED BY THIS ENGINEER IS t.El4ERC AND DOES NOT PRONTIE G SS. M S W/ "'� S.S. M.S. WJ I - 5- ALL ALUMINUM EXTiUSIDNS TO BE W63-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 7/B I i GLASS SS< M.S WT N i W1DIiaNU 3j32'_.Y. ,: I 7.Zvo 3132�i i 1 7jB`► x 3/52. �--� MFORIAATION FOR A ST)€ SPEC#F7C PROJECT; i9.°. WHERE THE SRE CONDff10N5 DEWnTE FROM THE P.EA. .�_ y� .,._... n,.., d_h,___ ___v , t �i_ L_.„__..'..._.__, ,. r' _.._1. WYNO kUi T .. J C ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-N74 ALLM , : 1 `�'- .« . yr '>a--�- --- ,. Y rT .. 6= () CONTRACTOR FO BE RESPONSIBLE FOR THE SELEQ'T1ON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF Ln j t I } , !. p I 7. ALL STEEL. SHEET METAL PANELS SHALL HAVE STRUCTURAL OUALTY ST€EL,. AS7M A-W GRADE 50 Min„ CALVAN12ED STEEL YHiS PRODUCT BASED ON THIS PEA), PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONOMONS DEfA11E0 ON C E __-f_-. _I ' IaLH4 pTjyAPCON./2`^ -"'., t.,' " j 1 , • I, .�._.._. ._____ { GE51GAbATXSN W/Fy.+ Be's RIDE (AFTER RaLL.ED): THIS DOCUMENT. CON'STRUCTON SAFETY AT SM rS THE CONTRAOTCR'S RESPONSIBILITY, .T O I SS Y i _ T_ x _. F.:i L_�___IPFMEiRAH1 T ,ct.."II_. "; e, A4 5CRE1Y5 Ta BE 5TARk1.E55 STEEL 3()4 OR ]SB NS# SERIES OR CORR03Ik#. RFSISTAM Ci)ATED CARBO+i SlEE}. e5 PER DIN (c) THiIS PRODi)CT EYALUA"Ti4N DOCUMENT WsU. GOT(SIOEZtEb RNVAUD IF MODIFIED.. a„ q-_Iri __ . _... tk •' i 1NIDWIITni OF WALE ' �1 i I ___..,..fk_ _ `_:._ 50018 W/ 50 Hai YIELD STRENGTH AND 00 Iaa TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. E 1 - , , I I (it) SITE SPECIFIC PROJECTS SHAD. BE PREPARED BY A FLORIDA REGISTERED ENGINEER DIE ARCHITECT WHICH WILL I 1 , a• 7 - , ` i I '` 1 I () j I 4. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AM? 304 SMES STAINLESS STEEL. WITH 36 kii MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER M - _ I a I _ I i USE CR THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALT. { ; / _t'7, 11 L._J ('TT ':- \ I" ,' I I - 10. (APCHOi IX' WALLTSrNLL SUBMIT TO THIS BATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW �., - f I s' ' - 1 F- • .-.. !I ... ',- 1 1 I (a) THIS RECORD THAT BEAR THE DATE AND ORIC,NAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER or ,, - .. , - EO. "' _)) O AO. s - - 1/4'9 TAACUN ANCHORS AS MANU)-ACTUREO BY IT.W. BIpLDEX• INC. (MIN. Yz>a3102 P.Ni.) CD PREPARED IT 1 , !•: t it U. I.. E", '. ,,^' i I ED.,-„•`" L f �• - 1/4" 9 X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIW Fza3000 psi.) I v 'r a 4 2a11 '5.5,. M,S, W CmiT. y ;; } ODNT, •� _` / . J / EO..' _,? ,, `.V4'a-2013 4'S.S, NS- W/ �^ i'r - i6. STORM PANEL MANLJFACL'URER'S LABEL SHALL Imo. LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN -`: 1 1I II� i , 13 R.7fB sa3/32` WSwG.NUT '� ,- i ____.. I ,._...._...:s : ; - /14 )0 PANEGdATE FEMALE ID ffi PANF3RIATE PLUS ANCHORS':. AS Milsdt#fACTURED 'BY ELCd CONSTRtIG'EON PROOl1CT5. ' , , I :. 'a 3 "YANG HKtT :", 6 !I, tI 7 6•a . t_.., , t_ 1 T/6'axS/52 WING NAR I .,.7 ,,, "- h , . I I „,. ,.„_ , , , ACCORDANCE WIN SECTION 1700.02 OF FIORIOA BU4LOrNG CODE. ONE LABEL SHALL. BE PLACED FOR EVERY OPENING. I, 4 ' # ,t I .Tie A 3/ 2 : I , , I,t _,/. x 3/32 WINO ,ti „ ;, WASTER' a a.2 9n O,C •„ I -, I( WASHER (11IOND) E0. , En. .-�'. ..h'• I (Ti,.,v 0 Pool) LABEUNG TO COMPLY WIN SECTION 1700.91 Or THE PLORIDA BUILDING CODE. I f , I I # WasroER ! 12 1n a,C. ' 1 I, 1 NUT WJNI7ER (BEYCARI) •. , , .., !' ^' t J} 1._ ..: }2 -__ _...! t.. ,. _v_.-_-!__.___... , H, # .� } : f : s t , '. r a'a TAPOi)N 4 6'. D.C.1 , . y ' , .�,.;. - t'a"g 7APCOFY g B" O.O� 1; .,. i I3 - __._.1 4"a TAPCdN O 6" O,C, T 1 , , S+ ,i h RS MtIBMUM MEAT TAPCON ANCHORS INTO R C ' a i 2 #SIN: TMRFADED t i _.....<_ ) EMBED OF CO N O POURED CONCRETE SHALL BE 1 3 4' AND 2` FOR PANELMATE " T .-___. , , :.}.. ;., . , , 7 B g x 3 32°, T4TF10 NUT ', !, 7 FJ.MLE D & PANEUMTE P / "', ! ; wLL/. l r�P MN, THREADEL `-'i u` I w r 1 /r Mao 710E EQ =: "r � ::' OF PLATETKM AT M70WWM ( ) ` E. �, �i 1 mm" I_'i -) '`i . I ,. WASHER O B 9 Ja' O.C. REQUIRED _' . � .`-.. 'y 1, � WASHER 4 (BEYOAy)) F I PLUS, I (STAt#iF.R6Y W/ BnU6) i/Ar,aL'IND w/ STTW , ,.-_.-..- t 2',e4" WOOD TE r 1_/ ' / 2°aa' WOOD PLATE ' /8"g x 3j32' WING NUT ._-__11 PENETRAnoon oo AT womaTH J. ',.�i--' ' - PENETRATIWI AT LROW TH [I, + , . 1 OF PLATE , __ ` 1WnOn PUtE I._ 2OWCOO PLATE I ! 11 ! �1i I ; A2) MINIMUM FAI6ECM£Ni OF 9 f4'P X 7/8' CALK -IN ANCHORS BIMsiL BE S 7/0` INTO CONCRETE NO EMBEDMENT INTO ` PED # 114-IG PAN€LMATE PLUS I, /14-14 PANl71L4TE Rtyl}5 ANY FINISH MATERIAL SHALL BE PERMRTm_ ' 2' wgoD PLATE , 4' tY000 PLATE -:.: "', o e 1/4' 4.G, Wj1 7/S `("Y i a 6 +/4. O.C. W/t 7/B- I R _�_ ___..___sT_B. UN — wgq,A(� ION WALL MOUNTING 1NU&JAI T(UN MN_ THREAI4ED PENEEtATION NMI. THFiFADE6 PENETRAt#ON t 1 I 1/4' P-20 5S SIDEWALK BOLTS USED SHALL BE LONG ENOIGH(SHOULO ANY FINISH MATES €XIST) TO ENGAGE 3/4" RFLIRRE4 LUUN1p _ A 7A Q RMLL AR PANEL A N�.T( �W AT MIDW'VM Of PLATE r AT MIDWIM 4F PLATE ( ;. l ' - INTO ANCHORS. py�` GAL MOUNTING INSTALLATION ..LiE6NATLXi — 11f .iTER ��R A. TJ(� ALTERNATNE SAW �(,[�N�TIY� $OAT SCALE 3/8`-i" O LIFE SAFETY PANEL A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON T-HE DUSTING WALL OR �✓, ., � b�FO}JLAR PANEL O LIFE SAFETY PANEL SCALE 3/B'-,' I MO INSTALLATION W ��tWH AA � ATION WALL NG-� . WAS, WALL i441,141"aA'vwrtayuwaG 1a o - FLOfBt, ANCHORS SHALL a€ LOAD EHauOH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHAL CET" ' SCALE 3/8`'.1` SCALE 3/8".I* _.wI, TF} r�A .. A,� �^�•( lfi'A, �,,u.ETJT .�l ,ia�� BE AS MEMED IN A.1) AND IN A4),. /• t0 ZA P * VAD VAUVIIcA - : ND. 44167' * ,..... 4f,)Y .� (0) TD k DNaJQQA1C a 1 s B� - 4R = GFHS ,'y:s SCALE pis°at" st , yGENS `. A 's, SCALE �t6*�1" * i tt : k s` 3 . %Y F FLORIDA SUILDINO CODE H1 h Yeloc Hurricane Zone a? L . FLORIDA BUILDING CODE (High Ve)ocN mu cone Zore 4 s TApOttw ANCHORS As MAPUFACTUR€D BY H.TW, BwLOFx, INC.- FLORIDA BUILDING CODE (High Yaloci Nu cone Zang 1. NNSTAUATIO ARE OHLP i7� FOR BUILDINGS WITH A&0. DMM LOADS . �" _. - - f UP TO To .55.s. -72D PSF AND PANEL'S iJDICTla ur to 6'-B•. 4 1 rP, _ $ z mOm TATtea. axi 2D GAGE T;:ALVAYtZED STEEL STOR)1 PANEL . At Q1G£ GALYANIZEp STEEL STORY PANEL. N0. : * Ttl2EOD' We 20 GAGE GALVANFLED STEEL STORY PANEL No 44167 F.P. - 1/4- W X 7/8- CALK -IN ANCHORS. AS MANUFACTURED BY OEWALT INC, (T'r t5O0 os.t) � Ri RAtB� ,� Hoax Hotta. INC.Pam. rp, 2. FOR NEW WOOD FRAME LONSTRUCtOW WD00 MEMBERS 70 BE SW'DtERN ? : ' ceupl 1. RMALLADO NS ARE ONLY VAUD MR BU1IOR,CS WITH AS.D. DES" LOADS - � ("- .'k S �"�-- OM4as Br: - +1 PRODUCTS PAT'.- IE FE .3.)AUE !O AND PANtIMATE PLUS ANCHORS, AS MANUFACTURED BY 0.00 CONSTRUCTION �.^^^^����. �,n+ an PINE NO. 2. W/ S+ECPIC DENSITY OF 0.55 OR EDUAL * : ,(� �i- =� UP TO +W.5. -72.0 PSE AND PAKCS LENGTH UP 10 W-9'. _ * �_--' y �J� PRODUC75 {rm<zo71 p.x_T.) - ', Ia*� ��sy,.sNi,N, esJ3a(aa9° $1 t dee ta.-� _ .__ ''�'- /�/y GLOBAL PROTECTION PRODUCiSA LLC. oT/ Keoae = a ' LL oMe =�'O •,, f 1 L.1 '4 0 Hwe. aeoA sW. br STREET z FOR NEW wdg0 FRAME ca�TRLCT70N: WOOD MEMBERS TO BE sanHFRN �r °�D � �R1�� �` � BAIL PROTECTION PRODUCTS. U.C. ,t" "s}L - �q f w. 3, mTEET W.� p°E i A :�t GLOBAL PROTECTION PRODUCTSI LLC.�y iL ECOaaac.• t , : • PINE NO. 2. W/ SPECIFIC DENSI Y OF D.6B OR EQUAL. ,,, IDS., ,• Z woAL n. =1 a: ENDMRGI&Hg Mx,PANY . 1 au14_f20-178 - .;W a1N. W a.. nM n za, 24-T 75 9 .....• ` m». x.Ox'Adfl+ba AYwR,A. A sS,waa)ebe-T54q. Fat(: (osa14a9-B]sT ' as 14 PHOWE: (a@+3-5=�M, LB6137am.ORNNNre Na fy ,w , RSW pI-,a61 . T' . P0.9 m-1ms +W,s. a.auosN.20-176 4'A $S ti.. 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[�? 111' F - T.1`-v-Tr_r.., „-_.. , P,y. _,-r._,.�. .. ,. ..--.-s-T----^r 'i'T.'-T-T_S_ .I 69 X .1 rr--r-r-r-.>. _ 5D X 1' (LUm PAAWL) G141mmm PAIR) (IDEATE RAISIN} (YtiFAOR Pma) T-T �-.•.♦ ..T-. _ 7 j I ' (ENO PAT.'IJ I (LBO Pu,p,) (wfmro I+ {TN!Et,ROR vaFB� Lq#7�E(IBOR P (EtaO wNHEI.) { ' SEE NOTE Z 2. 4 BELOW , i i I i 1 I SEE M67E 2, a a BLOW SEE 2, - 4 BELOW NQTE 4 Bc. 1 1 - f SEE NOTE 2. 3, 4 BUDW ( f i i I I I { I 1 N I, f 1 f i 1 , 4 s` �- � -,-�y T : l 7 - �. , W , - , s fjj� i 17 i , i .i i I 'l __ ., ' �.� I t"'fj� �. - I- j jI } TfU PNidS ,Y I • 1 } j} IIII: j) . W I ✓t3%� qA PANELS W j I P 4' HASiF ;. , [. ( 1 , (. Ij ; I 74s3f3D2T/Uf8f _:I.L,_�... .� '_ '.I I'll _ . ...... _j {... {15F�x3rWRA„TiUTS _ x .L. .,.. ,, I� ,#. I T {� I tu .._ 1 _ _ t �_ E . -- I > • �1 : ' i SET NOTE 4 BENW._ - ,NOTL 3 I PA+NELTlNr (TYRO Fa 1"- 3'' FOR COIRYETE AW-I : SHY -I7' : - {ALTERNATE lAGtIDIN 1 It, i 3p[pAE O1 St4ET 23; /O0. WOOD T Y WAY i 4/2` T Tn• i. j,T, 8R} ,M,I ) A SEE SECONIS ON S 7a , IN1ETaOR PAA415' 1b , OR w/ OR W/D�' W 1J6T PN1S 2 R) BE WALLED A7 EACH W IAiT PANEL oT TO SAE NStALLED fi FACN OP{2MiG ST1N-L ALWAYS 7 PRff.'OED Wj OPEk+SA N.l ... BE PRib W REMk ARA#4DlE TQ FACARATe g)STALi/LTiON REAR NNaOLE TOFAOInATE RNfTMJAtf Y/�•,! IF #N1€NDEO TO BE NSTALLET) i7kON RiTf.NOFA TO HE INSTALLED FROM •,,,, : CAA�Tf.•\! INSIDE OF STRUCTURE SO" :1 , . T' INSIDE OF StRUCiLIRE EGLi 3/Si* - 1.. fw`1sP.LAWm 1--0" Wax GM I..s,/4' A- S* fiN' m- &W I/4•-Max: GAP --I"^- - -. - j�'� SEMN 1-8 E Zot mR �������� sour v - I- sGUE Si12" • T` 9'� = (1). DEFINITION OF SETVF. TOM: E - 7 HANG STORM PANEL SYSTEM CDINSLSRNG OF PANEL r• Malys . 1. TRACKS AT TOP A PANELMATE PLUS OR Ts' LONG 1 RI c 2l r E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANEL , (L°ART BOTTOM W/' PANELMATES ( ). -OF ,"i.E, F-.,,,,,,_� CgnL TrAtim TOP & BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECTED 30 NC SILL W,[LL MEANS Oi P IF MTYW iS' (2).(60 PANELS SHALL ALWAYS BE COWIW TO BOTTOM TRACK OTHERWISE A STOP BAR ANID-MATES Do' USED L / LONG TRACK AT BOTTOM, END PANELS 'IV -ME".' FtlJ a*NALi. BE PROVAOM AT TOP OF SUGH PRPIELS. SHALL 8E CONNECTED TQ W/ 1/4`a-.2D,wi 4 ,S. W/ 7/ r• x3/32` WING NUT OR T/4b-2DA3 Min U twro TAPPED �2 ( C7 AS (3), kF ENO PAAIELS ARE CONNEG'fED Td BOTTOM TRACK, CONNECTION SdLAt4, CONSIST 4F OESCF6BFi7 ON NOTE (3) EL, t/4"r2OA3f4' AILS. Wf 7//iO-gx3 32'WH7.G N1,1T OR 1/4'aie3/4' Min. THUMBSCREW OL7D SAPPED ii0TT01A 1RACk iT)ON O€ FASTEIIERE ASHY RE AT ETHER OF TWO (3), FOR CASES WNiAa tAaO PANELS ARE USE' UOINTLY W/ 15" LOwG (n2� AT - BUT 00 PANELS ARE NOT CONNECTED TO Bd1TOM TRACK EXTERKAR FLAT FLANGES OF END PANEL- ,XSTOP BAR ITT.- EE PROVIDED AT TOP OF sUCA, PJ3H4.5. (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (Le. A STOP BAR (4). FOR IFMIALIATIONS YTHEPI END PANELS AiQ SOME RifEROR PANELS ARE DIRECTLY S ONLY USED AT TOP) q LEAST TWO PANELS SHALL !# CONNECTED TO BEJITdA1 TRACK MOIllNTEO TO EXISTING SILL WN L IV MEANS OF PANEtAAATES, ONE INTERIOR PANEL LUSTING 5PE45 INOK:ATm ON NOTE (3) A38VE, IN SUCH CASE, CONNECTION GF PANELS MAY RE USED .#i##NTLY W// TRACK ((� AT BOTTOM ATTACTeNG 80TTOM TRACK TO WALL TO BOTTOM TRACK MAY OCCUR AT L, PANEL LOCATION., W/ TWQ PA94SLALATES FOIL 1r.- A.. $HEWN ON .ELEVA)ION AND W 3 Tll2' ux (5). SEE SECTION 1',. 3' & 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25, AID, EDGE CISTANOE. FOR TIYI5 CAS INTERIOR? PANEL USED UD Y W// 0 BE 00NNIEL 1tooC AMAryASNUIIUFFip#3M!}A SUON T'HATNEEDli1 PAN S. � B Rom,MEANSB> E ANEL)I F+A ,.w' A OF THEIR OVERLAPS RE7MNm BY 1-.:". .... `- , �' '. �yGEN FLORIDA BUILDING CODE Nl h Velocity IN cone Zong). �10, .... ND, 4 167 atom : EGo 20 GAGE GALVANIZED STEEL STORM PANEL vwmI" - STA 4F ¢= '' /R GLOBAL PROTECTION PRODUCTS, I.I.C. 07/7°�0'0 ��. E C HNC. DATE, )Y, Ws 4ffiIC sW. S, SIAM Zy DA: • Ff•V )Lp' . -- -'^ t£ffi'TAO Q b OaMPANY wi+E. R. 3St14 <0, '$ F � ;� /( ... nr. - R1a .. a w+n n.v,. PNII to .Imo -r34a, M-. t°st)BrPg-gmT 20-176 y. sS'I LzP i,. ♦"` _ —N SIN) A NIA. I. • PM A». - pp " .x « teweu, wwdWprF7 Nor -/AJJAYNITI. LNLAP.ciiN./SNeitniiS; 6+aE... ,WAL,Egg i 71A,. P.E :tiA aiar#a _ _ ' mHgET 25 a Se (= PANEL ] INTO EQUEED CONCRETE PaoE9 zw-a-e-L,�z Y` OR CONCRETE BLOCK ,---# INUT �� \ NA � ffi --� . AAt{41• INS ON >]Rf i6) 1 A.. � � 7 4 � t�///P�)a� St"Y 1T5, -•��♦ \. 91DN0 YMY a !Y eC ­11EA � � /T.N,- EALS ao DF iA. or ow f W--^•---R v- ---t' w PwaWU 4W/GE,E 1 :":, t 1nr sus ,robYYRCfC I CI ti:C L�OLTAL I A w �115 I '1 c 55aa,� \ \ - `t..e I F,t flRr W' MJ XtAl )tla," ALMS - OLTAA f a ISeE 'j � NpYa aaDNi W ". �1 4 1/4Y- „• 1 EA gO M I4T2 f - 1RIaS -T M f.6 1aA0 A5. Hine i. - 5 i y 1 1 1 •I a LXO W 1 5 11,]IL I v'r awn. so I 1 T 1 St RA4:T • WP,AE,H i mw D 1 ! A} (4P-O @O 3 us w T,ra -_.__. 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A / �A! 3' sECTK)N A $Cµ.E !fe=1` ,�, / E q Wem , 4aOO� [S eATAL'A"a" TYPE ON ""I, 21 ..',����R .TjK,% 1.1 -__ -- 0 j :>�Em omam6rgN a FCRw15• � A DDI M MDVNT11M �, - ND. 44167 = FLORIDA BUILDING CODE H(h Yalod Nu cone Zone) A[� \ IA CIIIBRKD . ANY TAAY 10 SUIT AAw ° 'o _ - � - STATE OF ' F t4 2 z' 0 nL '' 20 GAGE GALVANIZED STEEL STORM PANEL OEiA1L S en.•s..F. i 2' 1•' / vlEw EO.. €ta Dema sr scM) DN �T x �� d ••• aA ��Ngry O1f78/lD3C wl IL ECaEate. GLOBAL PROTECTION PR()DUG15, U.C. Imat STOW I I4 ,ASAA . EERR14 r T'mrE N.. aa1. s, «. sA W,Wew earpaA: e.:nits "kL, (°St)ON-7p+a m (.".-.,. 2D-170 w,s r fAW1 A» -taus .Yar , <� er,_w, TKPwNG Na Pi. SEAE/'AOMATUREfOATE.. 4A, . 4mW.. 4w u 4 0— A.ss. W-OOD6Tie r msR.,aT x NALtm A l- 7MIAET 24 a m cn-I.., L. a) (D (cD_ �a CD O U) CDL (1) =3 m O L_ 0- 0 W ''^^ V/ L. W FJJ 2i Q z z Q J a_ SHEET NO. IS 1.2. ____­______________ __ MUMM AALD. MMN PUMME ]RATING fj?A.W AND .... WIREVIDIDJUG j"wm PANEL LENM = WfEau MMIUM &U- "Mim EBL%%K Um , I RA � � -_ - - ANCHOR EQK =E3 1=4= kZ HM =m PMEL (b M=M SPACING SCHMILE M IWA"MRS 114TO QM= i 2QW= A"K S1IW= A -_ "I . � ���� r � . I I � I - LAI L=_j -­ I I I I I I "I I MINIMUM SEPARAMON 'I .%& I AMIUCABL4 To I arIVION wx" mcmuRG 04AW " L D. - 1 1/2' " I ARRICARLI'm , DWARF I _;-= TO MASS SEr"ahs I I PRESSURE TAPOOMS I CRIA-M I feNCURATE Moor 0 PAROAKIT PUA 4,m,,T%4,,,#4, WAN" PPIRL I - - RATING UNM v 011) .GCO. _7s13 1 WORMS 1 2 SI/16" I BOTTIO . I ,,,�,� o,�:,,,*.' ra Comm" To CaRmor 1, ,*,,Wm 70 TO ODROKIr � WmEmr 12 aLOOK or THEN, 01-11, 10 Comorm .�I, WE ___ 1 __ 1 12, MIA 1 12, 141A 121 N/A 12* N/A I, A r MR) I ___­ W OR LESS 2 7w I 11 11 I r 41 .1 - ". S. A, O' a, 1. r 61 4. Sm ), - &TW14#;W"SFL *LS & WRONAIT AT OVERLAP & 4M OF MEL UNOTH - ANEL . -;:- - - - I V (summ) ". I!r I i2' 1. V r . — '' _ __1 '' — SERUM Iwo +4 R/A N/A f MIA N/A I N/A N/A 12 1/r IT* v (BOTTOM) .66-0, -76-3 1 __; - - 70, OR LIM __;I�A, _1�1410, 7' N/A f. 112' -/�' /'Z IT __:� _mp, I N/A 1/2" R/A s (BOTION) :E=/­A1 _!2:/A _ __ __�_ __I_L_ . 12, N/A ir N/A 42, N/A Ir I N/A 4* (Top) I .=_ I 1 12* 1. 19, I/v Z I 11. 12, 1 I,. I A. =wq-) ��__j A, LIMITED TO B&O ;,A,L A�S.D. DESION PRESSURE RATING, 4SIX SHIRO 2% FOR AACHM TYM & SPACING " INSIALLSIDONS INTO WOW + ROOLARCS 0-A, DWIANCE OCTWEEN DOTTOM OF PANEL 9 - TWA 001,04 AND (2) -to Ile, 1/2' 1 M2A MWKX ANONTA SNM45 00 TAMMU4 ECOE 0506KE ARE 00WED ON TVIS SCHMIUM FDA 1,0, LESS RAN INDICATED ON SoMeLE RMOCANOROR IF&CM OF AXMKVK SPACm SHOWN' ON SCHEMAK BY THE FOUAMQ fAmRS. FOR THIS OPERATION' 10 RE P09MIKE, NETARaD SIMONS WAINES USING FAC" SHAU I NOT So UVISINAU 00" WANNO INDICATED,nIft EACH ANCHOR "M At Lsg2&_ � _Rx"c"S IV. 4/'4-. 1/4-o 1/4'. ++ swum DISIANCE WrOMN DOEW Of PANEL I 9- Ammm _j/ 1vw WOW ME �!J�m!� am"_ Am <D To DO 31ir � -1111, - At, ma.a. ."aw III.) 3 A A 21/2 - eww.vr� 00 j i I __�__ po� MW - -_ M.A 00 3 3 i/2 a ,/g 4f I - ACOA CA VW Acm .� - I'll, � I - 11 1-1 It - - - I 1/1� I - Alko !! To; 'a � ______z 70,- 1 IA � ____2 1 - MoIA00111f si, 00:Z � �tk�4^, � _,_W. - - -I$. �p .41� �Nctms,t 1�'. , �.* 'I- ,e 0 , L -1 %_ 1� FLORIDA BUILDING CODE (High VdIcCjWjy Hv cons 7Ans) z .* �� I , a : Nal * 02M vm= 01r. I z : ., 20 CAM WYANVED MEL STORM PANEL FPI * , A, I A! I 04AWN of, I� ,�, �'% S f- 0 — o"A"A" stwt PROTEMM "ONCm. =� ;I. r ___!�`S X? -, , FIp" / 1-mv =_O. - -�\ %10,0" MIM'Sw '­`AII '01 NAVO-O" ' -LORD FAHIM-2"s, ro. "IDNA-M 20-176 11-7- "�:_� ­111M - — - ,� floorso" —,""mm _!��*, . III ", . . sow Z) IN, IN, 11 &Ak A 9-7 , I - I - j T 1=;-k'- . COMPONENTS FOR REGULAR,Ug SAFETY A E—Z HANQ STORM PANEL SYSTEMS (SOME 1/2-11) ------.-�-l�--------'L,�---"-'-- ­­IaI2S' (TOTAL MMH).-,-------,---�-,-------------L--� � --2.lw--- I 12,500, (EFFEIPW WmTFA___ ------I- - - - - ­-.1- I , Iw I 1/4-0- - i �__,___­__'___­_'-_ i F-1 250 -_7%1- ;M SMOZE. I I ____� , i s t/4- C_'­­_'-­-'-­o 1?4* (Typ,)--­_-_­_ � � r- '_ . Wt -L �/ .'. V, 1*4 n. L I 1 � ",L�,,� T.2W � ,I i:�� � xse,� 1, _I,x$O1_ -low 40�1 � I � 11 1; V� rl�=11 -, I I I (Mk� IS IWAINSM) , I I I I I � I I � , 11 01w,_ � __V_ . 11 -7 ', � I ji I- I 1 15 � �___ � O' iI o4o. .2501, 1 --, I � I - � - -4 - ,,'%,, " 1.315' � --J,t - - � : e 1,61- " I I MED �p) , . i 1�ow_ - L GE rw, i I 11-1. ,pir -At 1� 1 �26wv 1 1 . I ­_ I Ew i I I __ _____j -,I � I 1 JLvW i - - OETA& A to � � 1.1.1i , i zw _�_11 (TYFI-) ___________ � -------- -- - .3761 i-j-'A 11 T mgm EAM I -Ilw-- OETw A- lc­-2,003�- 1 --I MRS SHALL At INSTALLEO ALAMYS ____IT38r___1 FROM LEFT 70 R*w w/ I/r LED AT 01C AT LEFT SOL OF PANEL (�) x-MAW (�) =JwK (�) NO am ;I-11 1-1 -o`,Fx' Q�WA* Iminj n�_]F_PT_L�� "___� �1�1�� T ____��._ I to Sm L ,, '17SI, 4'e W1 NEWED MCIE ,, ­1_111- ,--,I i f-, 1, 71-�' � RAISL , " * ",� ", "'Osr "'�,� *O,W � � -1 -�, ( ,- I - , " 'A "I � j oln�j ,�) , I - 1133- � � - I * , f, /4 , , � I 4- , 0. ,-- -,I �_111� '1� " _�, ------ -10 �m!F,7_ f11, %25O10 �__ �_�___ 'k1___1__L ,, - � 9 _'_1. I I- �__­ "'I'M, L� I -I I ­ --- ­2�59L'__­ I �CAMCD -1 ­- - - ___:1 _ 4 //__ L Ir � i I- I -,f;,,__ , � - �._ .1 ., - . - OR (y) V­­ , 24W -- , , � I \1 I ____1 i A ,io__Z�_:, ", -.-,. f ... I immm Y" DEWL ,6i, - ,�_--- I ROWN00 CORNER a ENDS OF PARET:S f - VA �m* I - � I f � , tN�h)(MEO MISS ,w ,1w END UP' IN/ L-1, , �(� � � -2,3781---- T.S xs'! � � --­,�,- -__p,'4 oarm JAIMA&I � f � � z6w f­ � - f- or Ame r _UTI� � I . ,057- � I (�) (�) I= I 1,7hv I i �0911 -, -m . , '), 1 ,072' 1 � OW-) ; 35-HIS4, Awm� ALLOY HJU -At-ftM L I _ __^_� I I I -1 I .six SHEET a FOR Aoxww I I I - � zq4- - I Im. __ sir I L � MWIAXIONS IF SLEM LENGTH, IS I r� I I I t o%I* I . - fWl L � ONLY VALID MR 06TAM74M MIS I � � i __ - I FfW 2 1 /A* F__ 4 - -) I L I WOOD InKtOTURES, i 1,2SO, I_- � 3's' (i) L- (Typ . _,�­ � � � � --I mm, 140m I i_zj, 1 L � i I r __­� --I -2moor- ---� T,.,w _ ___"_ ;_ 1 3,1w -1, I_ J� i . - � __ I I '141 .06v A, aaw�', � I , . . (M)iI I -,-,-R.50 ____ 0,11aL "Oplo L_ . I!!, I 1 1. I � 0-1-1, 91,*r 1, � � I i — j � (�) HEY, PH! ff" @) 'U' HEADER ____,__­T-MjtIL 10 S. k­­-­ - 7 1 i i , -­-z000-i f 11-, (R SAM-r-MA& @ OjLmm '6�w (Mint. 9 us"mm w1vh; ,,,,,, 0 '374, �___3oao­i3i4_;�;�, 0801 T I * �:_IQN. 0 I X w1w I I . - - ,�,;Ew ,,I�-,;�� � I ____ __jt1w Ii___, I . -- am -,. ,Vtl (USE ONLY MR IE­Z KANG STORM PANEL r- I f . �04Z - SYSTEM) OVII ALUM, ALLOY � F_,___xT_1__,?"S ; T �m --,,.,, A*1`1 " \� Aye -I..., 1. 1 4 1 - `7, � '_1___,j . , �� : I " -. it I� I - �r r------.T,-.­-­q �` , 4067 - E FLOW IIJUILDIMG�CODE L�D"_Nh�,tL.l W Ono Zone) .! f : W _ . !ML, �*"-1 IN L .1 � �_ o . 1125, a - - 11 ________ - _-I Ru I r 2-040 +_ , I i� 11 , - , i .It w F,A. 11A , ;�, I:& ImIZ, * & - + ­__ * * I *o, 12r % ,-,, 1 Aalm X&M W_ I . - � . I , i 24 GAGE GALVANIZED STEEL STORM PANEL t __j , oge* -1 ___f-iii, - . �r , two W, I L .1 I WE OF 1�t __ _-, , - cm L_ - , L_ziD " I -) 's tm , __ SECTIONS --- __; 1 - , 1�501 - A � "N", MITZI � � MR, _. Z, PROTECTION Mmms. Lte. ""m"m -:1 L_ I I !!L � AL Ivr a ART 4601!M 613W IX... _2w , =11.! 2 I - Mom-m- 20-175 @ WU_-JW_*_r_ (R RIJU-01,11ALEMCK @ & J�� WAUERIE11 M2W I I ft_,mWh­o-_IO.4�­w molt Osom-'Mo w 005,AW-7- MOIRA; - CA� =;T- -.I � IIWtI_.t � "I ': I IM15i ANGLE (ZAMAC a ALL" r., �_,�_. A =im-UL"�S­-, 1::±±��� � 1 i i :� ii: i I , -_ ___ - , I I - tWALLATION DETAILS FOR REGULAR PANEL (j) I ALIERNIPM VONORM ANCIAM I-OCATOM ,�ZE -:- STS =, txanw FIGURED, CONSOM-_ 2MM111" En"NO POURM CON , ( a .9 __1 0) OR CONCRETE BLOCK SHEETS 0 THROUNA lo� OR CONCRETE SUOCK 1 � I I WOI.1041L. I Lm CONCRETE ANCHORS 11", �-----", 1-511=71 N ISEC So, __, 02 =1.01-- - . I � r----- q��r _-__:��;�'"'­.Xvmml F ,I/*- le 114, , AX, ,�: � " W/ wo MAX 0 'M I I " j----­--­I # CONCRETE ANCHORS ale, i I - - -1 I (sm SCHEDULE ON---,,--- � I 4 I � ___ ._______, i I I t SHMS IT �,_­ . __ r ! : I a : - .0., � v I.� -,wfi,114 1 A_ , , I I,,,- 'I'll I �X� 00 I PANEL LENGTH I R I , � ," a' I I I _01 I i I � (SIDE WHODULE md, � I � ON SHUT 3 t f4___ 1 1 11 ft. FOR SPAM% 01, 4 _(D i SEPARITION � At SCHEDULE I , -v-.;mT;t0 � TO GAS& ; ON SHEETS IL._--_,--- �, i �_ - � I � , foigra � t f I SpActo F x I ON I'D SIAM 11"--" � (SIM S49EMIS ,"/�4,11 9 6, j; 4 , = "_,, I ( SCHEDULE ON . I k. .1. Ra I ON SmIry 3) �, _M. �R ­4___ ­1_­­_­­1_­_­j ILI *w, i ,-- j L -, , � SHEET V M"� ,,­­ �­� = I ,I PANEL UDXTH A) L_1�1�1 I � � -_ 5w- I F PANEL LENGTH! ' , - UNM CAR Ir T ­11- i (SEE SCHMULL ­�__ . �, , - , --r I ON 'sHrIET 13) I I (SEESCHENLE j ; - ­_ ­_1­11.1­1 I al.049 I 11-- _­____ ­ --I ON SHEET 3) 1 .---4 i I - I TO CLAM -, T -.,(D ; � __ I I - - -- i Ism SCHEOULC � I L____ __0 � 11— -1 � it — � � i I 8 ON SIM 3) I OF IV C I i I I ; I I , .11 I I k 40 -, WAX I I^ 17- i � ; 14 I 43 i 1 I sox 4 , - - E20 1AC - I OF -L" �� 4,9 1 �� 0 0 121/2 - o-C, � - -------- I MAX, i I ! � q � I ) 4 I � -111, r I I , � , _-t, , ; i V4 I i �, A , i & omu, L, I-, --- i ___ J__ _J � ­ 3 h t'w at, I __�=11.i 1 I Q i � i ----T--I---,,---L----,--,-�L�-,-,,-j RS_ � CONCRETE ANCHORS 7 CONCRETE ANCHORS ___, � (SEr SCHEDULL m , - (WE SOKULE ON - I ... ... k , " , D�_ SHEETS 9 THIRWOH SHEETS 9 THROUGH I I'll 2 )/a- LONG MAIL AUJAMUM OF WALL OR SLAB 10) , 4 - '/' L.- 09S�� CUFDI -111-1 . � ] AD t,x AOX� VALID FOR /I, OONCRIFTIC �� ALL DESION No PANEL --901: M146MRIO.11C I EMITIA4 FIGURES tomoll I REQUIRED- oft CONCIREV: BLOCK rT,_ � LENGTHS PUT %w 3 REQUIRED, � MAX LIM ALUMNUM SPACERS 0 1 11,2 i/V OC, (SEE TABLE #1 ON m_ "Im * 94mm a & 10,) � - n,tJING ,,11."­ le,es- - M*X.3 1 1 no � - - -, � _.wAm&" . IV, ww O'NAIR00104%, L , A.'r/Q��, 11 �'..11 ... ­.1 */1 � ,,�QEN,�j%,a? FLORIDA BUILDING CODE (Man High VolocRV He o0ve zons)l ­ �_ __ ��, aam ZcIm me. I .'. c.44167 ', 1 24 GAGE GALVANIZED STEEL STORM FANEL IrAl __ - __ - - 2 � * I'*- Dow M, . * *. , s ­ Z I r . I _"��__ ED. - EDGE DISTANCIE �� ffT=:7�_� " 1110fco I MODAL PwTECTm F*mm, ut "I'DIX", (SEE SORECUT F ON s -?3'". / '60 sx III sr TOP & BOTTOM MOUNTINGS CAN BE V& �_ ­��i;Ii, - A� �TTC,%, j,AR I pww 20-175 0) COMBINED IN ANY WAY TO SUIT ANY �Kl , 2 I. � v SHUTS 9 & I INSTALLATION. �,F;, .t.. - _ ONA)M-73M, ,,A&- Wpa,vw .1 -6. I-oe"N" I" 1;W-00ows - WALUX � I 0". W " A &1'441 P�r 1 � � ��� � ! ! ±=i�� - . --------,.- INKALLATION DETAILS FOR SERIES 20QQ & I 000 E-Z MANG STORM PANEL (1) INTO EXISTINO-W= STRUCTURES I - - �P­� ---,z�� 1 I/4-f vp sm-ft 0 v, tFC. W/ .,- ____ __ ��, -4 " , 7 - — - --, � . I I= r9wim PrAmom I , 4 .I, U., 21W WOW ;7;i___1 . �_ > - 1/41 a I X _,� j m WOOD �GIOER, I r 'OURED � I r ft 11� I V= WRATIa. �' I 1, I I ON Cox I � I -70 COSMIC WORD MEADER I I �� I RAT, ea, I 1� ` ­�� 11 �i .1. . [`�". / k, �,, 1 III 11.0, $,44� , 1, � %, - I I- / � 4­tD, I" 11 11 I 17�71 I 11 " 4 Q-,(, fft" 5," A T-11 v Ok END Orw I 11 _� If " , 1, / 11, - - - CA- "' ��, t, � .1 " 1, Wtw , , 1, � 1 Ir �x 4 I . ,> I , � I f , 4"UND Of 0 I'll 1 v 1 1 I " ,,� �, 9 � 11 01 I V` "I W/ #14w &x - I � , "I , N 1=1. MORMON I , , I . f .� �7 1, i I . I , , I I . I ^.1 rm tw W - I', - vr%20,�,-Tam � , , , , � � �Iit, I "l- I il I/?- A, I , . , I 3001 It - KIT I �_ X, , 14 � WINIT , or & "it= 1 rmw - �� �� ,St. DUAL 1/214 $ �� v � i I- L vla � 4"," cam, #14.1'sAIs, I - 1, 1 , I ti _,"m - , I _m � rfx fw.t 'I I k�f"`Hh e *Mrmw 0 , I , . � 'r�, , 63F]64�� I I - I � I . M DC'm 1/24 A, w',,,- I - - - - - - - ___i,_ I F___�D .0. IA T-7 , I § - -7 .00 HVIDER TEOU00 I ___01 2 0/w me, I z=;1) - = �_- � .. A - SEPAR Nom- "' I a A/Ir W. , 1 2 7 -SOPIRATION, I - - 1 g --�,-. - �z--.,- z,.- I Sw, 10 SLAM , y 2 1/w IA, I I . ;�11C,OW &1EXA- 9 V�!: 1, --- _jEPA,jARQN_ ; � I I'll -_ , EVERY MATAP a �� -I--- t/,-�,?W/4- -11 To 0.01m I *_toAv41 `S;N I IT / , � 1� scv&v F/ r y �/ g _-1-1-1 t 1,10111=4 , I =p � I - 2AI4 .'" - w I , I - - I , TO am, 00-- I i 0 I / - g 4 4 � 1 � -1 - - _�_, if It 'I 4 I d I 41 #- I I � 9 I I r , I � -.k- v I I I v j I 11 gE V � 9 :1 �� , �1, I if I gt 0 ;, 0 T ­ � - � - g �g v I 111 _� , �. eE — �] *I ! F , _j�_[___.] I , ui� �, I - --J ---I I I 13 T ��, I I i I I * - � 8 -"I I ilw* A40-hu'lit '' 1 MAXE ,It " - - -Y§'ft'_ 11-1;av - " 4A PANO*ATE -LAI-' W1 _J -0 L 4 , ,I: 1-i I I I , 51- - -] 5 � 'A I , 9`4�Run IA Kww,� I 1 - � I ill ; ;=14A:"v1 011- I a *119 lgt,Xf� W�7_141 iI I-1 - �� -4/4-flApummoror, 1*44 � ,*_ pu.41 " i I I vace i �i REWIRED q 1 " IF I � I � � i.,a T I-,- . . mmaw1w - w -aww - RAT on wa � 'Nw '#-1kW14' ��T & -1w. " ,Ir g �,,,, ," Ke� W/ 71t`W13Y IA WITAN) - �')!L.,��,� mc.- v � R A I I ..-k-A.- I r 01 �,! # r ,I I I - " k IN 11 11,14 IS�IC ". LAS smo t , ,klo =1 .�":I .1 'UN4, � � � - & �j I I a , Mo IF mmo 111w I. I" OF PLAR: . L, fm Owq ON SCALE 114-�%� � FLF, CA WED 181,21 �, I '\� - w,92-IRM 16' LLMOR I FLAT - � -, I � lit,- AIJER"Jig 1.'v I 9 I "^IN,I,,,I­ � ". , ' ­ � 11 ______ I � SME I/r-1- �,j � "I � V. ^-,I.^ 1-1-- I Ammum I - sm, I _ __1 - I I a2aILM-0-f-, - - _� - - ALMAM Ow 1, %S�AUATIGNS MIE014411 VAUV=Vw awmi" LOADS i� L j ' 01440 . " SCALV. 144--f- - "" I 4 0 jtl" I UP 0 sr UP TO +66C, -I&JA WANI) � 4,!n!,%It rtz�f , ; . sL , - sohm I,�A*.,. 4 FOR NEW WOW FRAUOL CONSMUCTIONLI WOOD MOMMERS,R) RE SORYOR ­-, , ­1 �,<*".-, .,.' p*;E N., 2. W/ SPEGM wism or mss OF V-01041 I m O,4�� ,.- %yf�bw,ye. v � � .�11 : I 0 , �? I - - I &- .. ._,___1__­ - FLORIDA OWLDMG CODE 6h V61opffy Her , re Zone) ML-I& z,I - _____ __ , " . Nu� 4 1 - aIn"'N-vem, #m 20 GAGE GALVANIZED STEEL StONji PANEL 1p. -3 **. '*j Wah ft I 'Nu OR 2007 MTNL�l IYK a0fu-meAnx. Mee tw wvwl�_` a, -, 1_� - �, - ---------- - � sij�*� - ' - - - MODAL PROTtiCTION PROW07S, LLC, RI`w.," I I � ­ - I � II,_`4 -/,7- I. C —0m. \ -------- - - I // NLT I ,�Orr_=�t_-I��­:�_' I I � � I __ "I ---In a _1RAW%. � �, �. t� N� v `m.*Vv;iZ - .,IV pll�_ "I"AIRO-M,04 fw (SIM)NIA-Am 20-176 Top OF ock"T" IN ANY S91112MOLA-0 ___w 1110 - pr Z *W14191IT / _� - V=4104N I My T&O!Mi&!� SCAUS 1/4, I, I* 144to-1 "r DR004 NAIT - 1141v,N,wf&m OF�Jtq - - I - NOT � SHUTTER IRAVIS NOT SIOW PAR CLAIM RL M ,-,-, _- * 1=: M41. "I 'I-- - , I I - I I - � =_ =__ - I , , ±==�___ - - I.,-..--- ,­ ____ 11 11 - --__..A- - - I --- - I I I mat I (�.B4O-Amk caftleftm *2/4 +1 /4. 3/4, 4/5. 515 & 6/5 MAXIMUM SINC41 PAN L A) = ONLY Em muw 2 m I W/6, 2W/6, 4W/7 & 4W/7 , - _____ -- ­_ MORRIS (SCS 904MULE ON 2r MAX 11 I (t% �3`MA?�___.___ SNEIM2,10411) ­­­ ___,_._______- I I, WIC I - I I* imit,-I SINGLE LIANE15CD UNIUMMAM -WA 4 a , , I 'I- I O I, 41 m QR. * I I I I 0 o�wiZ,(�)� 4, -T-1-7-7-r-1 --T-r-r, � I r - 11-IT-TI-r-7-7 _r_j__T _,__­T­_1 wm_�� -­- 1. III, - I � I 11 I �f � - I I I � 1 � I T I ----+- - �__�__ I I � y / � - I I I MAXIMUM PANEL LENGTH -IJAXIMUM PANEL LENGTH (&Oorg I I )"I, � " � � %+' OR -L-' (ft.) D %+- Off %-- pq 0 1 I el ', I I � � WXARJM - I ,.Kft7T 1k *Ow wwuM4­ki_iL - , CONCRETE a WOOD I I , , � i I I ... ffrstr" VIESON i -L-L- "I - d Ii, __ - - ,�-,L____.._-1 -111 il � w PRESSURE RATIAr 00MUATIONS, t PFOSU " , I VIP I I '. ­ -_ --- Vk � -) 'F­­­ I , , (p..'IL) (+ --- (P_,T) + , " I � � v f T-1 I IW�%, I' 1--, - _L_ -1 I I I I , - ---- -- r Roo - ­41-4. ­117--o. MCI W�4�_ � - f3w --- - 11 � J z___ __ 1 , -- - - , v - __ '7 - %21�tol W-r , "I 240 - 41-0- -71--16 - E10— __ --- _1(w I I --I I J i 11"o* lq'­�r - JAC I I'-- 10�7* 1 I " I I - - - I - I - L '711- L11 - �__ - I ;, , _-Ino- LIN PANELS � L:, � 4 I'CA �'-_-, - 0-04TED PANELS W/ 40-200' 1 1 -,Me lv�fa* W-0, 0 t,0_101 pl-e (SEE SECTIONS AS �' e 11 S�& MS, DOLT N/ 16 0 - --- � 4MV W-1, J-_4� 1460 C-01 9 1­1 - APPOWL0 , - - - - 1�? / I I (SM SECTIONS AS APPUCASM � 4&0 -4: - � ... 11 - � - - - - --!L- - __!�!� _��___ --!:-_T, _f:n- 11 I ,,�'. ­ 1_1 I _1 I - - _" I il- 11 ­_ �­k­ - - J-1 11 I I-L-] -L, L, 504 91_1� Ir-4 SMO __ II - __ 11-1- v T_ �, If - .11-'Ie " " 1-1 "". i i � 11 I 1 '-']-' "�L I I I I I -1-1 " , - I I . I I t 9 S&a OI-ir ,,,-#, I i i ____�,_R`�_ I-J, --77--r, .Mo--r- __ I 1 , , . � 1 $ 11 ____!�D - _p - - __ ,r-o' -I--&' I I ," i I' I 1 ; __ _L__ _2�� ____!�O_ _2�__N� _n:K- I .If 1 1 i i 7ao r-e - - , � II-01 70.0 - 7�,S -!:-I, - _ I ! 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CAP .- "Mo __ - I sw-T' I - - 5�-,- Floo - z"r - - Ow CAW -1 AHOUC MR41:4 fl I F&D - IV-41 I'li-0— ______T_4_1f_F_1 - � L - v fil L 1104 - - 4'-s' .A CUD _jv , i i - 74"D'K��\ ` - I MINIMUM ZFPN1A%XT0 CIA$$ SCHEDULE MAX, DO � \--/ ; WAWV ; ____,_____, —, `�� I 11 !QT19# A —A !­(j) � � � � am& , who SPEED c 770 ­O�N WIND WIMID ;, 170 MOM � IT IT)ICTH �'-*wmw --Gj;�K-p eWREsYPARNm mvmkw J01"m 'a I - - 1)(1) L+t QAIWUN ALLAMAQUC MIX LENGTH F , , ,0R A OWN POSTYK ASA 01 " 1", - ­--e-_ - - L­ 9kV ALIUSMOLE PAM Moof FOR A MEN NEGATIVE A4.11, DISIGN LOAD, "O OR LESS I- - 5. 5 i/IV, �S : �zs TO So ,� . (2) PROWWRE IV DETERMINE VAIMMUM PANEL UUft 1 7 I/e 7 1/2, 1 tm A PWMVEA,sz� OESrA LOAD DiTERMWE MAXAM FARM UINRDH %** FROM 00AEOU4 ;j� 10-14. - --- 7 1/2" M , , ,7-- --� L/r 0004 A NrATK ",D- *MR TONS, DETERMINE -*9UM jaUrN *t,-W'FROM L= ------- - - "AIL MARIAM ALLOWABLE PANEL LENGTH IS COW To THE DET , RAAjW BO 11 1, 1. - BETWEEN -L+� Me %­. I I =/r Ci) SOH9KAE SOON WK PANEL UNGIN PORDSW ILAwn(NIRCIR. I I I , , - � U011w.wkwF - "9104ATIORS Kno WOOD ARE Ummlo.S5 P.0, MAX &SO, OEM PRESSURE RK 1� I'll Z _ill! 11 ------- , t fiziewifil 0 = LOADS & W. I � 41 to A; IT FOR MAX. A,S41 PANEL LENGTHS FDA I �� . - WAN SpAmam USED, I �. - - , , , , .,iw, I � , � FLORIDA BUO.DINIS CODE ( 01 cc one I I f .- - -­ - ­ - I � - ` i� amo; Im". TIK. 24 0AGE,GALVANaEv STEEL STORM PANEL f1p, !*f 0.44167 1. MWW w, I , * . - .— — I i T 07/V/M 'MZ �, , TF.;c__0 __., \ MODAL PROTECTION PRODUCTS, UX_ � I 1; -,* ", TATE OF '*, :��,_ /TIL — I W ���.,___,;__ 1, mW091w � . ,Q�41*�,q�. 11,�!�t- ..�'2n.m.m.10xTV% ='. ­ I 1, ,� 7�>— Mv. - � pm!=%;�Vvo an� ",ow CAMOW,sw m omNFN%F­m7 ,20-175 I __ �11'1 IV 6ku - C-0001UH) -, ___.*iw__T____ _T_.A_.1 li."Ooco -I low mvwm 1w, ­... __ __ AN NIIi*qK,----,­ I I - -----= &I tlt.pz 'm ;' I � : � � 1, - 5 4, . ­ - I I . 1. c": '. , , . . - . b I .� �;L — — __1 - - - ------I- I I MIALL"N LS R REQ-QLAR PA "I 114TO _MD 5T"JURES � , _1 �, ­­1 --T­-----v,—,I — --,------,-I T, I --y- 77 �, ---%� ----- �rr -- SVA%kT*N I - " '__ IV 11 I 11 F I ��.i�� n - 11 � <1), i ' - _' "� _­ , .� I WOW ANOHORS �, �, �_ ill , -1 __ ­ " -to ams. _­__ � , ", !I ", " �' ", IV` ill � I , _r � ­ . . (SIT SCHEDULE ,4 - ,- SEE SCHEDULE ON ; � " '1�1' ­ f C3) IJ4 'Aw � "I, � , -, 11 � NAM, SkIt f ON SHUT 3) It , - _IMIZ� A. �1- 0 , " - , - '," ,� 11 , ,�, Okerr it) 11 " , - ,�' I � - '_ "' _---� ::]:J11 ` � 'Aw. 1 1/4� oe� -_ -_ ,:"; I - 1i , / , I I -I-- -_ I , ==-7 , - I : -1 ? \ ij ��Ij I ,� k " it 11 I I � `9! - "I I I M, .1, , , _________1 e�_� 1, - V Mao, / 1, � " � 0 ---------t PANEL Lu,Icas I 11 c "' ", -216`1 WOOD HEADER 1._(�) ;� � j w f OODD ANCHORS __ I � I REOUIRM I LF ON -, I _f__ , (SEE SCHEDULE , � I: 1 /4. I I _� 1 1 W " i � - ��--A � ON SSW `�FCRI I � , , " I = �) I k-4 , ,# � � � � I I 156X BRACER ;I, � ), ea *" �, �� � I OF V � , I ::�_:,. 1 - I I �L t/2- - 2 I r, �11 , ! 1� I � Umm 4' r-�_Ij wx " , ", I " I 11-111­­­­­­j W HCNCEJI� - , I 11 i � � L F", � t I r z- 't � � , � 1 ED 7� , I , ROWD �', � ,,, I � I �� �� i ; � I � , � ", ,�, w i ____��­,-' ,� I � �, � ...... , (IT " I � �' � I \ � j I-.-.- I, � I " I I ; t i I ED "I i I _c ,--� - I i Ll_ Sl - I � I ­1 � I I I � � i I � I �, -_Oi- MAX. QMC ALUMINUM SPACERS j 11 T/2- I I �"_�, Ac, #I ON SHUT 114 t mr, I -j- I I � "Sm Lou: - � i BELOW I" UWAT"s FOR 11 I � � I i I Mxx S , v i I 1 112. LONG sim-S. ,T� um I 1� , ` 10 . , I� L", 1 I PANEL LENGTH �i "k, i� . , I 'PANEL WIDTH " I 3 I ` r MIT I - - 11i, ( I i IS- � I �t____ tl� ON, SHEET 3) t (Ste SCHEDULE " � MIXES FEMALE 0 OR PANEL MATE -1. .1 __.: ---m I I ON SUM 3) A ------ I- ON SHEET 3) I'll - _=,_4z1 - - ", 71 -, 1� (SEE SCHEDULE ON SHEET %I) �1 I S" ­1 _1_.. -1-A- " 1/0�2111' i " , 1� , 11X1 _ _ � I'll I I -1 _ - I , �� I - I" __ , Re AIMa. I I ..,&. ; � � , oa,rw) TO %AS5L I . 2141 WOW - _� nunqs I � , - ,-.--. ­­ I Rl-- � PLATE RE20RED I I SCHMITZ- � It- f � -M � I --�j) MASS � Im I 1�_ - I ON MET �1) I k - I i 1118m 111010 - I-,- __ I � . -V I ..�­­­ 10`1_1 ___ ! I a , 1 1,­ --j,t5A � SO" vi-1, _(�) I � SEE al�p ON SHUT I I FOR kv, PANEL LENGTHS & [ SOX 1 I_ 0 12 1/2, ox, ,­� I I , A OESIGN LOADS MO IHIS INSTAUATION. I or IT: I to -1 - 11 L9 I I I I �@ MAIL , f- ___ � - � I , I I � i , = , A to �, 5, ti 717�- I I .. � 11 0 Iz 1/2' ux, � I _­­1111 --------- _t 177 I I I - � t­.- 4��o I I I , � �, � i I ,,_, 1 " I Sit- ,� �­ ,,- g, �­ , -, -, vi I � - t 1 1 'ti i �,, I ** bwL_ I +_1 I __ .�,, I -, [ ,-, , �4-,,�� _ WOW ANCROPIS I- 7, , 40" - , -, ;,, STAGGERED */ =0 I __ --- � �� - - ,-- ___1__1_J , i, j SPAM 11A VAT 21 I Vr Uwe Ir 1 t - - , " - ­4 � �, � � (SEE SCHEDULE ON � L,­ 4 I _ - �� - __ , - � 1 - IT �__11- � , F , j� , I " I! I it) I � � , � � I � , I I , - wlxl� fl� OWNIAM is LOVED To I, am Smw "Liom vio w-o' I I � . , �� " I `,� il 40100ROOPHOWONSISAMMO00"AW � ,,, i � � , � 4 �11 L- � ', I *� I- " I ] I 2'%,4* WOOD I . I 1 !,� � : I � �, 1 - '! � - ; �, H, Kann HOW ammmy Amom ON sw 11), PLATE REQUIAff 7� " 1 ­ I '� '� 11 �_ WOOD ANCHORS _�` , - - _ 1; #IOA:Am " I 1 2*01 WOOD 1 4 I I I I - I � , ,,, 11 , 1 � � " "Ti mmm W� S-,Up - - L��_ , stp zmfot= 0 ANORM Gem new wwmmow III, WINE nxkw: 0 OR i ra6mv --- "I I ,I . , a 4 21' I - ___ � 1. - PLATT RFOUAM i SPAOM = AT a TINY OVOM l � � ( SEE SCHEDULE ON WMA As , � [1, � WWOMM; 11 'C� MLOW I',, , , . , SHEET IT) 04WILso � I a-71 _""'JI. 12 TIr RPACM 0 . , I I I I � 1 \ i !,-� I I m g,wm."r,7qr4rMw I I � I 1 i -, �� , CIT wat 2A, Pat MR, LoRaN 0 Ummut To a- AT I , ,- - , -1 �__ - _; 1-1 �,,- MISTUPON Flom LWIM PANM toam MAM ON i .... - ­� y W MOINAW WORM RAR6 LOON M I I 1 = %w IT). I ­ ,MONT w (41 ;4MU::TI= tow"m AN, Zhu a Is 009M OR i - I'm.^ Q 49 � is) pr.rmw"=%&%Y, SO" ,/,I". OF I TA, Law VACM III 09 001 �, 1414L I i i 1 ME" 1. 2 AND 3 AA WDINEff AV ACTM 1 THE 2m O* ZWOD* of INS FAMOR SCALE 3/1%�I' � I,.) A" my MR WAS, RADNR jj�= I ; A Z Pat ASW c 9:7 i 'Atow"If"t I "A"'W" , "" % _�: �_j A. �/Q L__ lil, - , .....ry % .,,., I I'll- - __'. taurti, - -Ile - , FLORIDA 1 I � � i � DOE (Ron won y4loolty Hu arut Zom) ­­�­ - , - ___ -1 _'', �� I-\"- e%TV ' I N999mL_FQmK_ : 1. INSTALLATION ARE 09LY VALID FOR 4AX A -SA ' k 4410� % I w*,.IU= W_ 24 OAGE ZALVANIZED STEEL STORM PANEL f.p. DESIGN PRESSURE RATING (p.0) AND PANEL LENGTHS = �, mm" m -TOP & BOTTOM MOUNITINIMS CAN BE As PER SCHIEDULES ON, SHEET 3 (EXCEPT FOR z *1 * ; .** 1 I ­=___­,__­__ MOBAL MUCTION PRwucTSI Ut, - �. I " 11. "t, COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) !t, IECOoowt. , INSTALLATION, ;a__2n7_?__ =14 44 49M S*I 51 SWEET , 10RID 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD ­2,"A� MAI, 1w �nl �'WM� TRWI= 30. MEMBERS TO BE SrHE N'PINE No 2, W/ SPECIFIC - �'_­-, e. -1c.p. al., MW 'e, , 1-1 1,4, vmml)&Iv�imiII 20-175 DENSITY OF G;55 R EQj ­ I Wl.=#112 i m I N h I entt I --: __=!.,_� L_ . , 4 z; W- =�L_1118 , - __ I I - QEVJK_� m F������ILETX, �I�"O'RrmpAewiw.,,��M.M�tI WMIAgENT (FICILI "AS SEEN VERIFIED MR COMPLIANCE #4 ACCORDANCE INO WON TK.2020 (7th WTION) Or THE FLORIDA SUILOINO COM THIS STORM PANEL $FA� NOT RE INSTALLED AT HIGH - #14- 10 PANELMATIE FEMN-E, JD RIM PANELMATE PUS ANCHORS. AS W"ACTUREO BY ELCO CONYTIMHON PRODUCts. VELOCITY HURRICANIE ZONES (MMi-OADIE / 13ROWARD COWITICS)_ - 1/4'0 LAC SCREeS PER NA�t DESIGN WIND 01" SIAM-1. BE DETERMINED AS PM SECTION 160 OF THE ASM MPMONED CODE, MR A BASIC WING - 7/16-0 . V5` WOW BUSHIND. AS 06SUITaUTED BY ALL P03NT St "E, SOLT & SFECALly M SPUD AS 'REQUIRED Dr THE "WaRUN WHERE STORM PANEL WIL, BE INSTALEA AM FOR A 03RECTILINALur �AGIQK KD�OM, USING ASM T-16 AND SHALL NO EXCEED THE MAXIMUM C&S,M) DESIGN PREE"E RATINGS NOCATED ON SHEM CA) MINIMUM THREADED HEWMITON INVIKOD OF TAPCON ANCHORS SHALL BE 1 t/2' AND 2- " ELCO PANCOAVE. PLUS -3 0 THRU 12 It 17, IHT AND MELMAUE FEMALE IV J� ORDER To vemy The ABOVE comm"Im ULTIMATE DOSION WIND LOADS UETERIAgNm PER ASCE 7_10 SHALL BE FIRST' REDWED T , 0 RS.D. OMN PRESSURE WING SY MULT)PLYINO THEM Of IT6 IN ORDER TO COMPARE THM W/ MAX Q'S01 972) MINIMUM THREADED PIDAEMMON OF LAC SCREW,, INTO THE WOOD FRAME UNIT SHALL BE 1 I /2' 40 THREADW DESION PRIMORE RAIIN05 ININGAUD ON SHEETS 3� 9 114RU Q III )7, It PENCTATION INTO MCDO SHALL ISC COMERED, As PAW Or THE F MIRED 1HRICADO) PENETRATION[ IN ORDER to VERITY T04AT ANOKOAS ON THS PCO. AS 1VIVED WERE NOT OVER PRaMO, A 33P INCREASE IN ALLOAARLE � MR "NO WADS WAS NZ USED IN THOR MOILYSIs FAMEWERs SPACING -10 WOOD HAS SOON DETIAmwED IN r 1) MINIMUM EUCE INSTAK9 OF LV; SCREWS, INTO WOOD SHALL BE AS INDICATED 0 IHIS DPAWING AOCUAIIANCE WITH mbl�_ 2018 STORM pAAEL'S AOEqUACv MR IMPACT AND WIND RESWAMOE HAS SEEN'VERYED- IN ACCORDANCE WITH SECTION iwiE1,2 OF CA) MItWUM PENETRATION OF WOOD OUSKNO SMALL BE 5/$"� Ile 0-20 SCRIEWS USED SHALL BE 1 1/2' WHO MINIMUM 'ME ABOVE MENTH"NES CODE AS PER AMMCAff TEST IM OT'SOUFR "IDA REPORTS 10814OV-01 AMC #02IS1.02-0%. AS SHOULD STUCCO OQS,T� AND I - MIMMUM, MR WALLS WITH NO STUCW, PER 1 2-0 ASW CXID-02 STANDARDS, AND AMERICAN TESTING LAS SOUNFLORIGA REPORT 0112101-10 ASPER 1AS-20t AND W-204 PROTOCOLS, AND AS PUT MCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 3604 OF The C,5) IN CASI� THAT PRIEDAST STOW. OR PWAS7 CONCRETE PANELS, STUCrO OR WOW BOARDS BE- FOUND ON `41E CIRSTITo -ME FLORIDA BUILDING COM WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH FWN STRUCTURE WHINO SUCH PANELS, ANCHOROOE SHALL BE AS MENTIONED IN C� 1), C 2) At C,4) Z, ALL ALUMINUM EXTRUSIONS To BE ODW-TS ALUN AND ;OtWeRl (UNLESS OTHERWISE NONED)r SEE SHUT 2 �O) ANCHORS SHAU� BE INVALLM FOLLCOUNO ALL OF THE NECOMMENOTAIT01C. AND SPECIF(CATION5 OF THE ANCHORS MMIAACTIANTI. I I ALI ALUMINUM SHUT METAL USED AT CLOSURES SHALL LAW 3'05-Hl' ALLOYL 6 PANELS " ALSO BE INSTA"EIT HORIZ06RALLY FOLLOWING INSTALLATION DE -AILS SHOW400 SECMN I THROUGH 6 �SHCETS 4 4, ALI STEEL SHEET METAL PANELS SHALL HAVE STRUCTUPAL QUALPYSITE1. ASTM A-053 CRAM ft MINIMUM. C-60 GALVANIZED TAT"Al 5) EXCEPT 744AT HOWRS(�b &(g SHALL NOT Or- USED. STEEL DESIGNATION W/FY- 22.2 W tAnQ3 ROLLM, 9, IT SHALL BE THE RESPONIDDIUTY Or THE CONTRACTOR TO VEWIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER, IS To BE 5� AUSCREWS TO BE STAINLESS SHOT. 304 OR 316 At% SEFOES OR CORROSION RESWANT COMED CARBON MEL AS PER ON sATJTACj1N41GM TO IFWRE PROPER ANCHORAGE THIS SHUMP SHALL CNILY M ATTACHED TO CONCRM OLOCX OR WOOD fRAME � ILO S� SOOTS W1 50 ksi YIELD STRIENCIN AND SO k4i TENSILE STRELNGTH AND SHALL COMPLY W/ FLORIDA BUILDING Cju SECTION 241 7 4,3A. 10 EACH REGULAR STOW PANEL WITH, LENGTHS OVER W, AS PER SECTIONS 1, Z 4, 5� 6 AND ALTOOPOWEII IN, JW & 4w C" I NIARKING INSTRUCTING OWNEA 09 ItNANT TO SMI A' 4 6 & 7 YOM V A 0: b- !BOLT$ TO Ot ASN A-597 GALVANIZED ML, OR AISY ;$0. SCAICS 5_14RMS STEEL WITH 36 ;w MYNIMUM YIELD STROAGre =CkTSKYy0=4MEWE OIkJrRp4tW =ty SECURE PANELS WITH HURPNEANE WARNING. 7 ANCHORS TO WALL SHALL BE AS FQJAOWS� 11, THE INSTALLATION CONTRACTOR IS FO SEAL4YAULK ALL SHU7MR COMPOOM WOES YMIC14 REMAIN IN CONTINUOUS CONTACT WITH THE RVILVINIQ TO Fame WWO/" INTRUSION. (A) V_K&9ftCj'2I�ZTC - 1/4-0 TAPCON ANCHOR* AS MANUFACTURER By IJA RVILOM INC. IWO V_�I 92 P,t��) 12� tL INSTALLATION SRAU COMPLY WITH SPEDS INOCATM IN THIS DRAWING PLUS ANY BULONIG AND ZONINC REGULATIONS 00 IS ,= - 1/4� 0 � 7/a* CAX-IN ANCHORS, -45 MAKUPACIVINEU BY OEWALI INC By THE llu"MYION WHERE PERMIT Is APPLIED TO. - 1/4'0 V4' SOLID-W ANCHORSI AS UtSTIT(OUTED BY AU, POINT SCREW, BOLT & SPECIALTY CO TION DOCUM `ER �S atNMC ART DOES NOT PROVIDE RIF TION F I.1 (4) THIS PRO000 VOLUA 041' PREPARED BY THIS ENGINE ORVA (e,,, I� '300 V�4") 1 Wh�(PjErjj - #14-14 PANELMAFE ADI" 0 & PANELMATE PLUS ANCHORS, AS MANUFAMITED BY tLCO CONSTRUnON PRODULM MR,o, STE $EjEcIric RnwrcE j,I, THE SIM CONOTON5 DEFACE FROM THE RED - 1/470 ZAMAC, "LIN ANCHORS, AS MATILFAMRSU BY DMALT, INC, (0) CONTRACTOR -TO BE RESPONSIkk FOR THE SELKCHON, PURCHASE AND INSTALLATION IN MORV; LIFE SAFETY OF THIS PRODUCT BASED ON THIS P�EA. FROMM HVSHE 001% NOI OV14ATE EINIH THE COMMONS oCTULED ON THIS DOCUMENT A,]) HINIMUM SMSEDMEW OF IAPCON ANCHIM INTO FOURED COWPILTE SHALL BE I Ve; r MR ELCO PANEILMA11 ANO 00ft-MUCOGN WE1Y AT SITE IS THE CWTAAGPOR'S RE,51PONS0.0, I � ,1/4- FOR ZAMAC NQUIN ANCHORS trt) THIS MOUCT EVALUATION DOCUMENT WILL BE CONSIDERED M&ID IF MODIFIED A,Z) CkX-R &'$OUD-SET ANCHORS SHALL ME EMBEDDED 7/0' INTO nM POURED CONORM NO EMBEDMENT INTO , SR9500 SHALL EIIE PERAIM 114' 0-26 SCREWS USED SHALL BE I lig' LOW MR,MUM SHOULO STUCCO EXIST. (a) SIM SPECIFIC PRQ.ffM .SHALL OF PREPARED BY A FLORIDA REGISTERED ENGINEER OP Atiai"Cl. WHICH *U, DEMME `THV 1EAD AND t' MINIMUM FOR WALLS WITH NO STOCCOL AND VAY K HEADED SCAP&S OR ,I4 THRE ED S"M W/O HEAD, EKINILER OF RECORD (F O�ffj MR INS PROJ14CT AND WMq WILL SE RESPONSIBLE FOR 114E I SUIT WITH O'No Mrs, PROPER WE OF THE P,EO, ENGREVA OF RECORD, ACTING AS A CaE"HA ONGINCLA! TO INC RED, ENGINCK SHALL SUBMIT -TO THIS LATTER THE Sf'F,E SPE-WIC UPAWAS FOR ArVIFIN, A-1) IN CASE TH0 PRMASt STOW. PRECAST CONORM PANELS. PAVE", STUCCO OR WOOD BOARDS RE FOUND ON THE EXISTING WALL OR fWOO� ANCHOft SkIIAIL RE LOW, O"W 10 RENCH TWIC MUN STRUCTURE OEFUNT) SUCH PANELS tt) THIS PEA SHIA" Km -ME FaMNAL ZZ 'NOONAL SOL MU SION'TUNS OF THE PAC ANCHORWE SHALL BE AS MENTIONED K A.L) AND IN A.2), ENGINEER OF RECORD, -THAT IGI T . . 14. SRUTTM MANVIFACTUINER, *5 iAML SHALL BE LOCATED ON A READILY 145MU: LOCK14N AT STORM PANEL SHUTTER W ACCORDANCE WITH SECTION 170,91 OF FLORIDA BUILDING COM ONC LAWL - 1/4- f TAPOON ANCHORS AS MANUFACTURED BY I T A RVIIAJE`X� IN,. "LL BE PLACED FOR MAY OPENING, LWWNG To COMPLY WITH SECTION 1709_0,� OF THE - Ild 0 x 7/9* CAA -IN AMONOn­ AS JAMiUFACTUIRED BY O&WALT, INC, IFARDA WINING CODE, - 4� X 414 -*-W ANCHORS. AS 005TRIBUTED V( ALL PW SCAPIL 96LI * SPECIAL J/A� - W TY CO, - #4-10 PANEtMATE. FEMALE ID AND FANELMAIE PLUS ANCHOR% AS MANUFACTURED W E-1,00 CONSMICTION PRI�11011FLAM , ml - Ve A ?WA1 NAILIN ANCHORS, AS MANUFACTURED BY OEWALT, INC ,�..��Z . , ..,. 4.a." tkc 11�v) MiNthwm EMBEDMENT OF TAPOOR ANCIHORS� SLCO, PAKLMATM A0 2AMAc NAILIN ANCHOR. Ilm THE ; Vmv i, FLORIDA BUILDING CODE (Ron High Voforfty no 7onv) � aLOCR UNIT SHALL at 1 1/41, $� " - ___ I I I --,---- _ ___ 0,2) CAUT-sM * SOUJI-SET ANCHORS 58ALL Or EMBEDDED 7jff` ROD PC CORMIER, BLOCK umn, Z :' �40 44 I' 'Amo m3m, oc 24 GAGE GALVANIZED STEEL STORM PANEL OIA . zWj I 7 I. ORAW", w` � - , mNj:UN X - � ___________ - - - I I .11 . ,� A ITLIC .0 SHALL BE PERMITTED, I 1/4' �1,20 SCREWS USED SHALL BE 1 11r ITIN , to , V, * A"Y'Aane AND V` W,NIMV#A FOR, WALLS WITH NO 5714CCO, V$�, MOM PROTECTION PRODUCTS, U. � p - " - 1 NO, .. - , laws,* s 8�3) IN CASIE THAT fRECKST STORE, OR PRECAST CONCRETE PANELS, SIVOCIO OR WOOD BOARDS 6C FDUN,dNtt�F RI, "' - Net RN wr- *"L & IF= �, .v .r. .1. -175 OF BEHIND , . ly�tw-sw 20 vs� LONG FNWGk AN, 11 :I, .� I, , . OWTINO RNAL, ANCHORS SHALL To REACH THE MAIN SrgQcfuRE SLID: . I . I I *:I, , , � - , A0�F­ "Tum�nstl - ANCHORAGE SHALL OF AS MENTIONED #4 IE' ,) AND IN B.2) :I, I I `1AAA�,;'*N,+skW0` PC 9mmamouwOmE - ,-I. I i --_-,--.-,.I I ID, _� I -_ ____ I I - I I I I I INSTALLATION DETAILS FOR-AEGULAR -PANEa I TO POVIEP CONCRETE OR CONCRETE-B.QCK STRUCTURU ___n11.Gpr , �g STRIS . cmfwrF - , � kr"E'll I I CONCRETE mom IT ­ , - , � groul"D RE036NED, CONCRETE ANOi� CONCKMn'. A_Nc_Hm.__,__ _-' "M SI=1.111 (SEE SCMEDU ON I EXERING POURED ,--(2-) SHOOTS 9 DOLKE -4, CONCRETE OR ) , t I CONCRETE BLCqN_ � _t/4'0_29*11 f . I � A , w1w MIS I I IT I,W RC, .1/4' ft4ulRw, 1-30 ww I I - --------­T I i4��__ ------_1 CONCRETE ANCHORS ' . - ­­­ -11-11, I � I (SEE SCHEOL= oN,_ I -,-v,, I SHEETS 0 THROWN 1 ; i A I I 4 j ,,"," I I I , 0 � I M I ­_1',_,,,1­_ I I "I I I , I � 'r �t I W_�,,�, I V�_ , mWoil' I i f I I - r ", k,I � - f. i IN '4j 1 q 11 ((i) _ � I --cl) ! - I 11 _01 ! I . t I A I � i J___ 1 ,I � I i I— -.--,-4,-- .,_.__L_... I'(4--mv. . ,/4�*-2w- I - I I -1 rrr .. ­ I r­4�=­ __ T _&WvW" � LO - � � I I SEPARATION - _Voz_OA� I � (01t MR 00,10, � F-(Swsg - 1 i6, i =114� I '20 �n., ,,, �� ism Q,m 7-r ,I.' EXSM4 C�MILE_ , -, - -, ­ _", , , � L - � � I MAH, 'ON SIM vi I-- -­ I % I j � CLAIVS-1 ON SHEET 5) PANEL LENGTH I � I � IWI, SEPARATION ,L2, 4.. I (WE SCHEDULE, 1 V M., I 1 # T13 CLASS. PANEL LENGTH I ON SHEET 3) I] I COWAM ANCHORS t- � - 1_­�, � I � PANEL LENGTH -I (SEE SCHEDULE - I ___ - � ­­�� �-­ ---r � ?r7____4I___ 7_-__L­_1­ (SM SCHEDULE � I � , (SCIC SCHEDULE [�!2ti 3) 1 ON SHEET 3� SCHEDULE ON T, ON ", m ') , - F (Sm ,f - ____T___ , " I i a 1 � SHEETS a Immio" I I�w I ---(:D I a � 3 f ; I I I 50* - I � : I C MI '0 EMSONG, I I kwl " 111Iol � � I wx 4AASS� I k 0$I­ � I I i � 1:0 , I I 114*-10111 � or V � , f�_ * wm skis � I I ; , * , I MAX. � M �,Fmwl, ! 6) � ** - i i � I ,1 w a ,/.-ec� , I � 4 � ; � I 4 �� � � ­1111, --- � � I ! � , I " g I 1-11 I I 2�4� 1 0 C-U, L, i I . ? co. I I �g.,?,� 1 11 I I it.b. , I � - , , ,@ I c , ­r1g, � � I . � - , -, � , : V2 ___ , , j__ - 1 5 1� . , , �& � I ��� ,7 Cm c i f ! I , "" I EX47M POUROL, - g ,� '" 1 0121/2, � � ­­ APKXMLEH I CONCRICIT OR � :0( I . i I �, I T- ! I -4 1-4, ow Rim wis"m HAI, CONCRETE BLOCK I", , I , t -, - 14_` 6 3 1 :_ . rA 40" OR REWRED. "I'll, I ___­1__J__ ,____ I �1 1.41 - -A - - " I_ _�r 7-1-- , IF IT 'Ir mr, I 0 Iffle) W) ;�, - I L­ WIL- . */ 4 I v uo 9 -IN I - ­7a,WR4aN I ,��, . MIT MR � �111 ME U= IF W/ ,�,�=WRETF 3 � � �-., WHEN �_ ZST�I�K "fal , `Q!) I PANIELMATES , AVERMA'M I REQUIRM CONCRETE, ANCHORS I ARE USED. VICHORS; CONCRE"Ll Llwr%.�_Cl "... SE&SOmm W/ st&- (w SCHEDULE ON ISM SOKEDULE ON sHvm a TmNot" to) StIEM 9 THROUGH 10) I .14�­ . 11 MINTINO �� . U& a it, I SOME 3/15.1, Ew 119R.".1 egef,U)NOIN, ,��J�� A � I fqi� g lu'v".. , - �� _­ " gli yelocify Hur FLORIDA BUILDING CODE (Won W Her one Zons)i ff47-1- _, � 1. .I tw2o lkwm No, Kp� I 1 24 GAGE GALVANIZED SIM STORM PANEL I I & :* ,44167 . bv^ ol� - -1.111-1 — &*. -_ - -------- ____ I E.D. - EDGE 0151- hQv_fQR_9QMfimuQs_x_um2m a * i Ik i I STATE 0 F`- C;,'�42;=—�_��- - - ,/ 1109COmr, \�QLORAL PROTECTION PRODUCTS, LLC, wml' a� -0 *� AMC - (SEE SCHEDULE ON TOP & 90TTOM MOUNTINCS CAN BE !,� - I -1 __ - 1m4-m'_*R.!1z w, SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY .G�- I�Omo, - &-..wr.-vw=fm-., 1 IV 20-175 ,I v4iole:i> ,Mivw._Ivw;;M2Iw,-Iw, ROK 0.+M-750, ro- twim-sm INSTALLATION, 11 / ,4,�,v ­_ __1 1. I __ ORWAV ft: - t-- I � ­1_4� , - 4 - , I - I- I =1 . �______ - __ _ ___ IN;IX"4w�1`O`0__A_ 1 " P'. . , won A or t4 ____1__1­1___ ­­ - "I I a � 4 44167 � � ��� I �� -rrr ­-- NW- INSI&LA119N DETAILS EOR REGULAR2ANEL (f) INM-A= I ___.,j� ,,-' ", ',Z,_­1_i1_ _ - - V 4I.e WIRaw "", """,I, I, I — !,,-___,_ , _= 1% I Tg&__ ��_ � " , � � �� I - I .�_ I Y " � � am 11 , __ I , I � ,�; ," 11 AO&OUA1Y OF tXISCII&I WOOD 1, � j, I I, , , � -, I I [�� Ll , SEW TO BE CERTIFIED SY 11 �",�'__ � ,4,4- I- - - - 0 , I 11� - Ij REGISTERED ENGINEER OR , �� �� ,--@ - '-,,,- I � � ARCHITECT' PRIOR TO SHUTTER ,`�' f 'i j _<� I ,11", _- , - NSTAUATION, ? i WOW AwHm ALTERNATE . P � ! E *M - , 11 . __ �m = .rIqK _____T_1 1 ­1 " " �- v / � ­t-�v (SEE SCHEDULE ON , :�.v Fv wAsPa% KQ . _k -1 ____­ __ 1-1m.0" SHEET , , . � rfjo -0 111--ve. . W / ,11 I SHUT 11) I 1) , WT , � �1_ ;1� ;I 412. � , --� , - a& � 0 W IA . � 'I 1, _1_, "I I I ... � ,�Ilv 'le � , I If __`MA` WOOD READER - ----- - � P 17F- _____,________1 EXATI 08 �_'l --- f - -T_­-------1­ -­­tI RIECUIRICO __ _veo� , ! L � I iw;�� � �, " " G L", I ?"', I � � WOOD ANCHORS i i I i (Sm sextmE w- " ) � W�, \ j I I � I t � SHIM i I) i X I i � kPARA'An'ON TO I ­ 01 t (4-1 1 _0 I I i : �jGIAS%(SEE , � i I 1 4 SCHEDULE I/**o-2w" i : I ON SHEET 3 J , I ft. SOP 0 TO CLASS� � , - � I ­­Lt-1-- - - HIEr 3) � , i v MAIL V - -, i r " fW SCMEDULE ON $ lm/=",�.o i - ----- .'r-In I ­ PANEL LENOM I I � -,f,-- -----------,- -----I Fm L Lowk . __1_1 I—— ­­- -1 I 11 I _II1 (SEE SCHEDULE I Om il I I--,' �� ,��,�­ I ON - r ­ -1 =1 ` 4 - i I i ! - I 1�­ .. ..... �­­­A# -­ � - I _(D � i I I Of L I I 0% � I I _01 I IV M"', or i I I I I MAIL : ; � 1. -- __@ i � � 7 �', 4 -, z � i I, _A` �,'- I I ' 0 M 1/2* O,C, ; t I--- ­A1­­­­ ­­ -­ --­-1..'­­ 1 �It � - I I M � I I j I , I � , � , 0-210' 140 fuef'"I - i f- "'­; -- ­1 " I Flo ,� , 11, ffm BMn, , - , 0 1/4- ac -, t _ ALLOWED ,- � i __­_.__.1.__­­­­._____; __ � � 4_, ; _V.- � � � � � , , � I i ,,, � � ,, I , 4 I11.1--l—I __ 0 ; � � '11, ,I � ft----- I " . � 11 , � A ' I � '1____________ --4---,----- Ixe, WOW 2'.4- WOOD PLATE " _1 _j I , ___ ", __L_­_=� DIECII REQUIRED _ Z�� t7_", �, L I _400 5 WOOD ANCHORS ": ---- ROA)IRM I I ,I SEE S= � ,: ­­ -r------ _' I : �, � � OLE ON I I , ----,-, - .... 1, z : ) q�_, ___ ____ "I � � SHEET I I) tj�� S - -----,- I I � "I I � I i , ----------''--- I : � , , 11 ", " --2- 1AI1_____ ­ -1- V­ R I I UILD-00T MOUN NO I SCALE 8_1, AL1911HAWYLS , "10"14 SCALE 3/0-1- - , , ��`*% ,.�L!Z' /,,� I " *� ". I& " , ,? .., II'Vm'g,",.�'A - , ____ Z . I .., �% - ., � S : NO, 44167 '. I . FLORIDA BUILDING CODE �Non Iffiflih Velod Hu 1, INSTALLATION ARE ONLY VALID FOR: MAX. AL-I.D , !X Hu cono, zono)II I .* * E am TOM AIIL FY. I TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE FATING (p,s.f) AND PANIEL LENGTHS I '. �, QMUJ� DF . : c 24 GAGE GALVANIZED STM STORM PANEL mmm ft, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 " .. -_ - . . _ 11-1 — "" /TILTIE \ MEMBERS TO BE SOOTHU64 PINE tie 2, W/ SPECIFIC .... __ MODAL PROTECTION PODUM LLC. C 0 IN, DENSITY OF 0,56 OR SOLAL TV -W %IL 01AW - 111110#0ple" OKAF C_ T -1� fkft*_� (05.lm-?.,.$u FAIL, m0am-M7 20-175 . - __ I'll, - R. Pt CA-00IMMIt 411�_= �r-_� I "MA-IM5 I.W11"L 11 2m 1 -_ _=1 I 4­0 (3) Q) c- W _0 —m > a) c- & L) L_ (1) L_ 0_ 0- = 0 _0 0 L_ . = 0) cu -I.- 0 -0 (2) — 0- U) - a) a = W = -0 0 CT3 C-) 0 -m .�2 - FJ5 -0 = 0 = a.- 0_ = L_ 0 (1) ;;� M C__ 0 .0 m k1a U- ,,- C) — m > . cf) . (/) (3) U) ZO 0 ku L_ 0- c- �-- m -0 .= CDL < I n kk� m 00 I LS " � 14.. Lu 1- :5 = " L- I-- Z.� C_. M C-) _E ;6- c-, m C-4 = m - = Lj- 2i: .!f (a c= I- 41 .= C14 _= Z �� CO 3 2 a) a) `IF . a =- = CIA s - = = a = .= - ..x - - - 0: - 3r. m 3., I_ , = a) .m 'w w = cm . .1 Lz - = .!2 ::_ ,, -0 a = r= -3 0 r� L.3 - 0 - cn " _�_, (3) (1) (2) _K__ _p__j 4__j U) :3 cu > 0 L_ 0- 0_ < (D _4­0 0 C :3 —0 m 0 L_ 0- 0 a) 0 L. m L. m :3 Lu 2i < z z < _j 0- . SHEET NO. SH 1 .3. END QQSURES DETAILS FOR INSTA"MIGIN IN POURED T I L SYSrEIIIs STY €- A sTfJRM PANEL ,. I Ii 1---.. . ' `' 1 Q OR (` 6 OR YARF[3 eq 2' . 3' A Mr 3t05 N-14 OR -: 5 LAA I i & E060-16 A 10Y CONT. ANAL r f. '� ANIYE YAIIi t!4'f x t 3/4 ."+. ,,,, 2 Ij2".+ TAPCKRt a 7?' O,C. 9 �'_.. _ Mk, ' Ie I''OI.iREO fxRNl'stkTC CONCR£tF., ' ':1 `' I I e# :x 1 3 ` TAPCON BLOCK 1)R YY4' WOdO FRAME POtAED CON I }. /4 ���7E, AtMHON IV D.C. `l 2 ".- - , ! RLOGRTD CONCRETE HLOCK Ii4 ,±"'1. - I {��w}'-. L__ _ 2'x4' W000 TRW£ '=;y Sy CiR� IY`I MAk 'e•:. I MM Aawa2 w• , �'V#Ij4 r m 1 §"zs.. CAA _ "'�, //'- 1 l..r '1 h , 4'i . i 3 - I. f'i 1 la1 wl PANEL -..\ - 1 /,.APCbN ANt./ R -! tl `J #6n :! 4 12' O,C. ,/dFES I Y s Y , .096' 7O_ iERHA1E lfD IDCAtIDN r-2' I 2` x 5' a on Conk. t � t... _ 1ffit L <ir6 MLw. ANI'LE OR s M4a + tl AMV 3106-R154 SHEET 3 f POtIRET) CUMCNETE. ••OMCRETE Yfif!'X METAL MLA. BiHi' PLATE 4 OR FRAME 2 x x n 1 J16s-Ni4 OR 2 7,j2^ .. I $IYp-1 ,•..(1, REFAAREO OaMT�t&I1AA1. '....i Mil!.. t,.. ?" ...'. I T/4 �' ° 3 Mm. . , _ - � M4... OAP Ve w Boll:, -V a 4• ..072` "�/ e 12` or, 7105-Rt. OR W"-T6 AItdR w/AACwNUT C4,4 Axes ANGLE C�qS� A PLANT CASE B_(PLANI CASE C PLAN) CASED (PLAN) SCALE 1/4"-T' SCALE 1/4'>I' SCALE 1/4'-1' SCALE Ile -I' I' � -_ _Y.-.I SOUD-SET OR CAIX-M to am ,,~S _ y �y j ( PCWREO-`111AtE A AMC POURED Cox \ I- _-.I--.-i:l 'V 0 •(q OR OONCXEf£ HLOCK�'�" 't�BOTtOM OR ' PAIRMAKIE " (� 15% RLTE I I OR ? Y4' Wood Sm OF OPENING SCHEDULE ON isiS e, 7._ (MN. PANEL 2. 22 OFfWiE CONCRETE IRSVA1,E6"'I 4 FRAME R}bURfO 4$ MPIM/8LE Ha It t ) OVERLAP BEYOND 5' tAsc opmt G WYFYFN) `\ POURED 011 214CEE.00D FRAME CONCRETE REOURC9 I \ `, b "" {. ,y[ r I 41 . 3 11i0LIxMD i�� . , :;A'�. I I Ate` a i '+a y`'-"�- ^ _+3t4' ->._1 I L'"Y ,a OR(V '� � � '� �Nk wl dHGMOREO FRONT k '4,'y -N,EAR VARIES /J/7�• I FLAT 1°lANGE3 PAMAAISL, i0 ' J' I \�,�,✓ waJ, (DRYER CUT END Pmo.) X - DO. 061v CE -y 1_FACK --»-- 4�- u' - +r =� O'01MFNAnI. CASE G (PLAN) .. a*AtE A T!/ / ,y scaE 1/4•=T .-.IYSSF $�`C, •,✓",VALID FOR DIRECT MOUNT INSTALLATION ONLY & e, "Sj %CST,TFTED PANEL INSTALLATION AT WALLS W/ (C-` / �D, a4I S� 'A SURFACE LEVEL VARIA704 WITHIN ale *" z * -FLORIDAU I (Won ela ffy U ' 9I FLORI6A LLD W CODE M n High iF c 1 NM coneZone) N :%• CASE PLAN) H F (pLAhi F SCALE Ile- I' SCALE 1/4"-T• y.l`'•-�tOF(lD�'.••"k+a 4'+402oIMTEN.IHD 24 CAGE GALVANOtO STEEL STORM PANEL OR"t'I6a , ' 07 � GLOBAL PROTECTION PRODUCTS. LLC. ,x. 1�E C f? (w1:. ONE: Ai1NllN IIIa6M /-2 D 9e13 " Sw, 3t E r Y j M.w. v}i :1 w I ..AFo�1. RIMY DAY[, n_ s331a i .1 sra.: 4m1 -,au M ni-kyl PIS (454)eu4-751a. FAH: (4s)m6-anxr 2ww" li lMMM1NG P.C. SEAVOMAX+ IVAUDASE, e N smarws we e�. w wsY.® ,r r ' WALIFR A T9�.Vfta. P.E mii-m. a 5NM d M lw MAXIMUM AS.D. DESIGN PRESSURE 99ING (p.m.f.) AND r.QRRESP0Njj1N!2 MAXIMUM ANCIJQR SPACING SCHEDULE FOR REGULAR 99Rm PANEL I IMArLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL tOINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. &S.0. DESIGN PRETINGE (P.w-f,) MAXIMUM ANCHORS SPACING FOR E.O, - AS SHOWN ON SHEETS 6 h 7 - APPLICABLE TERTO CL& ANY NIVION OF iHEM mAXRAw PANEL. LENGTH 00 TAPCON - LAD SCREW PANELMATE FEMALE 0 PANELMATE PLUS WOOD BUSHING Is- 13" 13' tY ". W m Is. 13' 1Y 13, i'S' iw (BOTTOM) 6 i 2' / 8 i 4" j 6 2 ! 8 1 %2 t ° 6 3 /. l� - 6 1/4' 12 1f2' 6 Ij4` 2W (Bait.-) s'-w H` e" B• 6•1. (TOP) LESS - _ - - 3W mrTOM 7J` 93" 3 3 DP (T ) +45. -45 OR LESS 1 3 T ' 3 --`1 . 3 73' 1 3'° W (BOTTaAI) 13" 1 ' 3 f3' 13• @Tz f. w [GOP) 13' 13` 13, 13. 6- Iw (BOTTOM) 6 1/2' 6 Ile 6 1/2- 6 1/2- 6 1/2" Z# (TOP) s f 4' f 12 1 2' / 6 1 4' j [ BUR.• ) >W-O" 4 1/2 4'1 5 1/2' 1 5 1/2" 1 3W (TOP) I,4.,_4. 4 I fY 4 I/2" 71 7' 3W (BmTi0A1) 0 1 /2 R 1 f2 t• 2 s2` !! w (TOP) - ----13* s 3 a3" t3` B 1 2° ! 4W BaTlt)M [ ) + SEE TABLE /1 FOR MAX, A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX, A.S.O. DESIGN PRESSURE MAIM ANCHORS SPACING FOR . AS SHOWN ON SHEETS $ # 7 - APPLICABLE To ALTEAN4 � Bc ANf O TK41 F THEM A04M LENGTH(POLL) (H:) TAPI N LAG SCREW PAtiaMKTE FEMALE to PANELMATE PLUS WOW BUSHING 137 13, t3` 13, 13' iW (TOP) Is- I 13` IT 6' 1W (BoTEOM) 5 i -' f2 7 6 2' ! 6 i ' /2 6 1 " /2 6 7 2' ! l'tGP) - 4" BDTf,• S`-0' 7' 7 1 I 2 B" - B' (TPt') IiSS .___ 7 � l ..__ n= 3w tRHA 13" _ - 13'� IJ" 13• 13" W TiitP} 445 -46 7b +7d -75 13` rY t3" 1 ' 3 t." J 4 W ttGtiOAP ( ) 1Y 11' 73' 13' to' tW OP P - Ir 13' Is-7S 6 %4' 1 W (BOTTOM) 6 T/Y a 1/2" 6 1/2- a 1/2" 6 1/2' Pw (TOP) 6 T ! 4" 12, 2• / BT,• - / 2w (son' >s o a ,�&" s• ? tj2' 7 1/Y�.�SW (TO') 7'-5' 5" 5 1/25 @'I8' 3W (80TtOM)3N (130TtON} �y� 12• 4 15" 13` 1 ^ _5 Jz W (roll 7 :- �-Y1' R3• 73" _ W 4 SEE TABLE /1 FOR MA)(.AS,O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS USED, COMESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 - Tlyf /i e A.S.A. DESIGN LOAD MAXi� PANEL GTH 40 PSF OR LESS 6'-13" - > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF W-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL (BATE PLUS ANCHORS & W/ 9 IE4i4MfQp 1/2" D.C, IN T LLABON DI;;Q.TAILS E R 1FE SAFETY PANEL INTO POURED CONCRETE OR !QONCRETE BLOQK STRUCTURES t 4'i TNSCON POURED f a's iAPCdYiD{O POURED ANCHOR O 9 D.C. 2111 T ITE %Cx ANCHOR O B D.C. CONOREIIE BLOCK R A NCRETE OR REOUIRED. CONG! a . .1.d'" _ -4p -- Qb FOR BYIB I I LiAlE LnmN OAR lay I q R' MHz. I PANFt. _� - ...V! ._._ EVATIOri '. (SEE ELEVATION 1' Mfal. ON SHEET 12) SEPARATIO TO WAS& i I I"/ rr/ e 1 j -(7 1 LJ4 I 5�;;� JT' 1: q_:.-... ? ._. 3'% - I 12 Vr OO .ter. 1 _ i .._--j 1/4.0 PAMELMATE P,UA ,., 15 ANCHOR O 12 1/2 O.C. SEE t9EETS is # Is FOR NeNORa TYPE k VACSNo FOR INSTALLATIONS DITO WOOD PRME BUBOAWOi, ww"" ARCHON SPAL'INW5 AND. MRIAAA EDGE DISANCE ARE MOICATED aN THIS SCHRIX}LE. TOR L0. LESS THAN MM.MCATEO GN SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING ING SPACNO SHOWN ON SCE.DUIE BY THE FOLLOWING FACTORS. FOR THIS CREMATION 10 HE POSSIBM REDUCED SPACING 1x3GINED USING FACTOR SHALL 47 BE LESS THAN 1WHAAIM SPOICIND IDIATEO FOR EACH ANCHOR TME ONSCHODULL i/4 1/e. AF67gW HPC .�.�_. TAOOO MW AM Awl'" S-ODW ON.) 3 3. 74a : CgnwMA'IMM 3 3 IM .wa W..1 IhA.raY luem GYi 3 3 9n HAW. 810E mom ow NAMED" t/Y a� - - _— 2 �(4' �_- „ -_._ r 036 ,DQ � a, 1,4 PANUANTE AMC (BEYOND) SCALE 318-1- WALL MO NIIHM 17 FLAK. 6' PANEL- LENGTH SEE ELEVATION­ ,_..._.6 ON SKEET 12) 1 f y j, 1 6• 4: EO rCl}: mcpMo i i --.---L-,— 4 MAXIMUM A.S.O. DE21raN IN, La,&f.) AND C09992MMING MAXIM0 ANCHOR SMIN11 SCHEDULE (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX. A.S.O, PRESSURE ((P:w.f,) MAXIMUM ANCHORS OPAL 4C FOR WIN CO. PER ,SCHEDULE BELOW - - - APPLICABLE SOCTIONS, k fW AN%IFAlMM LENGSN (m) AS.D, MAXTO PRESSURE (P) AAA)OMI M ANCHORS SPACING FOR Mel EO, PER SCHEDULE BELOW APPLICABLE -To SECTIONS OF T!&M:. MAXIMUM PANEL dEHGItI (it) TMICON SOLID- FaIIALEIGN 11 PAAELWrE ZAA44C-NVLN OALX-IN TAPCON SOLD -SEE PANEEAMAII�PELMATE 3AMAC-FAUN CAUK-IN " W) 43• TO m la tY Ta " io m 4CMttmAf7E N -45- I 13" 13' 13" TV 13* 1Y 73" 13" iY tY 1 ('TOP) W-6• OR LESS d- &"a5 +65, -85 /3' 13" 13` 9Y' 11" 1Y TY 13" 13' 13' 13 11 "' t'(9'�) 5'-s' OR LEss 73• 13' 1J' 73" 13' 13• f3' T3' 13' 13' 13' !3' 7 (BOTTOM) 13` lY 73"- t3° 13" ,3` 13' IY t3' TY 13' 11 t/2 9 (BOT[OM) 13' Is- t3" tY IS- Is- 1Y i3' T3^ 13` 13" jr 2 (P 13' 13' T3• 13' IY 13'.. 13, I3- 13" 1Y IT 11 1J2 TVZFi) /3' 1Y i3' 1Y 13' 1 3' 13' i " 1 13" lY /Y 73' 2 (BOsiOAI} is- 1 ' 3 _ 1 Y IY 1Y 1l ` - J 13' 1 ' 3 73' tY 13 11 t 2 / T (BOTTOM) 13` tY 13` t3` 13" 13" 15 73' 13" 13" 13' 13` 3 (TIP) 1S' IS' _13" t3' 13' IJ' t3" 71' tY t3' lY tl t/2 3 (TOP) - - 12 1/2" 12 Ile 6 1/4' 6 1/4' ,2 1 12 1/2 - - 6 Ile t 5 Ile 3 (BOTTOM) - - 2 Ij2 2 i/2 a Ij4' 6 ., , 12 t - i/4 - I - 6 i/4' 6 .1 .. 3 (BORON). 8' @" @' a• B• S T' 6' e" H• 6' 7 1/2` 4 Crop) W 5 1/2' @' H- 6' 6 1/2' W 7 I/2' Ir 67 Y - s' B' 6" •. ®• _ 9' m 6' - B• - 4 {BORON) 8' - 8'.. - @' - @° - 8' - ... 6. _ 4 (BDT10M). 13' _ 13' 13 11 Y " 3 13w 7 `_ 3 IY 13 11 k3' ' 1Y t3 _ �I 3 tY r I 93t13. SS t ' 3 1 tY - i 3 (IT)P) __ 5 BOT10 M) ( XJ" XY 1 ' - J 13" tY 13" 15 13" 13" 73' 13 11 1 2 / 3 oP (T 1 i .. J 13 T 3' iJ` - -13- t3' YY -i"M33' 3 Is- _ - -I:.---11. I 3 I' 2 1 I _ / 8 BORON { _ _ i3 -I •' 3 1 1 ti.:' 3+45. 13' 1 'OP J 13' 71° tY ) 13" is- I J 13• i_3` T3' : T3" t ' J T3 3 t 1 j13' Crap') 6 1/4" 6 lle 61/4•. _ 6 1/4` -- - M.. @ 1/4" :6 Ij4" 6: eart. a) _ - 6 1/4" 6 i/e @ Ile 6 1!#° - -- - - 0 1/4' 8 1/4` s CB(Y1T-«� tY 5" IF IO 1/2. Y 7• 13- 7' 7 112 5 1/2 13` - 4 1f2' i iTtNY7 >S'-s' To I4._Ae IY 6" id` 33° IY 6 1 2': Is" S 1/Y 9 1/2• 6 i/2' 13, 5 ,/2 * 1 CTOP) SS,-8" TD :9'-6' t3' Y 3Y 1S' tY 9 1/2 13' R t/2 10 1/2. 7 t/2 t3' 6" t (BOTTOM) 13' 7 ifY la- IY ,3' to' 13' t0" 11" 1 NS` 13' 6 1/2' 1 (&11TaM) ix 1 5" 1s• 1D 112. I 7- 1}' 7" 7 1/2 5 1/2 13' 4 112' 2 C70P) Is- 6" IT IT ,Y a Ile IT H 1/2- 9 1/2- 6 11r 13" 5 1/2' 2 (TOP) 13" 7' 1Y 13' TY 9 1/2 13' 4 t/2: 10 1/2 7 1/2 13' 6 112' 2 (BORON) 13" 7 Ij2` IT tY 13, to' 11• B' 6 t/2` 2 (BOTTOM). 13" 7' 1Y 13' IY 9 1/2 13' 9 1/1 10 112 7 1/2 ,Y 8 1/2` [TOR) ,Y 7 1/2". 13' i3• 1Y TO` T3' 10• 71• B" 13" 6 t/Y 3 (TgO�,P�)�-� - - 12 t/2'/2 rj 5 1/4" T il4- 12 w, 6 1J4° - - _ 6 114.1 Ile 3 (BOTTOM). - - 72 1/2 2 I/2 .Is-.10, 6 1/4- 6 1/4 T2 1/2 12 1/2 - - B 1/4' 5 1/4' 3 (SOTTON) 7. - 3` 6.. 5 1l2- 7" 3 1/2" B" e 4 1/2". 3' 6 1/2''. 3•. 4 (TOP) 1 1/2.. 3• B. 6. 7^ a ffi` : 4" 4 1/2' J..Ij2'. 6 1/2'- 3" 4 (TOP) @" - a• -„ 6' @` m, 5 Ij2" '^ 7 1.j2'... «" 4 (BOIIYOM.. 6` - Els -• 5' - 6".. - a 1!2' - ?if2` - 4 (Stti9,ON).. t3• 7" 1Y lY !3' 0 1!2^ tY T 1f2'to 1f2. 7 Y/Y 731 8" 6 (R)R) i3^ a tf2' 93• 93`^ 13" to' IT 40' 1Y 8' -_is- 13' 6 Ij2" 6 (TOP) 13" 7' 1J" 13" 13, 9 f/2' ,3' 4 if2° 0 IJ2. 7 1/Y TY- 6 1/2" a (BOTTOM) 7J" 6 !/2" /1' 13" 13' 18` 4Y ,0` 11' H` "I3" 6 I%2" 5 {gOTYOM) 13' ( 51 IY IG 1/2 t}' T lY 7• 7 1/2` 5 Ill" IT 4 1/7, 0, 13' 8' T3' 13 13" 5 I/ 13' d t/Y 9 i/-- s Ile Is- d IJY 6 (GOP) - s 1/4' 8 Ile 6 L/4` 6 1/4" - - - 8 )J4'-:B 1/4' 6 CBOT!!') - 6 iji' 8 1J4` B i/4' 6 7f4' - - - - 6 Ij4' 6 1 4' 6 (SOTt!" SEE SHEET 1! FOR ANGAORS"k SPACING TOR INSTAL!"Com Rn0 WOOD FAME BUILMOS. k MINIMUM NIMUM ANCHOR SPACINGS AND MNMUM ECM OKPANCE ME INIXG,9EC off TNMS SCHEDULE FOR E O, LESS THAN #001E0 off SCHBOMLE REDUCE ANCHOR SPACING BY "IftYWA SPACCNO SHOWN ON SCHEOB:E BY THE MLOWINd FACTORS,. TOR iNIS OPERATION TO BE Pp3a®SE. REDUCED SPAOWO OBTAINED Usm fAOFOR S`N4 NOT a LESS NAN MNNIIM SPACING mom FOR BCH ANCHOR TYPE QM THIS www-L 1j4S t/4'• 1/4's tlAS t/4'i 1/4. JINCI R TYPE oAIK-1N WOON L7m�6aT `m - LPLIZ MMCQ-AMMxN wamw fi SPACING GA.} 3 3 3 1 2 in• 2 1n MINIMUM EDGE W3 3 ,/2` x } 3 1n' DwAmu F-O-T SOD( . F 3 tn' 3 ,J2• aIlO, 3 ,/Y' ` AMIAL LOGE DM'Of110E FACTOR... ... 1sa __1L2' n 2 ry/2 3. 1B4 QSo oso oT. ,.iX* - O-Io os3 _ _: 7 tft'. , ._- - _ 1,00 � } nP -' - 1.00 1&0 OWY VALID WHEN S R ®IS USED. SEE T�t}LE {1 FUR MAX. A.S.D.. -DESIGN DESIGN LOADS & MAX. PANU LENGTHS WHEN SPACER r 4S USED- 1= &I A _ ALSO, DES10N LOAD -. MNG MIUM PANEL LENGTH - 40 PSF OR LESS 6'-6-.... > 40 PSF TO 50 PSF. W-2" > 50 PSF TO 60 PSF 5'-10". A MAX. PANEL LENIGTHS ARE O Y VALID FOR 4NSTALIATIOHS W/ SOLID SET ANCHORS & W/SPACER AT 12 1/2- O.C. _< ,._...ANCHDRS (SEE SECTIONS # ALT'ERTOWES ON SHEETS 13, 14. 15 &I6)--------...,_._--_...- --,._­_ _._.-..... 3' MAX R-IA/43, R-2A/13, R-3A/14, R-1B/T3, R-20/13. R-3B/141 3 MAX. D.M- 2()r -' - R-IAW/15r R-2AW/15, R-3AW/i6. R-1RW/1S. R-2BW/15. R-3BW/10. r--- ODt(:� --- - w--- _- - .�_-- - - --- -r d O 0 D G O 6 I --- �1 -- -1 -F - r­-F-7 --�---1 i * I i I I I i i i i I E _� f � `'' � I ��:i I L2 I I I� � � 1 1/4"41-20x1•�S.S, BOLTS t4, i& :.,, ! Y• /'•� I (USE FOR PANEL LENGTH {MAX. ITT � OV ER V-5') � °( PANEL LENGTH ') iREGUTAR STSTORM% PANEL REGULAR STORM PANEL H'-11' O +40.0, -40.0 p,w,f. { ,� MID P. (W OJERIAP PANEL LE7NGRi BOLT) 1 - "-- - - -z -- -1 - ----i- - I i t- � ' ; UFE SAFETY STORM PANEL - ` 71-61 a +50,0, -a4D Pa.f, I 1 L.I� WERLAF P I (Wj0 MN) PANEL lFNCi±i 60Lij - d k n" } �( F\ A i -5" t USE 2' YIN. PANEL. L47N.TFf I - 1 4`w- Ox1` - _ _ _ 2 / __ _.;_ _ _ AT ALL - � "`A%i i - MOUNTINGS S,S, BOLTS W�i . c I I r"' i -�"'.*�`" �::. 'i T A ER OVER64P" � I I'IL ' __ i _ _ �_ I - - - --t __- _ ; -_ _,_ _ __ ._� . _ —_ --- __ q'"_ T 1 } - 2 NOTC!'kS A STTI°U _ LOCATION' O LIFE SAFLiV"" I .-. _ _ : F 1._._.. _ i I _�, D.ILII. WJ L. I^ e I 1.. ... PANEL BOTTOM CORNERS i. i I I l - ... .... .. 1­­ ­ - I i� at ) WING NUT AT __ EM,RIQR NANO NUT AT y ma LEFT PANEL _-.�RIGiT PANEL 3 NIL. t INSTALUTKM ONLY VA3D FOR WIND j I' MIN, R TA/13,. R-2A/13, R-3A/14, R-10/13. R 2B/13. R 3B/14, t MINA SPEED UP 70 170 m-i,a, R-HAW/15. R-2AW/15. R-3AW/16. R-1BW/16 R 2BW/15 R 30W116. - --__ ,_---_-_.:__--._........_-._. _-.._ _-ANCHORS (SEE SECTIONS & ALtERNATINES ON SHEETS 13, t4 15 &IS) „-. --.... _.._.­-­,__-,_ T -.._._... I/# MAX, GAP LIFE AFETY jORM PANEL E LEVATION (F) I STALE 1/4--1` rf REGULUT 2897 ."'REGULAR t STORM PANEL (- 045AP t WOE VILLCYJ STORM PANEL 11 I _11 I� _ - + tI - MAX.`!cAP� �l r ��I MIS \ . r - -,-Y_---_-'----_-=-_ _. _- -- ---- = ---------- --- -- -0 --=_ -- -- . ----- - =s *:fifa LIFE PANEL , SF' z FLORIDA BUILDING CODE Non High VelocityHu Icons Zone �> � -s ' A..z AQp207 tAo f 24 GAGE GALVANIZED STEEL. STORM PANEL 'a Sf N.,...' . - ( ►N=• GLOBAL PROTECT PRODUCTS, LLC. 07 DATE C ION A -A YtLLT�.iSEnN k ('AYI'AMY .BN 9.fY. Bt 67 " Mw L t F4'-�/, BKltl, k a31, LAAw- n- A31. SCALE k/e-l' Nv-- C.) p�-»1 . . W$ 41,-1m1 ROE IeAA)mw4 7ISMS, AVC (4M)YB-Irm 20-175 OAAA413 Mo: FA-O�6714. Aw.wariY. i+x P,L SFX./40tdM1AaflOA+E WILTCR A 1ILR N., P.E, m 17-t1t SNER 12 O 1t 7 I MAU EQR UFEEM f!ANEL INTO WOOD STRUCTURE'S ,: -T- , __-. _I——- it _ I ,I 1. ,'- 1 11� f WOOD HEADER :.`-_ w - Nil WOOD NEMER _--! WOOD NEARER ,?t HEADER '< -- --,I ED -1 UIREA Y I II `-r'-0 _-� (MIRED 4j1 3� j'{ '., 1(4'0 TAPCS4V ;/A'w TARN ) :11 4'i TAPCON ,I tom' ," ( i 4". TAPCON :'� i i{t 1 ANONOR O. 4' D,G. ,. ddyL++ (t ANCY±OR to 7 O,C. { 19Y Ir 'IIIIF ANOhIW O B' O.C. .: , AFICNOR O 9' O.C. ty .IL °1,4 '1 X ke h ,,I /; .1 I-j+'�j^gj �11V 1 / ! i : " +' „ s 11 1 / 'li I 1/2 � tf4' .� i, j ` 1fY t1/a° j T!2' .Ij4. tJ2` I t/a' --`T 2 ., __.I I . Y ' � 1 + _ s 2' ?. 1 _ 2 4,. Al A . �Ck` _ I I : MThl I ! Mil . ,,.. yli I MFn. `'.. I'1 ( Mht =: I r ;It ,t ���• �! I ! .. .. : - ! 1 • I.._I B L..,. 0 -,, I A I i I 1f �k• 1 1 2n.1' II I 6 r-t._. _3.4 >xx.3s w d , ExISFIt J -.., 1 YS-Sbt' r -.. ..-"Y" -_- jry'-.'-`�ro AX FA i I 114M-Yflwk' -_ f ( s$, Bar_s�wA� ql a,', ' F Ss owls w. In :._ -. 8 ' .� .,._� AI GtA55 . „ FA. O4RA- - , EX • x' GLASS It _. .,. _, �.J ..:. A � :i EYLST) II F I I,. . R3R O,W: - illW _.... s H f QLASs z_ ,_ . y cus -.,.._.I II i ]AtA'pMI OAMt T I I __--._ i..._...I PANEL 1 1 it MReN OMw Y-WS 1 II : , ._.._... : 0 .wy 11 ` 1 i �" ITN 1 ( $$ B 1 ' 1' LMX jj ! _ ,_® .-1 _-, ____-- M_�_A--..-.---. -..__L__ PANEL LENGTH N -�,..-­---t A..�_#............. ,_.__ 6" C6EE ElEYATION t � (SEE ELEVAT'lON B � PANiL kEN67T1 n I PANEL F£Tdv-iK I1 _� 0 i ( ON SHEET 92) - �.� . 1 (IN SNFiT 12) `SEE ELEVATION _.-_ __�. {5N EtEVA'I2) R } -a- T_-i�` _ - It --T- --'I -i. '__-..k I p i i -�/ ' OR SHE:€T 72} I R ION SHEET 2 ) n i 1' MN _ 11 1• W" i 'L. -�.a.--._, w=.==--_.�,..e-. ;, 7�,} N----SEPARAION- I i a!!".- I'' '� ___ ,L__ -� 1 51 GkAnS.S0 ,.. 1 i% L/2 I # SEPARJ,7Tm t : O.:f -:. fl TO GLASS .._t_._. F p y.W. TC1 GLASS, I - !1'� 1 IF --SEPARATION. r`1 I '; 6 i 6- 4 �" I � y I TO GLASS. - 11 _. 1yF. 6" - p • ( -.. A I 111 EO \. - .,.E '.� E : G:C i i ED, ,t "' .� OG j E(D i11-."-.,„ 1 ,_ .-....__._-1 . .._.._...1 _ ± L." . \ _ i .4 { EO - ..,..,fis Rd//y��/�(M Rs >O 1N _ a.. 4n. r ._. .: '. __'_ L--- 1 ED. ;:' ._ _._ _� _. -._._) 3` -.,. .+', .. ij+`--" 4'+-20.y.T/4' N 1 I I, Ij , '. li 00 11 w/ .1c. �'f _ q i%2" `` HALL- s- i 2•x4' W000 1 i " ` � .i/2. IWx U--5 sot. w t !I PLATE �` �, V. �+ ;I; , ' . .1,'4'i TAPCBY - - I ',!. 4'i TAPCOL EtEWItgO } 'I 4 t"w TAPCON 2•xe W� :� 1 a ,2 ANCHOR O s" O.C: k ANCNWR @ 9' O.G. I ,'� ANCHOR O 9` O,C. PLATE. I' 4"i tAPGGAI '- STAGGERED *1 MO , 'F: STAGGERED W/ SOU{) . I REQUIRED `, ' ' I l S � I x I -' ANCHOR O 9" D.C, ' § f "11 d' WOOD i i i.,-.I -+.'. __ 2"I WOOS I E' , 1 � } t' 1 ..:,:, .,.., _'. :7 m REQUIRED ..., '. .,-...�n.-.,w_,..._, - REQUIRED ...,-._.e�., .... �.. S '-: k t + L: T - 1 ! � ALTERNATNE R-1 Aw AL �(� R-t 9W Aj UJ AT1V R--ZAW Aj,T��T(y R-281N O REGUL#R_ PANELS �� (� PANEL Q REGULAR PANELS J IF E SAFETY PANEL WAIJ MOUNTINGS IHi1Nf2NM WALL MOUNTINGS SCALE 3/8-1- a TIi4 SCALE 3/@^,• .•` i." M FLORIDA BUILDING CODE Non High Velocity Nu CC* Zone) 1i5 4t : s ,. 44I (?T = ° n°'7�°''" 24 GAGE GALVANIZES STEEL STORM PANEL F•r. i, INSTALLATION ARE ONLY VALID FOR A,S.O, DESIGN = ,A, = OR" iw, PRESSURE RATINGS (p.J)} AND PANEL LENGTHS AS * * /_._ KC—1 / �a. �RL mM/2mP PER ELEVATION ON SHEET iZ 5 -p'.- STATE U ' -- - I L E C O 4Ns. ' •0B�• PROTECTION PRODUCTS, LLC, alE: 2. FOR NEW WOOD -FRAME CONSTRUCTION: WOOD ' 9 ' to 9.R. s, STREET I iAUt A, Aw MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC : �Yr "ZORII) - , Ze3 .s" "'` a a- 21k WIHSIa IY.Y36, n MI. D'WtE. R 333,A 20-175 DENSITY OF 0.55 OR EQUAL • '•� L •A ' it i .=-tl �m'a �'_„'k PIm1AC: (4sNTAW Isis. FAx: (w4>85s-SfaT �/ •• - a-000671v YMra. - .xr ALL GYAWD w: QNAttIE/MTE w �� - ri#0144 4VLtER A 0LL$ J:.. Pd r m ft,a1 3 - iSRF:ISO 10 (VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER SECTIONS T THRU 6. ON SHEETS 4 & 5) MAX A,S,p, (DESIGN PRESSURE RAg�G P LUXWFMM ANCHORS SPACING FOR AnAt E.O. PER SCHEDULE BEAN' APPUCA$E - & AINT ALAxIMUM LIENOtH (t4.) AWL. AS,D. OES9t'OI P SSURE RATING ' WVfIMUM ANCEtORS SPACING FOR MIN ED• PER SCHEDULE BELOW APPLICABLE to MwtwAtw PANG —L. 00 TAPCON SOLID -SET AA FEMME ro :. PLUS ZAAMD-NA" ,TopANEIPANELLOTE. CALEL-iN TAPCON SCUD-SETPANIO T P P 7AMAC-NNI44'! CALK-M # � ,ro. LOIiIiEIE L1VCPflE '. TO COlN2E1E allWn.TE ,xlbTO MBI V THEM TO To 10 TO Rf 9A1 COMiB1MATN7,N, OF 711EM }+as, -6,9 +75- 75 tY Is.13 TS IJ IY 13 t2 is la 7 5,-8• OR MESA +jai. -75 .Inx-11£5 t3 a 73 14 t/ 13 1/2 T3 !2 /2 5 /2 ?J• / ) 5,-6` OR LL-a5 Is' ( 11' 13' 13' 1Y is' t3' 13" 73' 12' 13' 10' 1 _ (8D1TPN) /3' t 6 /2 Is' 7Y 13' 9' t3' 9• 10" 7t 2" j tY 6' i OM} 13' 1".13 At' tY 13' r3• 13' 13' 13' 13' t ' 2 13' ta' )P CT } 3 s r Y 1D 1 j2 13• 1 e Y / k3 I 6 Y ( /. 11 f 2 a t 2" / 3 41 ' r 2 z Crop) p-) 72r ti' 1Y 13' 13' iY 13` 1Y 11' 12' 17" 10' 2 (@OROM) ,Y , 7• t3' 13` 13, 9 ij2 93' 9 11Z 10 ijY 7 1/Y 13' 6 1/2• 2 (B0110M) 1T it' 13" 13• 13' tY 15" 1Y 13' t4' 13• • f0 3 (TOP) 1' 3 7' !' 3 1' 3 t Y 91 2• / t3 9 / Y i t a /2 1 7 2 / 13• e' OP 3 (TOP) - 2 1/2.12 1/2 6 Ile 6 Ile 12 1/2' 12 i @ 1J4' 6 t/}" 3 (BOTTOM) - - 2 if2. 12 Ij2 61/C .. 6 Ij4" 12 tf2'•8 1/4' - - 6 Ff4" 6 1/4' 3 (BOTTOM) @' 1 5' @' 6" ` 5° Y B i 2' 8' 8" a r/Y 4 (RSR) 7' 3y @'- 5 Ill' 7' 3 IJ2' S' a-. 4 } 1/2' 3' Bvif2" 2 if2' A Crop) 6" —.---,a-,- @ @ 7 J$' OM 13" 1` i. i " 3 77" t3" t " 3 93" 13" 73" lY t 3 t0' 6 :} i-' 3 612" / 1'-" 3 1Y 13' A` 1 " J 9` 10" 792" / t3' _ S OP (t ) 5 id 7 3 i 3 TS T3 1 S 13 tJ : 72 T 3 itl 5 BOT7" M ) { 13 7 73 1 Y 1 3 9 1 2 / 4Y B. i 2 f T4 f j4 1 Y"2 3' @ a ROM (� 43 13" - ti` 73' tY 1Y i3" 13" 13' 13• i2" 13' )O ' 6 [FOP) 13• 5• t' 3 l0 : 1j2 1' 3 @ Ti' j 73- 1 2. 6 /. 71 5 1 2' / 13` -4 7 2'6 1 l OP IT ) _ _ 6 1/4" 6 1/4' 6 1/4•. 6 ,/4" - - - 5 I/e 6 Ile 6 (BUTT••) - - 6 HEAL 6 i/4` - 6 Ile 6 1/4' 6 1/4" 6 Ile _/2- -u 6 1/4- 6 Ile 6 (Bair.••) IS, 7 I/Y is 13, 13" 1O' tY IV ,I- 6' 73 6 1/2' 1 } > .- TO 6'"0 tY 3' Is- ?O ij2 Is- 6 ! Y lY @ 1/Y 7 1/2' 5 1/2 13' 4 1/2' 1 (tap) }5•-6• To r-6' 13` •7 1!Y 13' 13' 13, SO 1/2' t3- 10 1/2 1 ij2" B" 13• 7' I (BOTTOM) f1" s ij2' 13` 1Y 13' 9' 13• 9' to' ,7 1A- 13' 6' 1 (BOTTOM) 13' 7 ijY. tY 13' 1J' fO' 10' T1` 8' ta, a 1!2• (i0ej W 5• IY 10 1/2 13' 5 1/2- 13' 6 1/2' 7 1/2' 6 1/2• 13' 4 t/2" 2 (TOP) f1" 7 1/Y is" 13• tY 10 i/2 -13, 13, t0 ij2 91 tjs'. a' 73' 7' 2 (B07?OM) IY 7' Lr 13, 13, 9 1/2, T3" 9 1/2. 10 1/2" 7 1/2' 13' 6 1/2' 2 (BOTTOM) is' 7 1/2' 13' /3' .. 13" To t/2 1J" 10 1/2 It aft. .. @' /3" 7" 3 CT ) ... tp 7' 13` 1Y 1Y 9 t/2' 13" 9�1/2. 10 1/2' 7 1/2' 93" 1. 8 3 (t�'} - _ 2 I/2.12 1/2' 6 1/4` 6 Ile 1:2 1/2- 6 1/4- _ _. 6 1/4" @ 1/4' 3 (g0mw) - - 2 1/2'12 1/2 6 Ile 6. 7/e 12 1/2".6 Ile - - _.- , 6 1/4` - 6 1/4- 3 (BOTTOM) 7 tf2`'.., Ij2'. Y 5' 7 !2": 4' @' a.^-1 j2^ 5" 3 Ij2rt 7` 3 R {TOP}.. - 7" _ 3� @' S 1/2' i 3 1'/2' 3- - 6 I� 1/2' 4 (TOP) $' ._.. ,. - B. - 8" ----.- @. - 6•: - - Ir 4 (BOTTOM) W, , - B Ij2,.. +... 6. - f• - 6 t/2-.. »..,r.. - 7- - 4 (BOTTOM,) 13' 7 1f2' 13• I3' tY 1O I1 13' 10 Ill 71 1/2. W 13^ 7' S (Tap} is- 5 1/2- 7Y Is- 1Y 9- 13" B"' lo' 7 Ij2" f3' 6' 5 (TOP) 13' 7 1/2' 13' 13' 13' 10 1/2' 13' 10 1/2 1 1/2' 8' 13' 7" 5 (BOTTOFij 13" 7' 13' 13" 1J" 9 I/4• 13` :9 tl2" /W i/2. 7 t/2' 13' I 6' 5 (BOTTOM) IT 7 ij2' 1Y I3' 13' 0 1/2 13' to i/H it i/ 6' Is. 5" 13' is, 6 1/Y lY a ij2' 7 1/2" a 1/2' 13' 4 ij2' (fOp) 6 Ile 6 1/4-1 6 1/4- S t/e - - - - 8 ,/A' 6 1jA' 6 (BUTT,") - - e I/4" a tf4' 6 1J4' 6 i/t' - k - _ 6 1f4` 8 7/4' 6 (@OTT.-) SEE SKIM 11 FOR ANCHORS TYPE s SPAoND Raw NSTA-tA110N6 Mo WOOF fMW6 HERE"" 5. • MINIMUM ANCHOR SPACtNE& AND MINIMUM COM DISTANCE ARE ARICA s) OR TINS 9CtiMILE. n)R 4R LEES THAN INDICATED ON SCHFOVLC REDUCE. ANCHOR SPACING HY MIEfIPLY141 SAFWMID WOW ON SCHEDULE BY THE A XLGWBM FACTORS FOR THIS DAMN N TO BC POSSIBLE, REDUCED. SPACING OBTAINED USING FACTOR SMALL Hot BE LESS THAN MOO" SPACING 00"M FOR FACT ANCHOR HYPE ON THIS SCHEDULE t/4'. I/4;- 1/a'. 1/4'. 1 P. Ile. ANCHOR TYPE -- OP004 - - smx wFEMAUE ° iiE zwNO-HwI1 04X! NONSALA,1 ANCHOR. SPACING on) 3 3 3 3 2,/r 2 1n ,mymm,ma O-) 3 3 an' s' 3 3I/r I 2 MSroma"J IaNii76 Rmlf 3 3 k/2' 3 in• 3 1n 3 Tn' As;B- FACTFYR rvn' n36 a. /?' 4,51 P.Mi - -- nit . _l .._ s o.40 PTO ,- - n0.1.-- 3 9 -I--- - 1AQ l.Oo __ _ ._ �_ 1pp -` SPAC1h t' NLY VALID WHEN SPACER 9 IS USED SEE T�kBLE �t FOR MAX. ALSO. DESK;FI LOADS & MAX, PANEL LENGTHS WHET) SPACER t�1 IS USED. 1/4"0 TAPCON_ .__ _..OUSTING POURED 1/4-0 TAPI ANCHOR O B' Q,C, CONCRETE OR ANCHOR O Mf CONCRETE BLOCK 'g/,- REWIRED, - 1-11,I I ,1J{A. , .... _. I i 4b I' 3, SOLID E1lN5n1 ...._..__, , x'.-_.a AT fA ! CLSS ILIA FOG PN€i I Of I imuH GCR r-aa _-t 1 I _ _ 1 'L" Mart. i : PANEL i:.)Ip6TFi t -� . EEEtVtN 1. W., k ON SHEET r2) -SaTO GLASS, SCl5, 1 I 11 1 U2 1 r. 1 i E.O. 4° ? I `.l's GN tlr I., 1/4" - ---- ! - " F T - � _ __ij4'f TAPCOW ANCHOR O 8' D,C: EXl5TIN6 POURED = OREA OR ' 'CONCRETE BLOCK REOVO ED, A A.SA DESIGN LOADMAXIMUM SANE' LEN 40 PSF OR LOSS .,.. 6'-6-6". > 40 PSF TO 50 PSF - �- f -2• > 50 PSF TO 60 PSF 5--10" r5 %=i PANEL LENGTHS ARE ONkY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C, INSIALLATI0 DE'AU F98 LIEE SAFE'Z'(FA EL I INN POURED CONCRETE OR CONCREJ ;_B_LOCK STRUCTURES E6iSnNG POURED 1/ef TAPCON__ ,. „,-,EXWING POURED OCl i-[[[..-CONCRETE BLOCK REQUIRED. ,,' ANCHOR O 9' DC / r` � ' CONCRETE BLOCK RE01)BiFA. _..w / 1� A . ly% E,0 I'll, ; i s r / I, M n t I -5EP RA 1 i0 G1- s.{ _._ I / 4YM-9C4," .. r Bx.15 w 4-T 1 1" LEM - ,_.. _._ T 6 PANG LEMON i ' SEE ELEVATION I _t_ _, ._.-i ON SHEET 12) 1 r r f r" 1 __-- I I I ;'"'- : ff,,�� f k --7/j�j rg ti,✓ ED &a rr' ..•^ j e 12 in' oG 1_ ' I I . _. _ I _ .. - f -1/4'w TAPCON� 4MCwR O 9. O.C. 1 DUSTIN; POURED CC'NORVE OR �'IC'��•-1;ONCRM BLOCK REQUIRED. $FidL.ie. NNEL SE bto & to DA AHtsiFxtS fCe TE :-11. TYPEA SA FOR HSAWTOB INTO VAMIE SU C NMiA ANCHOR SPACINGS ND MRBM�w*#,,mom sBGNn) 3 . �M 0-1A OAJ Q.,wral. fIA,M. d31.}. 3 _.. - EQOf DISTANCE ARE INDOo1T� QN M13 SCHEDULE FDA E0. LEIS TRW wNpuATEOp,4,1 OR S:iETANLE REDUCE ANCHOR BPACHx. s BY MULH IN, SPACING SH¢wN OG SCHEDULE BY THE FOLLOW" FACTORS,_ AfAfY2. SEE "Ie6YIz _ 4Y CIOR /2' � FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING"TUNED Um F.C.SIRE Nor BE UESS THAN -� _-".- -.. 2 1/2*-- .' ___ _ 3• ._ --____- -__, ----,I--- DSO ___-._- :-,-- MUM SPACING INGOATED FOR EACH MINIMUM ANCHOR TYPE ON THIS SCHWUL[. I---.----- 3 1/2• _ " 1/4'11 TAPCON ANCHOR 4 B- O.C, "2`WiREfE BLOCK CONCRETE REQUIRED, OR = N .R- 2 REGULAR PANELS WAjj WOUNTiNGS I.HiLl"n - SCALE 3/8-1` 1/4-0 TAPCON ANCHOR a D.C.CM -._._% �EPOI�ED DA - - CONCRETEBLOCK REOUgFED,'✓ " . f.�.."E t 1f2" ' 1/4 MAX EDi : 1 I• W, �EPARAnl T- OLAS EO j-J1 i 4'A- / Ss Bars vY' AT FA o OR2m1'�� I L` MAX, PANEL EL LENGTH - (SEE HE12) 1 ON SHEET 12) t : 1. _. 1/4'Y-M.3/4' —SS )Ix M5. i 2 W e is , oD ;.( . AFId14R O 9' D.C. El 61m POURED CONCRETE OR "tOONCREii BLOCK RE4UIRED, O Le SAFETY PANEL INTO WOOD STRUCTURES ., °G . IT -._.. i 1 _ �l.'. W000 HEADER - -CORED 'I , `TiEOUTRED I ( i 1//4 f TAPCON 'i 1//A•f TAPCON I 1 iCHOR II 9• Q.C. I -'FfGCFRiR o 9" O.C. 1-{ �, l ,�,,1 ij �I j it, .,_ii'i s"- i 't r I _ !r! , Ie �L1 'IL�I -� } -• ) I -' ill S/4" , .: t�' j .1 f4- 1 iMn 141t- I Mm rAl : i ' i I I I . i L I t 1 I ,i tf2li.,' _.. SS. GSAPd W' 1_ EX SDI 1 1)J4'wmYr' p ..... GIASS ' ! '. 6'3ibil5 w 1 - ' AT EA tl /` I : ,, E1LL5T a II _ ::,: - : .: I fAt . iMR 7---1 GLASS ti ' i,_ MAIL, n IIIL MAX. -I _ _.-, PANEL LENGTH Ir-.-­-- , - 6" PANEL IENCTH 8 i {SEE ELEVATIVI 11 I (SEE ELEVATION It I ON 52f€ET 12) 0"'-�--. � ...,T_. ON SHEET 12) N - i _ U m___.___ ' it i' NF,. 1 I .-., _ _ -4= ��--sEFRRa1KSM` 1 [ - `- -Y 6 1' Wn, -! i TO GLASS- -'1,"_.J ! ( If---^�SEPARA --' 11 R . i Lj2. k I S. I �,., ,., i __ 4 i. .• 9 >7 1n' OC '- -.. EQ 1 &�-1 j __,__-_-L__.___-1 Et- + -.� 1 1--1 L t I I 2Pt<1£ Wes, `- - i 2''4 , (', PLATE ', REQUIRED _1,/4"p pANELMAiE PLUS REQUITED , 4+, (Fr -1 /q'A PA7NFLMATE PLUS S ANCHOR O 12 Ile MC. -ANCHOR O T2 k/2' O.G. �, I (i i t ., I _As,._ _. _ ... AIJEBN:TIYLR 3AW All RNATLy� R-3Bw O REGULAR Pdxctt O I�FE „yjIFETY PANEL 0 N 1 IINI11" MOUNTINGS �rLA A T1, t/141, Y SCALE J/B-1" ; 3i y3 JCF Y s'' N1 0 4416T • S FLORIDA BUILDING CODE Nan h VelocityHu rioane Zone)) 24 GAGE GALVANIZED L STORM P 1, INSTALLATION ARE ONLY VALID FOR MAX. AS.D, 5 STATE OF : ,ty�,, �__,_ STEEL M PANEL DRAWN en DESIGN PRESSURE RATINGS (p.s.f) AND PANEL S1 .. FC0R _ _.-- r j�, 'COiNe_ f2LOBA1 PROTECTION PRODUCTS, LLC, _07/" LENGTHS AS PER ELEVATION ON SHEET iZ NEV CONSTRUCTION: Yhhh S/ONAL ti nM Am sx. 51 STOW -. 2.. FOR W000 FRAME W000 j �-y. M,� k EwGNEEAINO AMY 1Ls. 3sM.4L.I. SIx—k -: A SMY DAME, Ft- 33314 MEMBERS TO 6E SOUTHERN PINE No 2, W/ SPECIFIC hNnN,uFit4ti` P. ro.. iwMt R,-,Ate . E-: 43u1 MN-tak PImHe Ns+)a>�-xeq SAIL IMSA)05wa3n 2G-175 HOWL- ( .-,C. Dom's � .. .w 011-4 NH, DENSITY OF 0.55 OR EQUAL I PfT� run A.1 m ,>•iq + : Shm t6 or Is N N r- U) �O Ca N � ` U N 0- O L- C m -0 0- •� � N U O 0 C C Q O M p O LL I,- N 0 E L ��T•�A 'a'^) (n O C <V 00 V Q z �1 LIp U) ^0 W m O 0L 0L J= O Cs ,= w .rm :.. W O i c= -, o ca v c'3 N .O m yg ll !1. C cc O t_ .D N _= O cu w N Q7 N a)17. Z E "' c c O y.., Q cJ 3 3 m y a3 -= V w 7 C N to a -m to E AO O W 7-5 z Q J a ' ♦--O ( rW i W m 0 L- CDL 0L -+-J C.) 0 L_ 0- `�,U) m -. W . .- a . - i/ ;V�'�E�- r'I 1"I I Y ' e A .$ li - 1 - A .V r - .. i.'. - - ,: - _ - _ f� f �N1. , ' . .. .. /^.. ..TF.F a,....- ..T'v4._.... ....13. .. -1 w .. .» :-. -. r,...-.,...�.. __-• ,.- _ _ w. __k .. .k. _ .Lai. __ .i. ''.1 .- ..,V. w _..s. .:`d, -.. .. _ .awn..,. .a•_.L _kr; SHEET NO. SH 1.4 4.i :] 66�EZI/18. EZ1 W/1 B ANCHORS SECTION EZ1 a:. AITERIATIVE EZ1w ON sNEEr Y Min. j 09 (SEE NOTE 2) ... w` 0(SE a) bb Lit 4 /16 f ALUMINUM DF - - •F pp rim * LAST PANELQi TO BE WSTALLEO AT EACH OPENING SHALL ALWAYS BE - _ 1/2' O O C 0 O a { I p :d d' O �(— PROVIDED Wj REAR HFddOLE TO FACd11TATE INSTALLATION IF INTENDED 4 i 70 BE INSTALLED FROM INSIDE OF STRUCTURE. ,l ,1 1 I � AT 2 PER. PANELsox _ _ OF L ( (Y }, j1EF.ldd1 "N_�. E 2 HANG STORM PANEL SYSTEM `'T' { N V N OF PAN + C K v TT 4 I (ENV PANEL, • I � (friTER10R PANEL} I (INiERk"JR PANEL) j (trfTERiOR PANEL) i (END PANEL) I ! �' CO SST G EL on1, TRIO 5 OP Rr B4 [iM r SEE NOTES 2, 3, 4 t I ( I i I I j SEE NOTES 2, 3, 4 P i 1 {{ (2). END PANELS SHALL ALW YS BE CONNECTED TO BOTTOM TRACK I I p, ! E I I { OTHERWISE AT TOP OF SUCH I � � E ISE A STOP BAR SHALS, BE PROVIDED D SU I 1 PANEL Y%NGPTT PANELS. . i > -.. «...-; * ,,# (3).. IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION tt i L - ____.t SHALL CONSIST GF 1/4"0-20x3/4" NI W/ 7/6'9X3/32' WING I}1 j j .ELT-eD PANELS Wj P/ar-2Oa7' ! NUT OR 1/4"PX3/4" Min. THUMBSCREW INTO TAPPED BOTTOM 1 I S,S. 8( TS w� Is EA oPErut•P TRACK- LOCArfON OF FASTENERS MAY BE AT EITHER OF TWO (SEE SECTIONS AS APPLICABLE) EXTERIOR FLAT FLANGE-, OF END PANEL. '. - ' F' "L` (4). IN CAST THAT END PANELS ARE .NOT CONNECTED TO BOTTOM T(_.)_.1..._�_..,..�_t.�(L,r _)_'_-�_11 I__ .._._t..._ TRACK {i.e, A SrOP HAR IS ONLY USED AT TOP) A7 LEAST TWD I �t rrr T� f 01 PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS -INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF LJJ1lLJJ_L JJILL IS i•L1SILLJJ LLJJI-IJ_L,LJJ _t.PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION 1W/,! NOTEr" MITI INSTALLATIONS 0'G YnVAUD FOR WItJO TEZI/18, ';PEED -"`tSEE SECTION E21 4 ALTERNATIVE E21W ON SKEET/1B P3Y ICAL ELEVATIQN FOR SERIES 2000 E—Z HANG STORM PANEL O)SYSTEM[ M SCALE: 3/32".=T" r r•" MOX,. CAP � � 2.sar(Mg4 ,mIr1AP - � _, MtX1E ,tlL1EY) JA �. t1Ax. saw () ,.�� SECTION A -A euHTNNI SCALE: 3/32"=t" yr "FLORIDA BUILDING CODE Non Ht h VeloCR y Hurrlcone Zorrp24 GAGE GALVANIZED STEEL STORM PANEL4167 - rSTATED 1lLIECQtr�c. GLOBAL PROTECTION PRODUCTS, LLC.cea0 S.W. 3, SeEFT (il t� .,1.6 '+s: sw, m. za rPax:u, sw Q"c F1, mi. 20ffi1J5 yr P ww; vmu PURw Mor o s -wa ML ")SAW-l"34 ra%, {eS4P -ff P4 ✓;r + QNRt itdl<.g�` Gfl$>aMr�}34 ea t,-Ia mrs %Nsi >v�r BRAAWWO W. N} W Tuff a 4 TuffN., P i y+IMM .E 1}IHLLLL F at67 - eifP.tT ENt3INEERING EXPREE958 1'SRD0UCT EVALUAT113N REPORT September 15. 2020 Application Number. 178BLI-t.- £Z2 EXProject Numbw,, 20.31643 Product Manufacturer Ali American Shutters and Glass Manufacturer Address 1540 donna Road West Paim Beech, FL 33409 Product Name & Desonphom 24ga Galvanized Steel Slor m Panes Large Missile Impact Resistant Scope of Evaluation: This Product Evalustion Report is being issued' in accordance with the tequiremants of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20-3 005, F,AC„ for statewide acceptance per Method t(d). The product noted above has bean tested and/or evaluated as summarized harem to show compliance with the Florida Building Code Seventh Edidon (2020) and is, for the purpose Intended, at least equivalent to that, mitUred by the Code. Re-evaluation Of this product shall be requited following perthrent Florida Building Cade mod lications or ray. I Sutsstantiating Data: • PRO��A�����NOD�00� FX drawing #2MI543 tilled "24ga Galvanized Steel Storm Panels (HVHZ & Nwm44VVHZ)", sheets 1-5, prepated by Englnaednlg Express, signed & sealed by Frank Bennardo, P.E, Is an Integral part of this Evaluation Report, • TESTREPORTS Uniform static stniclurat performance has been tested in accordance with TAB 202 task standards per test re s #81`-ASG-17-001 y Blackwater Testing, Inc. Pam() by 9 Large missile, Impact resistance and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 test standards per test raport(s) #8T-ASG-1 7-001 by Blackwater Tasting. Inc. • STRUCTURALENGINEEWNGCALCULATIONS Structural anglnearing Calculations have been prepared Which evaluate the product based ran comparative aridlor'rational analysis to quality the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Spam 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12" AVENUE SUITE 106, DE:ERFIELD BEACH, FLORIDA. 13442 (954) 354-0660 l (866) 396.9999 TEAMOENGLNEERINGE%PRESS, CON ENGINEERINGEXPA65S,COM ENGINEERING Page 2 of` All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used In the design of this. product. Separaltion from glazing Is not required for Installations, outside of wind zone 4 and assen0al facilities. Impact Resistance: Large Impact Resistance has been demonstratedas evidenced In previously listed test repod(s)• and is accounted for in the engineering' designofthis product, Wind Load Resistance This product has been designed to reslst Wind loads as indicated in the span schedule(s) on the respective Product Evaluation Document (i.e. engineering drawing), Installation This product shall be installed in strict compliance with its respective Product Evaluation Document (Le, engineering drawing), along with all components noted therein, Product compdrrants shaii be of the material specified In that products raspoCHve' Product Evaluation Document (l e. engineering drawing). Limitations & Conditions of Use: Use of this productshall be In strlot accordance with the respective Product Evaluation Docurnenl (I.E.. engineering dravdng) as noted herein res I bed designed o resist alisu rim osed s and shall be of a material All supporting host structures sisal eat t res IQads PporNng Ba lie P listed In this product's respective anchor schedule. Host structure condhions; which are not accounted for in this product's respective anchor schedule Shell be designed for on a site -specific basis by a registered Professional engineer. All components which are Permanently y installed shall be protecteda ainsi Gorrosion contamination. and other such damage at all gores. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ), Respectfully. Frank Bennardo, PE ENGINEERING EXPRESS" OPG(M6549 I Cen. AuTli. 9985 160:SW 12" AVENUE SUITE 106., DEERFIELD BEACH,. F0REOA. 33442 ('954) 354-0660 1 (866) 396-9999 TEAM 0ENCINBERINGE%PREss.CON ENGINEERING EXPRESS, CON tBnNX 9Jnhabi,,ar r r OL,,yvNF rI ¢ Xt ttnr a x or •, }J .L ':F I,X": 1 Inn T.^' -Ltiti •-IA. Q _ t eon w I rpi s ILL 2zil V.ef.' I , i_O7-LL o.�IA UI. F - T- Jk .tC K u M1r k r , y 3 19 c2 i t: K ry O N pp �P I" c' em W c _ 3lit rc F ar. ti 4. R Ivn-e'r- W XI+h�55 W. �µ i S I }, T, ]1 r1Y t..l} 4-f .tr H'CR - rv+; H. YkY _ Z M D ' ALr�Rt1AT-HLIfL4DUT c burmrn.-EzrxGsmns -I.rca L .,..x_ roof, PP =.mod: _ r:+WNN IVI't .�r sin nFl =,f.r F I r a -*SFzr lu GEIL]NirlrLOOR Hsu Nr LCTION LY tu'', fs 'A f Y. rlt4 4A m lt� �a Y - - ay�j':. z .�, uF-_=sal �`f.. nwuw rnu nenml.Sau4y 'I :rt .r. _ 41 ` ukc n:F Irlu' um _.sc cz c a tvRr r� yg r ;a¢ z a H'�.L.<+•�.IA" = '•' w J- G rk• - - D Ll. bUHT S-CTIb}I IJ1 G -J �.- a •k""y I�•� r, Irro=,. ur,.., r creJ m I 1=�.sR- ,r r, r t ilti I R t i Y� a' s, - Y' 4G 'r fKIG 'J2P. :Jx.rA. n - kt IVVL (n,,rvn,xv HA-' LU QQ� ltti m >a' ute E L T. c!. rt 4 SIR y IJ:N lrl'J Y _ Lilo YYL Y 1 C +J I "e 6y� qq *cqp 11qq H.,EIlrn' - law e F�i:eLt ,H <•,. t.Y_J4'�-... I�4P?II"ttt ruts, q a IY p ..L,t r, R EL i Ram Y IrH 1°T 61MR4RFAWLIENRAPIOPE F 1 .r,ry 1 a{_ Lri ty,.3lnL,trlr ;rlrrlrna •A-"- �:."11'"•I^rrnn 20-3I543 -•1' ,.v. HWPeaucPxrnmNe • T L�H1 I -I Lt• R /';10P110NAL TCPjYgTTOMCI6S11RE 0.ZAiL .DIY lrtl ry .J, r...0 > 8 f'y-'t' LRD&kPNR}g4t Nnlnll sFiJ Ic11i r"k !¢ uy N(.(1 }IpOXrwnlw S t_,roN mot, Pool" BLRACK 1/1V# TAPiON fWim RETE REOUIREO. i .,,, - AHCi1Drt D Y-aO.C. T",t-.�"�V 1{- i tf#'P TAPC4ti .. _.f /14at'rX HEAD Tflt we00 tk'FDER f I +,.. �YT4%1' HEX tif}D TFJC SSG FROM RE BED — s " I �y l �' 0 FROM ANCHOR 0 Ta` O,C, . 5, O6 AIA- r �/4' OJ 1( / 2 (1► � I i 93AS 1L p. !P'•SEPARAi1flN: 3 1a"A R SEPABAT%W, CXISTIHG t, TO GLASS, - , EXISn t A.UbattlUM TAM TO OLA55. Pop3 1 r f^�hi9NINUM iI I { t 1 RM1$T k Y -0 RNET .,_..at_._.- ,_. ... , _......._. __ t PANEL IENf:BH.. 0 PANEA. LENGTH * � � r5 qtl RR j W. rGl'-SEPAIrATWN__ t ' R—SEPARKNON- THUMBSCREW `.A% !, tT TO CLAW, OF a :: ,JJ 5tY76 I R "w"TNUMBSCREYd OF 'L" I 11. j I yr� r 1-,; t i.._ v. --, tom_,___ ED. 7 - 1 114 P TAPCON ANCHOR 12' O.C. T/+`, iAPCON. AN Hp{ISTIMG POURED t '.-r- 1f1 WOOD OR 0 Ta" p.C:.r NCREfE OR t I PLATE a•n„ , CONCRETE BLOCK _ ,,, )_ ,L REOUIR€0 REOUIRED,.. WALL ► OUBIING NTIN SF�TION Ezt ALiN TIVE�EZ W Sul 3/BRT" SCALE 3/8S1,. iHN}P/NJt 4��,, ~' A Tf4irr AEI{ •' FLORIDA .BUILDING CODE (Non tiligh Velocity. Hurrloan* Zone) MOTESl MEN. PANEL iFPiTiH O, 44 tam m cca Pc 24 GAGE GALVANIZED STEEL STORM PANEL oeAwN SHALL BE 2,-6. 1. INSTALLATION ARE ONLY VALID FOR MAX'. A.S D. LION - - PRESSURE RATING +/- 40.0 p.s,T, AND 6°-0" MAX q'. $LATE 4 __— ' _ 1 L I E C 0 IN c GI.O� TECT(ON PRODUCTS, LLC. PANEL LENGTH. .G�,. A°� +Hob a.P. 5] Sn n 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD ?�, 1��:.:, • A(iR111 1Z is ruspp TE'3n i nrw DAMLFL 33314 20-'T7"a MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIF£C 94,.. , / )V4 �,@�'eax`�4ir-r4}9_r: rOrN Pxr_iam PNXaE, tmsl}Pei-s5nn, ox (06.AA.Hrm DENSITY OF 0,55 OR Eptlu. .i11i1':...a3,.,_., _ - "«•c }wN.r .,4w.•, •.e a.;.r •o.P,,.. +e wUPNO NR• irNtlltWdt IS'PP4UREJlwM C+-OI%MY44 ,% �sLr� w q�q"1 Pt mart tP rs +P It IY ALL AMERI'CAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NDN-HVHZ) Tol 11 TYPICAL VERTICAL V EFT. ICAL MOUNT ELEVATION j,. N.TS ELEVATION T❑P MOUNT Lm- (CONN TY P (SPAN ABOVE AS'Rf(Y eSTRU TICIN x�i z x E NE�w t0 u� BOTT6N DUNr (CONK TY AS RE0'D) TOPk1OUNT (CONK TYPE AB REQ O) c ) —OBtTRhMGN (LOCATION -MAY 'VARY) ERITMM FIOUWf OGNN - Z (&RAN BELPW TYPE As Rvq!p) OBSTRUCTION) -PANELS MAY DIE IVC7E11E❑AS REQUIRED, 'OPI19NAY+'-20 STITCH WIT 3OIL'I PROVIbED THAT CbNNECTION$:AND ANCHiRkARE USEP WHICH SAT28Pf I NSFASTENED@ SPAN5ARGVE9 BELOvi OBsTgUGT,]ON OVERLAP9-01NIDSPAN (USEANPROPRLyTESANTABLE) VERTICAL MOUNT ELEVATION NOTCHED PANELS- j N. ,B,. ELEVATION'- ALLOWABLE B PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE. PANELS MINIMUM STORM PANEL 50ARA74ON FROM GLASS (HVHZ, WIND ZONE IS ESSENTIAI FACIIIITES) I MAXI UM M DESIGN ALLOWABLEINSTAUATIONS LM tNSTALIATIONSORE'ATFA fSs R - PR U f Trig :3M ABOVE GRADE THAN 3G'APDVE GaAOE SPAN imAXf N I ir'STI ! ; M MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGN DESIGN NOTES: SFHEDULES PFT3RUSE Sy1NTH'THISSiYSFE SHALL BD tT RMM FER q SEPARATE ENGINEERING IN ACCORDANCE WITH THE GO1VT 9qNES CODA PRE95URE RREEO0UUSREEMMENSS AS DETERMIN® IN ACCORDANCE WITH ASCE 2 AND CHAPTER 160419E TH C� 0 OA �BTU}IILDIN G C6DE SHALL 5E LE85 THAN PRRES <JRE CAP;k Y dALUEE" LISTED H RETfJ fD0. ANY ASS M61Y AS SH64VN. GENERAL 140TES: VISIT E•CALC,161315r13 $r�■ F"R �y'3.TI E1IlT -5 A 4,) JNi :N i_ 11 t atU1 ll +NSti eJelruEEilNOEkr REdB cbPNsrbr4E f11na1XalrinruLrflANa; xEForersA n6PYwc� ■ M NIMUM ALLOWABLE SPAN SCHEDULE 01MUMMI aQ111GiIDE79�®QrTwl�E3�l��i'I ��� Il�1�BtiL�3l�ili�EZf11�l� - � . " '., i�EE?sl� '' 1111■i■ IilRiyiA1 • Ili... �6Li��"-.` a�' �°ii�-����i,� • O''�'i.u''.iMAKl 19203M M IM" '�' )III ... 1EARE YYi "IPA' ICE 1 UM 6C6 r In 2.16 In __ um6maL� TOR 00. Bi+TTOu: LL.N t iffi PN npiE N6TFO TNT at BOV€ £NDt _ _ _ 4CCEr=tAHL 6�M 2.Y61n 6.D6 in .56 it, 2 10 SEPAFW" Z. tiMR& LS R.ECW INEG W1iEN. VANF.L iENGlN 4S t£4,F'A TITAN 7MAT Wit TIE N+;- M NAnar+mvE, SPdCY1yE E41L4dNn f.O W R MEO nALY.. r ur UN k.TA r!E AP F SRaE GI.@5sffikS !i FSS. tW 100 Mtl THt 14E AgL4V�.W RE ST41Etid81:T4E5 ENGt aAain *.Y6In ._... .- SlipW-H1INAON1 IwT za6mr-tin ,5 INXD STRARAnoNtaoN a. SWA PER f}Et 1A s. V n A� ,.«ERV ra , 6 A X tAetE.hay.5 0 4O i1 'WLrW tlR wrt $rrtill eOL?6 AN .M •R+NEL5 $H�.tW W,nI PANCt _ 2gdr Our P 4 _ G 6.O91rc 2531n TES ➢' • ` 5 OA s, v+lreis ewr span ;4• Nrnpaurn u6,Nc cueE (iy of THE oRneNAL -ore oR earTw 3OSUA PrR _ 1.7 fn a Na Pa EraL�x�.,,sc- r•Nr m,>I: +�csJNem sNtrrara ri?E6=_DRew;eas szI m z RENT t P l Nc rrr, on IN LPNin� f.4Rr. a ._.,- SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH E ADS - THAN OREQUAL TO NEGATIVE LOADS LESS N wEGATIVE RESIGN LOADS. 8- "PANEL FAa rENEW ARE STUDS USED IN CONJUNCTION WITH ALL. MOUNTING EXTRUSIONS ("P-7TD ANGLE, ETC,), USE e 25" O.C. PANEL FASTENER SPACING TABLE VALUES FOR T A 'H AND -HEADERS (INCLUDING BUILD W. ALL V ( RI CONDTFtONS), I LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE.. OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: YEN SPARSCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED- 21 SCHEDULE 15 REQUIRED FOR USE WOPH POSTTTVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NOIT HIGHER LOAD., 3. FOR. INSTALLATIONS QUTSIDEOF THE HVNZ AND OUTSIDE OF ESSENTIAL T SEPARATION N ASTM WUW ZONES 1 TH HE GLASS sE t7N FACllTTIES 1 ROUGri 3. SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS R RED. ,t C}P NAL INTERIOR FASTENING DETAIL "" N 7 U ME ncnPlq RPNrl..?PJAfENTT(Y DES+ [tD1ES nANEI,'. OP TIONAL EGRESS PANEL DETAIL INTERIOR FASTENING 0,094" 2.99b" 2280" 1-2.250"- �9.06❑" �i(O77�1 � J(a xu sl�u x .250° i. Q, 0,756" "T'r�J'r„u.u. �,625,,. " D;O44� � Ob94" mN o - TBL25" aL25" j :Asq° � T1'P' rrP �:N g - � --r � s .OGZ" n . rti •.t W,., fleJ qq 4 1 a30" t1930^ - c.- j r o> LL al,n GDQ O.375� ,Pfi2" .. moo: izs" 1,35 • � ..06 � zo➢6". - .os2 zsa1J -I: z.aoo^ !- -RI:., r.P. z.Aao I- _ 'Q3D" ` �I?z,axo 20° I- �. ,•121" 1,$1 1,560"h-{1.560" i 51 1180'V 3.` t'"r•=G4XdwAH,GILYIIRE ,' M6LE $k a tm �-, 3,380" MAX- .31'7 .. a 301, ry 6,365 gq7¢�g 6 37fi" 0 4gg ➢.376" Ili' D,179"-•� '6.655 a,14 "-.II� 0�6�i4" 0.190" LI55' A350 1:007" ❑ q '�+�� i -12.500" PANEL COVERAGE-1 1 t_"_I1 I[ -III[ i - ^YI IF.[ ' Sl &38" 0,259" rl N W •• 14875"PA,NELLENGT -0524'Y56„O.iiSd" V V . fl 114 SA. PA L. � OIREfTLDN _ A-2�,,, .�0,040" r(�D,t196" D.O90"�HE'rb 01 215 ?LS. O.Des' D.7in° R0.135' 0.3D5' Ch TY F TYP 2A0 " iG,7G6„ T1 LRIa-d1T "F' IaAOX 7 QP_ .� 0 n'F� �°6 TRAGk t W, XEY CL ER (7319° I, i he 4.Dacr MN, 037e" 5551, ❑ L LL<,v 1. rF--3,OAn" O.iZ�Hvnk inVh 7.yP .t_t it ,1Jsii •,r•: ANnLE- TR,AnK. tEfiENDED1 t- � ri. L7 S 1.000" Y"v ct -Y�C.;�GFea p r '$ OVERLAP q MAk %. c4Rr1EReLrosuRe bHrAlt i-25"MAX,.. A,18S° ..25" MAN. a - MAN, ,.nc Fr. m L✓. u r.. ,� r s' ^FrF-= 7.. .nr Ce LU .-nhraunv BUILD-OUNCT IST E 'ant I ArouNI n asu r ur I nn A R c n u, I.Y. n• IFrP 'tl 1. A4i �•.li=t:. R-- K 1 I !' F L / 't ,� y 'EMBED OVERLAP o� il, ,i„ 3.920 a Ja. - fr P 33PI. k MAX 7f''1. n4 ),[r II MlntNl c: f]\TIRE. Drihn. ww zn 5. x ce.±:ca .1" MAT":. law g ¢. $ �-� � vE7 N.re: i 5D0" 6 r; rs MIN' MIN. laa0" L4F r"r I I f '-rt a� R ,P- +� • B3. YM1r'u /"y C6REIERCLOSURE DErArI P•RMi � P - I' ) a n1 TaPNown clusuaEnSrau Dirt l .= , 3 Q g L✓ NT3 n >r111 r A Hr Nn n .111011 1Sa• .F,>Iiq,iL4 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS 1- 12.5" D;C d d N 3 W. E4 P A GE T$T NCE n a Q WP m PI Hill v. ao wi •. W { 1 n �T :aim N � If u� `. 1,1 s W D 1l 47' = ++ in e A ^1 f a 0 n e ii W �g ANCHOR NOTES: �'� ANCHOR 5 D P T ! AN R CITE LLLE APPLIES TD ALL PROOUC b CERTIFIED HEREIN, BUT DNLV'PRt7VIDE5 L1 Lno�m 7 t � �- _ MAXIMUM ALLOWABLE ANCHOR SPACING, MAXI MUM ALLOWABLE SPANS PRESSURES INDICATED N G IN' 5Gt1EDULESHALL1PPLY 2 ENTERANCHOR SCHEDULE WSEDGN:PANEL FASTENER SPACING, 7HE EXISTINF STd}UGTliRE D`r L.T' " rv' _ MATERIAL, S:ANCHORTYPE_ SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SH E AND SELECT SPAN GREATER N 0 'E U LTO SHUTTER SPANS - lfiT R T RTHA. R A HUTT R ELECT Q W O C9 NECI70N PIPE BASED O APP PRIATE MOU G CONDISCON SEE MOUNTING - A S N N RD NTCN t NT NG DET A ON SHEET 2 FOR �ENTTFIEA TSON OF CONiX'EC`iION TYPE:, C( 3 "PArFLFASTENER5".ARE STUDS Li5ED7 CO LI CTIO H MOUNTING US U N W N N ALLExTR trs 6 SPr F ANGLE, ETC) {C PANEL F$SI'ENETia`pAI�NG TA'BLE:yALU65 PpA �. S8.25 U ALL FI"-AND "U° HE D(INCLUDING B ILDOUT r ND B A A ERS ALL 'H'ACI4,-S'U'-HEADERS O ijfON,) -' ,C[ L .0 4 S BE UilST LLEIY IN D CF W. H F E S DA AN=HORS HALL A ACCDR AN IT MANU ALTIJR R RECDMMfN TIONS, 5 HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90$L'OCK, 5 WaMUM EMBEDMENT SHALL BE AS.NOTED IN ANCHOR SCNEOULE E 7 MYNYNUM EMBEDMENT AND EDGEDEETANCE EXCLUDES STUCCO, FOAM, BRICK, AND .OTHER WALL - P..F FINIS E% WALL FINISHES SHALL ALL BE LI E TD 1/4" 'GR.S SHALL - E.VERIFIED H H A F SH H MIT. DM11hr1b HA B Y OTHERS TO PEL -R ., /L... 4T Hb 5T p 61Y�ri4' �p <" x; DE UA NSF O D570 T-.RULTURE. A A L S E2 ER :. EA @� P' 6, EO CW E HEREIN l LLB EMBEDDED TiYN'-- C E NCrEET N ORS: NOTED HER N D f,4US4 17I R'Eq AY VARY, I LY WHERE STRUCTURE IS PPe}g ; .."C LAN ��BtL�Ep s I, FNI5TING E 9 woOO FRAA4NG,E,YLSTING CONOSTIONSMAY VARY, FIELD VERIFY THAT FASTENERS ARE INTOADEQUATE WOOq FRAMING MEMBERS, NOT PLYWOOD, FASTENING k, TO PLYWOOD I5 ACCEL IA13LE ONLY FOR ,SIDE CLOSURE PIECES, 10 HERE -CHUBS FASN TO WE D N F EP,5 W AN TE. T FAC STU. FRAMI TEN HALL LOCATED IN -y R W@¢ P E y k gg �- �.flE � � ' " A gl i: : S P, ' r CE -O it .( )W DsT ((r♦ Ht]GE STAN T., A� PrABLEF FOR ), WPONAL 2 #" L BE EU UD FRAMING), FRAMING) 1N40D GTUD`SHAI:L BE "SOUTHERN PSNE'G=0,55ORGREATFJt gENSLTY,'LAG SCREW • _. 5 _ SHALLHAVE PHI LLIPS PAN: HEAD OR HEX HEAD 3 It. REMOVABLE ANCHORS ARE'. DEPWALT PANEL.MATE,.ALL-FOrNTB EOL1b-SET B. BRASS BUSHING. ` SHOP 1Z- MACHENE'SCREWS SHALL HAVE Sf'2"MINIMUM ENGAGEMENT OF THREA DS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAQT DR WAFER HEAD (SIDEWALK =LT) U.N.O. 13 MINIMUM BABEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OF QTHER WALL FINISHES. 2O-31SA3 14 DESIGNATES ANCHOR CONDITIONS WHICH AU NOT AGCEPTASLEk1EES. - Ls � DiixECT MOUNTING cbwomDl� 1E LINEARINTERPOL$TSDN IS NOT PERMITTED FDRU'E'WTTH THE ANC-HORSGHEDULES.L35TEO!GN $ TFa& SFIEEF. pp r sv - ��:��ri��.�iii/ir�rir��%�i _ )I� it AaOKQR PR�6ReN TYPE P5F 'AN rn= 1a,1-6+ fsly t q Lm c a'-u' ircn,i. ro 4rnl+-lu+ I COMN TYPE � Q a C4 60NN TYPE C1 �2. C3 Lrt CONN.TY1%E a GT C3 L4.. 1W,7 'EM8E6 33 A, 4' 2wY 41 J 46 52 T2 12, s' ISO" 164 ➢ 19 12.5`1b4 1 b0 7,5 12 "' S6.D'S:b4 b7" iZ_S 16 d 1 0". rr H e 1 .H" 2 S 7 A 15 C &. 1 ]2 5' SB_9 ] H 4 i 2, 5' v _IF' 12 s 1b4 14 6. 7 n 12 S' fl 6 " 1e Srz ➢ i3;i 2.5 36D 16,e" O' 4'" ib i ,7 69 60" 125' 2 1 .5 i84 1 ❑' 6 1LT"' H.➢ 1 q.7" b.p" i25" i6A ]}7 60" +'r d,0" 0 U 33 YDOOs`CR 41 t E41 +e 52 72 125 1 fill 16.0 41' 12.5' i6➢ LY i" 7.0 12, 4' 6 148- 62" i 0 i2 .5 160 14.1"' 81 12.5' 16➢ 9 S.6 7' 3 2S' 16 9? 5:6" ,D 12.5 12.5 tY.,S ifi 0' D YC 6 SLyR" 16,0 9.6" R B 4 3.fi 12 i" 12.5" i2.5" . 6 L 4 �S D 14,0 a " 561 fi H 6' 3b'1'Fr 9,fi SIG' 12 ' i' 15➢ 9b 55" G g 1!4" di-] 4' @I RCD 3 ! 3 TAPCR,7.•CFAS' 41 .,L. 4B T rJ�Wb Fit 72 12:5' 16 0 ] • 6dtP 125"ib➢ 11-' k" ]: 5" 2. SBO 10.2" T2,6 1 0 L33" d 92 72S" J 12,5 ]6a iL4" 1Z.5 12,i" laU 4,1" i,2.5 116 Yfi.O SOS" i 6D 4'L' 125''.140'. 12 6 i6O 9>I" 91=' 12.5' ]25" Y5D 41 ' SL' 8" EMBED 71 % 33 �i rill PI7lll ti RllA;.4' 41 1'fbOD BHikRL 48 --123' 728.25`23 L � 24 ib 0 8,6" i 2 i SS, b.011 .i. $ 12, 9! 3 0 'a3 '4. • 1 S, t2,5 SbD Y,R"' SH i2.5".3E5 q.e" q,i" "6.35" #a"'.S lid' 9.7" _4.0'. 5.2i'" b,r A.0' 625" 32 40" 3 r 4 - 4.7" k: " O 6 }P N N N] U O �- .� O U O (� to 0 O O W O LL >_ O L �— � .� �'/^� vJ Q N "' .� o W X d E/T - o A � N Y W "D Gr C � EX w 6 10 ar fl u Ev a to t3 E U 0 Cn L (D rW i C/)) v CIO U O L U ■ '�'^ V CC W W c G IN SHEET NO. SH 1.5 Y li Vii.. � ,)5."'iE �4,.. '_. ' �''ii,.. �"A'fMi.+?w"ft1�:Evkti>b"Gt✓t�'i!'aNP .ee.u•e.,e.•...:.,.,.R,,.- _ - ._ ___.._ _..-._ _ . FJbkaN- S�uu bp-3- 36