Loading...
HomeMy WebLinkAbout36476 Flats StI I L I I I I I I t I I I I I II ' J- 1' 1 1- 1 1 ' _' I 1— 1 - -L '1 ' I I _ lug ---1-1 1-111 1 1 - - -- — — - -I INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN r 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 0 ROOF PLAN 1140 6 FOUNDATION PLAN LL 7 8 SN SN 1 FRAMING PLAN Ct LINTEL PLAN STRUCTURALNOTES DETAILS ABBREVIATIONS AB or A.B. Anchor Bolt ABV or Abv. Above FIX or FXD Fixed FLR or Flr. Floor RA or R/A or R.A. Return Air RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Ar Sys Floor System RAG or Rag. Return Air Grill S3 DETAILS ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace REC or Rec. RECEPT Recessed Receptacle S4 DETAILS AHU or A.H.U. Air Handier Unit FR DR French Door REF or Ref. Refrigerator S5 DETAILS ALT or ALT. Alternate Be Base Cabinet FRT Front FT or Ft. Foot/ Feet REINF READ or Req'd. Reinforcing Required - - SS RETROFIT DETAILS BF Bifoid Door FTG or Ftg. Footing RM or Rm. Room - D1 DETAILS &SECTIONS BK SH or Bk Sh BookShelf BLK or BLK. Block FXD GL Fixed Glass GALV or Galv. Galvanized RND or Rnd. RO or R.O. Round Rough Opening - -- -_ - -- - - - - - - WP WATERPROOFING DETAILS BLW or BLW. Below GC or G.C. General Contractor RS, R/S, RISH or R&S Rod and Shelf -- --- — PA1.0 PRODUCT APPROVAL NUMBERS BM or Bm. Beam BOT or Bot. Bottom GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss SC SD or SD. Solid Core Smoke Detector - - PA1.1 PRODUCT APPROVAL NUMBERS BP or B.P. Bypass (door) BRG or BRG. Bearing GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb SGD SH or Sh. Sliding Glass Door Shelves = _- PA1.2 PRODUCT APPROVAL NUMBERS C Carpet HC Hollow Core SHT Sheet - - SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL CAB Cabinet CIR or Cir. Circle HDR or Hdr. Header HGT or Hgt. Height SHWR or Shwr. SL or S.L. Shower Side Lights - - - SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) SPECS or SPECS. SPF or S.P.F. SQ FT or SF or S.F. Specifications Spruce Pine Fir Square Foot (feet) FF E—J] I� ❑ ❑ SH1.2 SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL COFF or Coff. Coffered or Tray Ceiling COL M Col. Column COMorComm. Community ILO In Lieu Of INS or nt Insul. Insulation INTorint. Interior SQ or Sq. SIN SWorS.W. Square Storage Shear Wall JEl SH1.4 SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered [::IEIE:l CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear TOB or T.O.B.op of Block D or D. Dryer LL Lintel Length TOM or T.O.M.O. Top of Masonry ❑ a FE7[711E] [7:11 DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR orVTE Vent through Roof / Exterior DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain W or w W/orw/ WA or W.A. Washer With Wedge Anchor MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WO orWd Wood MEAN ROOF 30 FT. HIGH TYPICAL EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header FOR 2 STORY HOMES EXP or Exp. Expansion EXTorExt. Exterior PL or P.L. Parallam PLF Pounds per linear foot WH or W.H. WIC or W.I.C. Water Heater Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDNorFdn. Foundation PLT HT or Plt. Ht. Plate Height WP WaterProof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot INS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr, Finished Floor PT or P.T. Pressure Treated PWorP.W. Pre -wire PWDR or Pwd. Powder Room VWVF Welded Wire Fabric (Mesh) REV. 06.23.22 CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors 08-20-15 1. 0 NEW BASE PLAN of these d is the intent t Designer/Engineer listed to the providing 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 12-8-15 2.0 ADDED VAULT. C LG . the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations 12-28-17 3.0 2017 FBC UPDATES 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 these plans should be directed our Office at (407) 880-2333 immediately. No backcharges will be 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH Payments will be made in accordance to the terms of the agreement. 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 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 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 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 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to Ism protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, 12-19-20 5.0 FBC 2020 CODE UPDATE 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 06-14-21 5.1 H VAC DOOR TO 2652 PER C.M. construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property any such peril at any time for any reason. 11-29-21 6.0 ADDED ELEV KL M PER C.M.against Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and 1941 A1.1KLM 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. I CNN Ca _ r Il S C Cc C.) N - v m x LA- �. N N t N O d Q N Y 3 CL cL) 3 d r d o��•�°', N H a� o) E a N ' Q a Q „V `Tf M 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. fn a E co G N OI oo N n 7 N � ik LL C U L LL W LL LL V 13,Q�r Z J d cc C a t y o o Z IL J LO MZ ¢ k ZN o cQi W ❑ ❑ " M z "M O z � � z Q J — d N N s zC1 (D(a(a j� U � w O N V/N W—C' � .U) U) U W eop L V _ � d U o' y c N N • Of 0 � w M J ZO Z IL E z o Z Z0o E U Z® oa H M O E 0 20 UO a F O p Z � az wZ cn 0a OU 0 � ZF Z� m J aw W C, � O OLL <O �U aw 3 ¢ zId 0 3 0o = > J LOfT m Q 0 nU')' J J LO LO Y LO � � r U U) 0N M m L L N O+ T QI p � N oo O r .0 LL- CV c0 V/ LO � Q � r E c (0 T M o Z l0 Z c 7 E O N cn N c a U -i Q p JOB NO: 23-00526 SCALE : AS NOTED SHEET NO. C S S 1 3 a rn E 0 chi 0 J N 0 0 M i 3 a Ln C) ttC) 0 J co pl G i L 0 Cr c 3 Q ll E 0 v c J N a� t� 0 U s i a O S J a� N C:) J' 0 0 CL M O N S r m v N I� H.B. O A O S3 EGRESS EGRESS \ I \\ O O 5-SH _---_ ___ N '6 '� 16" DEEP FIBERGLASS A AC PA \\ PANTRY =W ( SURROUND I S3 \ \ \ RANGE 8'-0" w FLAT CLG. 6= CD LL j Np @ 1 �, ■ \\ fV �o TILE �8 i m 00 0 I TB 'ca STORY \ 00 KITCHEN 21'-2" 2'- 10' 4" 10,42„ 2, 4, 1 p 5 \\ O \ \ 1 p TILE r , SINK wl DISP ,°° ; BEDROOM 3 2" ; BATH . . • . o BEDROOM 4 o in °° CAFE 0 \ \ _J N Q � 1 D.W. I OO o \ j ' r- ' BEDROOM 8'-0" CLG. 2 CARPET 8 0 CLG. '_"J - TILE g'-0" CLG. =0 '- P T I O VAULT. CLG. \ N U - - - _ _ _ _ _ _ _ -, \ - ' 8'-0' CLG. =a z G CARPET cnw O tn= A oIII CARPET ----C=-----------� --------------- ---- CARPET 00 o w � o�O cnC7 w O o NLoin? R5068B.F. 77 4068B.F. F-4'-0" 11-78I 6'-10" 4'-7"8'-8" 5'-4" 14'-6" 5' T_6" '- - - - - - R&S ---- N -------R&S------ `� 2668 ------- 2668 r iv -_-_--_ HDR AT 7'-4" I 23'-8" 3'-10" T-8" 10-1 8 I 5' 6„ 78 4„ 1 2 FOYER O ENTRY o = 2:12 VAULTED CLG., r� I 9'-4"CLG.13068 I 8'-0" CLG. OM FAMILY RM11111 TILE 1 :- N I i 9 -4 CLG. R.A.G. FA o CARPET �, 28,38 8 (3) 2x4 #2 SPF w/ i K DTT2Z @ BASE C D ao i F 26 S3 3 S3 1 r AU N I I I AHU . 8'-0" CLG. ; NOTE: FINISHED I WALLS TO BE I I TILE F n I FLUSH. VERIFY IN I I A S3 s 5'-118" 1. 1 4-0" 1 o I\ 11 I I 1 1 I FIELD. I I I I I I F OPT. D OPT. Ilk I I I I I TYP @ 1 STORY TP knl I `cif W I I I I I I I CDG (3) 2x4 #2 SPF w/ ERG L DTT2Z @BASE S S vl 11 I p I I - I SURROU D �t 1 O 1 1 N S3 ��-.,) _ _ _R_&S _ _ _ _ HANSON 60"x36" SHOWER c°0o BOX @ 36" c`14 A.F.F. S3 r I O� I I o IT I DRYER VENT EDGE OF SLAB 2" Oo I 2868 5'-3 " 81" 2 _ 3' 10" THRU ROOF BEYOND WALL j I j cow 17'-8" 2668 7-8" 20'-03" o I co $, -10" 3'-0" - MC7 I � � I I I w O. BAT T` W.I.C. � 8'-0"CLG. I I I = OWNER'S SUITE 8'-0" CLG. T 8'-0" CLG. BUILDER TO PROVIDE I I I ■ TB 8'-0" CLG. 00 TILE 00 CARPET 2'-6" APPLIANCE PROTECTION I I I CARPET WHEN REQUIRED PER FBC W H 0 VERIFY LOCATION I I I I I I I I K TYP @ GARAGE S4 OPENING 0 0 5-SH o, N ELECTRICAL PANEL L_---_-----__ ----------_ R&S 00 I 6" DP:T -T== 2� VERIF METER LOCATION WITH BUILDER HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 4 S.H. 13 20X38J 184X37J S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 62 i S.H. 16 20 X 72 18 J X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 27 X63 26X621/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 J X 26 36 } X 25 112 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 524 X 25 J S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 } 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: Y4"=V-0" R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED- EXPOSURE "C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 t= +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET OH SEE SINSHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 PATIO 23 1 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED C" C r+ LU N 4av Z.-w a � c: d CL c ears co k �o V7 CV r N O � Q ♦°f-. N CL ar M � d � Vf a J 7! G E ,rye To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H E o, s o Fa O A N b ni N w co fn In _ Q No� 4, LJi 4)M 1 5522 - C LL _J 5 Lu rL iii � a 0 Z -, - o a 4 `. C cc Z ILW O'rn m w 0i CO Z Q Z N OU W ❑❑ O V M V N l7 0 O z Q<C J- cl- E3 r M to z M � o LL f6 J M OC SJAML �N U� w M QNo s � o z w C.0 M J Z Q Wo oo za o CUEC U Zry ow rf6 0 < g U o U C.0 a z a Z z�� _� Qao� w 5 C Om� 1.1 Z z m v �w 2 r < 8 o< g0 W m wa oz � 3 w IJ M v zl< 0 F 0 3 �C:) >� J L0 L ui Fes- Cfl J r Ln Y 6 Y a✓ r- '- U C Ma+-+ co`� / U) QI p M CD N OCD t' LL N 0 c0 04 T (.0 M o z m z v E 10 �; a d E o U _J v ui Q p JOB NO: 23-00526 SCALE : AS NOTED SHEET NO. 1 1 1' I I_ I 1 L L I 1 II ' 11F, I VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES � r w > / MEDICINE / o CABINET 00 U Q U Q I _ 1 M N co 't M co KITCHEN ISLAND KITCHEN 00 0 FO NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS N 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL I TOILET PAPER HOLDER rt CV FIN. FLR. SHWR. SHWR. CURTAIN HEAD ROD 0— TOWEL BAR IN TUB OR SHWR. SHWR. VALVES CO SOAP = DISH 0 LO O 0 M Q TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS �i SINGLE ROD CLOSETS / LAUNDRY I O M �o r CV OPT. REF. O 0 0 KITCHEN O n O 00 O i t\ MIRROR O OWNER'S BATH INTERIOR ELEVATIONS SCALE:1/2"=1'-0" 1 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 Ix O o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE o C° _ CABINETS 0O 00 o U- SIN j� I LO a 0 1'-2" 2x r LO L 1 00 I FRAMING r CV)0 1 /2" GYP N I CV �? 04 BOARD FIN. FLR. r- FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" 0 Ln = , Q _ > W G C IO fi N c CL N O (p CN > Ec co Q w a 0 c E co 0 d O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q vEo U V 0 O N o N Co °° Co (ii V7 N ^O # LL LL W I Z J tL LL ILu _� a 2O r W —cfc - 3 r.- 0 ' IL Z (0 CP M 04 Mz ¢ J ZN OU 0 U) W ❑❑ (-D N M �Op z pp N z � � Q (Z � N ML V) M z v � o 5., W U') w C!-- v 11J ® J �-- E t � � z� S 5 Q N O e ice 0 w �C M M z g O SS Z Q � U- C O C a o �� io oLL boa zo 4 z® p � CL 0 ¢ r Qo O z� co (O ao < z �z w z < ow 0< o�z W o0 Z 8 S z Jz W `� w a m M � aQ o la �o d h O0 .�O s = > c0 LO LO Q I-�- CO j LO 6 r-+ r T rn U V / 00 m Li / U) <C� p N o Co 0 T- LL N N r 0) LO V/ T < T m E CM o Z z E O vi a E 0 -j Q JOB NO: 23-00526 SCALE : AS NOTED SHEET NO. 2 LL_ 1 L_ 1 I I I I-I_'4t-LI—1 I I - I, —1--- 1 I I -- I I iI I I I I 1119 Iln1111 1 1 n 11 1 -- 1 1 - I I t I — —!4 1 1 roll III U, v Q rn LO ?v 0 c� B tD J N O 0 I N a LO L O N CO L] lfi J N Ln rn N 1f LO O Cr O Q CT C 3 Q N ca G E E° N E 0 x L C N N LL E2 U C U I U N O na 0 U N LZ N O ci 0 0 a N O N N 0 Q m 12 Z!�5 12 ILE] FE11 El El 1:7117 LL-j Ll FL7i] ELI 0 DEI D 7L] 0 E 16070 OVERHEAD D••' 3068 HEEL M• FRONT ELEVATION — Al SCALE: 1 /4"=V-0" RIGHT ELEVATION — Al REV. 09.24.21 eh � o �z. 61c71 t d � o z � y � u 0- N een C <4 r✓ N 'C G7 TG LA- N fO p VJ .fl N S N O t0 Q •+ a CU j-: C � 3 � a.. C9 d d N Q .C7 c E A O a:,.1 O _.4 r, z i` t .. ♦ fJ7;�,:gi 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 d E 8 ,Q♦ Q CV � # w � LL -r uj IL Z LU (a CM: L f0 W mN�O O W o �O_jO� m w LLZ r:5 N Z ¢ -I Z N OU W ❑❑ z � r < Q 13 N V) - z V " 4- C!J o F U 0 w s N Qf N U ai c w m ... E — 8 ml lam. U p d • C O 0 Q N (P O W M M ti O Z � Q CO C g O < n EE O of z 2 O 2 F- O o s� 0o a< �O pa z C7 O z wpo rW i U5 _ v C ¢ z o� 0 m O tt Oz z¢ Q W �z 3 zno g W c`n T > ? o a wLL z N w a_ co nz �' p J ¢ ww C, �O 7 0A OU °O = (0 W L �/� y/�/��{W/�\' �I Q C� F— — t1/ U) LO YY +— T U I0 LID 4-0 U) Q O co `� I co o �i N CO � E Z c CM o z m Z E O 4i N m EE a ai c c n U Q p JOB NO: 23-00526 SCALE : AS NOTED SHEET NO. 3.1 1 — — 1 11+011 fAlf�■Iln�) _ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) v+ 3 rn L0 L0 v v O J co O M Q LO L 0 CIO 01 Q t2 5068 SGD 4' OFFRIDGE VENT EXTENDED OVERHANG TO BI CENTERED ON DOOR is (2) 35 SH 35 SH ------------------------------------------------------------ F.FL. REAR ELEVATION — Al LEFT ELEVATION — Al REV. 09.24.21 r+ry 1 tv \ CM GV 6Pi ,. ! c o C14 W O cQ i0 Co n co Lj 0 � N � O � 4 CO O L N N S � N O Q � N 3 °•' v x` c as m r c �a c = c a> v f -4 a � c o a C _N C d v C �'�?FESSNC \\N s,f�l���lllllll I U111\'�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. E Q 8 N ♦� 0 C c0 0 N N Oro A) # iaCJLL Wco�y, aZ -am 13'i j '@ N cp O Z IL `n N ZIn d J ZN O U 0 W " W ❑� z oN M z !Z sff r M (n Z a CD LL i--+ c , (T,3 w p U 0 IN Ly N U w m — J E c `Lco �Q N t m o J w M J h ¢ p2 s Z Z Q f LL Z o Q O U o� W Z Z® oa Fm n3 �� �o O O 4 � Z zEr d t w O W N ro ac Q O Q o�Z W m o0 Z m J N m ¢ 0 Q W z os go W CJi O m O LL E � � a Z ww F r w� J o w: �o (J d = C 0 Y / cN �� a 0 cD J =3 � T" � � r _ U m L / T � N �TT Q V� Y! E c Ch Z cc Z :3 t/7 E O N c f6 d E • • -O .�-. U 0 Q _ C J JOB NO: 23-00526 SCALE : AS NOTED SHEET NO. 3.2 3 �v E5 ID rn 0 0 Ln O J to LOP C N 13 Q rn L0 0 �c 0 J N L0 S M LO V C Cr m 0 3 a N N E a O c d ti rA 0 UI .o i oa c 0 N LZ rn O a O d N N N 0 a m v a� 0 C� 2" `NOTE: VARIES 1'-10" 12' CAP CAP iv N FOAM TO BE USED 1" RADIUS M 2" 1„ 0 CO ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" _ �^ �' 3 1/2" RADIUS 3/4" RADIUS 1/2" RADIUS 1'-54'I� Mlv 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF SIN 1'-0" �• OPENING VARIES 1,41 iv b 22„ VARIES 1' -4" co 1t„ VARIES 1„ 1„ 1 1/2" RADIUS 4" 31 41 � �'- �--�' 04 2" � - 2 1/2" RADIUS MIV N " 00 M� VARIES 1 _ Cl) i I I I I 32„ 11" 32„ 1" 1" 1" BASE iv BASE 3" 1„ �„ 2 • N 2 rle 1„ 1„ -3)'a„ 44 all 4 , • lk7t—� N ` y 12„ "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN � REQUIRED BY 1'-6" COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" OPENING VARIES 2"' 1" 1'-4" 1" T`r 2„ 2„ BUILT W/ STUCCO. 2a EDGE OF OPENING-� ki • SM • ' O , 1-1/2" THICK 1-1/2" THICK 4" 10" 101. 6„ N <V — 24„ - -- _ —81 4" 1„ 2 N 2„ 4„ 3„ 2, 2„ iv �cS > � 32 1-1/2" THICK --- - — ^M 2'-4" 1'-10"5z 1'-5" 5254"1-4„3„01C1" f34 VARIES VARIES iN U) 22„ ___- _--_ _._ i • VARIES VARIES 4„ 8„ 3 2„ - ��' ______ iv iv I I Q1A 6" 4" <V <V KEYSTONE F11 0 OPTIONAL KEYSTONE F11 00 OPTIONAL7�3 L3" 6 - 2 4 R44r„ d„ 2 �M 2 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14, 1-64„ 14„ 12, 2'-1" 1'-4-I 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" '-1 1�' 54" T-8" 7„ iv 1 " 10„ 1,-4„ ip- ---._--- --- (V zo 00 M M r 2 1„ N� O GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH n O �. b NLAJ v- a� -o i L c C (O Ll N m >< cLLa o N N N O cc � Q N Y 3 2 a) d o a c c � t tj U y N C (- C E fO n c M O N O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W a v� �E6 C N SO LA N LL) � Ar- t`p Q M v LL CJ I LL W � lL u-SSS a Z -ate d o_ W > '� C" o �c W CP °' m w �. LL r°n J N Z Q = N O U W ❑ ❑ z N M z S Va z Q r` N M z � o �11 LL T n W m 0 A lD U 0" gp O W 8 N c: N �N y U d w m — J E U o Of co $ N 0 • Q soy 0 w m M � z 4 E r cog zo QR o oLL wg z® � -U <01 o0 0U O I_ �2 - az 2 0 o w w � J cna Qo m� o� r m v om Z~ J a aw zz cg z W oW a a w m >� �w �0 o M V <Q OIQ �o d r Oo 3 O > (� LO LO ui Q 0 L- F- j r Ln W m LO r „✓ U) Q� p Cn N O r � CV V/ /�T N LO E c M o Z (0 Z E a y N @ E U C a Q p JOB NO: 23-00526 SCALE : AS NOTED SHEET NO. F1 I i II I__ 1I 3 v .d. rn Io to v N 0 C> J <D LO 0 I M rn to to CAD to J L0 g N to to v c� 0 Y� i 3 a N N a E to to E 0 x `v to CL a t� U 0 0 c� U 0 0 0 O J N t.Z ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANELCENTER 10 #14 to lights & outlets NEMA 1 0 #12 to appliances and GFI 150 AMP/ 200 AMP 0 #10to WH 10 #8 to Range #6 to HVAC METER MO150=2/0 Y200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUNDjDisconLnectSERVICE BY POWER CO. INTERSYSTEMre Cu Ground BONDINGNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH '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 EXHAUST FAN ;O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �N ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN �-9� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 0 vkvi�.�Hc. PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" M N c N U—) c > W a r� o ti >= eo U — m to o J En c co �L' T .- v � y n p_ 'n M N 0 CV N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W Q 0 E 0-00 LQN 00 (1)N n 0) WIC �� to u ( M V # W LL LL a Z— J W q � d Y =�o W y o tone 0 W °'°' 12 Z _ LL � NCY) Z ' 0 N O U < o 0 rn IZ ❑ ❑ T N o, � � N n � Q Q U) r cN+' G o � Q) � �N t2 4-1 U O NI s N ^ U d c LLJ J — E U o N 0 Z, M J ✓' Z z Z `z c E p ¢ N E_ � w Z f - co - U �Q o cow �¢ ao az Z yo it U:)o° o ao n� `il o° 'aw to zZ Qo co a ¢0 o F oLL a Q tt p v ola a 3 N C:) (p J Y ^ u13— rn m Q cc nWJl F— V/ j LO U) o , N M r� - ' ^ y , T U) Q Q N c) I lL N 0) �T' cD N LO r- T T E M o is Z E O m` f4 E 0 U v m C m a Q p -J JOB NO : 23-00526 SCALE : AS NOTED SHEET NO. 4 -- _ I I I I I 1 I1 I I I t 11 1 1 -- - !l I I 1 All- - _11 - — - - - - _ I _ I 1 LI- rn 3 Q rn rn Crr O rn J C0 N Lo 0 0 I N a rn L0 L v U) a Q co tCD. J N rn O I N LL lCi v V) O L 3 a N 0 a E q> O 0 J y tL s U v U Cl- .o a 0 U J LZ N O CN 5i 0 0 a rM cV O Ln v 0 Q m 0 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 (Must Provide Upper Ventilators) Vent Amt Amt. but no more than 50% of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC SQ. FT. SQ. IN. of Provided by Upper -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** SPACE SQ. IN. of SQ. FT. Total SQ. Of ventilation to of vented IN. of 1Ventilators SQ. IN. of SQ. IN. of (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT ventilation vented be provided soffit ventilation See Elev Ventilation j Ventilation i ( ) SOFFIT VENTS - 7 SQ. IN. OF NET FREE AREA I SQ. FT. required soffit by upper needed required • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT. needed ventilators *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. —I ..Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) Main 28 1 Floor 2373 2278 325 1139 81 570 558.0 (Zone 1) 420.0 138.0 "NOTE* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. I o co a I O T ILb I I 4 I RIDGE rD 4'-0' RIDGE VENT I I I W � a O O 7 I RIDGE 1 V-G RIDGE VENT Wo 5:12♦ SLOPE z<<F`� 1 N > 14'-0' RIDGE VENT ,- 0 O RIDGE o I I I 5:12 SLOPE I I \e a I N I I I I I I ZONE-1 I I I I I ATTIC SPACE I I I I 2373 SQ. FT. I I I I 0 1'-0 ROOF PLAN - ELEV-Al_ SCALE: %4"=V-0" C" CV C= cat Q m p L ca i_ o c^� C A U Gam: N N L o dcli a.� d r C 3 3 ru v w a� R � >Z U G i / ut rJ 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 a a E 0 O CM (� 0 N N O Ol �p r 4„% 00 N _N r � moo N N a 13J M V 2 LL C s J C J SZ LL W LL LL Q - O a Z N i0 0 7 VD O W ��°'°' m LLZ 0 N Z C J N OU Z < 0 O 2 N z o Q U) r CN') ntnn' 7 a —1 o LL +1 O �N t'6 v7 U � c _ EEo Ci ) C_ ao Y 0 0 Jw M J O Q U_ <� �z o a Co �_ 5< U o o o C0 1 0y o¢ m � o zz � O < U C T " O LL r z ~ m <5 �LL o M �' � c � O > T d - OU ZI¢ .2 p J iCD LOO) Y, 4i 1-1-1 Q U Jj LO y , Y r Y .� T 0 0 CD W m IO r ate-+ V) CIO I 10 r d- LL CCU) c0 N Lf i T ((00 r E 3 M z z E m d E U Q 0 JOB NO: 23-00526 SCALE : AS NOTED SHEET NO. 5 3 rn cn 0 0 LO ID J CN O 0 I N a rn u7 0 LLn J co LO O I M / Liz Lf) 0 cn 0 Y Q M O a 12 N 0 x v J CD N ti E2 U v 0 UI N �6 O d d O U J a, tZ N 0 ti a O a r r'7 C) N N 0 Q M m v N C C d 5'-4" 1 r-98„ T-28rr 1HBt 5'-10" A TYP @ 1 STORY S3 U.N.O. T-10" 6-0" 6-0" 3-10" L. 2'-10�' 5'-11 AC PAD : y� ( I I } o : HVAC CHASE BASED ON : ;; --------� # o ■ LOCATION I 16'-0" 2'-9a' 6'-10" IF} I } III ;. & —1. I} i U-0" -3 1 /2" L M SINK / DISP i ir in S— �< iv o S \\\ i D.W. � S� L — _ II LJL_J —_ —J _== n _ _ —_______ CHASE TOI—j)j4D_ — — — _ — — -- — —� II I li� I I I TYP 1 @ STORY U.N.O. ■ PROVIDE 1 12" RECESS C L — - ---I-- — _ _ _ _ — — — — — — — � rn� CJ I II OPT I.: — — — • : — r_ CJ — — — �--� — CJ : — �� -L� CJ -I I — ■ STEPS AS REQUIRED I FOR SGD. REFER TO KITCHEN ISLAND III REF. (; ::: • : • • • • • • • • • • • • • • • . • • • • • • : :: • :: frr I 10'-104 PER FIELD MASON'S SLOPE FOR �� LOW WALLS III I' o CONDITIONS I WIDTH u� _ _ _ _: : o 4r_0rr I 16'-10" .12'-10" J X d INDICATES FILLED CELL w/ 3000 PSI rr — — — — — •— — — — — CONC. GROUT FROM FT. TO BEAM :........ ......... . ' I W/ (1) #5 REBAR VERT ABOVE SLAB 1 3-1/2" MIN 3a0bpSl CONC. TOP OF CONC./ PAVER TO BE ' ■ ■ ■' ■ TYP @ALL PLACES SHOWN SLAB FOR HERIV,�CI�jDO 0'-0" ■ 4'-0" 4'-4" 4'-6" (2) #5 REBAR VERTICALS w/2in I HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY 4" BELOW FIN. FLR. I FILLED CELL I W/ 25" EXT. ABOVE SLAB "GRADE 40 3-1/2" MIN 2500 PSI C61V PROVIDE/2" x 9 Y2" - - STEEL" SLAB OVER 6 MIL VISQUEF�'N, RECESS FOR FRT. OOR ih SLOPE I L VAPOR BARRIER 2'-6"x2'-6"X1'-0" FTG 'n M I -4" I S3 o 25-108" 9,_55" W/ (3) #5 E.W. 4r_4" � CJ CJ I (2) #5 REBAR 00 S3 S3 CC S3 VERTICALS w/ in I 2'-6' x 2 6' x 1'-0" TYP @ 1 STORY I =� • • I I ro AHU FILLED CELL U.N.O. I ii :: I 3r 5rr 7r_1rr W/ (3) #5'S E.W. 12'-6"x2'-6"X1'-0*FTGT • � �. �SLOPE(2) W/ (3) #5 E.W. L J I II f IVERTICALSw/ #5 REBAR inI FILLED CELL :. T� r. ; I OPT. D I I I II OPT. VW II : -3 1/2 L _ J I I ------- U 5'-3" II o T 7I ■- —CJ CJ. —CJ 9 IT I ' 4" T-11" I: 1'- ". EDGE OF SLAB 2" BEYOND WALL I K � J L^ S3 r M24 S3 ihN I: 35`.-4" 20'-6" ■ I I 2'-6" BUILDER TO PROVIDE ; O ; ; I :: : APPLIANCE PROTECTION 0'-0" I WHEN REQUIRED PER I 4'-0" 12'-1" __ FBC (2) #5 REBAR /�W.H.�\ - VERIFY LOCATION VERTICALS w/ in i ---------- --- — �1 :_4 — — — ------ �: o— a I — } ELECTRICAL PANEL +— — —FILLED CELL-- A VERIFY METER +H.133'-O" S3 LOCATION WITH TYP @ 1 STORY BUILD R rU.N.O. 5 6rOr6Or6„ 5886" 5r-7Ir 5" 6r48r ,T-1,r Ir 6r Ir 6r 55'-10" 8'-6" 65-0" FOUNDATION PLAN - ELEV-Al SCALE: %4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w a cn a - CONTROL JOINT DETAIL SCALE: 3/4" = 1'-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" ed9 +N 0 Ulu d[ m rd CD o `U C R V CMJ m YC cV .0 N � d O (O N Y q] 47 Q- wN •� C: � t C s ti E i i rr �v , •�.c±� c9 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. M a o C')g N j CCO 00 U) to 1? N o a) M V . u LL J J LL d V L N Q Zs 04 O Z LLW 0 Zp 00 z a J N OU °d 00 U Cn W ❑❑ M Z M N O �o l o N r Q V U) V) J '7'` • i- n .� U O N a J N U � J — B z¢.. -r L U O _ m 0 ti w z r�L_ 03 z® E= t wz oa FCor3t p 0 uo c.0 ,n;. ao 0 a� z as mo a 2z 9 oM zz 12 m z a w �O M v zl< h r 03 �O >C.0 J L J rn a W CID 0 LO Lo Cr Y «. r U M_ W m LO r � Q� O - 04 0) o O t— LIL (V CO LO r � T C.0 T E c M z cc Z E O 0 y cc0 11 U J a Q ° 0 C C c J JOB NO: 23-00526 SCALE : AS NOTED SHEET NO. 6 I I I __ I I Ill I,]- 1_ -- I I I _ 1 _I ., _ 1111 F F1 1 II 1111M II ' ' 1 L On v a v rn L0 O cn 0 Q CD co J 0 I N Q rn L0 2 0 40 *' to t7 0 cc L0 g N L0 O o- cn O Q yrn l 3 v-- Q N N O a N O O J N N 0 0 c>I N 0 a 0 N N 0 a 0 a M N O S a m 0 rn ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 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: 7/6" EXP. 1 (2Y16) or 1V32' EXP. 1 0y6) TILE: %2" EXP. 1 e3/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1732", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. (2) (2) A q A S3 0 Q 00 Q r Q A D D 'S CJ3A 0 CJ513 16 Cl) Q D En Q X rn Q Q Cl) co Q N Q 1 —1— o Q N 20 CIO W 7 00 U U U UIII ° w III on— CJ II I EJ7Bvj 7 I I ^ I I ° EJ7B D1 J7A EJ7A ° G Li (2)S5 X 1 S5 1MT1 ill. G EJ7 I EJ7 EJ7 EJ7 I EJ7 q S3 EJ7 I CJ5 CJ3 ' U U CJ1 r I EJ7A II I I I EJ7A II I I I I EJ7A I' I I I I EJ7A EVA EJ7A EJ7 EJ7 I' EJ7 I I I' EJ7 I I CJ5 /J3 U CJ1 -7 (2) A A S3 TYP A (2) A a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY 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 I HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d R77A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-112" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 wl (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 - - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 - - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT- M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl 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 (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") •FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) 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 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=V-0" C" C%j a 11 cam.+ N.. Qs n. o Q C 10 4.41 N -- y OM .% 1-k-cz Q N � 3 W m CL u 3 �- m u m �+ c � ,m rri ca ��,te9lt+,tj;t. s f 4 IO �." , y" :7 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 0 v d — W W _N M a Z— N 0 # LL =J alw Co ll LL 2 W O Q_ bem c W w O 0 O W ���rn m LL LU LO ce) N Z Q N do U Z U rn W ❑ ❑ n z N th O $ (D Q � a N fh z �N _ 0 w $ Ly N ,N v ' y w o t 8 I c , I Q ° �Q N 1 I4 r~ 0 C.0 w o Z z Q J_ E M_ o zo o'z >M Z e 0 FT ra = < � U 0a � o 0 U oa Zo CO n3 a? I-- o Q z �z a z d o ro 0 o0 'aw z.9 J a z 15 8 ° ap Z go W 2aw <0 oz 3 _0 J 0 f= W a . 0. �U .0 0 121 LOrn 'O m ^ F W co 0 G :3 LO U*) � T Y �- U U) �D N m m LO }, O (n N 0) 04 t— ILL. CV d' to 00 LO ai E c CY) iri 6 Z co Z � E m co E 0` c a. U Q p JOB NO: 23-00526 SCALE : AS NOTED SHEET NO. 7 I I 1! 1 1 I 1 1 I! 1 11 _._ I If I ll_ _ _ ' I 11 11 I rI I I I I! 1 11 L� . F,,, 11 , II I - ( I I I -- - 11 I - - 1 , f 'I IU' HIV - - GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T FORM do GROUT SOLID U 0 #5 BAR CONT. 8F12-113/1T O "V" LINTEL DETAIL SCALE = N.T.S. M0 so i Kamm Kamm Kamm TYPE DESIGNATION #5RE MIN. BAR ATTOP (1) REQ'D ALTERNATE POWERS F = FILLED WITH GROUT /U=UNFILLED = R RECESSED LEAR STEEL LINTEL a ° QTY. OF #5 0 REBAR @ BOTTOM OF LINTEL CAVITY 4 ° M.U. #5 REBAR AT TOP Q w ° ° e MIN. (1) REQ'D 1.1/2" CLEAR 81-16- B/1T Q = ° e c ° n/ 0 z GROUT tNOMINAL.QUANTITY OF ° 5 REBAR AT N ¢ = - N w C.M.U. WIDTH #5 REBAR AT ° BOTTOM OF a z WW 0 TOP LINTEL CAVITY rn WO U NOMINA -BOTTOM 0 LY U 00 z HEIGHT REINFORCING a Q O ¢ - 7-5/8"ACTUAL PROVIDED IN Z u- ci w N 8" NOMINAL WIDTH LINTEL O ¢ ' 3: #5 REBAR AT BOTTC AS INDICATED (VARIES) U) M a MATERIALS 16 GAUGE POWERS ci-i precas17ntels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. if lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. S. A bonding agent must be applied to the Steel Box lintels prior to 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION IF J 4'-6" LL CF) 4'-6" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" o tV '^as 4, s w � V a h G9 C to G7 N w v x c 1A_ ca R C4 a. N O cc d NN ]C 3 cu a m � 3 � i W C � C= T C E .MCA CW ell s p r•v`J. ;. 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. N F 8 � 1Aa N CA , CD"20,2 � N n 2 _ M0�i _ Q 0Z C_- N.,0 2sz # LL M LL LL 5 LL WW Wa L O W 0 8 r- 0 LL Z (N n< Z N 0 OU W ❑❑ CD V Z N (h Z 0 N All C � N ^N^ M Z � S -J n w m p a m U 0I^ w s Lv N IvI^! ® w ~ - E z t 4i = L ai U N °� C a° Q Y • N Clf O f ¢ W co J ¢ Z � I_I �� So aN Q E 0 Z® F--- n7 g o �Z 0� O 0- �Za Z 15,i Qi Z VJ � a o ox= m o0 Z�� m v Nm <w O< a O W o wLL �w M oZ J o JW <� ; M V d o zIQ 0O = r� J L m < LO LO r V) LO T QI O N CS N N L / r E c M Z E y c m a E ci � ¢ o JOB NO: 23-00526 SCALE : AS NOTED SHEET NO. 8 -11-L1 I I I -k- -- I - -I I- I I -- r'I 1 ` - 3 v a LO Ln 2 v 0 J Q0 0 I N rn u") N 0 rn CD LO LO 0 c V) O rn c 3 Q N N 0 a E a`3 E O C Jy N LZ 0 0 U i 0 i d 0 U J v Lz N N N a 0 a CN 0 N 0 a a� 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, A CQ D, C BA -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 EXPOSE D 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 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530,1-13, ASCE 61TMS 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. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD IE VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL OF 100 PLF APPLIED C 0 0 U 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 Z 4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3- 2" " Y4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED WI 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 7116" 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 A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinklersysteins including all risers and spray heads shall not be installed within 1'-0" of the building side wall. P Y 9 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 - Concrete overpo and mortar along the foundation perimeter must be removed before exterlorsoi 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 licensed before be issued. a pest control company a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE T B YP R BETTER AND O E S #2 O E R OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. eV120 N a N N a C= f' c J O W o � x �e o Q d N 3 � CU a, a s a ? ecr = 3 cu ca 3 w a'Q c � � o 0 (J.�O QY .r Lu - LON • � SSIG`aP \� ��''/r�f� f!I I111t'►1����\\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v EE Q p u N o;��- C co N N 10 N om # w M V Q C -j w W JLLLL � O_ �� a Z t+� �. :3'f0 (V Cp > S W - o 2 (D m W w Z NZ d J IL ZN O U v C-) W ❑ ❑ V M � zM .- N M z I Q a C,¢ J - a- M N z o u cc O w s Ly N IUlI ^ v + N U w <o J EEo L U U Q I C,0 14 o r� < w z J o z < � LL- C zo o r^ Zo <� Cp- p E V w� of z® oa FT (17 s - o o ra C:)=< �< 0Z Z r �r ¢ ZO w W c ac < °_ Z LO J s o2o,, of <� ¢ w z 8 � o� go az W wLL < y4 a O- cY Z ¢ U � � > '^ �.1 , rn Q M CL �O, F i Lo LO 1�y�y•�� r^ U v, m � N LO T 4-J QI N 0 � O N t) QT m CO cN 0 z z E 10 y m` E •• a 0 c a ¢ o JOB NO: 23-00526 SCALE : AS NOTED SHEET NO. SN 3 Q rn m LO v 0 J co LO O I h7 i a LO LO 0 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-1\2" LONG (3/4"-1" CROWN) , II WALL SHEATHING STAPLES @ 6" O.C. VERT BETWEEN MAx I 16GAxl-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" "DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5-0" Q - STUB -OUT FOR O o o _I GAS METER ;a o N Lo • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS =TOEUNTA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). RN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x P — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL STD. 900 HOOK BOND BEAM 11 liI ttttcc Q ° CONT. #5 STD.90 BOR T. #5 I HOOK \�\�\ BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SIMPS( w/(22) NAILS 1 5/8"D THRU BOLT R TRUSS OP PLATE BOND BEAM STEP 2 X B.U.0 "N SCALE: N.T.S. SIMPSON MGT w/ (22)10d NAILS TYP. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN \\ I'T TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS PLYWOOD FLOOR SEE PLAN FORREQ'D \ SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND CONNECTION \ TJI TO BE CUT TO ALLOW \\ FOR BLOCKINGIfJI NOTE: \� / ,•::. UPLIFTVALUE MASONRY WALL OR IS BASED ON S.P.F. INTERIOR BRG. WALL \ \ TJI PER PLAN OTHERWISE SOLID ' BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS �® LOCATION OF above to bearing below. SECTION a@ INT. BRG. WALL N .� ` �� ° ° SIMPSON H10A SECOND H10A (WHEN DOUBLE JOIST CONSTRUCTION N.T.S. �- ; . ' -� �' w/ (18)10d x 1 1/2"' REQUIRED) (Not required if both loaded equally from above) �' �` NAILS t Filler blocking i UPLIFT = 1015# 1/8" min. } Small gap 2" min. 2" 1 /8" gap max. 4" max. JosebStifferr BearngLocatodu►\\ TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A - __Series___ Depth, End Intermediate 2 8d- z-ad INSTALLATION INSTALLATION BCI S000s°�� 191/21, -� 2 8d j- 3-8d Clinch nails 14 2-8d - _ 5-8d 9-1/2" 1 2 8d 2-Sd — { — when /' BCI 6000se 11 7/8"' 2-8d _ 3486 1 — possible ✓ ® 14 2-8d 4" MIN. EMBEDMENT \ BCI 6500s _ 5-8d �_ SEE SCHEDULE FOR 1) Support back of web during nailing to prevent damage to 16" 2-8d _ 6-8d \�, - 11-7/8" 2-8d 3-8d 0 SIZE AND QUANTITY o web -flange connection. _ �. -� f - BCI 60s@ 14"_2 8d t 5-8d ' o OF FASTENERS 2) Block solid between J 9 Pa — Tight fit _- \\ — 6-8d g 16 2 8d �\- j j o 0 3 Leave 1/8' gap between top filler blocking and bottom of to flange. gap P g P g 7/8—"3\ 3-16d - O o 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/PI ood/OSB web stiffener 2 min. yt^ BCI90s 14 5 16d _ 5-1-6d 4„ r o camax. " ! 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when mdtted or 166-16d ! 6-16d -- -- - - - OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi herthan 1500Ib 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 11/16 code for appropriate details in One 10d box k,or=21 areas=20 of high sinker lateral load. nail each side at bearing. Squash block I (2x4 minimum) J Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 9 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or LJ 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 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — bt UU I ANYVVhitKt IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. F fttttt# • _ . J6 • - S 875 10 31 . 12 - l :13 - `. i Hd6 Side id Z 3 5 0 Any 16" joist Span (ft) 8` V-0" 1-1" V-2" 1-2" 1'-3" V-3" V-T' T-11 " 2-4" 2-3" 3-2' 3T' 12 1'-U' V-1" 1'-2" 1-2" 1'-3" T-9' 2-4" 2-11" 3-T" 4' 2" 4-9' 6-4" 16 1'-0" V-1" 1'-2" 1-2" 1' 7 Z-5" 3'-2" 3-10" 4-9" 5'-7" 64" T 2" 20 T4Y' VA" V 2" 1-2" 2'-0" 3-0" 4-0" 4'-10" 6-11"16-11" 7'-11" 8'-11" 24 T-0" 1 '-1 "I V-2' 1'-3" 2'-S' 3'-T' 4-9' 6-10" T 2 8'-4' 9'-6" 16'-9' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S TYPICAL SIMPSON META12 / META12 TSS INSTALLATION �t11 ��'CIIIE Backer block (12" wide min.) : = 1111= I1 11I= I1 111 I I1 I 111= —I I I �\\ Nail with 10-1 Od nails. - \\ Install tight to top flange. SLEEVE THRU STEM ° \� \ SEE PLAN FOR °. • . • .. 4 Joist hanger .0 q ° \ FOUNDATION INFO ' a i - `I �I�a STEM FOUNDATION \ Filler block. \\\Nail 110dtnails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap 10 j, - 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 1l4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height - requirements — -0.6 X Joist j depth f Xa � -LEA I -JOISTS BUCKETS N.T.S. GRADE v r-REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE \ PENETRATION d ° I—� d IlIIIIIII • GRADE PLUMBING LINE �— PVC OR SCH40 SLEEVE d ° ° �—III-111- • Til I-1 IF SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE C d d ire Z • ° • 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 d da G 1 I I, E I I I —I 41- -1I I— 164, SEE FND. PLN. SIZE & REINF. e" C%A as M —�m>< c u- ci N M O i fy a ti Q N Y v E a o: 3 m v v n o 0 .,•, -L 01 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 a E $ o V 6o G "00 N N fA A0 # _ to - N V 1 /IQnn cc LL LL W V J LL a _ w -C D_ Z c0 °' y W00 m W 0 w LL Z N NZ d N d U �d o C.)rn W 0Cz 0 z C� Q N z 4 w � V O w s Vl � �N ) U � w J E 8 U o d 04 m ° �Q 04 so o z w J 0 Z E Eg Q Q >ry CD- o M U o Z oa FM d� �o z o o E �< g , 0< aZ d a� g r ❑ < o�Z m 0 o� Z�W m v J � ab aw zz Z° �° 3 o m �o o� 3 JW wa ° zla a p J >� LOrn ' ^ Y / m �.� Ccc CD CID 0 J LO �J Y T Cr � -0 ,-- ,— U) CV m Ln a-i Q 0 N c0 p r �- N CD N LO r- 4 T r E c m z cc z E E a3 U c 0- Q p 30B NO: 23-00526 SCALE : AS NOTED SHEET NO. SN 1 _ I I IL 11-j I I I I 3 a rn L0 0 0 r J co LO a I N a L0 v (N 0 0 CID I M L0 0 rCr 0 N N a o_ E E 0 x v 0. J N cZ 21 v N N 'o i a 0 0 U J N Lz N 0 N Cl 0 a r7 0 C2 a; 0 Q v' V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH °' 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO a BE IN ACCORDANCE w/ ASTM I_�I I —I 11-1 D D =IL I I —III- _, o D7158-CLASS G or H, or ASTM �I=1 I —I D • I I I �I I �I D3161-CLASS F, IN -4 I-) I I I -I °1111 1 =1 11 I I I _III12 ACCORDANCE w/ TABLE TYP.) VR905.2.6.1, FLORIDA BUILDING �ARIES �I �I I �CODE 7TH EDITION (2020) 8"' I I" ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k S3 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"&%16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co 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 W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE it i` r ° ° D 00 Z D 00 6 MIL VAPOR BARRIER ; �r 4 �•D • 04 COMP. SOIL. ° (COMPACTED TO 95% - MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. CHAIRS TYP. 1'-4" (1 STORY) STD. 90 NOOK (SEE U.N.O.O 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0° 53 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. PAVERS RECESS "I z M 6.60 e•- I I Via• SEE A/S3 OR J/S6 R-LIT FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR — EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5 HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (U.N.O.) (OR %" GYP. TYPE @ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM O EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL A.F.F. (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 211 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 REINFORCEMENT AND WILL NOT INCLUDE THE WALL / 2" 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS WWF OR IBERMESH PO- •IRWIN— :1 "SHEAR WALL" SCALE:3/4"=V-0" k c.3 SCALE:3/4"=1'-0" cow' SCUP , - vC's' 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION a #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING "' 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR —� ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE �, o D D ' z #3 & #4 LAP SPLICE GRADE 40 MIN. F740kSsiiijFINISH D — � D GRADE oo 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. F °O 6 MIL VAPOR BARRIER I D ° ° _ I I - I I 0O '- 16 R 1 7/8 —� xx N z #5 REINFORCING BAR z I D I II 05 1 AP SPI ICF r COMP. SOIL. (COMPACTED TO- 95% MODIFIED PROCTOR ASTM _ D1557) 4" 1'-4" FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° a rr GRADE _ = — ° _ l�r-l�l ll Irz-r l IIIE- _ _ -(1) #5 REBAR w/ OPT. ' I -I [T-III-I 11=1 I.1 I pp,= I I-SQREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1 III 'II _ 111=1J1 I�IIIII ~. I SEE A/S3 OR J/S6 ` -1 LrT I I -, I 1 II 11-1-if FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. O.H.D. RECESS P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALA� INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 4d e 00 C E }�. — co 6 MIL VAPOR T - BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 112" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4CY) '- WWF OR FIBERMESH , . A I K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D � _ a . gUj Cn 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR U.CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN � (2) HTS20 FOR STRUCTURAL BEAM SIZE & I I CONNECTION INFO I 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 g o SEE DETAIL 1601 FOR w COLUMN SIZE AND BASE Uj CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE 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 SIZE VARIES PER PLAN a > w/ MIN. (2) #5 VERTICALS w FILLED SOLID (SEE PLAN FOR E5 W SIZE AND REINFORCEMENT) W fn BRICK PAVERS or SLAB PER 0'-0" FIN. FLR A COMMUNITY SPECS �o�i.!i, :!ice •�f: r✓i- o,G � •- - -. 1/2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N �: WWF OR FIBERMESH r, E (2) #5 CONT. =1 I I„I 11;--,J IJ I=,� L[ , I I� ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" 53 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) �� I WWF OR FIBERMESH SEE A/S3/J/S6 ­` 1T ` "-'''��T_�"'�,�� 8.- FOR REINF. INFO. ► I OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD .� ;a. CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) c0 GRADELU C7 = J • z N W W W U` Cn FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 E 1 a. N C= � -y N N a o 7 W N t; a M C M U �LLa Q N � •� E r c 4 u � 3 � �ddr, � u as c LM N a� V �I Ch u Pc5S1O 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 .... F N N O) V c w Q .7�co N U) rnC, N O # w N yr>v LL Q J LL lL. u. W I1� W zm c o O O .LL-. � 0) L O jj W pj m w Z ,� N Z d J LL cl) r- Z N OU 0 W ❑ ❑ WI L N [h o� CD E3 N zC3U' o +-1 f6 w U 0 w s N C N U J J � E 9I. 3 U o y • �0 N s�o o J� w M Q LL- E �o � oLL >M <o E 0 lJ wz =® oa F— 0 ga 00 00 o f 0 �Z Z t wo �w C/' < o m & ZLL m v ! Nm aw 0 z go W � >3 o m wLL <� az �� it aLL it 3 o wx oIQ ;o o 0 �C.0 J LLO rn N \ F L c 0 Lid J r Y T W m N W � U)0 to cM 0) r- LO T Q � r T E c M Z N z O dcc a 0 Z Q p 0 JOB NO : 23-00526 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 E5 a v B CD 0 J cc to S rn i Q JT 0 LO S N R L[i 0 c^n y yC_ 1 3 Q N N 0 a E co 0 v C 9 J d rz U E U i 0 i a 0 v O J W c� N N N r. v 0 a N N N 0 0 Q m v N (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE TONEAILS SPACED MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT DOUBLE 2x TOP EVENLY WALL IS 1 1/2" MAXIMUM F LL 8 8 16 BLOCK 12 (TYP.) SEE ELEV. PLATE INTERIOR U x x SIMPSON SP2 w! (12)10d HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ \�' FACE OF BLOCK WALL IS 21/4" \ NAILS AT EACH STUD 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 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 �STUD W/ (3) Od NAILPOINT EVERY OTHER CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 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 Ct = DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD SCALE: N.T.S. S4 ❑FiT 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN TYPICAL SECTION THRU WINDOWKB MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J 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 IA NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J - < r > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T,S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER % ' GARAGE DOOR TRACK CONNECTION ASSEMBLY ., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR ' MOUNTING BASE DETAIL SCALE: N.T.S. ° d SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. T�� SFF NOOK N 2x CRIPPLES @ ---' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8 DIA. x 8 J-B LT AT 6-3/ 1-3/4 , 7 , AN - / ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER ,) (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (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. Op SIMPSON HTT4 TYP. 0p �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 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 7 NAILS TOTAL) EA. SIDE OF • sr8,�i�LICE STAGGERED 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (Al16d TOENAILS TO 7 P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. A F= 2240 LBS �F SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON 4PSON SP4 LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END LU �Za '-Cn 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 T. BOTTOM P TE 5!8"110" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN, (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /- 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-0" O.C. C MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • 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 R REV. 06.24.22 SCALE: N.T.S. S4 o o N , N 2 = C=. LJ ¢ n O 6 a N l0 C. Q N � 3 = °J d fl- C7 V E � � m 00 OFrs U�. U N 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. I» IIFFFW Q OE CD co 8 (i 0 O N m uS Y 0 N r- �'mco 0 rnr,�V(A Q It- C J u. 2 W u-LL i a- Z _ w W «@o`- 0 m ILW�NZCl) rog�rn aJ Z < N O0 W ❑❑ � R o z m Q v� zCz� o LL 4O fa n w 0 a V O w s N c N U 4i 1J J g cY Q CQ N m C z W Z C',¢2 M O S E E E �° <� CI_ 0 u w? Z Oa Cu a Eg ¢V �o O O � a C ro Qz ¢ wZ 0 .5 L� m � oaw z _5 Q) Nm <a W m oLL NZ 41 o� x � o w w� �X ;O r M ..,- 0 d ° cC 0 LO LO tm T Q co LOLO r W m LO T F QI p 04 o O r LL N r LO T Q CD T 0 w _ M o Z cc Z E O cc n U Q p JOB NO : 23-00526 SCALE : AS NOTED SHEET NO. S4 Lo v cn19 O r J co LO 0 t N E5 Ln L 0 0 I N i Ln v Cr 0 .o C 3 Q M 0 a E E 0 L O C J y 0 U U' N 0 5 U J Ci N CN N o 0 O r+7 N O N 0 0 Q m 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. wl (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. wl (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - RSH ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9 AND FASTENERS. FIRST 4 BAYS SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, ( ) AND FASTENERS. (MIN. FIRST BAYS) FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9"SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, MAX. 9" SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 BACKNAIL w/ 2 16d NAILS BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" (2)16d NAILS ( ) SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 . • 45°± NAILING SCHEDULE FOR DETAIL SHEATHING 45" ± SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE SCHEDULE FOR APPROX. 8" FROM 2x4 CROSSBRACE SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT APPROX. 8" FROM ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END � "L" BRACE TO EXTEND & (2)10d TOE NAILS @ .• LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2) l Od (NOT REQ'D WHEN / AT LEAST 90% OF WEB EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & SIMPSON H2.5A w/ (10} 8d TOE NAILS @ EA. END GABLE IS 4'-1" OR \ LENGTH (SEE TABLE) SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .• FROM LEDGER TO BLOCKING 2x FRAME WALL (SEE WALL SHORTER) // GABLE TRUSS ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD 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" O/C FOR THE � x (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 O FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS IN 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & �� p� 6" O.C. EDGES AND 12" 1750 1 OdX3" @ 3" O/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 SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD 2 16d NAILS () W/ (2) 16d TOENAILS \ 2x4 "T" ON TOP OF PANEL 2x4"T" ON TOP OF PANEL BLOCKING, " INTO 2"x6" P.T. PLATE 2 x6 P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3 @ 4 O/C SPACED WEEP SCREED 1/2 x 8 J BOLT 48 O.C. �° THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4' O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ 4)1/4"x1 ( 1/2" SDS SCREWS TO "J" MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1Odx3' @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ 7 () ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD 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 SECTION TRUSS VERTICAL WEB (24 1 GABLE WEB SECTION 2 SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S.CALE: . S5 N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE REV. 06.08.22 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J A AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR IF >9" SEE 10/S5 X-BRACING, AND TOP co `" SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ ill 1 11 (2)16d NAILS WOOD TRUSSES (° 00 00 2"x4" CROSS BRACEAPPR 8" FROM 2x4 RAT RUN BRACING 1 12" 1 1 2" • RIDGE F. RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. ON TOP OF EACH JOINT w/ (3) ; AT LEAST 90% OF WEB -- BOTT. CHORD FOR 4 -- TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS ATTACHED W/ 2 -16d 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 1/2" CDX PLYWOOD OR 7/16" OS13 SHEATHING ATTACHED SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48 0/C FOR THE (2)16d NAILS W/ 10d NAILS @ 6" O.C. W/ 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4112") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF E ES AND 12" O.C. FIELD O/C w/ (2)16d TRUSSES FROM EA. _ i (4) 1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS SCREWS TO BLOCKING & (4) MASONRY WALL 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) BOTTOM ATTACHED TOENAILS �` SEE PLAN FOR CONNECTION w/ (2)16d 1/4"X2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0"��5� TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2)1Old x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. SS 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 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) a a GABLE END BRACING DETAIL 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 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-O" - 6'41 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \ r—GABLE TRUSS @ 16" O.C. SIMPSON SP2 w/ (12) 10d NAILS AT EACH SCALE: 3/4"=1'-0" STUD SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION END JACK 1 V-0" MAX. �A Cr �9 L CORNERJACK C7 Y a Q Cr W Z 0 HIP FRAMING REFERENCE PLAN Z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL ;r�SCALE: N.T.S5 2x4'7' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL TT SINGLE "L" BRACING DETAILS 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 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. No No MIN ON AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING _DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e+s o \ C'V Ln� ca dLU co W co r_ r._> u an a C -. N 'fl N .G �a,oro 3 = v d a a� yc E� = � o Q U W=o �! � •� A cN d = E r o •04: 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 v GLo N M I4 V t`N') 0 LL �(p -, � LL W LL u_ a- J W a Z °� 0 45 4F 0 ILZ ,°14o N Z d N OU U Z co W ❑❑ V M M Z Nco O z 6 N Q 'E! Q a (n J N N M N z o CDCU � V O w s v w 8 r 8 s c� o C- N 0 0 Q o N M o w S M M J a Z Z < EE o E v =a wz zo =® oa H CL o E a . o Q z �M =wz w � L 0 a �w <o m °. z J N m ¢ '< w � z 6y � 's '� 25 go W in T m K i 0 a Z y 1, ~ O 3 w �� wa CD >(.0 J LOLO Q 0 co 0 LO T ..-• u ^ L / ) r QI {� p M 1 �^ 04 o r LL N N ii C� LO T E L' E CDz M o t0 Z : E O N N N E O «� C C a U J Q 0 J JOB NO: 23-00526 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1LA4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � DOORJAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. MAX 8„ PROPER INSTALLATION DO NOT DO THIS ` ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 1x4 P.T. FURRING #5 REBAR (TYP,) ` ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO BOTTOM2 4 r 3/16"0 X 3" LONG 3-1/4" LONG X 3/16"0 L FURRING FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS #5 REBAR ` AND NAILED W/ 8d COMMON @ " O.C. EDGES AND 12" O.C. FIELD O.C., ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 (TYP,) ` ' BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ MIN. 1X8 O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH 2x PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� DETAIL 3 STD. 90^ ` TD. 90° HOOK (TYP.) BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT -7 a L ::71 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL71L [:711 C DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` LAP SHEATHING D TO BOTTOM F BAND TO PRODUCT T x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. 8r FROM EACH 1x4 FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2 NOTC F,� @ FIRST COURSE - ` SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED@12"0' 3-1/4" DETAIL NOTCH ST2COUATTHE ±5 FIRST 2 COURSES ' ` TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION 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 SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS FILL 1St4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX if 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND SOLID W/GROUT 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 SIMPSON HM9KT w/ (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 wl (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 T__ ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION . 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4" TRIM PAINTED CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' " 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 ;.. a .. CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT INSTALL WDW. SCREW ANCHOR\_2x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF 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 '/2" WOOD ) W/3 ( ) #6 X 4 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. LISTED IN THE DESIGN CRITERIA ON SHEET SN, 12 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL j'-Q" 5'-Q" SCALE: N.T.S. SS JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 3 1/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE ' B-B EMBEDMENT INTO ) PER NAILING SCHEDULE ALL ° D' >•• 1/4" MAX 2'-0 8 STRUCTURAL SOFFIT #5 BAR '; ° ,'o„ • s p. ' ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON S F01 ° . IN TOP BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = V-0" ** FOR ALUMINUM SOFFITS WITH SPANS ( ) > ° b 1 X 4 FURRING 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER s . ' KNOCKOUT / -04 THE SOFFIT FL PA INSTALLATION CRITERIA :e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 MIN. PROVIDE () I PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* b MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" ATE SIDE BUCK - (1) WITHIN 4" CONT. W/ 12d NAILS JACK TRUSS PROVIDED BY SIZE AND REINF. PER PLAN AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° • ° 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF .> DIRT • b � TO BE INSTALLED TRUSS AS SHOWN FOR O.H. UP TO 2 -6 2x OBE ° STANDARD o 4'-0" MAX SEE PLAN UP Ryq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. °. 90 HOOK iv SCRIBE (NOTCBUILT H) B CKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH G�Fy 2 10d NAILS 8" O.C. + O7y #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD + + TO TRUSS TOP CHORD FILLED CELL • • ,� •� •_ , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS 16' O.C. MAX. OR IF MASONRY @ + + . . . L. . ., �� BTWN. OSB ARCH FACES W/ 4 10d NAILS EQUAL EQUAL () GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING L% INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + 21111 ANCHOR INTO ARCH BLKG.4f + + 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" SS TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP . e 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 SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") 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 #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" „ _ SCALE: 3/4 1'-0' O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER SS Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° .�^, x o F-F--�—T ° ° I,� A REINFORCING AS FOLLOWS: * SEALANT _ _ TI�T�, -T I TI-I� FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO t� a j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. p°. ° _ I = I II I I, I = 5/8" DIA. ALL THREAD ROD M -' #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ o =I I — EPDXIED w/ SIMPSON "SET" Z ¢ EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I TIT TiTI EPDXY MIN. 6" EMBEDMENT & � `n N FILLED CELL SMOOTH. DO NO FURROW. ° n ° 3" MIN. EDGE DISTANCE � DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE �, I t SET BAR IN EPDXY: FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p . e 2 O G SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: N ° co REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE \ \ WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 3 #5 REBAR. 16"MIN. (1 STORY) () (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. j 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 ,a 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" C" dam. �coC` co N R C > E L � 3 v r� •� T E _ a o \vl N 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. H W a E o 0 8 N p CVill 7 n N O# O0 IN J Q c: d J U_ V- � w Jrn ti� LLw Z c o o Y c L lW _ eC? N O '� rp W p m Z IL 02 w 0 NZ d Z N OU Q) WCD 7 N h O O CID 119=9 I N n � r c+Ni z W T n LL Ill W � U O � N o L N �N ra U d i1J J _,• — E — 9 8 L U = r N L N N i N O0 f C 0 M M J J� Z � z z Z a � I L crf C Z G M ¢� Ecz, j �o o a CU C E U O o �`o ao z Z�� co a w VJ �a o of O r O V L Z J 1 p ro ¢ uQ Z U T w ¢ ' W a m eg aLL xF_ 3 C9 � Mj 'a rn Q 0 C0 � U')lO � T Y Y +� U m 4LO QI p CN �oo ILL 04O V) N LOI T_ T' Q T � T E c M z c0 z E O ri ra U a Q p JOB NO : 23-00526 SCALE : AS NOTED SHEET NO. SS I 1 - II lip I 'I L 1I I I ip I 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. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YYi L- 1 %ju `W L/ .'l r 1 r \V.J.J YY LIJ 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 IT[ IT[ 14 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. `LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B /TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 4--= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS USSES (2) 12D NAILS --y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH I�I�:T�ul BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS TV SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT SIMPSON HUC410 w/ (14) SEE PLANL. FOR CANT. 16d INTO HEADER & (6) 10d TOP & BOTTOM SPLIT TO TIE 0d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER OOF PLAN FOR MORE (10) 8d NAILS NFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT- / CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d �L— --— COMMON TRUSSES. TOENAILS TO TOP _4� SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE ` ::x VARIES SEE PLAN FOR WALL LOCATION _q �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL 4W/ MIN. 2x4 #2 SYP P.T. PLATE 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION ENTRY 8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE t—A I INDICATED ON BM. & ADDITIONAL INFO. 7/1OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULD/ON PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=V-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A SEE PLAN FOR A, SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS V' EXTERIOR SHEATHING ATTACHED PER 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. y 2X4 BASE PLATE W/ " SIMPSON LSTA30 w/ (22) 10d NAILS OR l-zz` I-` z SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. lL] GABLE 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. i `—• MASONRY WALL BELOW: SIMPSON a HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL a 4'-0" O.C. TO GABLE TRUSS OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. \-TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN A. FOR CONNECTION SECTION AT HIP GABLE K_12� SCALE:NTS 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. • •Nj SIMPSON LUS26 w/ (8) 10d NAILS ZSEE OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WAL 11STUD) SHEATHING ATTACHED11 PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ y — SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW 16" O.C. @ 'L / PLYWOOD FLOORING LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS N Ln v CV W C= O Es o a (-I CV m >< �LLa °' T '" 3 io m m y W � T RcE Q a .\\\ 0 VV N �rc�fr \\N ��� U v�01 rC) FLO sip t s SI G-p .,., To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. pA W d E Q N V 6 m w r_ C 7 N N00 _ pfi6 M V' 2s # tl Q C W J 2 W J w LL 555 , a _ W Z tm o- «moo o (0 N W ��pjO' m w LLco Z LO NZ a Z N O U W ❑❑ V M z N th Q O z z Q $ mv) zCz W — a +� ru � U O w 9 un N Ull L J 3 .I - c� o C__co —a 4m 0 w M � ¢ Z Q 0i aO �oo_ .o aZ @ U oLL wz z® oa o E o M ' 71 °a 00 oz z I@ ao w o 0z . cn C<10 ° o zm a J om c aw z in 3 O a g0 n W o� m w 0�K >0 z oI o w wa 0 Cl>v zla '-0 oo 3 °O 2 LOLO rn Qco c� M :3 LO T y +r �— U) 0 N m Ln +-+ Q O N 1 o O d' ti c� N 04 r` r M CD o Z Z 7 6 E �' M a E °' U 0 Q p 0) JOB NO: 23-00526 SCALE : AS NOTED SHEET NO. D 1 I. I _ _ _ _ 11._ _ I v+ 3 -v Q rn L0 rn 0 i) Q co J cn L0 C7 O I M Q rn 0 0 J to LO 0 M•1 i O 7 0 y� L 3 a N N a E O 0 C 3> i v U 0 U N i a 0 U J N L� M 0 0 0 a rM 0 CV v a a v N THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU -MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING 731) CLADDING AND WINDOW FRAME 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 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL e COMPATIBILITY SELF -ADHERED FLASHING � DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIST UNDER DECKING ED FLASHING I (SEE DETAIL WP07) SELF -ADHERED FLASHING NAILING FLANGE 1 2 8 WEATHER RESISTIVE BARRIER s.N, 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 FLASHI SEAL TOPS OF JOIS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING JE WCEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` \� (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 PAPER TO OSE EXTEND A MINIMUM 6" RELEASE AD ESIVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for <> 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. AMM 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. "Al1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 Stucco 3/4" CEMENT PLASTER ' a ° ° a 12 MIL (min) DRYLOK EXTREME ° APPROVED FLASHING TAPE DOUBLE 3 "V" SEALANT SOCKET WITH JOIST TOOLED APPROVED SEALANT SINGLE WOOD BEAM JOIST BELOW, M 1 SELF -ADHERED FLASHING Foundation Wall ° ° SELF -ADHERED FLASHING a ° ° a a 2 d 3" MIN " SELF -ADHERED SELF -ADHERED 4 FLASHING FLASHING Q 5 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING M FOUNDATION WEEP SCREED EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER SELF -ADHERED FLASHING 2x FRAMEWALL STRIP OF SAF LEGEND PRODUCTS DETAILS TILE FINISH SELF ADHERED FLASHING (SAF) o ~Q DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK � ] BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH - PER THE FBC RESIDENTIAL 7TH EDITION (2020) co I PLASTER ACCESSORY SF LATH SHEATHING,'OSS', PLYWOOD, DENSGLASS Rtttt�«� 1'-4" PER PLAN z Detail Instructions Refer to the number marked as in each detail that corresponds to the 1'-0" PER PLAN WRAP DP WRB ONTO THE VERTICAL SURACE TO TOP OF f numbered items in the list o Instructions below: FLANGE AS AN AIR BARRIER SLOPE 1. Install self -adhered flashing in order as shown by numbers 8" CMU rl_ 3-1/2" INCH FLANGE 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU3. Self -adhered flashing can be substituted for building paper(PER SEAT DEPTH)Zz STRUCTURAL FRAMING 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT a g embedded in the adhesive layer) - for ease of installation and to n � STRUCTURAL SHEATHING minimize scoring cuts ° ° ° W D- W d PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. STRIP OF SAF 5. Remove all release paper per standard installation instructions and p p p ° I- (n CONTINUOUS BACKER DO NOT SEAL. - - DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" LIJ U ROD &SEALANT DRIP SCREED PLASTIC Minimum) SLOPED MUD BED ° LU = W ACCESSORY BOND BREAK WRB 6. Fold as shown by arrows ° °° ° ¢ W �I SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to u o . fit tight to corner VINYL SHOWER PAN ° < = A \; �� . 8. Mechanically fasten as necessary ° U) S`OPE I ° I H ° ° ° ° a a 4 a 4 � SHOWER SEAT SOFFIT/CANTILEVER Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all CW3 'k iV ,. N c L2 r_7 Q n G C 10 i-_1 N "0 m x c oc o .. N 0 N L N C-4 (� Q � N � > E L C a ;p c CM c E �o M C`J O CV CV 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M W E co V a� .�N� O 7 �°0 N � N �rZ J m"'Cr 25 LL Q C J 2 U;- W J LL 5 a -ern UJ Z 9 r �. N� W °1 CS cO m w W Z - & Z -.4IL OU ZN W ❑❑ V M e�- � � 8 <L J N m A4-1 u- Q V1 o 4C U g O w o N �y N w m U O y Cl)_A 0 01 < N ICE o Z w M L z � o z Z I!_ a o �� zo >a ® � VI wz z oa ro X. 00 o E ao &2 gZ 0z Z wo ffw ,Q OZ Z m � J mm a' '¢w �z W cn gQ wa a Z no, o zx << ;o v oIQ ar ° 3 >C:) J L / e CL C O J LO LO J r Y }' m Co CND Y J W cn i co N N 0) (0 04` T U-) m M CD i�i o Z Z E O E •• 'a w a 0) a- 0 � o JOB NO: 23-00526 SCALE : AS NOTED SHEET NO. W P H MARNE Mounting Brackets (1 B Gauge'. +112' x +1 f2' X 2-12" See Anchor Schedule So 112" bia. A ITy 10-518" Washers Self-locking Nuns Back Cross Support (May he cut to W) Right Bracket (16 Gauge) Fi f? 14 Self -Drilling $Cr6W3 A/C Unlit Bottum Edge Hurricane Strap 3 (Tyr)ir?I I: 3 in fnant) T Front Cross Support (May be cut to W ) Left Bracket (16 Gauge) # 14 Self-Drilinfg SireVVS Thru Brdcketl IS Back Cross Support Into A!C Urrt Bottom Side (Typical: 3 each side for hurricane uso) n>_dic u1a luuun inita .0 -.arc iao, id:-1-h rill lie: -, :Lr Fit- �.aFv�i ted li.6td Soil Dr."reg avail.6ie upon resquost (£aM/tcao! fee writ! apphl Florida Department of Business & Professional Regulation P." 1 of 1 Building Codes and Standards 12/15/2021 Product Approval Application Detail -.. cos• - - . - - entity or 291.1, 20 DMe Paldner 20 TV" version 11"faauror coo l encingerd license Va&dazed ee VNbMed tdutnollbed FSC AopmvIII Itaor d Affirrmtlen 2020 Smart Vent Products, Inc MlcNavi Grahem Hemwef Nar.ra P.E. Lack. Sod. P.E. 12MM020 11flano2o 122&2020 Approved Caepay: Souct al Components (877) 441.03M PE-73770 (314) 300-1800 SubCategory: Products htroduced as a Result of infoilisYartvenl.cdm New Teehnebgy Compliamm Method Ev Weu. Report from a Florida Registered Architect ora Licensed Flores PLAa82Z418Faodact. Professional Engineer $eo # Prodad Morltl. NunOa or Nam. 1h un t D.scrlotbn Quality Assuranes contrast Exabazldh axe Acarovadrur Use Aoorovadlyr In HVHZ Outside use HVN2 IMDOO BeejDyg DOMM PrJ}ggp t 6martVen2 L10dal k1594510 Dual Functh. Flood end Vennafi. Vent 12/312023 Y. Yee NIA .10o/ 100 2 9r-o. Mgrdel #1540611 Duel Functi. Flood end VenlOse. Vent 12f31r2023 Yes Yes NIA .1 o0F 100 3 Srnarivent MadeI"1140520 Insulated Flood Vent 1Wit /2023 Yes Yes NIA .101"1" 4 5martlrent bbdel #154P521 Insulated Flood Vent 12131/2023 Yes Yea NIA .100A100 5 SmonVent Model #1540-524 1e&4tl; Gauge Door Flood Vent 1?!31/2023 Yas Yes NIA N/A 6 SmertVent Moll #1540570 Wood Wall In atated Flood Vent 12131112023 Yes Yes WA .100i 100 ameoV t Model VISC0 574 14.5&qud: Garage Door Flood Vent 12C51/2023 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 In42D21 Entry or Daze Poneme 29,! Jjd& XM2jeb Manufacturer ContACk Enaln.ar& Licans, VaIidA day validated fitted FSC Anur-ol Aordr, (a9 SUM Revdo, 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Pneal Locke Bovdoo P. E. W012020 DMBM20 o8202D2o 10/132020 Approved Category: Roofing i50Z, 303.1111 PE-74021 (334130D-1800 SubCategory: Metal Roofing r humategiore.met com Compliance Method: EvaWatlon Report from a Florida aagVered Archkecl ed or a Licensed! Florida PmAinti-a Engrleer F La1767E-R8 Froducts Ouazty Assurarncs AverovedlorUse Aperoved for Us Ilnoact Do" emu# ProtltAH ModM. Multi 91 Name Product Omripdon Contract Eminotloll Bate In KM Outside Nvxz Re"ant Presiders 1 IXerel Motel cling Systems 01AC 1DONS, DMC 15085, OMC 1756, DMC 2005. 12/312025 Yes No NIA roFiav OMG 5V Florida Department of Business & Professional Regulation Page 2.14 Building Codes and Standards 25 mz2 Product Approval Application Detall Cnee ;: .. EntNv of N � �g QjjQ Date Perdlna � .. Tape Version Manufacturer Contact Enalear&Licence Validated 8l' Validated subm rated FHC Approval Approved status Revision 2020 Therm-Tru Corporation Steve Jaspetwn Lyndon F. Schmidt, P E Ryan King P.E 04/152021 12f312020 04122IM21 OaM82021 Approved Category; Exterior Doors (WO) 843-7828 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Door Assurtafies sjaeperson�lhermetru.co Compliance Mamod- Evaluation Raportfrom a m Florida Registered Architect cr a Licensed Florida protests metEngineer FI-0284684 6 Products Quality Assurance Approved for Ursa Approved for Use linow DealnIf Seale Product Mptlel. Number rid Name Product Desenotlpn COmrad Elmlretion DaM In HVHZ 211 12H2 Resistant pressuro 1 a. .'!!Tru Flber-Clasele and Smooth -Star Nominal 65#3Q8 8quotlmpact&quoC Opaque 12131=22 NO Yea Yes NIA Composite Edge Fiberglas Single Door (I nswnwoutswhg: X configuration) 2 b. Therm-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quotlmpact&g1wt, Opaque 12t31r20Y2 No Yes Yes WA Composite Edge Fiberglass Single Door with Sidelka(s) (Inswng/Outswng', XO, OXor OXO config-o... ) 3 c.Therm-Tru Fiber-Oassicand Smooth -Star Nominal 6&#39,88quotlrrpact8quot Opaque 12r31Y2022 No Yea Yes WA Composite Edge Fiberglass Double Door with or YAdlout Sdelaes (InswinglOutswing: )Xor OXXO conflguratlon.) 4 it Theron-Tru Fiber -Classic and Smooth -Star Nominal B&#39;0 8,quotlmpact8.quot Opaque 12/31f2022 No Ye. Yes NIA Compost, Edge Fiberglass Single Door (I nswronutcwrg: X mnigurabon) 5 it, Therms-Tru Flber-Classic and Smooth -Star Nominal 8&939;0 &q.0tirrpact&q"ot Opaque 12131=22 No Yes Yes WA -roposte Edge Fiberglas. Single Door with Sdelibe(s) (InswngiOutswng. XO. OX-OXO cCn6gUfati-S) 6 fThenme-Tru Fiber-Cassc and Smooth -Star Nominal 88#39,08quotl npact8gwt Opaque 12t312022 No Yes Yes WA Composite Edge Fiberglass Double Door win or without Sk elltes (Inswing/Outswing; XX or OXXO configurations) 7 g Therrra-Tru Fiber -Classic and Smooth -Star Nominal 68#391.8&quctinpect9gwt, Glazed 12131r= No Ye. Yes NIA Composite Edge Fiberglass Single Door (1 nswng/Outswirlg: X mrdigurnbon) 8 h. Therma-Tru FlbenCMssle and Smooth -Star Nominal 6&039,8 &quot:Impact&gWt; Glazed 12131=22 No Yes Yes NIA Composts Edge Fiberglass Single Door with Sdel te(s) (Inswing/Cutawng, XO. OXor OXO configurations) 9 1 Therm-Tru fiber -Classic and Smooth -Star Nominal 68#39;8 &quotlmpac18quet Glazed 1213112022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelites 0nsw1ngiOutswing, XX or OXXO configurations) 10 1. Therm-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 8quot,;hpect&quot Glazed 12/31/2022 No Ye. Yes NIA Composite Edge Fiberglass Single Door (In-AnglOutswing; X configumflon) 11 x Therma-TN Fiber-Cassic and Smooth-Ster Nominal 89A39;0 &quoLlnpaet&quot, Glazed 12f31/2022 NO Yes Yes NIA Composite Edge Fiberglass Single Door with Sidalle(s) (Inswrigicut"ong', XQ, OXa OXO configwalicns) 12 1. Thermo-Tru Flben Classle and Smicom-Sat Nominal 8811 &quot;lnlpoct&glmt; Glazed 12131=2 No Yet; Yes WA Composite Edge Fiberglas Double Door win or without Sidelites Qrnswing/Outswing: )(or OXXO configurations) 13 In Therm-Tru Flber-Classic and Smooth -Star Nominal 6039;8 8,quotimpact8quot, Glazed Molded 12131=22 No Yes Yes NfA Open Composite Edge Fiberglass Single Door (1-wrgloutsvArg.. X on iguration) 14 n Themu-Tru Fiteer.Cn.sic and Sm om-Star Nominal 5&0398 &quotimpact&quot, Glazed Molded 12f31/2022 No Yes Yes WA Open Composite Edge Fiberglass Single Door vAth Glazed Molded Open Sidelite(s) (InswngfOutswirng, XO, OX orOXO configu rations) 15 o. Theme-Tru Flber-Clasic and Smooth -Star Nominal 681139;6 &quo(Irrpact&gwt; Glazed Molded 12f31/2022 No Yes Yes WA Open Composite Edge Fiberglass Double Door oath Or wgn.ut Glazed Mottled Open Sklelnes (I nswngfOutswng, XXWO)XO corlfiguralkera) 16 p, Themm-Tru Fiber-CIsic and Smooth -Star Nominal 6&#39;8 &quot;Impact&quot Opaque 12f31/2022 No Yes Yes WA Composite Edge Fiberglass Single Door with Molded Open Side ite(s) Bnswng/Outsmng. XO.. OX or OXO configurations) 17 q.Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&#3918&quotlmpact8quot, Opaque 12/31/2022 No Yes Yes NIA Composite Edge FiberglassDouble Door woo or without Glazed Molded Open Sideiites (InswrVOutawrV XX or OXXO configurations) Florida Department of Business & Professional Regulation Buildi ng Codes and Standards Product Approval Application Detail Par 1 of 1 /,=21 ESEfl . ErctN or - r2ffiE CIS Dffie Prod- Jan TAM Version Manufacturer Dglt®r,,t �I�Iaer a Dse cen Vallmed by VSutbrinittfil PSC AmrovM Aparoved status R..Van 2020 PGTlndrstrie, Jens R-ski M-d-Dada SCCO-CER Miemi-Dad. 8CCO-VAL 11/1912020 102%720 112Vn20 Apprwad Category: Eztedor Doors fill 486-0100 (786) 3/5-2590 subcategory: Slidng Exwor Door Assembles Iroeawskl�pgiMusmee.c Compliance Method: Ce'"lo.b. Merle or Lisdng om f URMA33PLadi s Ouailty AssvMsce Amrweld for Use Approved fa Use Imoxt Desion 11112 Produol Mom. Numbers woo, Product 11twrlabon en HVHZ OL921C HVKZ Rehilengt )�wre 9 9G0.5570(utg. Miss% Impad) Vinyl Sliding Glass Door GV14/2021 Yes Y., Yas NJA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING The rmaTru Fiber -Classic and Smooth -Star (NON-4MPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67,0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) F L20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38a7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33,5 psf 12/31/2023 Wayne -,Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60,0/-60,0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55,0 psf 2/16/2024 Pella Corporation Series 10120 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko (far Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9I2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc, DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Page d: Building Codes and Standards 2520z Product Approval Application Detall 2& Date Pentlino � . - I!� Venion Manufacturer Co Endlneer&License Validated av validated y4y¢IDjdeQ FSC Approval gig status Rewleion 2020 Therm-Tru Corporation Steve Jasperson Lyndon F. Schrrrdt, PE. Ryan J. King P.E. 072312020 07/12/2020 OW292020 10(1312020 Approved Catogory: Exterior Doors (600) 943-76M PE-43409 (813) 767-6555 SubCategory: Swinging Exterior Door Assemblies .)asperson®tharmt-eel, Compliance Moehred: Evaluation Report from a m Florida Registered! Archtect a a Licensed Florida FL1tlp470-R3 Professional Engineer Pteducts 6e a Product Model, Number or Name (1ualfNAssurence Aporotedfer Use Aoprovedfor Product Desenotirm Contract Exoiraeon Date in HVKZ Use Outaide HVHZ Impact Resistunt !nL Prisaill 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal Ull &quot:lmpact&quo. Opaque 12/31f2022 Yes Yes Yas WA Composite Edge Fiberglass Single Door (In-ng/Oubs ing; X configurit 2 b.Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#3g: 8&quoLlmpactilquo;Opaque 12131=2 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sdelte(s) (Imw" DOutswing: X0. OX or OXO cornguratons) 3 c Therm-Tru FberClasslc and Strnooth-Star Nominal 88#39;8 &quoLImpact&quot Opaque 12/31=22 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or vdmout Sadtes, (Irhswnglauttowng: XX or OXXO configurobons) 4 d. Therma•Tru Fiber -Classic and SmoothStar Nominal 884l&quotlmpad&quo; Opaque IZrJI/2022 Yes Yea Yea NIA Composite Edge Fiberglass Single Door (InsYmrglOutawing; X configuration) 5 erma eTh-Tru F,ber.Clasic and Srrooth-Star N.min.l 8&439; 0&quoklmp.d&quot Opaque 12t3lr= Vas Yes Yes WA Composite Edge Fiberglass Single Door with .oadelie(s) answng/Outswing. XO, OX of QXO configurations) 6 f Themna•Tru Fiber -Classic and Smooth Star Nominal 88rr39,08quotlmpad8quot Opaque 12I312022 Yea Yes Yea WA Composts Edge Fiberglass Double Door with or without Sidelites (Inewirg)Gutswing; XX or OXXO configurations) 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39,9 &gLx,0mpect&quot: Glazed 12t3lf2022 Yes Yes Yes NIA Composite Edge Fiberglass Stogie Door (InsNitg/Outswing; X configuration) 8 h. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:8 &quctlmpact&quot, Glazed 12131/2022 Yes Yea Yes WA Composite Edge Fiberglass Single Door with Sdelte(s) (InnawnglOutewng, XO, OX or OXO configurations) 9 iTherma-Tru Fiber-Clessicand Sngoth-Star Nominal 8&#39:8&quctlmpad&quot Glazed 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or Without Skelllee (InewingiOutsw i g; XX or OXXO configurations) 10 ) Therms-Tru Fiber-Cessc and Smooth -Star Nominal 8&#39,0 &qud;lmpact&quct Glazed 12/31 I= Yes Yes Yes WA Composts Edge Fiberglass Single Door (Inswing/Outmving; X configuration) 11 k.Therm-Tru Few-Claasic and SmootMStar Nominal 8&#39, 08quotlmpac2&quot; Glazed 12J31=2 Yes Yes Yes N7A Composite Edge Fiberglass Single Door WAth Sideite(s) (InawinWOualMng. XO, OX or OXO configurations) 12 I. Thermo-Tru Filar -Classic and Smooth -Star Nominal 84,439;0 Baud; Impact&quit Glazed 12131t2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Skdelites (lnsvwngrOuoom g, XX or OXXO configurations) 13 rn Therm-Tru Fier -Classic and Smooth -Star Nomm.I8&#39;8 &quoLlmpact&quo; Opaque 12f312022 Yes Yes Yes WA Compoate Edge Fiberglass Single Door with &quor,Non-Irrpact&quot Sidelits(s) (Inswing/Dutswing; XO, OX or OXO configurations) 14 nTherma-Tru Flber-Claesic and Smaoth.Stor Nominal6&#39;88qu0tlmpad&quot Opaque 12t312022 Yes Yea Yes WA Composite Edge Fiberglass Dou ble Door with &quot;Norrirroact&quot: Sotelites(I n9mrlg10utsw rag; OXXO configuration) 15 o.Therms-Tru Fiber-Clasic and Smooth -Star Nominal 8&#*D5gwtlmpact&qud Opaque 12/31/2022 Yes Yes Yea WA Composite Edge Fiberglas Single Door with RquotNbrri pad&quot Sidelila(s) (I nswng/Outswing; XO, OX or OXO configurations) 16 p. Therma-Tru Filler -Classic and Smooth -Star Nomin2l8&#3QD 8quotlmpect&quids Opaque 12f31/2022 Yes Yea Yes WA Composite Edge Fiberglass Double Dorn wth &quot;INon-ImpaG&quot, Seattle (lo"rigfOut-II; OXXO configuration) 17 q. Therma-Tru Fi her -Class. and Srinoth-Star N-ina 16&939,. 8&qud;Non-1 mpad&qu t, Opaque 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inswirg/Outswdng; X configuration) 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#3988quot Non-Impax;BquoC Opaque 12/3112022 Yes Yes No WA Composite Edge Fiberglass Single Door with SdeflitaW (InsvAnWOutevAng, XO, OX or OXO configurations) 19 it, Therm-Tru Fiber-Claesw and Smooth -Star Nominal 8&439;B&quot;Non-Impact8quot Opaque 12/312022 Yes Yes No WA Composite Edge Fiberglass Double Door will or wthod StWites (InswrgiOutsNing; XX or OXXO configuratons) 20 t Themla-Tru Fiber -Classic arid Smooth -Star Nominal 8&#39;0 &quot;Non-lmpact&quot Opaque 1WI12022 Yes Yes No WA Composite Edge Fiberglas Single Door (I nswrg/Out.-N; X configuration) 21 u. Therms u Fiber -Classic and Smooth -Star Nomm,18&#39:0 &qudd& :Non-Impaquct Opaque I W112022 Yes Yes No WA ComposrteEdge Fiberglass Single Door with Sdelte(s) (InswnnglOuts-mg: XO, OX or OXO cooflo"rafion.) 22 v. Therms-Tru Filer-Cassicand Smooth -Star Nominal 88AI39;0 &quotNon-Irrpad8quol; Opaque 121311= Yes Yes No WA Composite Edge Fiberglass Double Door with or w olllout Sidelites gnswing/Outswing. XX or OXXO configurations) 23 w. Therm-Tnl Fibar-Clessic and Smooth -Star Nominal f1&039;8 &quotNon-Impad&quok Glazed 12/3Tf= Yas Yes No WA Composite Edge Fiberglass Single Door (I nswtrgl0utswelg Xconfiguration) 24 x-Therms-Tru Fiber -Classic and Sinodh-Star Nominal 68 V,8 &quothlon-ImpadBquoL Glazed 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sdelte(s) QnswinglOutswng; XO.. OX a OXO configurations) 25 y.Therm-Tru Fiber -Classic and SmoothSdr Nominal 8&#39;8&quot,Non-Imp2d&quot Glued 12/312022 Yea Yes No N/A Composite Edge Fiberglass Double Door with or Without Sidelltes (Inswing/OutwAng; XX or OXXO configurations) 26 z. ThemM-Tru Fiber-ClaWc and Smooth-Sbar Nominal 8&e39:0&quoCNon- Inpad&quOr, Glued 1213l r= Yes Yes No NIA Composite Edge Fiberglass Single Door (Inewng/Outswing; X configuration) 27 zie. Therma-Tru Fleur -Classic and Smooth -Star Nominal 88#39:0 8quot.Non-Irnpad8quot Glazed 12/31IM22 Yes Yes No WA Composite Edge Fiberglas Single Door with Side0el (Insw ng/Outswng: XO, OX or OXO configurations) 28 zb. Therms-Tru Flber-Classic and Saxwth-Star Nominal e&#39:0 &quotlNxm-Impad&quot Glazed 12131/2022 Yes Yes No NIA Compostte Edge Fiberglass Double Ooor Win or without Sidelites (InswingfOrrbowing; XX or OXXO configurations) Florida Department of Business & Professional Regulation Pap 102 Building Codes and Standards 1"21 Product Approval Application Detail . code entev or . ... DLit 291 Date Pending DU TAM version "-raftcortedEndtmw&ucross vaadaed Is, Validated rsularrIGffi FSC..mravai Agggyad $tatIp. Re son 2020 MI Windows and Doss Brem-atrnger Luis Roberto Lamas Steven al. Unch. PE 10,06,2020 1wenozo 10/1e2020 12n5m20 rpproued CMegary: Exterior Doors 1717) 305-3300 PE -MI 4 1717) 31T-8454 Subcategory: -along Exterior Door Assemblies bidlingeromiwdsom compliance Mehod Eviluallm Room tom a Flab. Ragshred Architect a e Licensed Mordle FUIPISS32.1111 Prateirrone Engineer Product; 1.1af Protluct Mom. taanb;r o Name 4iyazRy Amraroe Product Descrlollon Clxeact lmtelldh Daze AwroM for Us. Appr.ved In HVMZ outside for Use HVHZ Ite..agl goaktalt 01slar1 pressure 1 SERIE3420 ALUMINUM SGO SERIES 420 ALUMINUM SOD OXO 1ZGI/2024 No Yes No NJA 145-"Atiquo0t6osquol; NON -REINFORCED 2 SERIES 420ALUMINUM BOO SERIES 420ALUMINUM SOD OX. XO.XX 12rS12024 No Yes No N/A 96&y,d;x8a&quot NON -REINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED DXO 12r312024 No Yes No NIA 1asv4agea�-,saga": 4 SERIES 420ALUMINUM$GO REINFORCED SERIES 420ALUMINUM SOD REINFORCED OX- 1MM024 No Yes No NIA X0. XX 9%qua;x96&quota 5 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALU MINUMSGDREINFORCEDXXX 12/312024 No Y. No NfA 14WA-1.a96ag,d. Florida Department of Business & Professional Regulation Pagr1 a Building Codes and Standards Ira= Product Approval Application Detail gig!$ ...., - Entalre or 3LTtl D7ls Date Pn®no 211i! .. T,(ge Version Manuraeturer Contact Enamor& Deeri yabMed en Validated SubmitaKi FSC Amroval ApwovW Slaws Re son 2020 ys soor Wacan., a diN ion of Overhead D Dwayne Komi John E Scates Jeffrey P Arneson , P E 1 DI12020 09129020 10I23r2020 12/15/2020 Approved Corporation (33D)763-6121 PE-51T37 (904)821-5200 Category. Exterior Doors dkomish@wayna-daam.c S.ICatieeir. Sectional Exiarcr Door A-4,1i. om Compliahaa Mei Evaluation Report from a Floods Registered Architect or a Licensed Florida Professional Engineer FL#s24s-1120 Products OuNev Asa,rnce Acarawed for Use AmrovM for that knew gesign seas Product Mom. Muaanx or Name Product Description c2=11 a 1011 pat N it,VXz Waal ResistantResistantI>reaure 3 80DMlDOM200#1105 SLOW Meat widkh. 14&#39. Max height. Glazing 12f31f1023 No Yes Yes at 00L35.DO evellabl. In top or Intemxdlne'cotton 10 80D0i81D01f1XQ#1123 168,11139; Max width. 148439; Max hoot. Glazing 12r312023 No Yea Yas +30,00/-33,50 ev IWW In top or W,nmodlete section. 11 80W1810016200#1124 15&#39M..*h. 101i Max helghl. Gluing 12J12023 No Yes Yes +3440F36.30 e RON. In top or nuso-dietesection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page l all 115rml _.. _ . 496 Entity or D91! _ 1�1i Die Pwr9na Main Version Manulacturar conteat Enarba&LM:arsa Varrdated by Y.aACtga& submitted FSC Acah l Areal Revision 2020 Corr es Division of AADG Inc. Tom Raney UL LLC Troy Bishop. P-E, 12JIOM20 12/012020 1221f2020 Approved Category: Exteder Doors (6411494-2013 1954)947-0880 subcategory: Emarlor DoorCanponents orn.ralteye.sal bi.co Centralia- Method CaUfication Mara Listing m FUM1337.Ra Protium Quality Assurance Aporowdro Use Approved Tor Use �pagt �) AMA Prorlhc4Mai.IAmba awoo. in HVKZ Outside HVHZ Resistant Pt -no 1 �T, T4T. 757. "T end 847 Single end Penn d Flue,, Glued. end Louvered th9le and pairs of 12J312025 Yes Yes Yes WA Doors hdlow motel doors. Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1512021 Product Approval Application Detail Cod. . • 6WN or Data Die Dar. Pndrna Del. jagdVanaw Manufacturer Cooled Ennbeer & License validated erryalicbm rSultandift.01 FOC Ammwel rA.-till Status R,MSIon 2020 MI Windows and Doors &oat 8lllrper Amadcen Architecture Steven M, Urdh. PE Ifit 72D20 11/172020 ll2712020 Approved Cazegory: Wildovls t717)365-3300 Menufecturos Associsti- (717)317-8454 Subcategory-. Single Hung bsMngeram:d.com Compllme Method; Cerdtesh. Mad or Using dualav Aswrence Awed for use A -raved for Use know pastor, liegdn PfOdUct Model Nusaba or Name PfgdlCt pescnodon Corsrael Emlrazlon Date In HVHZ outside HVHZ Resistant Pressure 2 185 SH 52x72 Fin/FTNhge From. IGSG Single Hung 1011H 2023 No Yea No •60140 Lmreh.t.d Glass -F-a Q� W � C0 O � U Q Q 0 C= CU O O O t+5_ O W O L.L- �`Qsv�� L ^ �� (n -0 ._ 2 CU W Q Z Z W J Y N _ n N to . N � t� O a o Q V fa. fry _ � N C !C NC 4D CL. r/f a cc furs y Q cc Zoe ere t� E _ N �L i01cc pat Q) U) W lC = E O O a cn E CIO O > CL O CL L� U O W CO U m `- 1 O LM LLI W Z Q J CL SHEET NO. PA 1.0. .II I _-I I , __ I I - - I ___ __ - - __ I - I II I 11, , I - .1-11 If I I 11 I - I I - I I- --I - I __ - - I I I __ - - _L - - I __ 11 p I I I - I , - I I I - - - Ill -6-0 (L) 0 ) = I - CU CD -4- Florida Department of Business & Professional Regulation pages ag Florida Department of Business & Professional Regulation P.01 oil Florida Department of Business & Professional Regulation page 1 off Florida Department of Business & Professional Regulation Pepsi a2 -0 > 0 Building Codes and Standards U2612022 Building Codes arid Standards IG2021 Bulkling Codes arid Standards 1=21 Building Codes and Standards 1 rro2i = =3 2 2 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail C:�_ = 0 r _W I �_._ i " 21�. �. � � " , 1. - . I - - - �. .� � :�_ I- I . I � 1. I . ­ . �_ '' : __ I 1. . I " __ a) 0 CD 0- 1w_ -_ - - L --- _ � � I I - -, I I I- 7j __ 1. _­ - .- - I � .. - � .. I .- I ',_r 1- ­­. . � � - I- - ' � . . - �� �' � 1. - ­_ - - - -, :' - - � - - I � � . I 11 -, " - I _; - � ,� , . 11 I I � I � -- - - . 9 ''I I _-�_ . I � I .11.111", �� � - I I 2M I .; Enittly air I . 2Ak . ­ 21k . Data Pending � 292 ISOM � � � - - �' -.1 - ,� I I �_ - �� I ' � I I ­ I I I - � � � � 11 - . , I __ - 11 I ­ I - . I - �. - I 11 � I � 1. � . - - -1, � . . I I . - � - i"'" I I I �' � I - _ - � -, _- - %__ -_ I I - . - � I � ­ I I � - - __ :_ - I I I . - , I_ ,� - '' I - � , � . I 1. I I - 1. I . � �_ - I � r � I - '. -1 _. � . �­ : - I , : -,-- . 110"M I . . , I I �' - � I I . � . . I I - � - - I I ­ - � � . I . I - , '�_ - I - I I = C5 ­0 O- . I= Version manufacturer Carried Enaineer&Liwnse YA119112M Validated Submitted FBC Approval Approved Status 5112& Enlist or 29A 21, Date Perafria R& ;292 Entler or "I 211A one hndw I &A CS& M121 Version 29t =I Due Pereding am V.§".d Submitted FacIsconval Approved MA, . .6-0 a) a) Revision 2C20 Therme-TruCorpanabon Ste- Jaen- Lyndon F Schmidt, P E Ryan J. King, P, G 101DWXY21 09118=21 1011 3=1 1211512021 Approved Mtge Version 1111"UrKturor Uc#n" Validated By Validated aubmitted FlICAcbrovall ADDrovol flaw Miss version Vessel sullifinnied I'SCA-ragal Andrsvied SIWL ED 0 - 0) -t::: Category: aterair Door* (800) 843-7628 PF-43409 (813) 767-65SS Animator 2029 PG"Indusirfeis Jan. Phreewald W.rrdd-D. SCCO-CER Mi.mi-D.d.BCCO-VAL 1110512020 liPSIM20 11111020 Approved RWIsI 2020 MI Kindower and opens; Brent3lignifer Amedcish Arch fecund Seven M Urich. PE IGOUB12020 lomano2l) latlaw2o Approved R-lon 2020 Pill Vend-rd Does. CaRlegoric. Windows Bratt3flinger Ammijoun Architectural S-n M Won, PE 1717) 391-3200 M.I.IsId.- Association 1717) 317-8454 11/22/2020 11122120M iiaamm Appr-d SubCabl SWngi ng afibeirior Door Aaserrintelias ejaspersori@thermatru,co Category: Wrid-, (941) 486-01 OD (786) W5.2590 Ca legong Windows (717b 363.330a Manufacturers Association (717) 317.8454 "Calfilgori, Fried bsMhg.,Qm*d-- Compliance Method: Evaluation Repoittroma In Subcategory: Sngm Hung C.nWtl--MdhW:C.r]i�.fi- Me* InnowsKQpOndussims.c eve Subcategory: Horizontal Slow Complaints Method: Clarillicallon Mark or Listing losittilig.romand- C-ahm pliMethod CallificatMarka.r, rk ListingCD -0 0 I 'D Florida Registered Architect or a Licensed Florida cruising O = . -0 = Professional Engineer Is"Ampt FU015351-RIPristuch, FLOISU"14 Product, 2 - a) F1.111204611,117 Products Use far List Eisele, 2LHLMAMLLMU A-,,d for Us, aulandlgLLIM know 229M QualityAssurancis Approvedfarthie isporevedforUse Insmad Deakin 11111 PcOixi Moft NLcMK or Nam Qualls, &,a- Product Qft"p[ml Approved 1, U, Approved far Use Ifireascl Disicirl I HIAZ Outside Hym Registers Preesurg III Wrall guilty Assunfis:4 U20 Approved for Approved I, HVMZ Outside sl Impact Registers Is-, 212al Product Mods. Number or HIM Product Description 1.1 HVHZ Nuili wm Resistant Pressure C O LL Soda Product Modest. Number or Name Product Description Combract Expiration QW2 in HVHZ alaude HVl1Z Resistant Pressure 2 GHSW, L.'s. Ms.. sno..) Wyl ,q.gt. Hung W,4-, 07r302025 yes Yes Y. WA I HSIN Pat and Fl.rWF- 73.62 Insualad Glass 02(IS2024 No Y. No .5&_55 1 las PW ", 72 Insulated Glass 04/05/2023 No Y. No .601-60 = . ICU 4­0 - I.,- M I a Therme-Tru Fiber-Classsic and Smocth-Star Nominalftnr3e�S Squot;Non-Impact8quot Opaque 1213112022 O�miposrtnr Edge Fiberglass Single Dom No YesNo N/A o CU 0 > Xcionfiguration) Ln -0 (In"ngfiDutswrig. - E 2 2 b Therima-Tru Fiber -Classic and Smooth -Star Naminal 6&#3" &quot Nondmpaclikquat; Opaque 12J3112022 Composite Edge Fiberglass Single Dom withCI) No Yes No NIA (D L_ a) SidefWs) OnsyAnglOublevving; XO, OX or OXO .4-' C:) (Mj) 2 - -fig.rati.n.) 6&939;8 Opaque 1213112022 N. yes No NIA !E -I.- (D- 3 a Thernins.Tru Fber.Clasaio and Smooth -Star Nominal &quotNmi-Impac1S,quol% Fiberglass Composite Edge Double DWI Wth or Is - = U) < without Sidslites (InswitiglOutlavviis. XXor OXXO -0 . - acrifiguntifions) 4 d, Therma-Tru Fiber -Classic and Strocith-Star Nominal 7&#3" 8qvc%bNmi-lma"&quat Opaque 1231f2022 No Yes No N/A Composite Edge Fiberglass Single Door (newrig/OutsWrig, X configuration) 5 a Therma-Tru Fliber-Clagesic and Smooth -Starr Nominal 7&0390&quot;Non-lmpaa1&quct, opaque 1 D3112022 No Y_ N. NIA Composite Edge Fiberglass Single Dom with SclelitKs) ansvAnglOutswrig. XO. OX a OXO abrifig.rabon.) 0 6 f Therma-Tru Fiber -Classic aid Smooth -Star Nominal 8&#38;0 &quot;Non­ImpSct&quot Opaque 12131 t2O22 NO yes No NIA Florida Department of Business & Professional Regulation Pagel &I Florida Department of Business & Professional Regulation page i of I Florida Department of Business & Professional Regulation Pass I .(I Composite Edge Fiberglass Single Door Building Codes and Standards IMJM21 Building Codas and Sta riclords IV= Building Codes and Standards 16-2021 (In-nglOutsving, Kcarifigumithon) 7 g. Thermo-Trii Fiber -Classic and Smooth -Stir Nominal 8M39.0&quot;Non-Im;P;ct6quot: Opaque 12)Slr= Coniposits, Edge Fiberglass Single Door with No Y_ No N/A Pro -duct Approval Appilcation Detail Product Approval Application Detail Product Approval Application Detail Sidelite(s) 0 nsvvingtOutavving, XO. OX or OXO . . I I ­ . . �' � � - - - � I I � __ � . ., I . � � -, I . . � I I � - - � . �'_ -1 I I � I I - � . - , , , , , - __ � - - , , , i : " - -1 - I I - - I I I _. � - -1 . " I . I - i 1. I . ,� � � : - . 1. . -_ - 11 I I -- �_ . I I . :�� I .. I I . - ­ - I .1. - I �, - � - - I � . I I I I . . - I configuratims) 8 h Thfintris-7. Rbssr-Claas� and Smooth Star Nominal 8&#3,Q;O &quot,Non-I mipaosquot Opaque 12f3I r= No yes. No NiA __ I . I � I - - . I � � - . � :: . . . � � , . � � � i . ­` - -, I - . � �, -1 I I I I � I � � I � - I I _ � I 1:11111111111111101ill . � . , - . , - - _� �" -, _:.. � , �_' , I � - ;. - j- � I ­ 11 I - , � � I I - I - � " . - - I �' f, � _. - � . ,� I I - � �' . .- I ­ I - � - . I . - . . - � I I - ' I I I I �_ :_ - . --- - I -_�' , - - . . , --- 11 ,� , , -, , . 1. ­ � , -_ - , - ": � � . �: '' - - I _:, - I r. 11 : , :� , , I , . � � I I "-.. I" I I I . 1, . - . - .- - 1. I . I I I I � - 1 I I . � � I . ­ - . Composite Edge Fiberglass, Double Dom, With of Qk Slight or 21" all Data P-9- 2" Entilt, ar Qla 29a Data P,A- Ru am Entrin, ar 2" 2" Cato Psandi EM 4 Without Sidefiries (Ila,MMjV0utsvvAg XX or OXXO 11M V"- *,,f,l,r� cooled End- & 1J- Validated By Validated Submitted F13C Approval Approved mAlut 'QQA I= V-- Mainuffirtuns, conted Engineer & Leans, Validated By Validated Submitted FSO Approval Approved ailLUL AA Version Manufacturer Cabinet - � - - valiuK BY Validated Submitted FBC Awroviii Approved 21111 9 i. Therri Fiber -Classic and Smooth -Star configurations) Nominal 6&#39.8&quot:Non.Impact8quot, Glazed 1213112022 Nk, yes No NIA Affirmation 2D20 PrT Industries Jan. R....&I Warri-Dsdo 8CCO - C5R eviami-pads OCCO - VAL 11106IM4 lilosmn 11MI12020 Approved R­iw 2020 PAI Wndaw. and Door. Brant Subtlest Luis Q Lomas, PE Steven M. Lkich F6 10/06=20 1O/00/2020 lW1912020 I?JI512()20 AW-.d Affirrestion 2020 PGT;Inushres .lens R-M Omnil-Dide acco - CER Mlarni-Dade 6CC0 - VAL 11105r2DX 111052020 I Ili 1/2020 Approved Composite Edge Fiberglaea Sing W Door Catsigatir. Wind- (941)486-0100 (786) 3i5-2590 camoorr. Windows (717) 365-3300 PE-62514 (717) 317-8454 CIdegmin votoo- (941)480-0100 (786) 3i5-2590 (Irefivoriglout-ing, XcarrifIg.'atiOn) S.bCateenrin Fired yosawskimpgond'sures c Sub""a"Y' Li a b,rfhg*RGnn.d-c- Subcategory-. M.#I.s 1=00116111199tindustines c 10 j. Therms-Tru Fiber-Cessicard Smooth -Star Nominal NJM�8 9quc1%Non-InPgsct&quot Glazed 12131/2022 No Yes No NJA compflarosillathaef! Ce,til.bon Lurk ar Elating " complanov alletho'-p. :valsuirbah Report it. a Compliance Mdhod' Cartifleellevi M2� or using an Composite Edge I'llsearglaseSingle DoorosIthi Florida Registered Anchit.ctor. Licensed Florida Sidelfte(s) (I minningtOutsvving; KC. OX a OXO F1.0243,11l Prodrcra Prdaesiond Engnaer FLAM413Roducta amiligurallons) Gansit, A,- Abstained for Use Ano-aad tor thes Use li k Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#39.8 Ilquothion-Impact&quat Glazed 12t31/2022 No yes No NIA ougail pasion FL11,16M.U1115 Products Gkagftv A- A-,nW Par U, Addressed far hinplict passion Z Composite Edge Fiberglass Double Dom oath or it" Product M,d,L Number or NameProduct D-1.6- Coned aspiration DAL in HWZ outside R-Lea-4 Preausure it" Product Model. Number or Name Product Dwripooli Contract IDIPirallo'll cap In HVPIZ Outside H goowwt Pressure vvill Sidelites (I nievvinglOutenving. XX or OXXO 5 PW-5520 fL.,g. ivi.,41a Impact) %Ans4 Fvmd 'PAnd.. 04MI2623 yes; Yes Y_ NIA I Assartinfiedfor use Anorovelfartles dided Gain. I Will tw AjI came an of Windows Aluminum W.6- 05126,2026 Yes Yes Y. MA 12 L Therms-Tru Fiber -Classic and Smonth-Star configurations) Nominal 7&#39;0&quot;Non­Impsscl8qukst Glazed 1213112022 No yes No N/A iul 2 f�tuct Nodal. Number or harms Product Description Cojnlrbj��Jjfiia Vertical Aunts- mulk. IrkVKZ outside No HVHZ Y. assistant Yes P,-, N/A Composite Edge Fbeqlass Single Door (Insswing"Cut-ung; X -figuration) 13 m Theame-T. F,b-Clas- and Simach-Slia, Nominal 7&A39,09q..t,Nm,­Imp.d8q..t, Owed 12131I= No Yes No NIA - Edge FiberglassFiberglassSingle Door with Composite Sidelra(.) 0 rmwirvo.tawmg' X0. Ox or OX0 configurations) 14 n Thermo-Tru Fiber-Chassic and Smooth -Star Nominal a&*M:O 9quotNon-I ripactIquot. Glazed 1 M1 12022 N. Vas No NJA Z Composts Edge Fiberglass Single Door (InsvfingfOutswing; X configuration) 15 . Therms-Tru Fiber -Classic and Smooth -Star Nornsial 8&#U:0&quorNDn­Impae%quot, Glued 12131t2022 No yes No N/A Composite Edge Fiberglass Sing I@ Door wits Sidefine(s) (I n-rigifOlAswing: XO, OX or OXO Florida Department of Business & Professional Regulaton Par 1 V I Florida Department of Business & Professional Regulation Page 2 of 2 Florida Department of Business & Professional Regulation Pw'. I .I 2 16 p, Therms-Tru Fiber -Classic and Smooth -Star configurations) Nominal 8&#39;08quot;Nms.ImfPeCt&quct; Glued IM112022 No Yes No NJA Building Codas and Sta retards ins'2021 Building Codes and Standards 1002021 Bui Idi ng Codes and Standards 101210:21 Composite Edge Fiberglass, Double Door With of vill Sidelines (InamrIg/Outsvong: M or OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) 17 q. Therme-Tru Filpor-Ciawk, and Smaoth-Star Nominal 0&#39.B&quotNon­lmpaid&quol Opaque 12131 =2 N. Yea No N/A . . I � - 1�� �' I . 1 � - - I - . I I - 1: I � - - � . � I - �, I - � I , �I - � � , I - �. . I - , . I - I 111111 J341111 A� � ' .� Ir- � �� - -, - - :- -: : - - - � ` �� - � - : �' A : 4::i'. � .� I I I �, � , . I � , � � - -- , -,-'' 4- '_- ­_'_ ,_ � - � -� - - � ­� I'- , '�'.� � .1 _� 11 - � . I , - - 11 � ; � - - � - " , _� � I ­ I : ,- - . � � I . - . . . I � -1: . ­ �� 1. - ` - - , . _. _� , " ,_ " - - _ , v _ � �-. ��- , I - - I 11101111111" , I � - � _'o_I I - - � -, �. I , _ , I - �'. I , Composite Edge Fiberglasse Single Dom vita Transiont(InswrigJOutswrig, DIX configuration) � I - � - I I , I - - I - - � 1. _� , � - . - . - I I - ,. I 11 . I - I I - I I . .1 ,� I I- - ­ - ,� � - I- � . - - � . �'�� I ­ � I - I ­ - � - � : - - I , _� - �­.' , , � . - - E. - : I - . -_ -"- � � -11 " , . -, - - -- 11 - I I - . :.� I : I � _:: Z I .1 � ­ . � I - - - �r � I - . I - I ,- - I - is r, ThermaJru Fiber-CLageso and Smobith-Star Norri 8&#39;8&qootNoh­Imp;oi%quot, Opaque 121310022 No yes No NA 9kh Inthir a MA 291 coo hindiso Pat �Aft enift or 2a 2KI Igatis Pending 20 am Enfilit or oat, Ronald 211 2al 2" Composite Edge Fiberglass Single Door Mh Must versus, filarpurfactumer canded End-& Losens, Validated By VA",d sallmnled FBG Accingigo A ... sed aid, Itlat van,[- Alle-fact.l. Contact End,- A LA,- Validated By visidinged submitted FBC AwroyM A ... v,d last- MM Vernon Manufacturer contact Elialubseltucsoss, Validated am Validated 3L&nkted F5Q Approval Approved status Sidfildo(.) and Trans.. (1-9fiOut-ing. QlXO. O/OX or OlOX0 ewrflg�ratlars) Revision 2020 James Hargis, Wildrii products. Inc. Chad Derck. V. Andrew Ton John Southard, P.E. 0IM512021 12114r=l) 01/0&2021 ding FBC Apan R-- 2020 Aside Nick Thompson Lyndon F. Schnuck. P.E.Ryon J lung. PE D7ji 112021 0215=21 o2r;?M071 WW2a2l Approved RwsW 2020 GAF Mien s.$ Stan Robert N.-mn John W. Knezervich. PE 094262D20 09212020 I0AD22020 12t1&2020 Approved 19 a. Therma4ru Fiber -Classic and Grimmiti-Star Nominal 68,0030.88quot.Non-ImpaotfIquot; Opaque 1 213112022 No Yes No NIA Category: Panel Walls i909) 545-8359 PE-61862 (362) 317-2528 cat"My! Panel Wails (3,10) g22-2389 Pi (1113) 701.6556 C.t.g.,Y; Repine (800) 706 34111 PE-59166 (954) 772-8224 Composite Edge Fiberglass Single Dom with "Category: Siding chmd de,clusgunwahard subcategory; Soffit, rithorripsovillialvd. oom SubCahipdry: AsMeltShitigies nistictughnal"com nj Sickilite(s) (1-AnglO.t.vang, XO. OX or OXO Compliance Method Evisuabon Report tom a ..con Compliance, Method: Fvaluishch Report from a Compliance tAdhw: Evalualicri Report from a Continuous Head arid Sill configurations) Flavids Registered ArChnect me Licensed Florida Floddis Riflild.mdAnrhitect me U-sed Florida Fiords RegistemdArchitect or a Licensed Florida 20 t, Thermas Trui Fiber-Guisee and Smooth-Sbar Nominal 89039,,0 &quct,No"4mlpsc1&quot: Opaque 1231f2022 No yes, No N/A Professional Fniginser Professional Engineer Professional Engineer Composite Edge Pilaorglaps, Single Door with FLINUIZiAn Pinwhict, Sideline(s) (lnswrilif0uhrivrig. X0. OX a ()XO F L*I 3192d" Pr,d,d, FLA1527Z4UPtaiducts Continuous Head and Sill configumbomi) QuainvAssuranci Averoyedfortisis AcwQvvd for lit ,pact C-11, A,- Approved WV, A-voil far Use kD= Riliga Quaft Assurance Ancrovird ter Uss AparcyodforUse kmw- Damon 21 L, Therma-Tru Flber-02asic and Smooth Star Nominal SUB" 3quotAon-ImpactlKiquat ' Glued 12J3112022 No yes. No NIA it" Product Model. familiar or Name ploduct D"Utdo Contract Expiration Date Ili HVHZ outside HVNZ R*Sblmx t�rioure Sao 4 ov.duet M.dlii, "umbar or Me- Product Disisclipt1w Centrals Rise on Cat. 1. HVNZ Outside Resistant P.-rq Aw Racked Model. Number or MM Product Drise-rittion Contract asigirfifirn Dam in HVHZ O,t,ld, HVHZ RISWaFt PMMM Composite Edge Fiberglass Single Door With Sidelli 0 nsWnglOut.Wng XO, OX or OXO I Cerrp4rk Lee Suhno lib -mart iipuing IM1112023 Y. Yes WA N/A I a &Quo(2T&quat Sam vent or *did V" Sam 12/3112023 No Yes NO N/A I GAF Aspheaft Roof Shingles Fiberglass minforced 34ati.namnsted. 5-mb and 1211161202? No Yes MIA N/A 1, Continuous Head and &If configurations) 2 Hard,Plank Lip Siding lber-mart rep along i2YJ12023 Y. Y. WA WA 2 b 11,0u.tAimmo, 1-460.0 Saint Vent. Bond VVY] Sam 12MI2023 No Yes No WA hipftclue asphaft shingles I 22 v The-Jru Filher-Ca,ssi. and Smacith-Star Nominal 8&#39:0 &quo0on-Impact8cloot, Glazed IWV2022 No YesNa NIA 3 t &qud:GreftbdarwntagOB"d.d&ng:SOM VSold VM'A SSoya12131r2023 I or No Yes No NIA \.. - Composite Edge Fiberg low Single Door with 4 d 11,quot:051lzmal; Sent Vent or ScildlArryl Gone 121312023 No Yes No NIA I Scalte(s) (I nisvAngtOulavvIng; XO, OX or OXO 5 . &quat,Charka O.k&q.W; S.111t Vent - Solid Vinyl Sdt 1N312023 No Yes No NIA M , Continuous Head and Sill configurations) 8 f kumsum Spfinikquot; Soffit Vent or Sclid Vinyl ScRit 12M,2023 No Yes No NIA " __ 23 yl Thernma-Tru Fiber-Classi and Smooth -Stec Nominal 6"30,8 8quotNon-Impactiliquot Opaque 121311= No yes, No WA 4= = Composts Edge Fiberglass Door Panels with Vented " 0 o= sid.lits(ii) 0a.riglo.brivinat XX, >M - xxxx _= 24 x Therma-Tru Filbef-Classic and Smooth -Star configumbons) Nominal sM3%),,O 9quotN,m-Impacl9quot, Opaque 12131t2022 No yes No NJA U1111 W 42- > ILAJ Pnted Compoetdge Fiberglass Doanellsvoith Ve E " 2 _= Sidelite(ss)0(X of X)O0( ) (I nsvorplOutiswing. )O(m = ,ate., 'Z' C.- C= 25 y. Themrs-7hu I'll-Ca"Icand Smooth -star con6gumb.n.) Nominal 684M:8 &quobNdn-Irrqaad&quot, Glazed 12f3l/2022 No Yea No NJA 0Z 6 = in. cc coCV Composite Edge Fiberglass Door Panels Win Vented sal -0 co ;a< Sidelite(s) (InevvingfOutswing: XXXXXpr)OO)( Florida Department of Business & Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation Page I ill Florida Department of Business & Professional Regulation page 1 Of 1 z: _; c, U- cj_ ocinfigurations) Building Codes and Standards IDS-2021 Building Codes and Standards I a"021 Building Codes and Standards 102021 n . L "t = - 26 z, Ther-Tru Flier -Classic and Smooth -Star Nominal SM39 0 &q.ot Non-Inipsesquot Glued 1213112M No yes No NIA V� ,, C14 = CompositsEdge FitheIgtaw Door Panel& with Vented in " = M Sidellbe(s) (InsoAng/Outswing. XX XXX Or XXXX Product Approval Appilc ation Detail Product Approval Application Detail Product Approval Application Detail -CX - C'j - con%uTatons) 0)W , -�- - ---I ---� I f �-1 �: � , I - ' _ - , '1, - � - � - - - -II I . - � - I� I�I-I I �--� I -- . I '... I . -- I -TuFibr-Cth-Star Na] 63.8&utronmo&q�otGlazed l23l/2 No yes b NIA zit Thelmar 327 W sFiber Compe Ede Fibgasngle th38i adelite(s)0nswrgOutsvvg: XO. OXoOXO -. 226 '. - � 11 �'I . � _ _ �_ _,__ Emkvo : -1. � ucd. on, Pending Da, ;.20 .I . _ - - -- ", �� - . . - I - - _: - 1. artlya .1I . - � gal 2ul Doe penng �Z - 2" � I wifta� a 1 I I �.. I . fnyg " - - gal 2" Cars Pending to - =c - r= = (D c3l = .,x 28 zb Tinerms-Tru Fiber -Classic and Smocim-Star cnfguratons) Nominal WX3oS&quot,Nan-lmpact&q.ot Glued 122112022 No Yes No NIA -TXN Vm- M-fect.- cmitslet E,,I,,& License Validated It, Viddated Submitted FBC Approve Apsadvild a" M= Version sigratfachmer Contact End- A Llama Validated •Me Validated Subvildned FBC Approval Approved 2" TIEPA Version PAmnufacturw carded Onalinwer A 1.1- vaildrated By Validated Submitted FBC Apprayat Aispro-d 81.1- I= 0 3C M Composite Edge Fiberglass Double Dom welt R.,Isson 2020 TAMKO BuRdIng P,radlels LLC Kern Ed. Report Niensinen John W. Knue'llch, PE IW412020 091292020 50A22020 12P15W20 Approved R.wslon 2020 L V. Thompson. Inc, Me Thompson Architectural Tory Christman Zachary R. Priest Steven M union. PE 0911 7r2020 owi82020 o9j222a20 12t152020 App-d Re Asian 2020 Floioa Matts Products Inc. Clark Jones James L Bucket, P E.0 Siv,en M Ufth PE ow"12020 ag/25=20 10,04/2020 12116'2920 Approved -r' X 1- CD = 303S.0 S,clefitiss 0 n5wrigrOurtevmg: O)= Catetiort: Roofing -6844 PE-52186 -6224 (417)624 (04) T72 Metals Compary CTAMCO� �913) 248 .3456 PE-74021 i'17)317-8454 Cati,ill simsing 1904) 783�84(70 CSUCK Rign-ring (717) 317_8454 I = .a, - U ClIs carrifturation) SmiCamatirr. Unden.symarl, kerd-Wan@firre. pirin Cifiegi R-cho; larlyQUorretilroofing.com SubCaNtionin pooling Accessories that am an darkilififinne.- P&31242 -= :1 = = 29 zc. Thames-T,u Fiber-Clialfils. and Smooth -St., Nominal WP390 &quobNon-1rnp%ct&quot, Glazed 1 M112= Composite Edge Fiberglass Single Door with 38039: 0 No Yam No NJA CwVllanm Mediodt Evaluation Report torn a Subcategory- Facing Accessories that we so Integral P.'t.fem Rooffingayst.. . - w !! ::-, =- d= 9delite(s) (InsvvinglOusi,fireg; XO, OX a OXO Morkla Raginnered ArchRowt or a Licensed Florda Integral Part tithe Rooting System Compliaince Method; Evolumilon Report ft= a = J2 us CL. ooril'gurabons) P,.N.-.9 Engine. Compliance Matlock Evalusten Report it= a MmkilaRegi moNchitsid-LicensedFlonda Fiords RagisteredArcliftnector a Licensed Fiords pnof-larial Engineer = r= 30 zd Therma-Tru Fiber-Classicand Smooth -Star Nominal 8&#3I)o9quot:Non­Jmpsk%&quot, Glazed 121B1 r= NJ. yes No NIA FL02328491 Products Professional Engineer 10 C) Composite Edge Rberginnes, Double Door vath FLM52"2 Products 0- 4.) 3&#39 0 Sidelities (Inconng)Outawng. OXXO Quality Afistimerses AssfirlovIedforUse Approved for Use Imped De.l., fUMMM2Pr,dud, - corfig6ration) AMA Product Me". Number ar Name pjochect practices, cWlefint Expiration pass, in-HYM Out" Klm Resistant "-. Quality Assurance Amend for Uses Approved for Use WWI 229M . 10 31 z., Th.--T,. Fiber -Classic and Smooth -St., Norninal 7=9.0 &qu.t;Nmi_imp.d&qL.ot Stalker 12131 I`2022 Sells Cornsamitte Edge Glued Fiberglass Single No Yes No NJA I TANI Rod Underlayinsints (HVHZ) Roctuncledaymails for use In FBC HVHZ 062912023 yes NO NIA N/A Ila = 1111:!= ItIt Quality AMranct Product Descrotilim Cortract Entridign Get, Approved for Use Accrond nhvrHZ Outedd, for Use ftY,IZ allow Resistant Design P Is - - fig" 3 ���� . Me- 0 More Ventlou.t: Product Description Contract Exeninalms 09, Aluminum Rlogis Writs for pitched roofs fabricated l2i3lr2024 In HVHZ Oulmides HVHZ Resident P-m No Yes No NIA S Door violin or 1&#39:2 Schilifit(s) jur.dettafts. 1 = with Sells for The 26 gis. staftroof-tilater,,th bon. QW0912028 yes Yes NIA WA from 0.025' A-- (InsvfinglOutev,ing, X. OX. XO or CXO Configuration.) 2 TAMKO Roof J.d.ftivrIatta (NON-HVHZ) Roolun Wayrnant. for use In, FBC n-.HVW pfirAn(323 No Yes NM WA 2 TAIACO Goosets,IRVent 26 p . 09109/2020 No yes NIA -0.152.5 juilsdookins. 3 TAWO Off -Ridge RornfVanr with Baffle 26 pa. plastic rogifyontinatowith Integrated bank 0910812026 yes yes NIA WA 4 TAMCO Round Top Off -Ridge Vent with Baffiss for Tile 26 Ili, static rool'yonfinstor with baffle 09M/2026 Y. Y. WA N/A Florida Department of Business & Professional Regulation Pagel al Florida Department of Business & Professional Regulation Pert tip Florida Department of Business Professional Regulation page I a, Florida Department of Business and Professional Regulation Building Codes and Standards 117rA21 Building Codes and Standards 1(7=1 Building Codes and Standards 11252D22 Building Codes and Standards 3/15/2022 Product Approval Application Derail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U M Q.01 Da vandon ' - I - , I Manufacturer confect Ek Validated . 21l20 Me Pecii2 Validated Subenited FBC Approval Anoraved status cgk TypoVersion 1 Manufacturer . , . " Will= c.rilwat Enakiwer It 1.1cemess Validated & 2" 2 Validated Sulgrelfted - 09,pams FBC Approve! 292 Approved , a" Cod- jig version - - Mgmufaqwm . rnny Contact Engineer &l.igimse Validated _. I 11 �Date :'.We - ' Data Petition Date I Validated uble. Vaed SiFBC ApprovalA Approved liou(l " I FU9259-R31 R­_ 2020 Lamanco Katrina Jeflay James L aiialoIan P.E. Steven M. Urch, PE 112312020 112$12020 1IM020 ding FBC Aeon R"Itorl 2020 9-1 Reeling Anderson Robin IAPMO Untform Evviu.tion Gary W, Walk. I WIM20 11/02IM20 11IM2020 Approved Revision 2020 Global Protection Products, LLC Tim Robinson Walter A I'llit Jr., P.E. John W Knazisqh, PE MDB)2020 0g1082020 1 OYQI=20 I2t1572020 Approved (D 29ft Entity or 20 20 20 P92 Status Category! Rasing (501)983-6163 PE-31242 (717) B17-6454 crifisow. Rasing (401) 36D-6091 SOMM LLC (205) 854-0160 Catogiory. shutter. (954) 8891-7546 PE-44187 (954) 772-6224 Version Manufacturer Contact fagineer & Validated By Validated Submitted Etadin ARproved Approved SubCaligio,r. Reding A.....i..1hat -an Integral Pon ofthe RoisfingSystern Itmileyalornancocom Subcategory: pooling I'liars C.,TIl-.N.mw: evaluation Report from RoolnAndersonilillboraLoo In SubCategory: St.. Panel. Compliance Method: Evaluation Reportfrom tIMrrobmwnQgpp*ntcom JNM Revision 2020 POLYGLASS USA Maury,Alpert License John W 1W60020 10f22/2020 FBC 1211512020 Complieriefiftlisthed: Ev.u.ton Report Items is Pr.duct E,atluad.n Milly a Florida Registered Architect or a Licensed Florida Category: Roofing S9U233133OSmalpert@polyglass.00m Robert Nieminen Knes7evich, PE AWMSW Florida RelstertdkogntaaLk"ftdFiaida Professional Engineer I I Subcategory: PE-59168 (954) 772-U24 1011200 Professional Engmaor FLffU9412 Products FLI111.501ISJU Products Untie rlayments FIL0117012-1111 Produch; Quarks Asssfinfince Amrmr" for U" &aaroved for U" throw 2211M Compliance Method: QuallwAssedranc, Amoved for Use, Aboroysi for Use impact Deston iw is Product M.d.L?k &2,wy - Shake. Shate, Country See, Split Old English Product Desicrietion Compact Exabationlow, Fiat Prof. - Derver, CO 1 2t3lrA20 In INVI4z outside No HVMZ Yes st-istand WA NJA S-1) Product Model. Number or Name QuallitivAssurance Approved for Use a222=g.MLWM IM= Deakin Product Description Contract Expiration deals in HVHZ Outside HVHZ Resistant Pressure E Evaluation Report from Lqu .... ' ,,, N_ jamidusit D-,kW,, Consisted Expiration logo in HVI4Z Outside HVHZ It .... tant Premiums Thatch Unrip: Impild 1 20 Gage Galvanized Steel Storm Par4hftivHz Corrugated Galvanized Sheiii Stavin Panels retained 12131 1= Yes Yes yes NIA a Florida Registered I Deck -Aim DA,4 � TPI-BuK D..Ik-A, DA-4 Lou Profile: Pdypr.pyI., Plitak Roof V-t 121IM025 No yes No -2751-97.5 17 Binary 600 - Site. Shake jamp: SIN" Shake FlatPreffle-Storkton CA 12131r2020 No Yes NIA WA or not by tracks to provide hurricane, prosection -allseasel' Architect or a Licensed klocturiftly Athidied to PV,b.d thick IB 19 8-y 600 - Sli Shake &-9: Soil Shake Somy 700 - Shake. $felt A-P: Soil Shake Flat Profile- Risk.; CA 42131a02D Fl. Profile - Sloedon. CA ll 213112020 No No Yes Yes NIA NIA WA NIA 2 24 Gage Galvanized Steel Storm Pane"HVHZ Corrugated Galvanized Steel Storm Panels retained 1213112022 No Yes yes NIA a) Florida Professional 20 27 5-y700-Sh.k.. S4as.&arrp:Sp1ftSh.ka To. Espana I So-I- Flat Prahie - Risk., CA 12t31=20 gh Proals - Katy, TX Imir'020 High No N. Yes Y., NJA NIA N/A NIA or not by tracks to provide hurricane protection, =3 a) Enineer g 29 'Alis L*wP,uN,-f<jty TX12131=20 No Yes NIA WA FLA5259-R31 Products -= Clually_Anuilitio Approved for Ussis 6WMVkd for use LMQ= Doillon U) tie q x Product Model, Number or Names fer9cluser Descri11i.n Contract 1112Mradon In N"Z pate Outskle MV Resistant Pressure I 1 Polyglass Roof Underlayments Roofing underlayments 10/21=22 No yes NIA -NJAI-622.5 1 Polyglass Roof Uncleftyrnerrits (HVHZ) Polyglass roof Lifiderlaym ents for useIn FDIC 12(23rM23 Yes No NIA NJA � M HVHZ Waddhons. > 2 Polyglass Roof Undeftyments (non-HVHZ) Pollyglass roof sinderaymersts, for use in I2/M312023 NO FBC non-HVKZ juredictionis Yes NIA -N.IX-1322.5 M 0 Yes No WA WA Florida Department of Business Professional Regulation Page I of I Fiords Department of Business & Professional Regulation pass, I d I Florida Department of Business & Professional Regulation Page I Of I L_ 1 Polyglass Roof Underlayments; (HVHZ) facifillass froor undellaymersis for use in FBCl2f2X2023 Building Codes and Standards 1r25022 Building Codes and Standards 11712021 Building Codes and Standards 19=21 HVHZ Jurisdictions. > I 2 pmyglass Roof undergeysill (rafii-HVH2) Pallyglass; roof uncleflaynnersts, for Use In 12/2ar= No FeC non-HVRZ jiurisdaticivis yes NJA -NIAI-= 5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail a Polyglass Roof Undertaments (HVHZ) PolY9lasJ roofunderamets fa use in `80122313 Yes No NA NIA e ' ' -I - _ � I_ - HVHZur -I I� � _ . , I 11 I 0 . I .--- I I,- 11 -- _ - . Iligglifttill: .' _ - � : - --- , I 0 <C 2 Polyglass Roof Undedaynents (non - linn, NA 4,-62 22 Entity s PAIR pAk ate Pnni 21A figgil _ - I )fig I Re Dery pending 211LIt r2gilk - 2M 2011 oat$ Pending Data FBC ncn,HVHZ juristictimes. T_ Version Manufacturer Contact Frigmaw 9 License Validated Validated Submithild FOCAppro"I Approved statu LM virmilim Marsufacturav connal Eactrififir & tic- Validated By .11111ft V,N",d Submitted FBC Ambrose! A -ad 11111111111 mm V ... I- Reinspect- called = L Litainals Validated By Validated suggested RIC A --,I Appraised 1111111161 " -6--o 1 Polyglass Roof Underlayments (HVHZ) Pollyglass roof underlaymerift for use in FBC12123J= Yes No NJA NIA Revision 2020 All American Shatter. and Glass Mike Barbieri Frank L Bfirhmardd,, P.E Troy Bishop, P.E. 1012812= 10/1 5M20 11 W2020 1211&2020 Approved Revision 2D20 Alone Stuart Lerwei, ICC Eviiluaporl Service. LLC Wituarn M Ranieri, PG 1013112020 1 Dr2212020 1 li052020 11135/2020 Approved Revision 202a C-rei.1 Concrau, Pnod.dairc Robert Gill, Samuel A. Greenberg John Hoy 12j16r2D20 lZM6,2`320 122W2020 ding FBC Appr. 0 2 Pmyglass Roof Underlayments (non-HVHZ) HVHZ prisdictons Polyglass roof underlayments, for use in 12(23=3 No Yes NJA -WAI-622.5 Category'. Shutters Subcategory: Storm Panels (561) 712-9882 PE-0046549 (954) 947-0880 milkeloCallamer�hcanishutte Casimir. Structure Components 4ulfiCathoory. Truss Raise (321) 710-3377 (407) 681-1917 slow,s4lialipined- comigorrit, seriscitural Components Sults"420rin Products Inbcouoed as a Resuill of isll)659­�707 PE-U245 (552) 508-5311 precavestor@Y.In-oom =3 FBC non-HVHZ j.d.d.ohning Compliance Method: Evzd usitsmi Report from a Fiords Reg ratereal Architect or a Licensed Florida Its 0(mi Cempliame, M.th.& Eval.ist- Report fircen . Product Evaluirion Enbty New-rechnology Compharoe Method: Lvalual. Report from _0 Professional Engineer FUISSIA7 Products a March, R.gI,b..dA,d,Imct or. U-sed Fl.dd. Prof -I ErIgneer 0 Flail 7604M Products Quarty A-- Aw ... Is for U, Apon-d-rat U, Impact be f List 77446 Pr L_ Sag Is Product Model, Number or Nam. Quality Assurance Asianivedforthas AbbrovedfibrUse, Impact Dersta If Product Description Contract E.Piration Data in HVHZ Outside HVHZ Resistant Pressure §221 I Product Model, Wallow W Nam ITW BCG/Aol. Higher Strength Ill &a.p: 8) Pra" D,.ehpg,n GentrairtExishislon Metal Connector Plot. UIM=24 Date In 1MZ Outace yes k'4M Yes gerstant MIA Pleasure NIA duals, A,-- Approved far Us. Approved for use Inelat owskal a- 1 249a Gahlanized Steel Storm Panels 24go Galvanized Steel Storm Panels I213112022 yes Yes yes NIA 2 ITW BOGAtkne Hhga Plate Metal Comi.dor Plate 1 2111=4 Y. Yes NIA NIA a" Product Model. NMMer a Name Product Descrilptlort COMracl Eidrdlen Dire In HVHZ Out$[* HVHZ le"Jimanit Pressure < 3 4 TIN BCG/A1ohs Twice: ITW RCCIA*J. We- Metal Connector plal. 1261=4 vote Connector Plem 1 X3112024 yes Yes Yes Y. NIA NIA NIA NIA I Quality Precast or Commercial Concrete Products Precast and Prestressed C-Imus bridle 052512024 NO Yes NIA N/A (D U) "I'll"I'lla-0 M . 0 co 1 :3 < 0- I I i Florida Department of Business & Professional Regulation Page I o`2 Florida Department of Business & Professional Regulation Pap I di Florida Department of Business & Professional Regulation Page I aft -0 I Building Codes and Standards 1051=1 Building Codes and Standards di Building Codes and Standards 90r'1721 i..- Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L_ - � � I - , . - I - . I 1: _ � _. ." . � 11 . I I I � � I I - . - 1. 11 I - �. � - . I .; - .� . . � __ I . � - - I �� - � . I � I . j - , ' ' _­­ I , :' �. �'� -r_'�� ' : " �' -An ' - .1 I - � I _1_: - � . '. ;�' "' - � - :­­1 I I - '-_ � ! - ,* . , � . - . � - I - ­ I I I . - -� - _�� I - : �' � _�i� - , � - -_ , Z - 1, � - - I . I 11L I . 1 , I , �' fLglfA . 1. . - - M. _� , � 1. " 1, : � -_�T�­ � � -_ - , , , - am - , . _: , �1 _1 � 11 : . - - � I �" . " , , � � . - 1 - . - - - -- �:� I '. � � , , 1, I I 1: � - : 71 ' %, � . - , -, _ _'� - - - I . . I., I I I , . � - - I I I I -1 . �' - � - - I � - ­ I 1; , I I I . , I - - I I 1_ , - � - - I , ". , , , _' . , - I -- � �: .�_ � I � �� , I ' , 2 , I 1 " ­ ­ I o � � , � I I I _ , : :_ I '. - i . -- - , I , -� _" ­ . I � � , i - . . I . , , .1 � '� � , , --- 11 , �.' , : . r � 1. - '� - �' , I � - 20h Entity sL 2a 211 Date sending 2& Quilt saints[ 29& 221 Data ramcina 20 294 Eftft or 21i 2111 oat Poland Z= V-1- Manufacturer Contact Enalrelfir A, Uouset Validated By Validated Submitted Ric Approval Approved 111121611 Tim Y*111011 manufaclurw contact engineer 6 1.1cers" vallfilded Of Validated submitted POC Approval Approved! status MUZZ Venetar Manufacturer Contact Erichaver S License Validded By Validated Submitted M Auencre Approved a" R.ws 202a mrsk Inc Erin Walden ICC Euluirlh­ Servim LLC ICC Evalualloil service O&M 112021 a lul 04A 21 08nl2t2021 Approved R.A.Ion 2020 Wevem-ser category:W.clumd Corin,on.nm K., Baldwin IOC 17v,Iimtlon S,A.. LLC I- L.hmr, P.E. (253) 924-6475 (008) 839-3288 QZ9212021 1WI312020 Q203/2021 Appi Affi-tion 2020 Alpha Alurrmurn, Inc. castagmis: Ponal Went(407i Jose elive Luis R. Lanes Steven M. Unch. PE 50s­2008 PE-82514 317-84U 1111SM20 1 Ill &2020 112a/2020 Approved < (D cateakars: Structural Carripor.m. Sulticel Truss Plat. le52)898-8635 LLC sweloenamoi -m (205) 599-9800 Subcategory; Engineered Lumber C.rnpli- Method; Eval.allo, Report from . Rd-d.B.Idwln@w.V&mai ... com Subcategory: Solids (717) .firim.1-nurtin.Cy.s. Z Compliance Method: Evaluation Report from a Product Evaluatim Entity, Product Evaluation Friar Compliance Method: Evalustim Report from a Florida Psgi.m.dA,&ft.1 me Ljosteed Flord. 0 Com _j Z P06527411 Products Profirs5torml Engineer FLK19741OP"Idu,t, F1.01164445Pmdo,ts < QUARY Assurance Approved for use Approved for Use ]mow Desion 2dwLUBLKU Approved far us. Approved fee U, 11UH9 22ft gas Im Procluct Model. Number or Mann Product Desedolon Collided Exalrallort Cat In HVIIIZ Outside HVHZ R."ant Pressure It" Product MocbL number or Name Conrad Exdrdlon In HVHZ Outside HVHZ Resistant Philistine QuallbrAssurnixis Agginfived for Use Approved for Use Impact Dealers _j I MIBAHS Is ga, high at-lith truss o.-dor plat. 12111=22 Y. Yes NIA NIA 1 Mi-fism, LVL Lammated! Verreer Lumber 03131r2023 NO Yes NIA N/A a" Product Model. Number or Name Product Descried- Ex-irallon pass ink Outside KVKZ Resistant Pressure a- 2 1,11881,18 ja ga, super high streffigh Intel zonnoolor plate 12131=22 yes yes NIA N/A 2 3 Pengl.rn PSL 71.1mi-Stnind LSL Parallel Shand Lumber 0313112023 Leminamal Slmnd Lumber 03131(2023 No Yes NIA NiA No Y., NJA WA 1 Alpha Nurnlmum Sold 6amp Vented Aluminum Soffit/ Atha Aluminum 43010 &Urgn: Vented Aluminum or/30,2023 Na Y. No NIA 1 3 vil 16 iii gut truss connector Pat. 12t3l,2022 yes yes NIA NIA 4 TJ RIrn Board structural Composite Lumber m Orehited Strand Dmi=3 No Yes NrA NIA CMU Umq; Wood Sofiltr Cho)Urrip: Wood SHEET NO. 4 M718HS 18 ge. high strength trus-ontactir plat. 121:11=22 Yes Yes N(A NIA word Him Board 5 M720HS 20 ga. high strength truss corinedor plate lN3112022 Y" Yes NIA N/A 5 Weyerhaeuser R- Board Oriented Stand Scord Rya Board OW3142073 No Yes NIA WA 6 7 I'Lls, M718 TL20. MT20 18 Be truss connector plates 12131 r2022 20 ga. n" connisa. plat. 1 W31 Q022 Yes y" Yes Yet NIA NIA NIA WA 1 I I I I August 10, 2022 PA 1.1 - \ "I I - , i � I � " � 11 1. ' - � I � I s� ; )�2 I 0 , '� Ronda Deparsnent of Business 6 ProTdselonel Regulation Building Codes and StRaw** PrlplklCt APpro+ I MW (cation Detsll peas/ d 2 111"2022 -.. Fade..-_. Balm: - - Io am NewNains_. g 7110 we Werderer Eedmrllleere VWyaad &. ! FBCAa&agl AD Afkmatlen 20M Peg Cwporwom Jot wol said Wlw"wdow Jam" L BudaW. Pa,. 0 0711412070 0711412020 oral),2020 Appro." eelea4,r wmdowg RpaValor, M&MO WA"OCbllwl CBUCN Engineering BNCeMMY- 81*6 NunE (641) 0214M (a81) 4f1-gf27 CarMmor flalrea: CbrabMlon Mirk or Lba1p peMeprodwhapproal®pt lol 9elaffiv AeEma Aawxed Ow gu Amsaal law Uaw gdw AlitPddd VodL Kw Prad,90sea 1. Hma culawk Hill BWdwt I'J>easev, 1 Bed" IWOHigh PaAorverdesingle Hung VWsingle HungWVWw(4ra721) 1.n7Q027 NID V. N1 so%w 2 Bra IG70 High ParbrtnMxM 5ngao Nyng MN4 No Pathmrna Banff Hung 1Wn o0r21um7 No Vm No +QNBq Cnnp.sw u7 xea trJl 8 SeW 10!20 angle Hure VtiM 9hgle NWg Thpa t?onPaara (106'a721 OB11Dr1027 No v" Nb +40FW 4 Ban.1075&rGiI Wyl901's WgT6peCowposwvorxrJiS) 0621107 Np Ym NO *a5N46 b errs 1N20 srBr Hure Vuryl ehlb Hung 7aan OrrpmOe(w.Sxwin 00/19/2027 Np Nn W +'1J8 0 serba0R 1081rgb Hung VW saga, Hung'Wm owrops" or x 6O51 aomoo= No Y" Nb +3" 7 Soda 1G=srer Hung Vw B"'a HWg Tlple oeepeMN(low a31.51 Willi Jm7 No Yee Nb +36lw 8 was low alrgb Hurl vw Bale Hure WwM(4SxM 0&17/2m7 No Yale +3&-38 a am sw1020 alreb Hung VW 8hgle Hung Whdow (4r x Wile) MM30 27 Nb Y" fa, +3B1-9a 10 Esnas10740slrebHutt VYyl Bbgb Hung Whd0r 196':DFtI?7 0162027 No Y. No +351.a8 11 so"" 107081r4b Hurl VWA single Hung Wre— far xafl (SM741027 N0 vre No +3" 12 San. 10M srer lure VByl Angle Hung WMhbw car rn 01111,132027 No Yee No +ogl to ears 10rlOs lYNure " Bhgle Hrig 7Mn Compsa(72•xrob•) 000*20" No Y" No +a6h% 14 eerba 10f20 sreb Hure Venyl Bala, Hung Tern Wrrobee(80.5xrd.07 001=7 No Y. lee +a0J3O 1s awles10'20SIrgr"ung Val)dSagoHWV1wM0olnpoay(60.8'x721 00117=7 No Y. 4a +a&ae 10 sales 1=0 area, Hung %W Bear Hung Tern Campapr(72'x 7r) 0011f12p27 No Yee ND +44140 17 sales loQosreb Hung Vkyl Plx"Well su+arivalg Frnxer{tloa x72•) 101002021 N0 Y. Nb +321.T0 txtmainieiproam godkAf AlsooL r llu AwtotlhLUE !word Rube Atilt 9r tlw raaudilmlrgh,ONO 1,11 QU111,11,11tirlififit Betaad EQaafu 1 110 OOrlm orThwm"rror Enoompow orAveld Hgh %Anita Ho Parrrmarde single Hu no W x 72) 06117aw tap ris No +pow PWWMW 6$klb" 2 1608a1. orThermalerur Errmlrea" rAmV HfllPr Wyl Nye Perlernan. 81nghe Hung Teen OWir1m7 No V. ND .510I.80 Pwlwm/ROabklr Fkxg GOagOwpH (let x 6}1PP} S ty gems orTharmalbror Enewepm rAnm"single Wye sight Hull T606Carro08II&VO'a72') 0&1312w No Yes w +40140 HIM 4 180 8wee wThwmadum Erownpw rAvald Bhgle VW Bklle lapng Tripe OwpmM(10S x a3S) 0034107 No Ya No +351 RM Ronda Deparorent of Business A Professional Regulation Building Codes and Standards Product Approval AW11c,BHCw1 DOtBB Pay 1 d 1 enanms Sm/a CWWLa Jld! Bate 41trhadaa 20 7nm troy+ MR"4"tL" Gatle.ri lJeaaae VdNeasd Br VYdwd FRICAeMarrl Ao1ravo4 two AfhmaBen 2020 Papa Corporation Joe W7da1 Wd Windowand Door JOW L IIW*ta, P-E-. 0 (17714122021) C711412020 0T=2020 AOpr.ad calawor-Wn0ces RDehleDn IftniboUlerAboG/tlon CBUCH Engarwhg lwCal"mir. 111orberxal8low (641) am aws (B81) 4f14 W ow"Noe. Wleak Ca"so"on Nex or Lrthg P4 DrarelOpe Ile.mm FL01111"J0 pleduW AmmadAg lfa AuraouAllr Wa l u as" !let prabia Nadal. WyAw w Names Pmdd929=kzggkdwgao InWAR oullewa, Bai6wl Presage 1 aerlm 1040810V WhODr Wyl saing Whit* MN 01a2. m1w K W) M(vQ023 Ile Yea fa, +31 2 awl. 10120 swig VNdpw V-A Opdug Whdorr PU or XD. 73417• x M 0620r20J3 NO vet No +oil a Berl. IQl2061kA9Wind— W0l spdalg t'NWdpw 0L0)t. ta6'xedl 0a1271284a NO yesNo +301-30 4 sane %woe a" ww" ww apllHg OUMwe QKox, toss an a 3wrIma No Yea N e +36135 Florida Depattrnant of Business A Professional Ramon %p1 d 1 Building Codes and S>anderde ana2m2 Proe4,aAplprovel Applk-~ DetBN see Left, IIpee ➢& OshPand 20 Tisf aeee6drer Esdaaaa item" AsliAHed Ba >! FBCApil l An a�+d ttJ?J!e AMadan 20213 Pon Cwpa/tlon Joe rbrAM Berns W rdo* &V [)W T.E. Lynn, PE. LLC 0711412070 07r1412020 074120020 Api CdywlPS ma" RoOhmn Wnut"lmrANOObOorr (881)m6B4� awCwrsrM angle Hkxl P411821 sm6 Co.Opm" WurO: Cwabation Nark or lJathg polgro*mbppmmiopo IbLmm 1paA 2MOLAMMa AMEMMAbLUM A000eslacgm ID HYHZ culAild, KM laud Bailer &fmd Haaasn 1 Ptll 10 BMW Brngb Hung W dw aS xW MV Nonarlped Shlle Nrrp Whxlow 010212012 40 Y. No +4&a w 2 Palle 10 gala elve Hung uwdow se x or mmyl Nb 11,,VVC4 eve Hung wind" 0703912022 NO Yee MD +45146 a Pale 10 sales Brgle Huna Wm— ow a or V" NmHnpeC algr pA^r8 Whapw (170812022 No vas No +BBB-BO ♦ Pr1y 10 so angle Hung W1000, 4r x 7r WWIHon4npsl ahlle Nup Widow O741M20J2 No Y. ro +5016M a pay 10 90 *8 r e Hung kandow 31l OP V nV Norknpl.l ahgle lll+16 Wh oolo 08122r/022 No Yee Na -6510 O Peg 10 arlee sight Nona IMMOw 3V x 7r Nrryl NM`►npod Bpgle Hulg Whyrr onomm2 lee Yes No +60 -W 7 lLBla"bN6 Pay lO aerl" 8ingle Hure WNW PM*WW 02-1fr x OV Vinyl 1404mp" BMgN Hng WRIOM 100712023 rb Y. Nle +01060 Awl Prdrdsaed.Nwaaworbeen, Pradea —riwaim IoBVHL Baadsirt p� 1 Par to Baba Single HLrlq Wmdow aS x 90' V1rn71 Ndfhp.d Bhae Hung Whdaw 08172rJ029 He Y" rile +40.40 2 peg 10 sell" Bogle Hurl Wndpw a4• x for Mmyl Noinkrgaw Bhgle Hap" Widow OQAw2ms No Y. ro +4840 a Par to Own. iargle 11 leg eentlow aPxfr vinyl Nor InpR1 Shale Fkwg Whd w 06A&Tma No Ya No +5006w 4 Peb 1D 8arbs Binge Hung Wlnmw ar Br Mno Nwomum Shgb Nag WAdwa 0012212023 ND Va ND +501-b5 a Pay 10 ages angle Hung wr4ow WiAr x 5C' V4yl NonJmpaa$#Via Hung Whdory 1C11702028 No Yea He +8QLw Porte D"rilinanit of BuMnesB A Professional Regule(lon Butding Codes and standards Product Appro"I Mspltssifon Dell Boma low )fos'm ldwdmt > E w—,L uswa Afw,,wo* l am Pey CorpaMbn Joe Hayden Band) Wemm W. 5dw der. P.B. Cow le WMdo" Ho~ PEa41a8 aaxeHmM F Htrrasi 6 der (041) a21 sera CwmpBea. Illift.6 Evahwllo n Raped from a PepgoAroYPDNedOrrt Form Regain ANhlrerera Lbanepd Pon" 111I pmansonel Ergnea viluLtskemaw s6 Pnvws aadeL Muwr rNa" 1 8e46 10 aid%vim"" sales 10 Vw FWgad SBare WWndo+v ppeletl anwim2 go Do Was Pond we . . IM11,9116d FBC Aseewl Auld flow T.E. Lug PF. LLC 07J14000 OV1412020 07/2071p2O AppMad ®rsrAw Aeerard Fa Ilea AmreMrd far 1re cookwallmon oft In g 9tlaYe19� Bewms! Pew par2&ROa1 N0 Yea "D MA Florida DepaMfarrt of Business A Plofedonal Raguladw Building Codas and Standards Pv4AP�1 pteBnDBtu papal oil MCI= tailor _ sees. - eelm.= P4ee DL4 oar weAra .. QY TBw Vale" Voldow 'r FRICAar'ewt Alo�i l are Aflrnrtlpn 2020 Papa Co PMWJV Joe woo" Bad Landowad D001 JMC$ L Buduler, P.E. 6 C7r412020 07r41202111 074100020 Appruwad real weliel Ro01rN0n Malule"awAaaDOabrn CRUCIC erenmdg OwCdga4y. Fad M41) 821 mm (B61) 4111412V Ceropli Ndbok CerMicAlon Real or LW% pa9ppOduappDronl®pl nAmahamEnom 119.0" Ault huiwLmFA&KOAhKALUM li r looaf bmdmdamwkwo AmmudAH Jla AssmessiArlW in1IV8 911JIMILLIM based afro Bla d bu 1 60ri6 10120 WDp Saari atlldaw (Br X7B1 0T/1&2m2 No Y. He +2062a 2 sea"10'20 VlrgA lxd wlnd0lrr ('10B'xN'} CFna12022 No V" w +281628 a saris larJO Nw Field who" (Bir x 60•) OV1812022 No Yee W +601,60 Fltsisd 4�IAwY00tl AOsewnred IN11" Aad..lfar LAM awls lLWs Jfant Prded add Nuww aNr. ASS cAmbidE.0hadmomb Ian ad" Prager, 1 sale 10120 Vrll end Ialydpa (6o• X 761 0711512024 N0 Ym No +2111-416 2 swim 10Q0 "end window(SaYxf41 or110/2024 No Y. /4p +256215 a series l0@p Wryl Fled WFdowIII . On OTn5I Np Yet M +601.00 Florida Deparonant of Business A Pr Isapsk gal Regulation Building Codes and sherds Produot i APPI IeStltaaon DB Pay 1 d 1ma anw -F.-r c- VI CU O W U -0 a) CLC CL O >` C .0) (U V �— U) (�� _v O CU Cl) O O O 0 U 0^' .�^1 V) W � O W O L — rCU V / Florida Departrnerlt of Business 3 Professional Regulation Iry 1 do Building Cod" and Standws smeaw Product Approval ***%canon MtO EdN[.4i_ ._ �. - Do nab ft"Os- Mae! ty'rnl„a U*,ywUrar aedseAtR.em WMerd ale 1111411101!! FRAaroed Among 111919 A.'nown 20M Pay Corpora" Joe, Hwdw card Wlndpw and W W JMnm L Budnrr, P.E. 0 114=20 OWI42m0 07121112020 Appp.a Ca44eeryx Etwie, Cove RD~ IaarQUO& srA3spdMbrl COUCK 6rekleewrg abCarBMK antling Edwin DaprAeasrtbpsa (Bell B21-0Og6 (BBt)411ig2r Wa0ams ndha4 Gnalodlon Nark or Usahg peypoMrarpprovalOpe lraon lamid llat Prodmitoleadadw Calibres- FA -In les000 IoH1HS ademann Bkwmm Eawtu 1 8arim 10rAQ881tlbgQdsOor N" 24rerl1Cx• awe Oils ow (W x961 1118012m1 40 Yae lee +281.25 2 8wles1020a6ftIngQ*a*0w %li 8lrgle Panel plead '0-Dw(SW 0%at-1616• 0X26,2072 No Y. Nb +35135 x 81-tnl a Seri"10QOrJ68y1re Oral Caw VNyI 24WNl 1W steers Gass Dow(rr x821 10003=1 Me Y. No +oleos 4 series 'Q12Orl88yl1QQ*w Dtwr Wryl angle Panel Flied Xr Door (sdeN0.47-1R'x 0312612022 No Ys t +2" 06-1121 OnaetrAwrfw Aserani For Ilea Aeotiwa For ilea k gft owe �\ JiantPraftlAVA&LIfLawlefterIftnia lnddl i toHVHZ ouraille HvHz Buldd Haa.a 1 Swea 180 er Smompw orAvM" skMlg Olem Door Vhyl 24rhal'Cx' 8rkig Gew Dow (86112• K 01124/2031 No Yale Nb +2a-?s asirJl 2 son" 130 or ENampw aAvend 811rrq fhb" Dow Vhyl single Panel Find'C' Der a1da ,33.1/Fx William NO V. Nb +40640 81-if2') 3 swleslsoar EreaWN&2022 No vm No +oalw 4 6wW t5(1 or FacwnDw wArMtlBak/nY QM Dow %W Blreb FrrW Faold'0• Dow Mk We0. 47-12* x @11wim 4D A 66.1127 `� 1 OmkmLARUVAM tact Prerd WtleL Mumble aMernee Agfi'> Ae008dl IowaRWO N Y 1 Bmtad tier InQuadeBasal prown, 1 sales 180 or Emerrpm7 pave" V WV CBw Dow WM 2 plal, D)C slang abos Door t6wirr k 31111240031 No Yes lee +2111.20 'O f}tri )LLJ 2 Sills lrArTxsgnPss orAvaMl8lkalOa, Corer Mrp46hgb Prrl FVad'0' Dow(Sideft, 311 02HBQ0a7 No va No +401,40 N O = B1-1rJ1 c7 8 8arrt laportaleemDw orAwr"Blbhg r�mDdor Wyl2 PeIN nD71'saBrrgpw Gear (12 sa21 0&24/2082 No vm N7 +70L30 fig 4..i CU 4 Blears lag Or Ecorlpoe or0oaml Dam Oka Doer Will angle Para Flad'C' Dw(BdMs, 47-1R'x 02(16=2 NO v" No +20.26 Q C e0 W CQ wM 'C m 2,< N C U. d ro C7 V! -= 4V = 4A ON O cc Q C-4 `—' G7 r= y'C„r C C, L c lz La 41S QJ ev U . Co i to c o cry r^ 40D ego a a. 0 E z U)_ O CL O CL Q L U O L N ♦� U Rai m O L w� Q z� Z Q J August 10, 2022 SHEET NO. PA 1.2 I I I I I I __ 1 L 1 1121 111 I I I '' 111111 1 1 ' -- -_ I I I -- - L_ I 1 i L � U N O� c Simpson Strong -Tie 2020 FBC Approved Products Updated 12rso/2020 ' - Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3WO20 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 126T2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 1213W2024) 0_ O Oo Fordirect Inks to all SST approvals listed below. CLICK HERE For direct Inks to all SST approvals listed below: CLICK HERE. For direct Inks to all SST approvals listed below, CLICK HERE. ® For direct Inks to all SST approvals fated below: C LICK HERE. ® �1N�1♦♦ 0- W M Lim " For addllonal Imormaton regarding Florida's Statewide Product Approval System and Maml-0ade County Notice of Acceptance INCA), CLICK HER " For additional Information regarding Florida's Statewide Product Approval System and Msntl-Dade County Notice of Acceptance (NOA). CLICK HER For additional information regarding Florida's Statewide Product Approval System and Marrli-Dace County Notice of Acceptance INCA). CLICK HER For addtionel information regarding Florida's Statewide Product Approval System and Mama -Dade County Notice of Acceptance INCA), CLICK HER Cl) -N-0 FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-518" to 3- =3 V U) 9/16" and heights ranging from 45116" to 11" Concealed flange -0 Sea 1F Product Model. Number or Name Product Desrrl Am 9aa # Product Model. Number or Name Product Description gig Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or 0 O 1 Titan Stainless Steel Concrete 8 Masonry Screw (ITN -SS) 1/4" diameter Titen stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 UT, BTB, BTH Brick Ties greater than 3-gfl6" 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 0 Q O 3 APB44, APB44R, APVB86, APB66R, APB88, APB88R, APB1010, APB1010R, APVB44, Outdoor Accents Post Bases 3 C514, CS16, CS18, CS20, C522 Coiled Straps 518" and heights ranging from 9.114" to 16' O FL#9589-R8 APVB44R, APVB86; APVB66R, APVB88, APVB88R, APVB1010, APVBIOIOR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SOS, LGU3.63SDS, LGU5.25-SDS Face -mount hangers M O t+ y- _ M 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression Tension Strap 14 LU124, LU26, LU28, LU210 Face -mount hangers M O Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC2LUC2102 6Z, Face -mount hangers -� O 1 SD10112DBB Outdoor Accents Connector Screw 6 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1. HIOA, H2.5A, H3, H6, H7Z1 H16, H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- ty li L 2 SD9112, SD9212, SDI 0112, SDI 0212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6; APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5M" and heights ranging from 3" to 10-15116" (n O 0- 3 SD9112SS, SD9212SS Strong-Drn+e SO Connector SS Screw 7 APLH24, APLH24R; APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.e3-SDS, MGU5.25-SUS, MGU5.50-SDS, MG1.15.62-SIDS, MG1.17.00-SDS Face -mount hangers M %. 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Stronge SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1 5, HSS2-2-SDS3, HSS2.3-SDS3, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in wtidths ranging from 1.9116" to 5- I� 1- ♦4/-� v) Q SDCF221134, SIDCF221334, SDCF271958, SDCF272356 9 CBT2Z; CBT4Z Concealed Beam Ties ll HST21 HST3; HST5. HSTB Straight Straps 118" and heights ranging from 6-15116" to 19-11T. 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912. Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100. SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ, HTSQ20KTZ Heavy Twist Strap 2D SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9118" and heights ranging from 31/16'to 13-314". 7 SDS25112; SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SIDS Heavy -Duty Connector Screw 13 FC4; FC6 Framing Clips 15 1 LSTA12, LSTA16, LSTA18, LSTA21; LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SOS25600, SDS25" 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; only acute flange is concealed. S SDS25112SS, SDS252OOSS, SDS25212SS, SDS25300SS; SOS25312SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 15 GA1; GA2 Gusset Angles 17 LTB20, LTS40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF272C, SDWF2724, SDWF2726, SDWF2730 Strong-DNae SDWF Floor -to -Floor Screw 16 H2A, H2,5T; H8, HI OA-2, HI OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6' and heights ranging from 2-5/8" to 11-114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 16 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST6O, MST72 Straight Straps I0007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15; MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps I D967-RS 20 L30, 1.50, L70, L90 Angles 22 MSTC28, MSTC40; MSTC52, MSTC66, MSTC78 Straight Straps 52A X Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48133, MSTC66B3 Pre -Dent Straps Sec ah Product Model. Number or Name Product Description 1 ATR318, ATR11Z ATR518, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST12e, MSTI36, MST148, MSTISO, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-1/8" to 30", 3 BP318-2, BP112, BPI/2-3, BP5/8-2, BP5/8-3. BP3J4, BP314-3, BPRTUO3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSS128RZ, LSSJ21OLZ, LSSJ21ORZ Fied Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA2x10-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in wdths ranging from 3-516" to 7- 4 CNW318 CNW1/2; CNWS/B, CNW3/4, CNW5r8-112, CNW314 518 Coupler Nuts 25 LSSRI 81, LSSR2.1, LSSR2.37, LSSR2.56; LSSR210-2, LSSR410 Field Adjustable SlopeablelSkewaible Hanger 27 RCW012, RCWB14 Wall Bracing 118" and heights ranging from 9-1/4" to 24", 5 CTUD55, CTUD65, CTUDW, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUOPT Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RP522, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML262, ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-1/4" to 24", 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SPt, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-34'to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B; RTUD5, RTUD6, RTUD7, RTUD6 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoo 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.114" to 8- 9 TUW36 Take -Up Washer 31 RBC; RBCP Roof Boundary Clips 33 STg, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, STB224, ST6236 Straight Straps 718" and heights ranging from 11"to 32-1/7' 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30, TB36, TB42, TB48; TB54, T856, T660 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TW612, TVVB14 Wall Bracing 1/4" and heights ranging from 11-114" to 32". 12 URSS 5/8" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-716" 13 URS6 3/4" Uplift Rod Run Tedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, W0106C, WB126, WB126C, WE143C Well Bracing and heights ranging from 8-112" to 28"_ 30 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1f6" and heights ranging from 11"to 32"- FL#10441-RH FL#10531-R5 9 HS series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 39' AW Product Model, Number or Name Product Description Sea X Product Model. NUM bar or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" 1 D7T2 Hold-down Sea # Product Model. Number or Name Product Description 1 C13H2.37x5.5, C13H2.37x7.63, CBH2.37x9-75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC10/4, HDC10M Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (OU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SD83, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116" to 3-9116" and heights 718" and heights ranging from 7-f1Z'to 32" 4 HDU2, HDU4, HDUS; HDU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.1/8" to 23.15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.MSL)S, HGU7.25- Face -mount hangers 1/8" and heights ranging from I N'to 33". 6 LSTHD8; LSTHDSRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411 81, HHRC44, HHRC5.2513.25; HHRC5.37/3,12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SUS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9118" and heights ranging from 18" to 26'. 8 MPA132, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-78". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-1 /8"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210. LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7 00-SDS, HHGU7.25SDS, Face -mount hangers 3-9116" and heights ranging from 5-3/8"to 73-tJ8". 10 PAI18, PA123, PA128, PAI35 Strap -style purlin anchor 8 LSU26, LSSU28; LSSU210 Light Sbpeable/Skewrable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHD1 ORJ Strap style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.511110, Face -mount hangers 1/2" and heights ranging from 3-7116'to 15". Concealed flange 12 STHD14, STH DI 4RJ Strap -style hold-down 10 TC24; TC26. TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9l16". THAC422 THA426; THA422-2, THA426-2 118" to 5-118" and heights ranging from 4-314" to 15-3/4". 16 HWP series hangers Top flange hangers available m wdths ranging from 1-9116" to 7- _ d 12 13 THAI1.81f22, THAl2.06122, THAl2.1122, THAI222, THA1322, THA13522, THA1422 THAL422, THAR422 Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange le concealed. 17 HWPH series hangers 118" and heights ranging from 5.3/8" to 26' Top flange hangers available in widths ranging from 1-9116" to 7- en Af "t. c- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers -U2" and heights ranging from 5-318" to 32 N `\ 15 THJM2-4SDS3, THJM2-5-SDS3, THJU26; THJU26 W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116"to 7- 16 ITS series hangers Top flange hangers available in widths ranging from 1-9/16'to 3 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.718" to 19.114". Concealed flange W" and heights ranging from 9-118" to 16' 11 LLJ 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JS series hangers Top flange hangers available in width of 1-9116" and heights CV ' 18 VTCR Valley Truss Clip greaterthan2-9116" ranging from 5.318"to7.114" c o 10 HUCQ1.8119SOS, HUC01.81111-SDS, HUCQ210-2SOS, HUCQ210-3SDS, HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights cry m x SOS, HUC0410-SDS, HUCQ412-SDS, HUCQ5.25M-SOS, HUCQ5.25111-SDS, HUCQ610- ranging from 9-3/1 6'to 13118" in ®- SIDS, HUCQ612-SDS N N Vf Q C= tV Cc Y 3 � ED C c ED � 3 � m N •aa E 0 CJ 0 Simpson Strong -Tie 2020 FBC Approved Products p g pp Updated 12/3012020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products p g pp Updated 1213012020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30t2020 For direct Inks to ell SST approvals listed below, CLICK HERE. For direct Inks to all SST approvals Ned below, CLICK HERE For cgect Inks to all SST approvals listed below, CLICK HERE, ® For direct Inks to all SST approvals listed below, CLICK HERS. " For additional information regarding Florida's Statewide Product Approval System and Memi-Dada County Notice ct Acceptance (P10A). CLICK HERE, " For additional information regarding Florida's Statewide Product Approval System and Menu -Dade County Notice of Acceptance (NOA). CLICK HERE, " For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (1,10A), CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Marra -Dada County Notice of Acceptance (NOA), CLICK HERE. 21 LB series hangers Top flange hangers available in width of 1-9/16' and heights FL#11468-R5 18 &LBV1.56, VLBV1.81, VLBV2.06, S/LBV2.37, SILBV2.56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/8". S4.BV3.56, SILBV3.62, SILBV4.06, SILSV4.12, S1LBV4.28, S1LBV4.75, SILBV5.50 6 Strong -Bolt 2 (ST621 ST624SS, ST02.6SS) Strong-BoR 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Product Model, Number or Name Product Description 19 SILTT20, S/OTT2Z, S/HTT14, HTT4, HTT5 Hoklmvns steel and Types 304 and 316 stainless steel ranging from 9-3fl6" to 13-118" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SWT72 Straps 118 mil (10 go) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LE03. LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available vith hex head In carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-112' 3 HU00210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP; TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, NI series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGS3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-112' 5 THG02SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3-SDS4 5, THGQH4-SDS$ Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HO Rod Coupler (TH037634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16'to 5- 6 THGW3-3, THGW34, THGW4-3, THGW4A Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH. THOB37158RH, TH037212RH, TrIen HD Threaded Rod Hanger for concrete 1f6" and heights ranging from 9-1Wto 24" THD50234RH, THD10212RH) 26 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1.9116" and heights 10 Wedge -All tWA) Wedge -All Anchor for masonry ranging from 3-318" to 7- VS" FL#1 f 473-R5 FL#13W4-RS (D 27 RR Ridge rafter connector 28 WP series hangers Top flange hangars available in vidihs ranging from 1.9116'to 7- Sea # Product Model. Number or Name Product Description lag Product Model. Number yr Name Product Description FL#16230.R8 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.5C-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.62SDSG, CCTQM5.50-SDSG, CCCQW 62-SDSG, CCCQM4,62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, 1­116S, H16-2, H16-2S Hurricane Tie CCCQM5,50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10660-R5 4 HEfAl2, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G4Kf, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adheswe for masonry 5 HETALIZ HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4,62G-KT, ECCLLQMD5.500-KT, ECCLRQMO3.62G-KT, ECCLRQMD462G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.SOG-KT 4 Strong -Bolt 2 (ST82) Strong -Bolt 2 Wedge Anchor for masonry ^^'' 1 ABA44, ABA44R, ABA46, ABA46R, ABA66, ABA66R Adjustable Post Base 7 HHETA16; HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25; HGUM5,50, HGUM7.00, HGU W 25, HGUMS. W Heavy Masonry Hangers 5 Titen 2 (TTN2) Then 2 Screw Anchor for Concrete W 2 ABU44, ABU44R, ABU46, ABU40R, ABU5.5, ABU5.6, ABU65, ABU66, ABU66R, ABU86, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tieda:mi 4 LGUM26-2, LGUM26-3; LGUM264, LGUM28.2, LGUM28-3, LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6SS, THD-CSSSS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1D10. ABU1010R; ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48; LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with i 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW86R2, ABW7-7 Adjustable Post Base 10 11 META16, META18, META20, MSTA24, META40 Embedded Truss Anchor 5 MBHA3.12/9,25, MBHA3.12f11.25, MBHA3.56fT25, MBHA3.5619.25, MBHA3-56111.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AC6, ACOR, ACE6 Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56/11,88, MBHA3.56114, MBHA3.56116, MBHA3.56/16, MBHA5.50l7,25, 7 Titan Turbo (rNT) Then Turbo Screw Anchor for concrete or masonry V 5 BC4, BC46, BC4R. BC6, BCOR, BC8, BCS2-214, BC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16; HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5.5D/11.25, MBHA5.50111 88, 11 50r14, MBHA5 501'16, 6 CB44, C1346, CB48, C866, C668 Embedded Column Base MBHA5.50/18 ICU 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 M13HU3.5619.26, MBHU3.56111,25, MBHU3.56111.88, MBHU3.56114; MBHU3.56/16, Masonry Beam Hangers PL#16837-R3 8 CC, ECG ECCU Series Bolted column caps with W1 ranging from 3-114" to 9-117 and 1#1 496-RS M8HU3.56/18, MBHU5.5019.25, MBHU6.50/11.25, MBHU5.50/11,88. MBHU5.50/14, W2 ranging from 3-518" to 7-112" MSHU5.50116, MSHO5.50118 §gigl Product Model. Number or Name Product Description 0 9 CCQ-SDS2.5, ECCQ-SOS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9-1/2" and sea # Product Model. Num bar or Name Product Description 1 X34B1016-5K, X1S1016, Xi BI 016-4K, X01 S1016, XQi 81016.4K 410-18 rillin Strong -Drive X Metal Seff-D 9 9, Tapping Screws with tki W2 ranging from 3.518" to 7-1f2" 1 DTT1Z Deck Tension Tie Drill Point /1 10 CPT44Z, CPT66Z, OPT88Z Concealed Post Tie Base 2 3 HD12, HD19 HD36, HD58, HD76, HD9B Bolted Holdowns Bolted Holdowns FL#13975-R6 2 XLQII4T1224, XLQ 1 14B1 224.2K 412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^i 11 EPB44A, EPB44, EPB46, EPB56 Embedded Post Base Screws with #6 Drill Point and Large Diameter Hex Washer Head ii 12 EPS47 Embedded Post Base 4 HTT4, HTT5, HTT5 314 Tension Ties Sea # Product Model- Number or Name Product Description 3 XMQ114S1224, XMQ11481224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LC866 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SOW22300, SDW22338, SOW22438, SDW22458, SDW22500, SOW22600, SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 X0114SI224, X011461224-25K X114S1224, XQ712SI224, XQ11261224-2K #12-24 Strong-Onve X Metal Self -Drilling, Tapping Screws with #6 15 MP644Z, MP666Z, MPB88Z Moment Post Base 2 SDVVC15450L SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, PB46, P666, P886R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH19400DB, SDWH19600DB, SDWH19800DB, SDWH191000DB Strong-DrveSDWH TIMBER-HEXScr'ew 5 XU34SI016, XU34B1016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46; PBS66 Embedded Post Base Sea # Product Model. Number Name Product Description 4 SDWH2741OOG; SDWH276000. SDWH27800G, SDWH271000G, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base or 5 SDWS16212, SDWS10300, SDWS16312, SDWS16400 Strong -Drove SDWS FRAMING Screw 19 PC44-16, PC46-16, PC48-16. PC64-16, PC136-16, EPC44-16. EPC46-16, EPC48-16, Post Cap 1 SB5/Bx24, SB718x24, SB1x30 SB Anchor Bolts 6 SDWS19800, SDVVS1971Z SDWS224DO,SDWS225OO,SDWS22512, SDWS22BOOL Strong -Drive SOWS TIMBER Screw (Intenor Grade) O EPC64-16, EPC66-16 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SST836, SST616L, SST820L, SSTB24L, SSTB Anchor Bags SDWS22800, SDWS22900, SDWS221MO. SDWS221100, SDWS221200, SOWS221500 FL#35320-RO L 20 PC4Z, PC4R7, PCBZ, PCBRZ, PC8Z, PC8RZ, EPC41Z, EPC4RZ, EPC8Z, EPCBRZ. EPC8Z, Post Cap SSTB28L 7 SDWS22300DB, SDWS224000B, SDW32250OD0, SDWS226000B, SDWS22800D0, Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPCBRZ SDWS22100008 Sea # Product Model. Nu bar or Name Product Description 21 PP844-4Z. PPB44-6Z Post Base 8 SDWS22312OBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5; DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector A 1 V 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS27500SS, SDWS27500SS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FC845.5, FC547.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector w/ SDWS271000SS, SDWS27120OSS 3 FPHSD34SIO16, FPHS034B1C15, FPHSD3461016-SK, FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- U) Sea 2 Product Model Number or Name Product Description 1D SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSO34B1214.5K Drilling, Tapping Screws ICU FL#101066-115 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC625, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector M 2 HRS6, HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24: FHA30, MST126, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25. SSC6.25, MSSC2.25, MSSC4.26, MSSC6.25, Steel Stud Connectors e ■ ■ 4 Product Model. Number or Name Product Description 3 MSTI48; MSTI60, MSTI72, SIMST27, 5lMST37, S1MS748 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C Heavy Twist Straps MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7 5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SC843.5, SC645.5, SCS47.5, SCS49.5, SCI3411.5, MSC645.5, MSCB47 5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8. GH66-6, GH66.8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2115, ST2215 Straps 33 mil (20 go) sea # Product Model, NUM ber or Name Product Description 8 SCS32-5197, SCS62-5/97; SCS62-51118, SCS82-51118 Bypass Framing Connector 8, GH610-6, GH510-8 6 LSUBH3.25, SUBH3.25, MSUSH3.25 Bridging Connector 1 AS 18, AS ISS5; ASi8S6 18 ga. Truss Plates 9 SOW. 25. SCW5.5 Head -of -Wall Side -Clip Connector 4 GLB5A, GLB5B, GLB5C, GLB50, GLB7A, GL07B, 01.137C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OH5 20 ga: High Strength Truss Plate 10 SJC825, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512; GBLT$12, GLBT5I0, GBLT616, GLBT520, GBLTS20 Glulam Bearing Plate 6 LTS12, LTS16; LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBS, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36: ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC4Q MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3487414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping O CIO 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, STS238 Straps 68 mil (14 go) Screws LJJ 8 UFP10-SDS3 Universal Foundaton Plate II MTSI2. MTS18, MTS18. MTS20 MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQISI016, XQi B1016-4K, XQiS1214. XQ1812143.5K, XQ78S1224, XQ7861224.3K, 410-1& 412-14 and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S431.56, Sf81.81, S482.06, SiB2,37, S/B2.56, S1132.68, S/B3.12, SA33,56, 6163.62, SIB4.06, Top Flange Joist Hangers FL#15730-R4 X0114S1224, XQ11481224-2.5K, XQ112S1224, XQ112B1224-2K, X3481016-5K, Tapping Screws Q SIB412, S/64,28, S84.75, SIB5.50 X1 S1016, XtBI016-4K, X181214, XiBI214-3.5K 13 S BA2.12l8, uslBA2:12l10, S/BA2.12712, S/6A2.12/14, SJBA4.18/8; S1BA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z SIBA4.18112, &BA4.18/14 I ET -HP Adhesive Anchor for concrete 14 SIH1A Hurricane Tie 2 GAC, GDP, GDPM-60, GDPM-75, GDPM-100, GOPS, GW-50, GW-75, OW-100, GTH Gas -actuated fasteners and assemblies Z 15 SIHDBS, SM088, SMD10S, SIHDIOB, SIHDISS, SMD150 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Q 16 SIHDU4, SfHDU6, S/HDU9, VHOU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SlJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete IZ SHEET NO. August 10, 2022 PA 1.3 I I 1 II 1 1 __ I - - -I I'i A 111 1 rf, 1, - -i �I --- - - - --- -- 11- - 1 - I -I - I MIAMI�tlADE IW-DADECOLTNT PGT Indusnies, Inc, PGT Industries, Lic. Cl) Cu O U � L- N 00 PROD CTCONTROL SECTION PGT Industries, Inc. Q O (D� 11905 sw 26 s"ec Pam= 202 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPT AN-CE: EVIDENCE SUB1UTTED DEPARTT4IMTOF REGULATORY AND ECONOAnC RESOVIE CES (RER) Mierrsr_ Florida 33175-2474 r NOTICE OF �C'CEPTA'�C�:E��IEi�CESL'B3flTTED �-' N p $+akDA"C01)Eana��TRAT;IONDr�-israx sc)31�-2590 TOA �teroaonF 1. Evidence submitted underpiv-6ous NOA D. QUALITY ASSURANCE = � .1., � � NOTICE F AC'CEPT.4- CE sort m=maAa A. DKXW`E,%GS B. TESTS (continued) 1. Miami Dade Department of Regulatory and Economic Resources (RER)- N -p 0 p PGT industries, Inc. 1070 Techn�gs Drive, f . Manufacturers die drawings and sections. 5. Test report on 1) Air Infdtration Test. per FBC. TAS 02-4 "5 O p CL p N orth Venice, FL 34275- (Submilfed tinder N'0.4 � o.11-t,107 04) 2) Uniform Static Air Pre ere Test. per FBC`. TAS 202-94 E. ITERI.AL CERTIFICATION = a LL - SCOPE: Drawing No. MD-5570.0, titled Ntiiyi Sliding Glass Door NOA (LMY , Sheets 1 3) Water Resistance Test, per FBC. TAS 202-94. 1. Notice of Acceptance No. 15-0_ 28.14 issamd to Vision Extrusion Lmited for their •O M O � `j the -cable rules andre regulations v � the use of consttuctis n nahtsarials. T1te This NOA is being issued under apple got gluing through 2 f of 21. prepared by=11aa1catnfactturer, dated IE! 05;`I5. with iet�isictrg A deters _ }Lame Missile Impact Test per FBC'. TAS 201-94 - -11-hite Rigid PVC Exterior Extrusions for Windows and Doors'. dated 08;13t15. to O O • - O L dEaCikiIIeEttdtiin 31it3t2ted h9ta been fe-a tLF2d a aCCP7t£t 13 5' �ri1]11-ICje CQ�Srlj"RER -1�3UdttOfCilSection to t;'1ed aid 5eled_ . Llht�lnii_ P.�. ?CltcTffid PtoSS Ld}ad1C F1C, TA�9-4 ]ii7I11n 0 0.° `�� Q� L +-�CL � be used m NLami Dade County aild other areas where allcwedby the Authority Haring Juariicl t m (Aff), 6) Forged Entry Test. per FBC. TAS 202-94 2. Notice of Acceptance No.16-0920.08 isated. toVision F-vtmsion Limited for their � � C � This NOA shall not be valid after the expiration date stated beitxus=_ The Miami -Dade County Product Control Section B. TESTS aping a itlimarked-up drawings and irgstaffation dial of vinyl hiding glass door. prepared 1000 Tan y02 and lighter Shades ('+ja u-T4'hite) Rigid PVC Exterior Extrusions for H .C2 .� CJ7 Q (la MiiamiDadte County) andorihe AW (in areasother thaili%liamIDade C{ arty) reserve the right to have this i_ Test report on 1) Uniform Static Air Pressure Test. per FBC- TAS 202-94 by Fenestration Testing Lab. Inc_, Test Report Not. FTL 8:549. dated I1 %/l5, signed and Wm' down and Doors". dated 12,108/16. expiring on 1229/21_ product or material tested for quality assurance putpo . I.f&is product or material fails to perform in the accepted 2) Large Missile Impact Test per FBC, TAS 101-94 sealed by Idalmis Ortega, P. E- (Test report revised on 12,4044 5 and 0,111 16) 3. Notice of Acceptance No. 1,"528.15 issued to Vision F-snrusion Limited for their manner. the manufacturer will incur the expense of such to -sting anddie AHJmay inttuecliatelyrevoke- modify, or 3) Cyclic grind Presswe Loading per FBC. TAS 203-94 6. Test report on 1) Air Infiltration Test. per FBC. TAS -102- "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for suspend the use of such product or material within their jurisdiction. RER reset ves the right to revoke this along with marked -up drawings- and installation diagram of vinyl sliding glass door, prepared � p 2) Unifonn Static Air Pressure Test. per FBC. TAS '102-94 Windows s and Doors". dated 08,'13/15. expiring on 09r30,11'9_ acceptance. if it is determined by Mami-lade CountyProduct Control Section that this product or material fails to Fenestration Testing Lab, Inc._ Test Report No. FTL S'37. dated 12,1) 7,'1 `, signed and W. 2 � 3) �►� titer Resistance Test, per FBC. TAS ..£},_-94. 4- Notice of Acceptance No.1"7i2.02 issued to EI RC IFei�tration Solutions USA - eP meet the requirements of the appiicatale building code. meet This product is approved as described herein andhas been designed to comply with the Florida Building Cade. sealed b�; Idalnis Ortega. P- E- (Test r revised on 01�`15 � 16 and 0?��`24.16) -report 4) L Missilet Test FBC, TAS 201- Inc. for their - T N 1640 and Lighter Shades (Ni an W itt) Rigid PVC Exterior including the High Velocity Hu Zore. 2. Test on 1) :' k Infiltration Test, per FBC, TAS 202-94 5) Cyclic Wind Pressor Loading per FB{C', TAS-103-94 Extrusions for Windows and Doors" dated 09'15i16- expiring on 0�"�04C1. N• "•+�^ ." Vinyl Sliding w,hs-a 9[1°.Ss 13�° corners-L!�iT. DESCRIPTION: Series ra`2770" i in l Sliding Gia ss Door (Reinforced) , ?) IJnift,Kt1� Static Air Pt�'thre T�`�. FBC, TAS y0'�-9� along '�=i#il marked -up dra�'in� atu! installation diagram of vinyl sliding glass dc+tR', prepared 5. Notice ofAcceptance No.16-0712.04 issued to EI�ERGI Fenestration Solutions USA, - � "Bronze .... 3) Water Resistance Test, per FBC. THIS 20'2-}4_ by Fenestration Testing Lab. Inc.. Test Regnant No. FTL 85�2. dated f?���04�15. signed and. Inc. for their and Lighter Shades of Ca Coated Rigid PVC Exterior � P 1 APPROVAL Dt3C[ ++-i: Drawing ingl No. ID- 3?€1.fs Rot B, titled "Vits}i sliding Glass BoorNOA (Ltw).sheep 4) Large Missile Impact Test per FBC. TAS 201-94 sealed by Idalmis Ortega, P. E- (Test report ret t3. on 0115,2016) Extrusions for Windows and Doors" dater! 093546- r�iri ig on 041116i `-0. 1 through 21 of 1, preparedby manufacturer. dated 10,05) 15 and last revised on O2;t}1rZ i- signed and sealed by 5 Cyclic i 7ind Pressttts�e Loading FB+C. TAS 203-9 7. Test r oit i Uniform Static Ant Pressure Test_ FBC ,TAS ?iM2-94 �� Ca_ Notice of Acceptance No.1"712.03 issued to EI RGI Fenestration Solutions USA. A_ Lyng ?�iillex. P.E.. bearing the XS anhi-Dade Count Product Control Rei.ision stamp with the Notice of 6) Feed Entry' Test,. per FBC. TAS 20`?-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for t--N%"hite Rigid PVC Exterior Extrusions for Windows and Doors" dated Acceptance number and expiration date bythe Xiiami-Dade County Product Control Seen alb with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 3) Cyclic Wind Prey re Loatdmg per FBC_ TAS 03-94 0910il,7, cv-piling on 012&48. MISSUX LAIPA,CT RAT I G. Large and Smaall1fissile Impact Resistant Report by Fenestration Testing Lab, Inc.- Test No. FTL 8546, dated 11y`06.i15. s and �1�� aloong Aithmar ed up drawings andd in tallation diagram ofvinyl sliding E�'S door, prepared '_ ' -2 - %- Test relkCtr<S I�+o(s). 10-00� 79�(A), 10-06- {�a� � 3�����-{l�. l}ef A�TI��-��, Limitations: _ sealed by Idalmis Ortega, R E. (Zest most revised on 01 *4' 16 and O'2'11 r2016) by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22), dated ASTNID 1929 and ASTRffI-635. issued by EXOVA to Vision E.Xtrusion for cellulosic 1 _ See table l (sheet2) and table 2 (sheet 8) forapphcable SGD unit sizes, design pressures. reinforcements types. 2_ 3, Test t►st on 1) Air Infiltrahtn Test per FBC'. TA ..t}� 9�# 11'19.�'10_ signed and sealed by Jorge A. Cause, P. E. (S'ttbtttttt>ed t�tnd�' � U_� �'€s.11- cite material pleas types. sill riser (see tables I3-1 & B-2, sheets 7_gj� and anchor layout sheets requirements is 1 l t3au 16- �?) Uigifongg Static Air Pressure Test. pea' FBC. TAS 20?-94 �'1 �'? tt l� �(Srtbarrttte.� i�rrder :'��t7.-1'►-ct. 11-fill'' A�j . Rudd tt►�hte PVC, Tan (Non -white) Rigid PVC' sndBro�x;xh coated (Painted or laminated) white Rigid Pir"C` to be - ' labeled per referenced NOA°s requirements- 3) Water Resistance Test. per FBC, TAS 202-94 S Test report on 1) Air Innf9tration Test, per FBC', TAS 2t?2-94 8. Notice of Acceptance +to.14-4916.11 issued to K �= mica., Inc. for their 3. Egress operable doors must complywith Hain clear widthor height per FBC requirement. as applicable_ 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 ' :Semi-vGlas g (Clear and White) Interlaveil. expiring on OT`04,18_ 4. Pocket wall% under separate approval, to be remewedby Building official 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94_ 9. Notice of Acceptance No.16-111 .01 issuer to Kurmay kmerica. Inc. for their LABELING: Each tacit shall bear a permanent label with the main[ &crure?!i naive or logo. city. state and series and 6) Forced Entry Tom, per FBC. TAS 20 2-94 4) Lie Missile InVact Test per FBC. TAS 201-94 `Trosifol' ' 1.'1traclear. Clear and Color PVB Interla ers '. expiring on 07.%19. following slatenwitt: 'Miami -Dade County Product Contrail Approved". noted herein. along with marked -up drawings and installation diagram of -vinyl sliding glass door: prepared 5) Cyclic Wind PleSSdiSf �U�1dtng�}il FBC: TAS2�i3-- RE'►-E�t _kL of the NL 0A shall be considered after a renet%-A application hag beenfiledand there has beenno by Fenestration Testing Lab, Inc., Test Report No- FTL 115-t7. dated 110+15. signed and 6) Forced Entry Test. per FBC, TAS 202-94 F. STATE11EINTS change in the applicable building code negatively affecting the pert a of this product d by Idalmis Ortega, P_ E. (Test report revised on 02;'l 516) along with marked drawings and installation dig of �:'iayl slid' glass door, g � 8 �� � l _ Statement letter of conformance with. FBC-50' Edition (2014 and FBC-6tu Edition ) _ _ " - orchange an the TER. ATIO ofthis NOA will occur after the expiration date or if there has "been a r hange 4. Test report can 1) AirInfiltration Test. per FBC. TAS 202-94 by Fenestration Testing Lab, Inc__ Test Report riot_ FTL 6337 (samples A-1 thru A-5), dated (2#3171 issuied try manufacturer, dated 0&14)17, signed & sealed by Lknn'Miller. P.E. - materials, use, aud'or marnifaeture of the product or process. Misuse of this NOA as an endorsememl of any product, � Uniform Static Air Pressure Test, FBC, TAS 202-94 2) f ?r 1- 06 `10, s and sealed by Jorge A_ C auso. P. E_ (.Subrrrrtted under V0 4 A-o.11- wed � ' 2- Statement letter ofno financial interest, dated 04,1& 17. issued by;n acttlrer, signed for sales. advertising or am otherputpcases slash automatic ally terminate this NOA. Failure to cOiLal}lywitlt am,= a 3)'RG titer Resistance Test.. per FBC, TAS 202-94 ►11 p �: dQ) c�' sealed by Lynn hillier, P.E._ s{ec�,tiotTa�QsftThisl�T�C1t'4-slTtalibe cau�for#e�r►��+a��+nandrertm��a$ca$%d't}��.. 4j Loge' �I"� Itl��t'Tt'SC `FBC. TAS ?O1-9p4y Letter na�{b,,compliance, pa/��r#0ttfthe �,�otreytyestreports. E-RTLSE_ 1k 1 : The NOA number preceded by the words Miami -Dade County- Florida, afli� followed by the '# 6) Cyclic Wntr PressureFBC- TAS 2lJ3-9`f LoadiFBC, �^ �^�,3q_ C C. L LCITILAT]IO � �-cif 7. �iL Test .CI�Qs+�.t No. 1 7-413 Ci 7. dated 05/SJ5r`1 7. signed b�5� I 1��1}�1241�, i. �y,,,,,,,y P.E.illy expiraWn date maybe displayed in advvitisirtg literature. If anypottion of the NGAis displayed_ then it shall be fi) Pranced Entry Test. per FBC, Z�S 20? est, per T 1 _ Anchor verification calculations and structural analysis, complying with FBC-2014, done in its entirety- along w it}i marked up drawings and installation diagram oftnnyi sliding glass dtaor, prepared Prepared by PGT. dated 1109 4 Sand last ret,�ised on 024 5-� 16, signed and sealed 'by G. OTHER z., �► NO. she #tie ra ided to the user b tine ruantafactuter or it: distsitaatctrs and L SPECTIO- . A copy this entire shall p y by Fenestration Testing Lab, Inc., Test Report No. FTL 8-U8. dated 1 �, � 15, signed and Anthony Miller. P.E. Strbnritl�ri rtrtde*r,'�'G►.! A ir. ,��_i?1 �. (!1 . y { ) � 1. Notice of Acceptance No.15-1210,011, issued to PGT Industries, for their Series �, � z ,lash be available for ectiat thejob site at trig request of the Building Official. 1 sealed by Ida Ortega, P_ E. (Test report revised on 01,•04,�16 and 011 l `16). ?. Gig eoil�plies with ASThfE-13C10-09. j' ' 5570ry770f" Vinyl Sliding Glass Door (Reinforced) - L.A- LL,,. expiring can 04.14,�21_ N This NOA revises & renew%NC? A#20-44_29.05 and consists ofthispage 1 and evidence pages E-1. E-2. E-3. E--t. 1 << . I flan r,_t� � r,. .to r E-5 & E-5 as well as appro'u-al dot nn4 ttowd abo+,le. � Ishaq I. Chanda, P.E. Ishaq I. Chasda, P.E. Ishaq L Chasda, P E. a The aubautted docun tuation was reviewed by lshagl L Cb ands, PE. Product Control Unit Supervisor Product Control fait Superrisor Product C'ontrot L sit Supervisor NO-1. tie. II-0205.9: KCt '4o. ?�1-024a.{h 'ti{).i ? u. �3�tt�f# .Q3 Vol a.'.1 t9=i}�.{ 3 N L x C !Z wat7tr�ar>eGottprtr ExpirationDatet April14.2026 Expiration Date: April l•t 2026 Expiration Date; Apri114, 2t126 Expiration Date: April l4, 2026 Approval Da tr. rareh 'a, 2ti:1 Approval Date: March 2., 20!1 �{rprosal B ere: lfasch S, ;g:l �lpprora l Date: Rfarch 2 , 2021 8 � � Para1 E-1 E-: E-3 � s W d >= � � G 60.1 3 � � 3 U Iy i d C p C E ee o u 0 PGT Industries. Inc. C'GI Windows and Doors, Inc. PGT Industries. lat. NOTICE OF ACCEPTANCE: EtTDE.NCE SU132%iITTED NOTICE OF ACCEPTANCE: EA`IDE:NCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence Submitted under resious submittal P E. 3i.-kTERLAL CERTffICATIONS(continue) 3. New Esideirce Submitted _ _ 5. Part Super Spacer Standard complying with: �.STI11 C} 18 Thermal Conductivity A. DR X%MiGS 0.881 BTU-im,� hr.-ft-'-`F, ASTM F 1249 W- %.r R Pass, ASTM D3985 Ox vgen-Pass; ASLNi E A. DRAIViT:N GS 1, DraRring 1o.11ID-55 70.0 Rer 13. tilled " Vin3=1 Sliding Glass Doerr NOA (I.I� ` .stets ? 190 I.O. Durability -No No Fog -Pass. (Submtkied tinder previous A [)! 4 -N'o. d i-0 t09 05) 1. I?rauTit3g Na_ ?!i[1-5570.0 Rey B. titled '11in1r1 Sliding Glass Docti Nt} A (LW'- sheets 1 1 through 21 of 21, prepared by manufacturer. dated 10s05r15 and last revised on through 21 of IL by manufacturer, dated 10�05,'15 and last reed on 02�1,'?1- � Cn 04,22,20, signed and sealed by A_ Lynn Miller. PE. 6. tic Part Dur•aseal e with . TM C518 Thermal Conductivity 2.22 BTU. in,' �` g ' signed and sealed by A. Lynn Miller, P_E- hr_-ftY-"F, ASTM F 1249 Vi�rTR:Pa�. ASTM D 1434 Argon Pa.tgce Pass_. ASTM E _ _ - Dote: This m-iswn consists replacement of same existing installation screw with flat head- B. TESTS 2189 I.G. Durability -No Fog?. ASTM E 546 Deco Point Deg=elopia�t-?tit°F in 48 l>�. 1. Test reports on- 1) Air Infiltration. Test, per FBC. TAS 202-94 (.507v ined under 0 4 Vo 15-0409.0 ). B. TESTS 2) Uniform Static Air Pressure Test. Loading per FBC, TAS 202-94 7_ Vision E�-Ar►usions, Ltd_ Parts complying with PVC -A AMA 303-13. Voluntary Specification 3) water Resistance Test- per FBC. TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd. v EX-1 by 1. None. 4) Large Missile Impact Test per FBC. TAS 201-94 AMA Fenestration Exterior Profile Certification Program (Subinjued under'A'O4 No. 15- C. C'ALCLZLA.TIONS 5) +Cyclic'%Iind Pressure Loadin g.per FBC. TAS203-94 along with marked -cup drawings and installation diagram of all PGT Industries. Inc. 0469.#fit 8_ Vision Extrusions_ Ltd_ Parts complying with PVC ALA 303-13. L None_ representatim units listed below and tested to qualify DQac-sr7 791 and Dam"sin 983 silicones, fSubm itted anderNOA X6.15-0469 05) D. QUALITY ASSUK-L TCE CD prepared by Fenestration Testing Laboratory. Inc.. Test Reports No.: 9. PVC-AAN Lk 303-13, Voluntary specification for Rigid Pot n- *vl Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd--VEX-1 by AANIA Fenestration Exterior Profile 1. Miami -Dade Depanment of Regulatory and Economic Resources (RER). _C FTL-789 PGT PW5520 PVC Fixed Window (unit 6 in sal), dated 00,.'03 14 � FTL-20-2107.1, PGT SGD780 Alumin im Sliding Gas Door (unit 7 in proposal) FTL- 0- certification Pry 2107.2. PGT C A740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA. Inc. for E. K-ITF.RL4L CERTffIC:iTICINS CU 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4- their -Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for 1_ Notice of Acceptance No-19-0305.02 issued to Kuraray America, Inc. fortheir PGT PW7620 A Aluminum Fixed Window (unit 10 in proposal) dated 071 l3l20. all signed Windows and Doors"`. expiring on 02 04 °"21. "Troslfoll Ultraclear, Clear, and Color PVB +Glass interiayers7. expiring on 07,08,24- � O and sealed by Idalmis Ortega. P.E. 11- Notice of Acceptance No_ 18-012 ,02 issued to Energi Fenestration Solution,. USA- Inc, for ing ? Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. fortheir > � their series `V%Itite Rigid PVC Exterior E:xtr"usians for Windows and Doors''. expm- an :e Senft y(Clear and Aire) Glass Interlas ers"- cwi mg on 07i '21 *of � C. C_•tiLCt'LATIONS 02` 88 23 3_ Notice Acceptance No_ 18-1106.10 issued to Exwmions Limited for their `Broom Vision O Q I. Anchor verification calculations and structural anal}=sis. complying with FBC 7a 1?- Notice of Acceptance No_ 20-0203.03 issued to Energi Fenestration Solution, USA.. Inc. for Coated (Painted or Laminatedj White Rigid PA-C Exterior Extrusions for Windows Edition (2020), dated 0+21`20- prepared by manufacturer, signed and sealed by their "Bronze &tight shade cap coated White Rigid PV`C' Exterior Extrusions for and Doors". exrmmg on 09130:124. �� U AnthonyLynn iifier, P-E.- Windows and Doors', expiring on 0446,25. 4- Notice of_ Acceptance No_ 18-1106.11 issued toVisim Extrusions Limited for their series ?. Ghzmi coinphes with ASTM E1304-04, -09. -12 and -16. "VE 1000 Tan 202 and lighter shades Rigid Cellular PVC Exterior -� D. QUALITY ASSURANCE F. STATEMENTS Extrusions for Windows and Doors-, expiring on 11921. � O Miami -Dade Department of Regulatory .and Economic Resources (RER). 1. Statement letter of conformance to FBC 7& Edition (2020). dated 04.222,`'0. issued by i manufacturer. signed and sealed by Anthony Lyman Miller. P.E. F. STATE?4iENTs E. V- ATERLAL CERTMC ATIONS 2. Statement letter of no financial interest and of independent. issued by mannifatcturer. dated 1_ Statement letter of conformance to FBC 711 Edition (2020), dated 02,01.21. issued by 1. Notice of Acceptance No. 19-0 .02 issued toKuraray America. Inc. fortheir 0448[20, signed and weaned by Anthony Lynn Miller, P-E. manufacturer- signed and sealed by Anthony Lynn Miller- P-E. C/) "Trosifoll Uttr. aclear. Clear, and Color Pi -Glass Ir►terlarers". expaing on 3. Primte Labeling Agreement document between PGT. dated 03,30.15 and signed by all 2_ Pei%rate Labeling Agreement dated 010&,,21 betweesn PGT Industries. Inc. and GI Cng. �� CU 07r08,24. involved parties. Windows and Doors Inc_. signed b , Deana M. Ruark, P.E.. V.P. Engineerion behalf of U m 2. Notice of Acceptance No.17-0908.02 issued toKuraray America. Inc. fortheir both meanies. "Sena-t'Ghslt (C lear and Whire) Qiss Illteiti en . expumg on OT'04,23. G. OTHERS 3. Notice of Acceptance No. 18-1106.10 issued to Vision Fi trusions Limited for their I- This NOA revises NOA# 17-0420 (PVTwiCGI) and updates toFBC 2020 (71hEdition). G. OTHERS � "Brown Coated (Painted or Laminated) N11ite Rigid PVC Exterior ,expiring iring 0+21i2 f - 1- This N0A rev ses & renews NOA-4 0-0429.05 (PLA weCGI), eVirira {kl`'1=126. for Windows and Doors". expiring on 09301,24. 2_ RER Test proposals #19-1155 dated 01 10,20 approved by Ishaq I_ Chanda, PE. expiring 2. The current associated PLA. CGI fire #21-0205.01. expiring 04.441r26. O _ � 4. Notice of Acceptance No.18-110t5.11 issued to Vision Extrusions Limited for their "VE 041+21- w � series 1004 Tarr 202 and lighter shades (No"lrite) Rigid Cellular PVC 1 � -'� 01 2 � Extedor Exrruslons far Windows and Doors" expiring on 1229,`21. � �°`"� � A 1shA I, Chanda, PX. $ Ishaq I. Citanda. P.E.PE 2;haq I. Chanda. P E. Product Control [nit Supe-riser Product Control Unit Supervisor Product Control Unit Saper•ri:sor N-0.1 No. 21-010.45.€03 3%.2 2 r te. No. 114,2 43 Q S I 2 2 �, CIA o. 1-i`i,�. il3 nation Date: Ai rill4.2025 �P` P Expiration Dates April 1•t. il2li J Expiration Date: Apri) 14, 2026 Approval Date. -March '.3, 2021 Approval Date; 6tarch 25. 2021 p -Approval Date. March 2;, 2021 E -= E -6 E -a SHEET N0. August 10, 2022 PA 1, 4 i T11 If 1 " 1 L I_ 1 I I I I I' 11"llirillrgP' Nil I T19w' P'14 "141111L91 III I il_ _ __ I - - 1- 1- I — - - --1 11 r 1 ' ' I_ 119111111 t'iAN - ' L_ 1 111 11 T, 11 I_ MIAM>•D►ADE MIAMI-DADE COUNTY KA;KAN 1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Cast I. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision 41 dated April 28, 2003 both through 3 o 3, prepared b CraigParrino, P.E., dated March 24, 2003, last g f p p y prepared, signed and sealed b Craig Parrino, P. E., on 08119114. p p g y g The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Haman, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed andd sealed b by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane P FP g P Y g ty Parrino. P.E., signed and sealed by Craig Parrino, P.E.PF. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6 & 12 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATTING: Large and Small Missile Impact Resistant sheet 1 of 1 t N i 1. Drawing o. FD4612, titled "Precast and Prestressed Lintel Details", , A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturers name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Sae Load Tables, sheets I through 3 o prepared b f "f 3, y g p p 1. None. B. TESTS 1. None. County logo. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and i _ E-5 as well as approval document mentioned above. The submitted documentation was reviewed b Helm A. Makar, P.E. M.S. Y Y + P.E. M.S. elmy A. Ma Makar, , Pro uct Control Section Supervisor elmy A. Makar, P.E., M.S. Procruct Control Section Supervisor tl { �J elmy A. Matra P.E., M.S. I � %� f'!�- NOA No. 20-0630.15 `' % " NOA No. 20-0630.15 NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 rtwrtluao�Coutvrr � Expiration Date: 09I11l2023 Ex iration 09/11/2023 P Date: Expiration Date: 09/I1/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 og Zo Za PG PP Approval Date: 08/20/2020 Approval Date: 08/20/2020 PP Approval Date: 08/20/2020 Page l E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS I. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER I. Article of Conversion for a name change. CAlelluty A. Makar, P.E., M.S. '" Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 August 10, 2022 i -Cu O N s✓ C:C.Q 0 O .CM l 0 4.5 to N � (tj to N C= 0 0 0 CU U_ 0 > . C CU E o L F--0._U)Q a- z z W J Lo a� Lu Lcl C* L N c a r_ ern 0: Cn �LJ-a D N t a, o CN = d a t a> E _ � c o � s 3 � � m CID � N a -Im C ro � u Cn E zU) ICU 0 > L CL O Q 0 0 L U co m Q F- O Lr w a N z J z Q J a. SHEET NO. PA 1,5 I I L_ __ __ __ _ I I I I 11 1 I II II I11 lllf I 11,11, _ [III I I I I I 1 I _ I_ L_ 11 11 7' 1 EYAI�UATION REPOH'EjyO. 20-0729_0E 2 PRODCTUFYA,LUAT[ON REPORT NO. 20-B72YA1 7 I Ll ECOPRODUCT INC- TILLIT TESTING & ENGINEERING COMPANY 2 2`LEST REPORTS: 6 MATERIAL CHARACTERISTICS AND SPECIFICATIONS: _ Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components indicated on WATTF.R A. TT P. LLTT.IR: E. P.I!,L ..1,, COm ,-LrB.tlr�'M-3RNAIA7 201, 203 as per section 162fi of the Florida Building Cede. Uniform static loads P 9 sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing ( ) g fLCN LL-N,, oof 7P9 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 end 21 of Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09/18/1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONSSSSSSLO SI 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-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P. E. D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SUB -CATEGORY: Storm Panels 2. ".STRUCTURAL ENGINEERING CALCULATIQNS; 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be installed into poured concrete, concrete block, and LLC section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame structures. 4800 S.W. 51 Street dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E, Davie, Florida33314 1. PURPOSE OF EVALUATION; 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. Tilllt, Jr., P.E. (System Large missile impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc, (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61G20-3, Method 1 D of the Florlda Department of Buslness and 4. WIND LOADS RESI�ANCL „"1101INIOn"fA " Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind �\�N.1'PA•T1(44'No,� `a Y� .• "•, ,� ys ,!Z 1, 1 1yI9,P`-....y This product is being Issued an Evaluation Report as described herein, and has P P pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15. 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. - - z -�-m- 44167 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 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, - �*'. , _ -'* I STATE DF at least equivalent to that required by the Code. 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluator Document (P.E.D.), drawing drawing No. 20.176. _'=a 11c'*-o'•. T % 0, .,°(QA1Q..`.,;�" s This Product Evaluation Report shall be subject to review and revision In case of +� r8 a Building Code change that may affect Its limitations and conditions -INSTALLATION_ Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document WATILL D'l TILTECO AOMON RECORDS l P. E. REPORT 20 1 GLOBAL PROTECTION PRODUCTS, LLC I, 20 GAGE 2.7. PRODUCT EVALUATION DOCUMENT (P.E�D.): (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as GALVANVED STEEL STORM PANL'I ORWG7020-1781REPORT e20-0728.01 Drawing No. 20-176, titled M20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. (P•E.D.), drawing No. 20-176. Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral partlgi,Qplsfr0F F71 irlt'yANi Evaluation Report. `,LLLILkiIA _. ``�0�ta FNSC1iT/i _ .`'JQ��PGENSF %/1q. No 44167 = -- r' ' -NI." 1167 s ---r+3' r O,E- 't(OPIOP,• .42 o'• STATE OF /z� r -� - ;Oi ' F(O+-Rk� .IFS•.,. �.NN`� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phi -me: (305) 871-1530 -�iYg s/ i9°31 •-*W FSSi "ENS{`� ytfll(NAt LskH"�`` i81 k ILI ECO INc- TILLIT TESTING It: ENGINEERING COMPANY WALTERA. TIL_IT, a, P.E. tilt yaolX0ln PRODUCT EVALUATION REPORT R.pR,.Ra NANA 4+L67 F LI.A. L YE Wi. AT6!19 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr„ P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method I of the Florida Department of Buslness and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect its limitations and conditions a. EVIDENCE SUBMITTED: Z-PRODUCT EVALUATION DOCUMENT -F-D.} Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07127/2020. This drawing is an inte$RtgdkU'IitrsjpIs Evaluation Report. ``` �E L(/ A/,,, - ,xN ." `\LENS ' .G O •z F s � Ma'id167 _$"' * '*_ '= fl' STATE OF r�rr s %IS,` �..'�C0Rt0A.�... s ra 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871- ' ,._ l-4(3531,8di-1531 PRODUCT 'V L LATIONy R RTNO, 20-0727.02 2 22. TEST REPORT$; Large missile impact load tests were performed under SSTO 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3 r AS TM STM E 330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespads, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grata, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaclofeno, P.E. as per ASTM E-8. 2 3 STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter A Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1809.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 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. QJ 1A 11�II�C0T S -o', STATE OF 'AS,ff 'FP �4 if OF' (ORI�`'. r S.... ""+. ,0NALic k`�` fre"111I1100% PRODUCT EVALLATION aMRT NO 20,0727 01 3 5. INSTALLATION: 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.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15. 15 and 18 of IS, of Product Evaluation Document (P,E.D.), drawing No. 20-176. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7 _LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Waiter A. Tilllt, Jr., P.E. (Florida License No, 44167), President of TiReoo, Inc. (Florida CA-0006719). ..-' '\CENs� -`'� 7,2% ' Tt WATTLE TA��F D:I TILTEGO ADPAON RECORD81 P E. REPORT.20 i GLOBAL P`I01% }N PAT tltlQL'CS, LL00 GALVANIZED STEEL STORM PANEL \DRWGM20-175{fREPORT 9!20.072- ,,(-••. I I -..E.O.I. ::1C11 -11�e CD C cn N _ M (1) U Q C .0 O N c C:)-O ca-a0- .� U � � N = a)-0 =3 M U o -0 -= Fn C o = a) C C)M O LL_ p CU > .- 1- i III- � -0 ._ � U) < 4 Z Z W J COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS 1/4, 2/4, 3/1, 4/4. 5/5, 7/s. GENERAL NOTES: 63) IN (ASE T1AI PRE(:AS: STONE. UR PRECAST CONCRETE PA;EL S. s'JCCO OP WOUO BCNWpS RE FWNI ON ,HE (SCALE 1/2>=17 AKM Fm-=-QML SNAMM IMEL EXISTING WN L. ANCHORS Stink BE LG1KC, ENOOCI To REACH I.IL MAN 51FIVOURE 9EwND SUCI4 PANELS IW/10, 2W/10, 3W/10. 4W/10, 6/5 1 STORM PANEL SHOWN ON THIS PRODUCT EVALW(ION DOCUMENT (PE0) HAE. BEEN VENtlL FOR Cov.,ANFA N ANCHORAGE SHALL BE .5 MENTIONED II & 1) AN' IN B2) - 15196- (TOTAL WR)IN) � - - 15196' (TOTAL WIDTH) _ 5W/10, 6W/11 & 7W/11 ACCORDANCE wGH THE 7020 (71N EDInAN) Cr T.IE FI DP.OA BUILDING CODE :il i(' LAISM _tWD _i N. SPICIRC_.9lATT'_ --235 wn.: _ -. _. 12.500" rErrEnNE WIDTH) 1/4-9 ARCON ANCHORS. AS MAN( AGTOREV BY T W BUCDLA. INC 3' MAX ANC11pi5. FOR COi�RETE 9EE SCHECULL ON SHEETS e k 9 3' MILK 0C5!Ui 'MID LOAC- Sw4E BE DELERMINE'N AS PER SF.G',ON 16900E 7HE AB'JVC YEH !DIVED (.nDF., _ b - - - 6.150' - - FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 - I. M91 FOR A WINO SPEED AS RCDURED By THE L;EwCnGN WHERE THESE SHUTTERS - BE INSTALLCT AND - 114 n PANLUAI E FEMALE ID AND FANE',"TE LJS W('HiW`_•. AS FAN Je ACtURED W ELCO CCNSTT ,-Ttr)N P.,0OLKTS 1/+• - Y 1• V. J FOR A UINECTIGNALII i - ' 4.9 IAA SCREWS PER N U.S. - - ' S00• , -• 500• -' ACTOR Kd-O 65 DING TSCC 7 Lj AND S, ! N16 EXC;EEO THE 4AXW1lIM [AS O) / t - 1 SISo' ` 1.3`,0' .3EIr0 .\-.1.35p• _ 36- ZED TICK - 1.350' - '♦ • O O D 7%16'R v S 6- WIiOf. BUSHING. AS 0,51R:BUTEO By Nl POINT SCFfW. BOLT A SF'fC,ut'y b � ! 1 � _ I --- _ DESIGN PRESSURE RATING$ WOICI'IT.D ON SHEETS 7 THRtI 11. I4 I6, 19 A 2U - / - _ }pp _ _ _ _ _ _ _ IMyt %'�' GILVAMZm S1EE - - -_ - - :Ti / M ORDER 1G VERIFY T,E ABOVi CUNLNItOa,"TIr4iF DESIGN WRHD LOADS DETERYINECI PER ASCE (-r6 C', WNIW4 nRUDED pEhET RA1pN Mt0 HOOD TAPCnN AICHORS >NALL (iE 1 1/?' WC 2' CYAN F-CO PANELM-iE PLUS I j•� _ k 1 .+ J6 `ryp• �'I-T.• ! `., 0 !$TM A_� L ' �]__. D. M.. O. (�). (�) _ _ T__..,_-.- _. ._...-_-____� _ ,_ __.__ T. f. 1 1 .I�� `F�..� SMALL BE FIkSi REvlK1D ;0 A.5.0 DESK!- WIND lCADS BY YJ'_TIPL.t1NL. THEM BY O6 IN DRE'ER i.J NID PANCINALF FFM`UF .0 S 0036 rlw MIC( \ // HEMMED • `q CRALt 50 YN/IYVy� H EED 1aU _ _ _ -Y_ _ ___ _... C� COMPARE TH(yF W/ MAF (xS0) DESIGN PRESSURE RATtaC.S RN^v1GA:_L ON SHEETS . •HRU 1;, !+. 15., ,6, 19 k iO ' / A- •. 2QS7' GALVA7.IIN STEEL �, ` EDGE 7 I • 2'657' G-W GALV !J O� O ® � 0.•} -, C.Ji M,IVAHUM tHRE>LIED PEHETPAT'ON UI' LAC SCREW, W:0 P'C WOOEI FRAME LINI' Stiµl BF. 2' NU IH, A G �' 2 • , HEMMEDIMP '', /STY ED `- ! I. I 'ERREED �., , , _ 1N UHiDEA 1G VERIFY 1HA. ANL.MRS 6N THIS P EC A$ TESTEL WERE Mf t/VEN SIRCSSkU, A SSA INCREASE IN ALLOWABLE PENETRA110N IFI10 Si Uff_0 SHµ. OF CONSIDERED AS PART iYr nH[ REOL'4RED THREADED nf1NCIRATIDN 2 0 ~ EDGE .,( CRAM 50 MINIMUM OLTfi0. A-r -, HCOGE TW .J/) �� A --I •.,/ I ! O STRESS FOR WING LOADS WAS [(N^'L LISTED ,N THEIR ANALYSIS FASTENERS WAC'.NI 1. WOOD HAS BEEN 3ETER4INED IN 'q 'S / G-60 LALV +\ ( 1� -� / I i I R 4 A/ 'a ,- M:CfWD/,NCE WITH h.D i. 2018 C li YR14UY EDGE F.Hti,ANCF '>r lJ'G is PEWS. 1A':J NOUD _VW_ & AS 'NdCATEG iN iNrS DkAAIIMG 1_yETAI A �. I +BSI /' 1 1.])CTAIL A +6.8' \N -W LT= STORM .'ANEL's AUE4UA^Y FCAf IMPACT ANU WIND RESISTANCE HU BEEN VCRIf1EL IN ACCORIWICE WPH SECTA?N !626 OF 1 _ - _ . _ .. _ _ , - - - - _ . -I I a THE ABOVE MENTIONCO CODF AS PER HURRICANE ENGINEtRRN; k TESTIM INC REPORTS 96-569, 96-570 A 96-TKO AND 1.+) WNIMHW-ENLREATof. CF WOOD HJS7mrG 5HN1 OF 5,/9' 1/4• 0-20 SCREWS USED SHµ; fiF I '/2' LONG WHIMUM -- I -1 3 I ' ' soCE '^"\ O- 1 4rVUl0 STUC--0 EAIST ANC, t' MINIMVM .T4p WN L`.. W(Tll NO STUCCO --6.250- L-1, 5p'-J - ... - O i I= FENESTRAOUN TESTING LAB INC REFpRS 12032 k 1112E . AS PROTOCOLS TAS -201 TAS207 AND TAS-703 - - i _ - I= Q AS WELL AS AMERICAN TEST TAB OF SUU1H FLORICA REPORT #0219.01 -09, AS PER TAS 2 . TAS 20; WD 1 - Q V G L• G"O'9 PAS 70! STANDARDS . 5) NN C.4SF THA1 •'RECAST S-(1NE. OR PRECJ , CONCRETE FANGS, STUCCO UP w0DO BOARDS BE FM!ND ON THE LT,SIRN; Q1 STORM PANEL QI END STORM PANEL _ }---I = CC WALL. KICHORS SHµ1 BE LONG ENUVOH TO REACH •Hf IMNI STRUOTUR( BEHIND SUCH PANELS Jr, - 1 ♦ ! - E'V < ALL iLJMINL'V EXTRUSIONS '.r Of 5063-T6 4!Or AND TEMPER i,UNLE%: O'HERWSJ NOTED) SEE SHEET 2 AWA,N(RACE SHNi W AS MENT)ONEC! IN C !I .71 k C 4) TI �16J• - rA i 11 " • ' I I I , �+ = • � m >< 1 ALL ALUMINUM SHEET WIN. USED AT CLOSJRES SHµt HAVE 3.105-HHN ALLOY, ' I1T - -- - `®®®ATE �' I 'I, N (Ul ANT'HOWS, $SAL: BE RCSTAI(ED FOULDWNG ALL Of IHC RECO..fNO1-,1O.S AND SPECIF,C•IIIUNS Of IHE ANJk S MANUFACTURER I250 `' - 2, I87' fO O PAW,IS [NO UP _ +; I R O lI- _ 1/+•F-M. f/4'0-20. .. I I `31 ... _ _ _ _ _ I fV L••, - Nl STEEL SHEET METµ PANELS SINE WVF S'R,N',T, ILAL DUAI,TY Snt1. 0.STV A-6Y3 CRADL k' YY4UY. .-6(? 1E10' _ _ .J50' - _ GLVW12F0 STEEL CfSGw.P 6 PANELS 41Y ALSO ESE INSTALLET; HORTI-(NIµ 1 10L0An,', NFAL,AT-01 DETAILS SHCWN DTI SECI'oN 3 THRrn:GH IC (SHEETS + ! 250' JW 201 SEECS 3IM 9EPoTS _ ; BOLTED , BOLT W/ /8' , 0.1• V1 "T ON W/rY- S65 n !ATCR RUL.LL) w/ if[MMED COLT. I�.10O• I.TIS' ./50'- 'UNBOLTED PANELS ALS w y d O 1HHgpX1H b) EXCEPT 'HAT HEADER' (� A �1 SHALL HUT BE I;Sfn -{ R O F--I�---��--�-1 - _ 55 STUD RIFTED 5.5. STA RMTE➢ _ S � �. S.S.5.5. M.S. ODl1 W/ J/8• . 3/37' r CV _C.sIC Ii , sm' , I 1➢,14 e 10 AaG 1 e I '(SEE SECTIONS AS 1 WNGNUTS o CA OMERt.AP p,7 �[ 1 ALL SCREWS TO 8F STAINLESS ','EEL JO/ CR )If NS SERIES OR CCRM75'ON RESISTANT COATED CARBON STEEL AS PER - 9 IT SHAM EE iHF RESPDn58T TY d THE ',;ONIRN;TOR ,G vf,AIT THE SCIUNDRESS Or THE SIRUCTLN{E wHt R( SHURrR K TD 4R I i�T��ll II, 17 1/7' O.C. 12 `/7' O.C. APPL�..ABLE) , ? Ly CAN 50416 w/ SC br WfSD RRFNGTH ANC` 9C 41, TENSILE $TREIN.'H b SHALL COMPLY W/ IiLON'DA BU"PLING CO(tt At1.LCNCD TO INSURE PAOPEP ANCHORAGE - - .30-CB- 100' ' L. {SEE SECTIONS AS APPLICNILE, Y _ RAGC THee SHUTTER SHA_l CNIr !Y AitACHEO TO COWNia I 09J -Y - - I J 3 d Hr TIE. 9LET,N O)? W.^t7C f/ANt .I SEC NON 74r1 3.Y. 3.375• 1 1.500' 1.5IX1' fAIRGINGE. ` o93' _I{-093' III 2.t25. 1000- So _. _ - E E BOI i0 DL A„AI A-307 CALVMilst STECL. JR ASI 304 5fRN 5 ':'AIN:E'_S STEE_ WITH ,W - ULN-11 "ELD \ -.. L 09]:: DETAIL I 939' 934' i�gF 1 ` _ _ L C SIREN IH IO EACH REGULAR STORM PAN-., WI', IiNCHS OVER 6'-0',,R000H 12 eS PER SECTIONS F 8. 9 k 10 ANC AL-ERNAT� Ow �C150 � -�i� 'I� ':I t25' -I, I 1 l � _ 9W k TOW ON ,WEFTS 6 e •2 RESPECT. R 0. 'I.375• 125'1 I 1251 I � I � EO I V :"" "VEL". SHA._ A _E+ FC AND RE,4'X EICANYT AFENIF,IG RTRUCMNG OWNER OR HEMMED ,I .250-N i 125' ' I 3 3 3 R ANCHORS TO WALL SiHLL (1E AS FtlLLU'MS 'raµY t0 SECINK PANELS OATH APVL'[AaLR REINFORCEMENT DUR NG P(THgGS CYf HURRICANE WARNING R. 0. 3J5" n, I , 771 f.) IO L7(ISTING PC'llEiE(.-CCX{C�!E THE NSTµIJ t'On C(NTRfw Ir,NI 'c TO SEAL,/"iLULK ... SHUTTER ',C'4HOINEN! EEJGES WHICH REMAIN IN IY(NTINUCUS I:TWAC1 OATH > ' -7 � R11 ' - 5- Ma. - T.5p0" _1 Sao*- I I. - t/.'• TAPCON ANCHORS AS MANUTACT'JHID it' • TAN WIEN', IN( IM, 1'c-1'91 11, I TNC BULDINC 'O PTYTNT WIND/RAIN RIIR,JSCN I ISOMETRIC VIEW DETAIL A I � .' � � _._.Z,00G• _ 30'� � i � I � I .5. _ = ,kK N ANi:HUBS. AS MANLU r]I; 2,000• - D.M..®.®.®.+� - -- -- -_. - - __ -- - L IZ .M :�I - -/4' 4 . J/6 ACTJMFG BY DfWALT INCNC I4m. r',. ]UCA! P-IJ ROUNDED CORNEA O ENDS Or PANEL'S ��GG�� " J,/.' SOUC SET WCNCRS, AS DISIRIPUTED 31 Ail 104N1 SII BOLT A SEGALTI CC, 12 STORM PANEL NSTAL.ATION SEWL COW',' -1 SPECS �NLXiLIED N !H< DRAWING PLUS ANC BUILDING AND ZONING RELULATONS Intl R -' - ,j4" • .."Mr, BY THE JURISDICTION WHCRE PERMIT S APP•,IfO IO END LIP W/ HEMMED EDGE .0 - 0' 0 O �0 1 0 ! -- .A 4- ' '� PAL 2 "h" HEADER 3 "U" HEADER 4 dIiGI.E 4 ANGLE WITH STUD 4 ANGLE WiTH N E - I14-1D PANFi]M1F fEMAIF 10 A PWcl 1U'E (•l !c ANiHOPS. 4$ NANUfACTLiPE➢ 0* ELCO fLINS1 kLJC'�UN PgOi*J^c (P) PRE°WELT B• 'HF CNGtM1EFR IS GfNERN: NHC DOES NO' I•RUNCE !NrVRWHDN (N.T $) O O O O ® ®+©,®H 4�B ©O/ � ' � -• C WN f r- I T THIS PSITE St CVAtC F"JN DOCUMENT W (T E D) REVERSE STUD s' tell( 3' A A,i EO ( 5,,- PS•) FORA SITE sPfCh"',C PROJf^T .e wMCRE nrt ;."E .ONU'•IONS OEVA-E FROM THE PCS - - 1/4 2/4. 3/4, 4/4, 5/5, 7/5, - - O - I; a'I Cf TAP-yRIP AW; H(JkS, AS WIC(µ 1l.REV B' .�-FRS CEIRPpRATGr: (• c-J6C0 I - 7 'AERIES 1' MIN T" MIN � V TEE DET IW/10, 2W/101 3W/10, 4W/10, H,1 BASED OTCR IS F RESPCX1519LE E/I THE E L NOT ATT CASE THE INS.VIOO S CIIIH .SIG L17E jAOCI OF iH!S .NOl1'UCT 1/1- A 2/1s 374• 6/5 A1} NININUY EMOLUMENT OF iAPGON ANCHORS INTO POURED INCRETE SFNALL OC ':/+'. :' ION PANELMA7F FS1EA:f 845E0 ON THrc PF.E.. PPOv1L.Ep ME,'SHEHOOES MJf OE'fiATF fA07,I iHr CGNDITOhS D(TAuET1 GN 7111 DOCUMENT -r I 0344' 1YP Top EDGE -.- p96" 371� UBe• - 75p- 5W/10. 6W/11 A 7W/11 p IU AND PANEWLIF PLUS AND 1 1/4` FOR Cr TAP GNIR ANCHORS CLNSTRUCT'AN SAFETY AT SITE IS THE COMRACTORS RESPONURIIIty 1 1 390• OF PANEL Tea I'"- ' , 3t0' - I 1 H ) 25' /.•--70. 30A gags ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS B k 9 _ A: CALK -IN k SOJD-SC: ANCHORS SHALL HE fA+BEDUFU I/8' RTC -Hf 1DLICE17COWITICIE NC EMDEDMENI !110 1, 1 r 'IFTODUCT DAµ ,F VN LOCUMENT WILL BE-GNSIOERF." 'NVAUU IT MOOX.EL ' .3u•0 t , - - SS STUD RNETED TO - FOR WOOD SEE SECTIONS ON SHEETS 10 A 71 1107.1 063' 375- I • "'O' 65fi WO' ANGLE • 12 t/1. CC STULCD SHµL BE pEAY(1TED 1/1- a-10 SfREwS USED $f11AI.1 # '/'[- L!!NC MINIMUM SHOULD STUCCO EYIS. THIS ))) 625' , 3,1 \ ) rN 1 NO I' MiNINUM FOR WALLS W'•TH NQ STUCCOANO MAY 7C HEALED SCREWS (UR µ: tHPFADCD SCREWS W/U H[AD d! SITE ,YE";IC WO>E TS SF NL f4 PPfPAREI RY A FLORIDA WG157FPED ENGINEER 0P ARCJHJECT WYLI WILL PErOME TIE .i1671' - ,BUT WITH WING Nils ENGINEER Or RECORD EE. H ) FOR THE PROJECT AND 'WHO WILL BE RESPONSISL, FOR THE I ! ��VJJ 3�- 1 CRY !, 1 3/3• R.061- 1.671' foe'. . I.500• - f-1PROW-q LSE (Y IHE C ., CNCfIFLLA Oi RECORD AL 11NG AS A 11ELEC;TEO ENGINEER TD TNF 5/,6'0 HOLE fp1 I ,.pD3-?. , 015• REGULAR STORM PANELS '��' &ELEVATION _` IN 045E TIA' PPECIST STONE. PRECR1 rU,NCRETi FANGS. PAVERS. STUCCO OR WING BUM OS BE IONIC, O HI =.EO ENGRNEEk SHALL ,tlBMII T•, TM5 ArIFR THE s:lE SPE C'FK' L*:AWNOS FCR REVIEW STUD U0GT10N AI .BSI]'_ , , --R. 115• I , , , '�• I EXISrNG WALL OR FLODIT, ANCHORS HN BE ..ONG •NOJGH TO REKH THE MAN STRUCTURE BE INU S'JCM N EVE PANEL OVEfiAP _ 080• t PANELS Ah.ICRAOf SEMLL HE AS WICIDNED M 1A, THIS ED S1 BEAR THk DATE AND ORGNAL SEAL &NO SIGNA'JRE OF THE r , ESSIC-L ' 4uI O05 _ _ - - I - - NT.S. A I1 AND 9N A1. /� 2.000' TYP ENGI EER DF PEI`ORF NM' MLEPAREL IT 825-R (H) T • nSUNF Oi REL - GCn WA.L _AaTV. c-99 7 000- O KEY HOLE WASHER _ w w ) - 1/4' R APCON ANCHORS AS WNUF4'TVRED M I W BINLDE,. NC 4 SHUTTER MANUFAC'IU ER'S LADFI SHµ„ HE LOCATE[ MV A RE.AD,�r VISIBLE LGCAOCN AT STORM - - 063 - - © "F" TRACK ANGLE © 3/6 FW TRACK � FLAT PLATED 1/.- M9, GAP PANEL 311,MtR IN KCOROANCT. WITH 'E''T ON 1 :09 S 3 EIf FLORI(M BURDW, CEDE ONE LABEL 2 67' --1 - 1/4- R , 7/8' ^J,l.-IN W,'H(MS. AS MWI,rACT,.!REr' 6Y XII I NL (MIN I 00 P.A. I SHNI BC PLACED TOR EVERY C.PLNINC LABS NG Tn CONI^_, M 4 :-c CTIOl1 17JR R 2 OF ,LE 0,036' (M,n ) 094• /IIf111111A WITH STUD (MRN WRAP -1 WHERE VALLEY' I ' Y 3/4" SM10 SET ANLI- ,- AS "'RIOUT"D BY ALL PORN' (:REw, DEC k SP r„AL" r0 H OPIUA BUILDING CODE GLVWIZED STEEL _3++'0 ALLRH FAA - - i+• `\' rA," (MIN ' 1600 D..,.1 -a ; II .`� F.R A, TI((/'!" TICS Danwmc vuu prq.r rl< VSED To ...., - 1'4 •U ANELMAIE FEMALE 11) AND PANELMA% PLUS ANCHORS. AS MINLFAC UREO 91 LLCO F�OEFUCTICN 15• rDNG I 1 . - ,.•••• ✓9'�.k - - PTn)cuC.s (NN 'c-zD71 p„) 1„INIHIHIIrO CHTAN PERMITS IN THE SITE OF FLC1FdDA ) i l lt.o6s-'l .`t3y1Q;.' \CEN$ - •- - -- ----- -' --- -- - 11- • C. TAR -GRIP ANCHORS. AS MMU -'JRf C. Irr TWJ-FASI '_ORPORAIIDN .H�- A. 7/((� �4 375'. •36.0 875'. I I 1 \• f •• ! 1/4' ` H,HMM -T11a A, J` P l ' FLORIDA BUILDING CODE (High Velocity Hurricane Zone - � 375•'' No. 44167MAIL: ; �\E.. A' (/T N. 81! MIfiIMV4 EMBEDMENT 'rl LARODh WC (NHS. ELE!! PANF.I ANTES ANO Cr !A'-GN'.P NNCHGN I4T0 'ME C E .' �G ' ( 7 625•R eINC txK ,Irer GALE Lu I I/+• e7 P mrzro. We r F ). 1 _ * # * = FLORIDA BUILDING CODE Hi h Velocity Hwricane Zone (� Ai -i 1 1 t� ... EN '••.� = FLORIDA BUILDING CODE (High Vdocil Hurricane Zone 20 GAGE GALVANIZED STEEL STORM PANEL nP BOTTOM \J \• = NO. 4 1 = 0NA1'I er 1 D63' _ _ LWAC NICKEL EDGE � PAafl - STATE OF -- Q ' Imo TL_ MC 9.71 CAL, 'N R SCAIO-EiL'I ANCHORS r1A1 EY EMBEDDED '/8' IN'D 'HE I,DNCRITT R.GCK Iwr NO EM 57 S 250' PLAlEO WR1G NUT • AM f 20 GAGE GALVANIZED STEEL STORM PANEL r, °sOJp Ti1fD' 20 GAGE GALVANIZED STEEL STDRM PANEL F.P INTO 1=CC '1l'•�L BE PERMIiTFD •4' a-20 SCREWS U5E> 9" - 0)/W7a7o , '� •. ►• +{r +T aaRW1 m: - - .u_ BE 12' LONG. VINI,ALM ..Htlu:; C4vc(.D GLOBAL PROTECTION PRODUCTS. LLC.; - - 'I'H _ _ 7g7s" © KEY HOLE ? �.r�,;. •LOg1D�. �iN / NO 44167 : * s ow,aN sf- EX15T. AN:) I' uRINnJM FOR waLa tv.T"( NG sTvc_D ' �' STAT F ---T-.. • - IL E C O kNc '"rz I.o�• AT PANEL /y ! �. IGL08AL PROTECTK)N PRODUCTSF LLC. o' a'° SECTION A -A- * : ' _ �/!6/1O� 9•. 0 J -F- .Boo 5» e1 s*sm D - $ �= ? I 0 •., A(OR 01 � � v TIILLIT AA iam4¢Rla�a ncow.a: a� (9a+ m Lrsw+`. iR'.Y'Irom rear-6.9, I 20-176 --- , rAf N l'Ailiku�� � I�O EMe \� N.T<. : ro'. Alt: � ��''' 1=ILL E Ci O EMt '•\ GLOBAL PROTECTION PRODUCTS. LLC. urz ,,,Fss� .... In i P° Hal ..: M __ DRA.nc u ® Z rX7wX 1 �4" u EwaAttui. sE w NL NV w/an rr .. _ '� 1 nVINK, MY +eon sw. st smaT q 4 DNA E ,+ .,A/SLK-NRt/'JAn all "'A" x7 9 PE" MR ALUMINUM ANGLE DHOW RC WASHER W/ ADp SOMA Y "� " ee IR.- a�'WM1o»dHM°ma l Pea: (as. i5u. Ru't (9s 7Y9-rnT 20-176-�D'•.., ORI TM.: TILUT halo A ENangaw6 CORK my aWE, a v]14 Ar 1N RF �. '.1' L,6; M MRLT • A N • 7/a•OJ/]2. 1KL9'LA (STANlESS n,-- pV n'__ IIDR n+ - �_ M ��� S ., 4II0` 1 R. M lM. wr w1°OR r. LIM FhUNE (MIN09'73H6, fM: (9M7etl-6'R7 20 WRAC v F r -- 1 m1 .• - TRN In STEE OR 4[%Et pLATm STEEL) i[ 9rM/9OM•LMQ/DATE w4.TFAG�°TI°OEAIf I�., PC 1T_w - - A/IN1 Nµ/9T+•Url#f/tYTE a ,W,T19 1ST ,1. a11¢T 2 a M I III/ .ALTO, AFREA Ri, W taP)E - r- 3 rN ri CIA" DEC I INSTALLATION DETAILS FOR REGULAR PANELS':' & JA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CoNCe,E AafJaRs CONCRETE ANCROWS _ � \. (TEE sIe➢uLE DR i SHEETs a ,Hnmi;R 9) COW" A O'KAF sc1'ETUL oN m a ,HR000, 9) 1-", 1KAYW.�7( 9) - to n Ex15/9N G TOURED 1.� I CONCRETE REWRRD. - 1 :t J COhiAEE AvpgaS(SEE (sm Sc.c➢ulE w . 4 i si`(V a 1WIOUCFI 9� �j « - M,n - ( _ 1 EXFTEREo�i/01RED. 1 (4 %'SH rt _/-' s3 -1 '%-s/s-u S.As6�n I E 1 IC L� /1 /A. yw ` / 1 • wn. _ ,. 171 .1' '4C1/4 ' I Ctistmio -0L.CD E 0 I II REWIRED ) I �! `l o I I 1 I ' I I` HD �\ F-D_ TO % CONCRETE REOLMEED. I y I f .I `. IiT f D `.� - 1 Y'�M1 Y�WH , I 1 s -,,P' /9'R F 1 1 ! IA 1 I S _ I I�� ,I i N. 1 Xi �� ; i _. t yr- ( O Oz1) W J a. am F i O I� ,.. aAR, 1 r � I 1 + I I I I ra 3c.ImIAE I I e 1 12 I/r CC I I YEWaT Sn0 e I e srP�-AE I N0t a __ I(1,) �=,.- _ 1 i i n - 1 ; N ;Fa R us�Am_m I 1.- 1- ,"T' b', - I 1/i 11 I I E § I K! I a Pa 64� I. f N TPSTWC 1 : 1 1. i I 1 I I I I u I t 1 f F q I t i i !- O 1 I ( 1., i i Ii FXISThG POURED E D /([/([ I i1I CONCRETE OR ;vICKLI/JY tMG NTT e CONCRETE BLOCK (CWIW sno 0 v � Iy pp 3 I I 1 'sJ' I I 1 i I 1 i 1 I 71.,-, 3i' 3 KING - I �41 7 i 1 Mfi� e I I i +' 1 1 I (( I 10 I "6: { I §t �'• 11 ' i C, r P, i I 1 E 0 11 I ( I CONCRG PDL7fRD (( 1 CONCRETE OR :-11 Pam_.- LONCRETF 3I I I i 1 t, IC I I I ( _ 7_s^�F/3r i r 1 i nERN 5"'z`Ttne• .. • C I E 7,9'w1T 1] :/7' °.c p 1 1Enrt WE e r. 'Ji Li' w - I IT -,, III . - '2 '.7' OE FIGURED Ea -1 : . CONCRETE I CORCRETE OR I - CONCRETE BLOCK-$�--�� • RFOWRED , ,7'/7'GC. _ _ :' I i ]. 1 . ,' ... • YT REOLNPED 1 'T i BLOCK Er. REWIRED --- R.s�i'�--' /a• -'YP _ 959 I I EXISTING POURED • YNI.- / - • 4" CONCRETE A. rANCRSTC ANCNMZ '--E D. CONNCAEE -1.0R6 I '.,4 Pu 1 /1�1• C��E 1`4 R• t, _-/. w.O $TAfARED e' TtLq - 4 r.,.. a 7 / ,+!)' O e>1 (SEE SCF[DUIE ON Sas (SEE SCMDVIE OR R R I tin HSI1 I10 , (TEE SOKWLC ON SANS a 4.9C (SEE ScI®EAE ON SHEETS IF TRwCR 0) S.Cm 0 THROPOH 0) SREES a "CuOR 0) sHEER a T-0- 9) WALL MQUINITING CEILING AIJIffi MOUNTING SCALE 3/8-T• BUILD J,ej MOUNTING SFALE 3/e-" ALTERNATE ,PUILD OUT MQUIIITING SCALE 3/e-1• I I I I I I I aI SaeD,aE 1 tg E.D. - EDGE DISTANCE (SEE SCHEDULE ON '�»aaAnoN I I 'J Y� TO SHEETS B A 9) °tAt"- I I d I I 1 : I,d i ■I SRa 0 it&&& ( R, I IrIF NOTE [QR CDMBrNATIQPLQf�LCAQNS I ! I rn•N-,N�'� I ;_1 TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY I I ,AM511111111E/1f17Af A:, r/((��y-,y INSTALLATION J r,.`P�'\EP r y� ,. ,H>DMRED ',,,* VCEN$ •;✓9s F EXISI11r,: ? FLORIDA BUILDING CODE (High Velocl Hurricane Zone) _ acol"Rm -3f. CO%CAETEDANCHORS ` - * q4767 s .'t97o RTErb. 'K. 20 GAGE GALVANIZED STEEL STORY PANEL Y1 BY tSEt SCMEWUE ON SIHEfTS aTHROUGH 9) �:• _'�'• *� i)o-_ TATE -F _ - 'y `F - m/a/tma GLOBAL PROTECTION PRODUCTSN LLC. ,,E I L E C O CEILING Alp OR MOUNTING OflIDt` I Nc \ Neon sR m s REE 'KA / "a'N9LE '2ozs rlwt w aowR..eICIEFIRMICT aCOf11�v'4iae 1maR: 195-7t9s-CAMEi5-e, K (9s+kn-97R7 1. 20-176 �Rn._I= SCALE 7/eat• EEF11mm-fnAR. ' r.L ..Fs,.T,_,4' CA-oCCIII'9 aMRART N. RFLTER A II LP . P l - - m fare . a ri a u .1.7 INSTALLATION DETAILS FOR REGULAR PANELS'L & tt-6 DO CLOSURES DETAILS FOR INSTALLATION IN POURED G INTO EXISTING POURED CONCRETE CMA_RN OR PANFII.TE ID. OR CONCRETE BLOCK STRUCTURES - ',/,,t' /,� �9ryN�{� [� �� �y VAUD FOR REGULAR- UEL SFYGI I LIM OR WO � /��� ♦��L y�}�9� AND E-Z HANG STVRM PAN! SIJICJ4 T!% PAIELAATE Plus OR C LAP �aoR :.VY COMCRETE ANCHORS 1 7• it RRi• f' OC '4Q SC1C0(Ad oa SHEET a • 9) i• t�e2T3SC7 BOA ') w - - MR, lie' I i I i f -' 1 - li �'. M9.. I wNCVItSIf.ING PaREO I I ' WOUIREV E.D i I IY. E.p l4f II j� 1 Imo. C��11JJee.1�,4TT I M.Ln'iN .:' `\ r . I. minewi. I `� - I i ��a.1 EJUSFINC ROARED T I ; I: a'jT' 'YAKS Y r r. c. L az IN. 1 I I I;, 1, CONCRETE DR I 1 CONCRETE BLOCK I 1 1 - �•'.1 ANn I.n -H»I -q- .,, :1 ;.=rE•�-- '� I-TN:.1 REWCRED. 1 1 ; - Ro � I I I � I I - - - - - CASE A (LAN) tQe 17K ! ,;?:�* `s�I�: - I z SCALE 3/16-,' s. P R/WPRM1 .SF I 8 CASE B (Pled) ! ik :, :I- is / R AI i i 114,1I2 I -I _I ,X/r SCALE ]/16-1- p .-! ! I v"wR° i lu, �. I I I /( w aaT eE I I ( , I.) FPR MM. IiP' aK9t-' - ,E2vi I ( W L_ N, _ !6 -1 I I I sw m aAs I 1-i I I - q,w T�§- 'r•«e .' i v' PL"•\ 1 715r'! - I -,I F7 -Cx aia is _ R' � a_ , I `m, e Y m anR° ,-H a _ u mIH- XI'l ' M1' r.4A' , o q„SS 1 I I I I I . T. RM TQ IW'Owu ,s IRrAe'R, I I I 11::': I.s //�\ -_J' 1 1 I 1 C D I I.'/",c�I!33- r I 1 I I i -1-- ,tin :'.i"o":, N'�'.- r ,/. ' MA- w . - - - - = =L. II ® a M' IIamI�rYIR EX6IWG POURED I OR i t � ,' i C1SC C ^awET I RfWWLb I I X.1 E D EST ,'STING POURED 1 (PLAN) SCALE )/16-,' C (I' _ CASE D (PLAN) I CONCRETE LR , SCALE 3/16-1- I I ±_ ` -/ CNN..RH OµiAISLAAT[ _ CONCRETE BLOCK -� - CONCRETE 1''11y- i6 RCW,RED . 1/1• -_- fYAR »/ lAv.3/,r N11 f ' L _ 1 ' -.3/4• NRe a 4. 6 A-MRP lvora IIII. - -PI MIrRn AtOwn zx J= m,aFN, per, Ha,R+ - IFa rMlrut ®j�NVI a '.HI. OA s°pofD.M. I ea aQN W FIT L A D ANDETMA1T hus (A CC M-DRIP CDNCR(TC A-K,IORS t 4) "'� (� SCIED-AE ON _,_ _ = = . =M li gt SCWAKLS ON SNQ 5 6 OliouG! .1 C - SCALE 3/9-l' SCALE 3/e-,' -..YR. 'MLR. CIRURAP N9YOW'� iol_- oFON-R WYK) :_f i-0 I ' --- , -o •&Y nmm =-, ODPEENNING EXISTING • NEW I' WIDE - VARIES . I/e' E.D. EDGE DISTANCE r, (W J 19 Nw BURRN m,N,RyR THCA AVM. NBE oR ,• . (SEE SCHEDULE ON ' I CASE F (fLAtf) NG 51VCC0,/ PT WOOD PLATC $PAC_R 1 1 SHEETS 8 $ 9) SCALEJ/16-1-,'WOO BAND• W" WIDE -VARIES , 1/8- 1J R`T"E,,OOD II. ILUM c FQRfIC.N ofI - TUBE OR I- . VARIES PLATE SPACER .. • BFwND TaA15r Ir I TOP A BOTTOM MOUNTINGS GAN DE I COMBINED IN ANY WAY TO SUIT 77((�� • •' -( ( tthTKDu -T I ,NSTALLATION ANY CASE f (PUN) SUIE 3/t6-1- -- --y-t -- SHEETS a 'IRDW- 9) I %K-r Canl �'''..• =- - '•. fAf ✓ L'--_----` -- -CONCRETE M"...5-.-; - - EXtSTINC POURED A• � . EP' . s CONCRETE OP. WYL SPACnH LFNCIH 6 6• FLORIDA BUILDING CODE (High VelocityHurricane Zone LSO: �1AL I 12' ALT, PK - R A e) 3. MCI. CONCRETE BLOCK - -ITAUNNENEINC A•P, r'1 TIT REOURED MAER S - - ' No 44167 _ mlErn. 20 GAGE GALVANIZED STEEL STORY PANEL (P - 9, X� $EsFT10N X-Xz TA Ty SCA E 3/e-' _ o . 5 TE 0� _-_ - - I L E C O '\ LOBAL PROTECTK)N PRODUCTS, LLC. °'"'D TL'�10 DETAIL FOR SPACERS REQUIRED @QTiOM TRACKS ADJACENT TO AT TOP OR = 9'•. , I99a . no iW, b STREET ''•.0-/''' RIO►• •ALA qr�--Z0-4� Iit>n f�Ttao a m "rERINfi cowAw IMME. n. ten. STUCCO/WOOD BANGS .�� F • ,yR-e-ma N AI. P`0Nc (e64)6M-le CAA (ee )7 -an 20-176 . �.-`. ry Lis' � .;-L 2 .Ih [ '+-s N.q -~_Iw oft -io, CA-0006719 /,,MfNIT . ! eR . NRINI-»► a OAN'e10 N, ,,{EA 11„NMIEIW'" 4: /SIG,NTJRClDATC RMLTER A. nLul 11.1 PS 01a0- a,6) .v n-14 9KR 5 a „ INSTALLATIQN DETAILS FOR REGULAR PANELS i t,, & i1�4 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES WdbRS FOR CONCRETE TEE SCHEDULE ON SHEET 9 -POURED CONCRETE POVRED CONCRETE POLWO CONCRETE _ _ FOR WDDO SEE SECTIONS ON SHEET 72 OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK 3- Mo, 3' MOW 2.8E REQUIREDREOURPED ( sOiro," oN WRTEY 9) CONCRETE ANCHDRS (SEE somma ON SKEET 9) REWatEp CONCRETE ANC-10R5 (SEE SCIRovLE ON S-M O) I' Mn - r • M:n. , (NAN OVDW'- t wNRE VwI1EY') 9, 9, 16.{�I217W12 _ ._ M Ao W/U M. 1Ir- i I I Eb ED ED _ _ 1 _ I a I YAX i tt IE i R' jj ...:.A. SS SOLVE »/ i f. S �R), I 1 I 1 ,0 1 , •AiA1� i +. � • EKE e , 1 • ; , i . . I y C_I PRK-� - I Ao a,� � " 9N I . ' ' ��;.4' I i tjw I A ": I N TIN-.--,• +I .,A ISe0lt$ R/ I 1 ? I',; 1, 32' T !� a7• wRNc NN • FACM. ' 1 I,IA•» MI, !i' li5 IRIX',�'. "�' i i aoc . 1 X rrW�G K;1f eFAOI , _ ;,/H'a-2a,' i IFS SOL. . i yN Tro' ]/3,, 1 i 0 Rerc N.IT •FIGS y iI I I j Of " I I I ALA•• I I I j i �� Imo. y FAP :;ZL; i I V, I j' I H I i 3 I :' -L ___- -_ __ -_ r..-._i I-- _ I 1 9, 9. a 9W13 WE, 3' M.. I '_= O�i. ��]} "I'' MAX I Sot CCVIT OF L' y MAK 1 4 /'4__�_ pI,51Wp aw4s--' i I I SOi i OF 'L- I i MAI, 3• w<.. D.Y.. ®a' SB NW0 t' MR, M4, ANCHORS CONCRETESCHEDULEON B ULEON L _ _ FFOP OR WOOD TEE SEE S IpET ED "`'E"E""Y' E E REGULAR STORM PANELS i b ` dE ®, ELEVATION __-T IN•ITTLA) G.c 12 I ' , L t £ ' II4• IIAA. CAP I . I 7.67'�, I'M/a+• 11 1; 4Y-20X]/+' s,s BOLT 7/8'.]/32' WING NLrt _. f ' (A<H 13LFRM.IWWI.f !NUEY)7-+1W/ _ _ _ _.._ .. _. _.. -. _ _ ' 0 12 1/2' D.C. CONCRETE ANCHORS L M400 rt ANCHORS 51-OOERm CONCRETE ANCHORS (SET SCHEDULE ON (Sir 9�� ON 1/4' MAR J w/ STUD (SCE SCI®ULL ON S.U, °) SKI' 9) L'O �TF BOCK OR 60NCRETE 9, OR "WRIT, CONCRETE OR R"Fp M, BLOCK SECTION A -A (Tvo.) SCALE 3/32': ' F EOIARm REaaRm DIRECT A I00 WA MOUNTING SECTION 8 DIRECT ANR WA UNITING SECTION 9 DIRE -MOUNTIN SECTION 10 SCALE 3/5-1• SCALE 3/e-1' SCALE jiAft IMNNAA A' T'4It W'. .� �`:p g y�e.. �GEN$ '-• '-. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Ns2TE FOR CONI0LM IQly.1lE SEA-"T!LM'!S' No 44167 c - I LACE. We 20 GAGE GALVANIZED STEEL STORM PANEL DRyr',P. R., E.D. - EDGE DISTANCE ON _ _ _ * .' _ mris/Eo]9 (SEE SCHEDULE SHEET 9) TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY S TE O� __I - �' IK �� 'so;l iGLABAL PROTECTION PRODUCTS, I.I.C. 1 L E C O INc \ I ARCAMELCO SW � an. INSTALLATION. zl.'., J R 10 ..ram' E'' i51 11L1It TEftnq • nE9aF[ERnro Co-. ► 3a - - •I .I. a,ue FA ZD-1 76 4,W,SSN ")M-,-, (93-k6o- n, - NMSRNG Nr. /41)NTURM'R Ili G-0006T,F -�•W NNfN HALTER A nun ,,, .E w'1-"] P V ix N16T 9 E R 29 CIO ^-ii.....\\/ (1) ^W a) i -+--a 4__J C/) =) O C/) CL CL a) U O CIO L_ 0- 0 (1) el eel♦ ' V I W W Q Z Z Q J a SHEET NO. SH 1.0. I II I I -.: - 1 I ' 1 I I.- I "LL! .I 'I I 1' 1 I _ _ - _ - _ -I- I _ 11 I' E I I. f I ' 1III I ' 11 [ 1 I'll I I 1-A_ _ IL ' LI _L I 1 L- - 1� - I -- - I--[ 1 1 _J 1 .. I ._ L11 I I I I 11 I I 11111l1" _ I I -- I - I - L11__ I' 1,111! i I M INIC"O's , > . , �/S °" °"" WALL AND FLOOR MOUNTING INSTALLATION FOR O�OM .A"LLEw"'BL� R=- mNr>rrE ANooIB a -55A ...T_ -72.0 .•1. (m WNmUCE aH SPLIT PANELS Y — .bcc rm BO`AAAE CA- RQT .. 1)fi_"� - a' - -- �" esn a 6 .) +'' �. IP I�w . aA TOURED I" , - y--�- Y`.Y"�'_a' - _ I. - �M.n1:A4 .-a• . T-7-1 ._-- — - DaI,E,E/ I �i045- 1 �'7�?1'T�'^j� ITj� T ' EIT�111'j ' \-+.1. ® n" ma 4 a -, � c-, l�• Y' R"' ' �6aTr0YJ ' I L I 1 a 1 1 1r 1-'{� �. -� 1 1.Ik \ / / 211 •T r. I II• cN r4_-:i'nrmlw can 2 i I I ' ) I 1 I 2 %-, t 1 I __ L])rs/ar• Twca A. I' I! I 1 I !� I eLRod ./ x 1/r c=Ya I I (CDaE DF BLG I ® M- TD41WON.,10 2) ./,sY tAPCON a' 6 ANH1018LE -� I• -) ... - L i.4 F- mA4tER aA afoot r. 61RODI a/ 2 I/4' ! I i ! I i I E I I I I I NlID soa ,\ nw 111- ON - 1 ! 1 I I 1 1 t/2' __ ,,-- -' aNA0lIt o« apart A4N. E D. X� _ am 1 I I I 1 I I! - I 1 .t L_ I, I 1� ' I 1 I I Et16Naw SE�'WWl.lt-CAT I I ,1v 1Fit W i''�� �` I �-1-+ ```1 :, ,AT"A" o,.••® I I SCILLE: 1/{ : I. DETAIL t �ALi; 1 4 1 I, ' 1 1 I 1 H I ' gTOPN nw�5 J '' / `�T TT .-+.�_.Tf-'T',� : ,+� , ' _..-__-(n" OFS14N -0• r. wn , ` , t- — = amlat o• . ! •'r-' , Q TER. I i/®.ia/� f I ��-�� �:���y,."', soax-n N,a I'pn'a`.. i'�i�+F�Ac Y°"aino -� . I I i I 1 I - I T . ) I I! 1 I I cns. e .• OG H !YS SC w W fK{ S.,QTJ r . I I. 1! j I! j I I I I I 1' I II I I I I I I ! i 1 ':, I I' i II -f I11b. _ I I 1 j I I II Ii ,•.3 .. '�7wanF°c n'�� '- �r —1i �w 1 I I I E I q i !, I I ,re�.10 lI 1,, I" 0 r o c 'melEa "1 asoM ; I I ' ! I I ! �I I ! ! NNfpOL .o`oR sca I 1� ! 1 T Ip \`�ra.rc 6Loa I� I I I! i I!! I 1 I i I 1 , I 1 PAT" x PI�a)9af M l PAINET1 .''a MITI �_ I I- T - i oF.xoPnowa fi- - 1 1.1 Z Iq q I I - I - J. -.i 1 I 13 ' I i I ---- I r.r., .W-r --� ` ;1 ! I - I .i. i IA,w Oaf I , I r _A� x . a. Tilt. \'_� ` 7 (M-ra}a+i .on^ > '� _ _ -/, 11 2. - woes YNw Ira Ntuc« salmtyr ' , I ` ELEVATION SECTION Y-Y SPUR STORM PANEL ELEVATION YMui 1 ) 1 SCALE '/---I- n�.n ' SCALE I/.•-" w =1Fi SCALE 1/8•-I• 1 f I I .a lAfi (NAB, CO TANIA) UU110I SCHEDULE I �m___ 1L 1 OONcrT xHPTaNs I, 'S 1 IAI ; a .. ! Pl I( C--I I a��w PAIN N/a a' Mw PAT[L t 11 LINDENaOE#GHI PIr6AMC NTrP`l� K wy5a Nl.. 7]a Pal. .0.4I TE NG•OR6 .. A�---��� s¢ TacTUTs I. 3. a . TIN 94M e . IOI-,-----6Fi - r0.. MULLION SPAN (11) ' REOuetFD Mln. NBE MULLION - 4 .'-a• 2' . J . 1/8' L. 5'-I• TO a' -,a. 2• . 51. "I'.. > e'-TO• To w-O' 2' . a' . 1/8" • SPN*K AAW FOR ASD. DESIGN PRESSURE RATING. IMAPyITO 5T55UDp,A fl -720 v.f •• ILEL 1 )E5'S700 EM'S � ORIENTED ,SECTION 1 SCALE 3/8.,• NOTE: AW"TON CAN ALSO BE INSTALLED W/o STORM PANELS ON TOP OR BOTTOM SO THAT a 15 LOCATED AT TOP OR BOTTOM OF OPENING. (ONE PAEl OPOaRO W/ TUBETOP a BOTTOM) INSTALLATION DETAILS FOR REGULAR PANELS11, & j§ INTO EXISTING W00D STRUCTURES �., w ANINART ,sE —IT"-- l Ira 1: ua rx1N • r u •/ ,1f1,/Y Pwl III .NrH 1 - I' �1 f vn LN:.sas • r er ti I -- - I �I / 1 Ma - a roc IMdW]WO /w,0,INN fi „ w n.rwm AITRrMIW. 1 "DNns ..=r _• ' �•-r-ss�n I. i) I---G -�-- t /x• NAaMm .ocNnAN "T m Lvn:o-"P.ovAN /= a,EAsm +aR11W I•----T �� 1 / 1.1,n•(w)".' +.. y nI.a `wA'ULa m t NI°.wEN/,w TN.olnaln/ ��lITI I wI_-)•.... I I I !.__�.,.IA. 1 ,I-• I I L:11 fam•= i!,• I •'A'T''NP' of MW.Nm� j_ I .ql+ L rIs=A;b .,or.c- w-. -- I ,6 ;=L.,'a• 011- I I.mo fNa i - m®�" i -t 1., F`■I'! I I _.�'' I T e I _� } B -1, +a lomAl )' - w'•�•evMM'a1a� I 1 E .em,� 1 Y I Iwwo �I.I I � FLU ,t q.1�'a 1q1 '', ,- ; ,P SHOE I I `11 _4 I -�� N .sImNII >P,mNE I - --T> io am I ` I + W�YI/ TIf11LL_liQLll� I I ( I ¢ I I iNWAL��NA��3W wZ �'- I r r' P I srxc 1/4' - t' lNW".I+: I IRA I M N• ac I ,-Yxn , Yr .om eRu -1 I ' -11 - - BUILD -GILT MOUNTING INSTALLATION - ALTERNATIVE / W e,Mn i I ,/.•.MR,AWm•r.< APT, "I °rr�-'b. ®nn M. IrT_ a . - /.• Lw safe . r ...--- —x• .;P,'(1�. a D" �w a - - ''��� . SCALE: 1/4' - 1' I I I CEDING It FLOOR MOUNTLNG WALL a iLEIU+R MOUNTING MQUNT]ING INSTALLATION - ALTERNATIVE LW (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX. INSTALLATIONS - ALTERNATTVE 5W SCALE: ,/e - 1' MISTALLATALL N - ALTERNATIVE 2W AS.D. DESIGN PRESSURE RATING) SCALE: i/4' - 1' SCALE 1/4' . 1' n. Mm ANT, • It Ills T '- I Y•r ,rm lttd '6%r.4 - ___ ai .: LJ D__1 NOTES AMIIIIIAIINNf IN 11 iiIt"", FJ.�Lii dou G MMMM����� SCALE 114• - I• t. INSTALlAT10N5 ARE ONLY vAUD FOR BUILDINGS WITH A.$.O DESIGN LOADS PANELS TO B'-8' +9 �,'�_ . ., %✓ y '•'Q' UP TO +55.5. -72.0 p F.f. AND LENGTH 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD UP MEMBERS TO BE SOUTHERN �Q.•' VCENr7�*. FLORIDA BUILDING r.TEm. CODE Ni h Velod1 Hurricone Zone PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL NO.ax�o -- "` 20 GAGE GALVANIZED STEEL STORM PANEL FP 0RA4N W. !QTE_FDR_GGMBINAnON OF SECIONS: 9; STTo t GLOBAL PROTECTION DUCTST TLC. NIL E�COLN� " TOP t4 BOTTOM MOUNTINGS CAN BE COMBINED ANY WAY TO SCAR ANY �� I. At C 1 �' 2_, 2 •i�eS "- .G a / TALIr IEf,MI01` U,a coMPAMr _ --aAl _ H .Pr ...."It, D.K. •L -1. '..). -7S.e. - IOS.)ee6-67a7 20-176 IN INSTALLATION. r SYLO 'A1. s h'INII _ n.., c1Ml'n_a6 , arl To'-.1 ..��1m.1 Te.R. ORMANA, w. r #0004=A1MaM'TMEb•'R NAtER A TKU' J.. PC .La ,*•'u aNG •.,ei - - - N 10 aF » MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE rump Naar Fat wNndil .(i] alcTm"Irvis As - ITF— , Tlmt In nN •DMrrt 4 A A, .1 WWANNNI .S.D. w. P,1N(� )LENerN waver SENTsItwN 'wG (V-PEN'11 - ls¢ 5[Cr,DNs) TO 4/SS vm#L i Cd'8n'8U yP��IWE AN, ro 5[emNs F Dr TE4 ,555. -7T-0 !-' S' a �S ,AIBOLTED T1aU S • ] . SS —5-12 0-! >T_5' ID r-a' W. — -I}- i 3 ;7.-.! UNBOLttO 1'!� , ,1"U 5 a F -MO. -72 a i a'-r TO I,'-2' um ] ,/2' • BD1R0 m 1pE#GTi S APRUNIF I 6 - . a3.e. -00 2'-' °R LESS 3 i/2' , 6 M ! 6, a a ,a BOLTD ./ 1/4-0-20.1- 55 ITS . RANGUT A OWgAP A N"EIIC,11 OF PANEL (VALIQ ONLY FOR PANESO)a BA INSTALLATIONS AS PER SECTIONS I THRU 7. ON SHEETS 4. 51 NAMA As ,N,rAr ANCOIA SPACING FIAT EO - 3 I/Y - ➢l[ N_ _ SECTONS I . ' IIAANUY PANEL DPCON a TM -GRIP CMA-N PNEIYATE ApANE a PANILYATE PLUS PRESSIAE RATING Iva 1) To co"ATt I TO- ' t acI mil[ 1 lO CONCJI[TE aMC.n1 [ CO To co1NCRRC I COSIER , TO TO CONcTrTE i fXIAP « ICTC !O CONPITE -Tp CONCRETE BLOCK ANY COMENOTON LENGTH :' (R.) at nEy 8• N/A N/A I M/A a• �--,/--- a• NfA 6• W,, (TOE.)6' -a 5' _ N/A _ 1 N/A 6• -- - a' e• -y____- r ___-.}_. 6' (BOTTOM) ' -1 I 6- -+ N/A -- N. a' i M/A a' I N/A r I N/A 7 (laJ e• N/A NJA N/A a- -- I NIA 5' NJA 5--1 N/A - 2 (BOTION) ' •SS 5, -12 O OR LESS � N/A �. N/A _ - N/A ___ 6' _ JA a' N/A e i N/A 3 a a (TOP) 1 _ R Y a+ L[S5 r 5• I N/A x/A r 6' N. Er I. 3 (a0r1ON1 r �a' 6• N/A N/I N/A 6• N/A a• 1 N/A a' I N/A 7 D� 6' S- _NJA N/A ._ _ 6--1 - A. 6' 4• - - r a 4 a I (BOTTOM) !. I I N/A W. I IT I/2' 1. t/•/a' 12 1/2' 1 6 I/IV a 1/• ! 6 ,/: 6 v.- i s IJt- 5 aw/90n0N; SEE SNO:IS ,o • I No ANGIaS TINE A SNL•IG FOR INSTALLATIONS NIO "To "PIE HIDING MNNUL, ANCHOR IMPACTS AND Me1rDIN EDGE ain4CE Alit INDICATED OIL 1HB SCHEDULE FOR To LESS THAN .IDE,ATED ON SCHEDULE REDUCE ANCHOR SPACING BY MUT. TNC SPNCNT. SHORN ON SCHED,UE BY INC i°LLONTG FACTORS la THIS OPERATION TO BE POSSIBLE. REDUCED SPACING DBTAMCD ,ANC rA-TOR SEAL WI BE Les TWIN YNMW SPAGMG NO:CII E ,a EACH M.Cqe nPE AT ANTICAM L2otND. P /.I 1/at •. 1O/{-E'./I.t• AI7TTK "APID>YR6 n u1WaM YT I as rI .w r l �x -_ >,_ AN^ BL ■T� TM / ——� - > - - 1 - d___:_ -1/4 -- ` a.•`1 j¢ A. Tl/' c 3? ' L\CENSe• .9 :' No. 4167 Till; * i *.ISrM AOW.IOAT FLORIDA BUILDING CODE (Ml h Velocity HurAcons Zon# a am A LI - 20 GAGE GALVANIZED STEEL STORM PANEL 4 11 DRANT m GLOBAL PROTECTION PRODUCTS. LLC. "'aka L E C O CAME, `L XMI.. T HOE` ETI.I EERM COMPANY 20-176 e4Ra4.rn,r B Tri ,i m - ON n, , MOTE (sa4)M-P3.5. FA%� (65F)ee..-!m r1'" I - I.v rA-am67iP ,' A hill > . i'E DAI.,rO HA. #,EEL . ar to INSTALLATION DETAILS FOR REGULAR PANELS i, } 1/.- HD . S/a• LOAD BIPAss BUSHING ./ a e D.C. "'n li __ PMNLt LET.a>H5 LN ro 5-0' "roc ,p• o.c. UENI2 G To AIR a INTO EXISTING WOOD STRUCTURES PATH LEND" F AF TO r-B• ARP.. DR /T4-,0 FDA" I PNIELWR PUNS • P2 1/2' 0 RT I 1 I - 1I 1/2' O. C WHE , I/2' MCI. THREADED 1O HEADER FOR All LfNOIII$ V Po I I r-a' j to e'-e' w. '; I, _ I/•/�] uIa.nwINICA,, . TI 4.c « TO'ONa1,G wOm !' i'. i , 1 i- 1 I ' wax I ` 44/1 » - �0 S ';.1 "' B e I I Ll I 4 III I 1 I EDi I EQi __ -� - _ ,� ! EOI I i� ti:l �\ E°t EOt _ 1 i I I .. I KOTIRFD 1 '.0 - Wm0 HGIm1 Rtaam 1 I 4 - I O� . ; 'r- �� g -4- R� ouan -4- I L-- -- Y 9 �����t W ALTERNATIVE 2W T--_ t :' '� I __� ---.r __ - -- -- --� STATE 3/8-0 _ -; SCALE 3/8-1- _ --4 SR SCTEpAF� I SEE scHaDI.E ON s w a 1 I - Fa Ion sEPNUTON I (In'..I a. slw a I !, FaR IRA I Two aHAss'N To CUTS& I 1 I �a.la M)f i I 1. ,%1t7"• o.F. `� P EDI I EO 1 / I EON I ,..I I 1 > To; 1 -__ r I ao EOA 1 EO I FDIF01 I I I/1- EDI --_- j {�� _. 1 -.._i_� -_. 1 E01 t - . - � --1.75a' - - �eil3 I \ .II I rt IJ: ,.D.. Us' Lac BRASS ITU5H62 -w/ I/e._2D.2'ss MS a e ,/e OC FOR PAID ltIOlTAS w TO s'-r AND IT 1 ! I 1 I 11� \ �iJJr `•.i3Y \ 4ANa.�e r➢LI 40 o•+A I 1 ap,� NORD PLATE) ' . , IT I 1/•' a FOR LENGTHS UP ro a'-e' Mr.. YN' HAIC OR /14-10 PAKEUMAR FEMALE O OR i 6EgMID P.mu"In PLUS a 12 1/2' 0. C ." I .I 1/2' La. Tt.RADFD PERTwrwN Nt I 1/:. LAG IICAtK a ., oc W I I/'- - noomVD ALTERNATIVE SW ALTERNATIVE 4W T, MTII DF TOWING WOOD PLATE FOY 2•N' ALATt I .,marri a 1Aa10N V RATE SCALE 3/8-1• SCALE 3/8-l' ALL LENGTHS UP TC e'-r Yes. I. ALTERNATIVE COMMONS k ANCHOR WOOD FRAME LOCATIONS DIRECT MOUNTING INSTALLATION fiw1Q__DUL 9 TALLATION NOTE : SHUTTER TRAOcs NOT SHORN FOR CLARM Ad LIE ALTERNATIVE SCALE 3/8-1• 7W SCALE 3/8-1- lU•l�9h P�FPa-...! 1�iENSSTALUT10N5 ARE ONLY vAL1D FOR BUILDINGS W"TM AS.D DESIGN LOADS Sf •'• ' up To +55.5. -72-D PSF AND PANEL'S LENGTH UP TO 8'-6' ;gel; JC FLORIDA BUILDING CODE (High VelocityIurrIcon# Zone) 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN . 16 I. a20]0 'L PINE NO. 2. W/ SPFCIFIC DENSITY OF D.55 OR FOUAL No- 1 20 GAGE GALVANIZED STEEL STORM PANEL oRun-a• N�Ts roR Eofl�)NATIDN DF sEcT.;or . � �`. SZ OF• -,:• 1��-�_, - i -9 '• FL m'. -`-�%- �''., �� �� ILIE C O INC. GLOBAL PROTECTION PRODUC *"m»'aa» PRODUCTS, LLD• att: 4am aW. 51 srRm TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TD SUIT ANY O.c''•.,,• r ,,/rF'S`Si 'p ! TEsn" . oo� Io cow.Nr . -.,4r T4 —. m- -... LTa1 bI-,Yo .. , FAN __ W _. n, au1A 20-176 PHONE (a6.)aso-rya, FAN. Na.)4W-BED INSTALLATION W"I I Imok.. L sIAL/SN NA11wA AIE U-a°Oet19 GRn�Hc NP: MAXIMUM A.S.D. DESIGN PRESSURE SPACING SCHEDULE FOR RATING REGULAR (am) AND STORM PANELS CORRESPONDING U_) elk 9 MAXIMUM INSTALLATIONS ANCHOR INTO EXISTING /rC'�O�NCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS ®INSTALLATIONS AS PER SECTIONS 1 THRU 10, ON SHEETS 4, 5 A 6) LI./ `NyMAHH11I,/4 tf, A. T 4-% ``� , .......... '• `1�• }CENs Af '';� tt' ' s FLORIDA BUILDING CODE (Nigh Velocity Nurriwno Zones NOF11 o* c `]410 T KO' "E 20 GAGE GALVANIZED STEEL STORM PANEL 1 p6" AT, I = ' 'Tess ''•.S _t - -'A,Hp�F /t `\ GLOBAL PROTECTION PRODUCTS, LLD. i L E C O a'/t°n"° _____ fL •�Z�`O '''ysS/0 f ENE �� AIm S- 51 STREET*RAn?$ GVI. (L 31]+. Z0-176 .� wn -.". -- 1" ��Es.)eea-Ts•a PALE ns,N» In7 _ __ S[ILJSIDTMTtAEly,R WATEFGA T�W7 x.. vL n^A - ..Is, oIaNNc N.CH N"T v or » IIA1OlARA wX.eAI A.ICORS SPACWIo rOR EA. - 3 1/,' A. A50 DESIGN gKON --- - Cf TAP -GRIP ,.MI-1h PANEDNR F[YI1[E w P,1l�i>IATt PLUS SOLID sn mtl'LIGBLE ra $EL'nONS I a WalY1111 PANEL �� TO I TO 1p ro 1 TO �TO ANY to.1BaMT1oN LENGnI 1• (n.) gA76L To collnElE xTItRE'rt +o CONCRETE j CONCRE SEE 9HQ6 10. 11 AND 1, FOR ANCHORS TYPE a SPACING FOR NSTAWlIDI,S tM0 W000 FRAME BLADINO IAH/Nn1M aIG.OR SPAGYIOS ANTI WAW/Y ma pL41ANQ AIR N6KARD ON THIS SCHEDULE fa L0. LESS TH1A1 NDIplim a SCHEDULE RECUR ANCHOR SPACING 8Y WITPLTNG SPACING SHOWN ON SCHEDULE BY CIE FOLIDrNG (ACTORS. FOR I1R5 OPERATION TO BE POSSIBLE. RLpEm SPACING OBTAINED USING 'Acres+ S,VtI NOT BE Ii:55 NEON MAWW SPACING ITroX'AtEO fa tALN N1CNa TYPE Al ANCHORS LEGJO. �/4'. ,/a•• i/•'I 1/a'P 1/Pr ,/Pr �� lT1E IAPDON 9 TAP -Os ,rlEfA4o ANI16WR PLUS ONX-IN 90tro-1[i YT ARN,YOII B,II,]Rc LhA) 3 ] > 3 ] ,n > ••A4w rarmn ia,.,w. PIT T �__ > 3 > > ,ry (In.-1 o.r Ave f•A) .. � - _.. . I -] �/� ] In -- - � 'n AC#R E0. ♦loot � ►ALTO # /Y .Ts m - - >- _m m AO " - _ INSTALLATION INTO DETAILS FOR REGULAR PANELS EXISTING WOOD STRUCTURES ;) & _1A -; .. ..._ � - ,4-10 PmtLwm PLUS /14-,0 PANELWT[ PAVS t14-10 PANELMATE PLUS • u a v O.c w/ 1 7/e I • 6 // Dc / Je l o a I I THREADED PENETRATION 10 E%IST6NG MOOD HEADER TIIR[/OED PENETRATON TO EXISTING WOOD HEADER { ROGD T""" 1 . REQUIRED I THREADED PENETRATION TO EXISTING WOOS HEADER •. I II ],Pry�AMTT i : 1 1 2' 1. I , ,'wo""n e IVORY s+Lo e I A ,/,• O.0 . I t E•iAr"W I 2' T1 A I/r OL I 3, Li NMFM . I OVYFNOe 4 I/` Oc WOOp HFAIER REOU,RED I I.F' WOOD HEADER NROUIRED ' �:' I IT I AI^G10I j I __ IF_ i. _ ! I _ 11I SEF SCEDULE TAN I SR SC.9ULF TIN SEE SC[DU E ON ' ,a * la TIBN ELM SHEETS IIQN ' I i o 4o.. PANEL LENGTH 1 11 PANEL LENGTH t M" PANEL LENGnI I 11/r.-me St I/M WIZ7An (SEE NOTE 11 ... # - 1 / •A-».,• 55. (SFF 3/>2' BANG IAII - - -t NOTE 1) 1nY 70F,' S4 . ]/>]' ,RTe ,M ; (SEE NOT 1) a tv"n Mo- I •, • EVEAF OMENAP � I I a F1LPv , A ,it I I I ) -- - I - •: - I I sox 50# I vex or - I OF t I of I` ( r �� 'I. 1 1 F''�+�tilil��., -, I - - I; A'P-2m1• �In--1L L_JI fr.S/lr ]Y W�1F a L_J "_/SJ' TANG Nn MSMA i I '.I.�. SS Ys / ]n•r . 30 ED- M11 J; C'm gm e. CIO I 1 e IT qr cc EO -. a14,-r e { a Ile DL I li yI i `f t2TS n• I ED -iEo ( . •w _, ED A /-- _-I -L- o w�i W000 PLATE REOVNCD ' 2-.4• WOOD PATE jjIIT4-,0 PAIELYAtE PLEA REQUIRED 1 _��j RUNE _ r C / ' /22'.4- WIN THREADED PENETRATION AT 1 i IT/ATI, 7/8' -�iONiRENWRIED I i YwWwTH OF PURAND 1eG0/EUCHIC WIDTH a PLATE l ST SCREWS O jjj SIAODERED ' 1 W «JiI..D DIRECT !�%AIUIW AT HPENE/MTIOH OF PLATE-•_-. .aw SCALE 3/B-l' DIRECT MOUNT � 31H I INSTALLATION DIRECT MOUNT NG INSTALLATION MOTES: SGV.F 3/8-I• SCALE 3/3- I" 1. INSTALLATIONS FOR ALTERNATIVES OW, BIN h TOW ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS UP TO *43.6, -48.0 DSJ. AND ApIA)HIIIIII/N„I N A / PANEL'S LENGTH UP TO 12'-4' 2. FOR NETW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 1N�r\,�F'P,p.••!�!/F;+o a CENS •'••Y PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ... s �• E FLORIDA BUILDING CODE (High VelocityNu cons Zons MOTE FOR COYB)NAl't)N of SECTIONS: a s = No, 416 :. = c�O n'�6• .+c 20 DACE GALVANIZED STEEL STORM PANEL * (wN.N w TOP k F>07TOM MDUNi1NG5 CAN BE COMBINED IN ANY WAY TO SCAR ANY =or'• �q ST TE OTC ---- , -'' y0'• fL s �. GLOBAL j I NC \ PROTECTION PRODUCTS, LLC• oY/m/N» DATE INSTALLATION RTO�.� _„4 ,� ., V cdlJ ''%p,`CSSL TEITWn . E CorulT um 5w 51 sn"T OWL. rL -1• 0-176 2OMN1H0 NA .Y.:'i>m°,'r'M-,r-, "�-;•a°b"81, -,m, P•I� 4W)M-?W. FAA (P54)M-e7v] 'INlfl1 A , HP amik . YALJ9aNArUAlCAR MOLTER A TLlli'J.., AS ll. N 6] WA n-,Y SARI ,2 M » ^�0 W . - L_ _ C0 (E' V/ +, U N L_ 0_ O L_ C .0) Ca U -0 0- CA N O O ( �' o O � CIO L� O .� L O Q L C_ P- /CU -0 .0 '�2 VJ er) L • l Pia. •�"k 's N -` 31Pa A.a�.". y� Avcx = � ETP X. X i 6.A = ►a- Z -•• 'O N 0.1 N a a. � E of 1� a_ V Is Cz c. > N 0 R,+�A�/ ���'.%... is NHCIRT AIICHOPS CONCRETE ANCHOR'S FOR CCrENETE ANCHORS: SEE SCHEDULE ON SHEET 14: F -3•- © '�' WOGo ' SET SECTO. 51¢n 'e 1. 2. A IW 15 _} . - )- Q `-� ALTERNATE 8 1 (1 8 Awn«+ 8� ( INSTALLATION DETAILS FOR OPTION 4 1 FOR LIFE SAFETY STORM PANEL SYSTEM (GEE SCHEDULE ON -Is,", (SEE SCIEDIHE DN� 1 �✓ STw " '" IA i!a 2/a 2Na 3/4 A 0/1 �+. 2 tr I- _ I . _AT END°`AANEL � "T END PANEL INTO EXISTING WOOD STRUCTURES :-- - S 1 Ian _ -s _ , lRn ,'_D , 2• STUDS ' j- SDO 1 POUTED CR[ONRED 5m. _- _ . - .._ -ti / I I T-- O EVERY (( /:• LAG SCREWS • D• O.G. W/ J i'2iw° I ' 1.� LI- I i i I I I OVERLAP I I ; i ! I i I ro REns v"c WaoOEDwi"RCR ON FDURED CONCRETE li f�i.�I I 1� j tl 1 - I I I 1 • ! I I 1 P� I - i, •i j F I I _ I I 1 ! I I i 7o F12 iD PO C) H I i ! I I i I 1 .EDYrEO \ �./�N6• I \ ! ✓ I j j i 1 I 1 I iI I 1 I I i 11 j I I I j I, c.nl r � �ctn,. I j I I I r T I '- - -- -�-t-�- r- - - -i'-`---F+-' 5/e' ANn (CA% I) 1 i - T - �___1 -- '--I--�'` - - +- I �I' � .�.�/ \ I �' L1 . I 11 ._ I i� I i-. I I r I I I -I I sruos o EVER fl., 7 I I re I I I I 1 `f I I! r IYN I- ."- 11 I I O L � I + I Bp „ ,Q ( ...- , _ I- , OVERLAP _ i I I ) I I E ' FI I I _ , ( t--r-r-1- �- �-� f, 1 I I! I) �'� V i ia) _ ! ! 1 1- 1' " i 71 T l L T I ) (12 1/2 oc> I I I I i I I ,1, I I i 1 To HOLD PANEL ! r i ' I - w saaau W !` m 5cNmmt oN - , I ! ! I I I i I I I I I i I i I I I I I! I : I I I I J I 1 I I I I I I ! I I TI 1 BEET . SHtE'T ,. 1 , me P ) • DNrtxwn PMIHfLJ (enEIEOR PANEL)! I INfWa PANEL) , 1 (END PAAEL)I I, I ! 1 I I \ I i 1 f I 1 1 1 V 1 II 2 I IGLASS 'm Iron IFOR ro SEPARATVIN i I I I 1 II_l.. }.i_i I l j jI I 1 11 1! ' I !_ 1 d1 I } - -�-' f/ra3/31--r 7 e r,u/u• -�-�-1 H - I i NUI --" I } EQ a + i- + �- (1�i__r( I i -L i fi f?-� I ___j____�_ I I t' (NHS) Ii1 EOIWi1! tw i li ./Y oc. Li ' sAw # ,�,Jo2'oC 9 I t I` I r i 1(j) I (i)a I T �6 `�y' 4 _....---- - ' T --- - I q �j _ Eo, .(€.�- E�w! ! ! I I l 1 q / r SEFE 1 SEE I '--INTERIOR PANEL '�-ET+D PANEL 1/a' SEF s •--INTEFTOR v,WCl CND PANEL I�,- 1 } EOH i E01 _ / s/e' RAH,. (cAa� 0 4 ! '. I I 1. I I I I - N[ouL / sclEouLE i L _. ® scHETxnE scHmuLE Woo° HEAttR 1 ,n' Mr. _ �-. SCI�W W/ sPET3Nurs r W/ sPEEONMm I { I 1t UI ; I oR 7 •- 3• FOR ANIA - FOR NP.. 3• A OR B (/H���► (SEE CET t /T.j I -� 1�- TO • ,2 I /2.."I I 3• wn. - u) I i 12 I/2' o.t. '� l l I I 1 1 I _ t I I ! I L I + I � . ® ANCHOR ANCHOR l - 3' - /2 FOR -- t2 FOR 3• - ! I T "/ ! PM (SEE DET 2/,.1 ' - OR DIRECT MOUNT SPACING SPACING 1Na ANCHOR MPn, ANCHOR I I L. 1 �i I j j` t° I I i T 11 I- I- i B i i 1 T-( i j) {; j I 11)- - SPACING sPACINc S I _ 1 I . (I I 1 I I 11 j I I'-3• wo, - — -- ,' 3' Min.—-'--'1'- --'L" 1 I i ➢ I I I 1 Ow novas) ., I I N�°o�° rorR Eo"°ER I I I H I ! c I * DETAIL 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE i) -� —F� Q ''. lees onKs / • f wad i' ' ;� f F ! I I I I ! j . ]/, 1 �MPF��' '� * } t- cII�(KTOIMR Louror SO48 3/le' - t' SGMEn 3/le' - 1' f� ]•gucD � e,Jj oe V / i I' �` IL®in °R)! I i I i ' ll iltsEF`"°c."s SiT. MAXIMUM A.S.D. DESIGN PRESSURE RATING Ds.t. AND CORRESPONDING I I ALTERNATIVE 1 ALTERNATIVE 2 J ,-J) I I I, I ! I i I L , 2J,.) MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,s,f.) AND ( /.•a.1 YtHNE PDIJIfkD CONCRETE i P I I i Ile MH / uREW - ! MAXIMUM PANEL LNGTH "L' SCHEDULE cNs) ts�'�-- o(7o"i,�%]Epocs ' gaC„ RWALELL ' F I CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT A FOR � I. .KALE➢ I r rAPpML r ONLv TG s�GTION< 1 JLl_AIQISAi•^ FON tlii WPI' STORY P/wE. D[T ,/, 4) . I I I ! I 1/a 2/a 21A/a 3/4 a !/t 1, 2 A IW/15 T, 2 t( lw/Ts INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES S s EEE aN �E, j (n lr._. - q ALTERNATE LOCATION I II I I I ., ON LIFE SAFETY PANEL - SCHEDULE A , WAWaM Aaa. 06WPN Ye AIH" HnmrH l sCI sCKoull d - I I MEA W/NO (IFE SAFETY PANELS IaC3NAe ATPTo 1' (W) IRaANY 7rI.A.+10. PANrt ON SENT I• I �+ _.-.LOL'e.__'#A4..NOJ)HL,v'Su1WS10NS..IOC.G_B2TICY.Y![_f..0_.___.S_1.2_ I. is" vtmHn) TD was allnma Fa w" ' 1 ' I i / -- LOCATION N L LIFE (SEE NOTE T6FLow) yAxIMGAt As.O APPtlO1NE ro F-f• > ve LNg_ TO OASS+ - a REGULAR PANELS W fXN --J •a5.0. -R.0 / / lAPL91. C W-Oar bNA-N FN"WR 1FeINE O nN"AAAI[ PLUS'-----'{-1 i .t��—r WIC, REGULAR 1w.C.cS (SEE NOTE , ((�� "'" SECT,OTNS / . wIPMUY PMIEi EOM / . i - ,DOE OF UE7: SAFETY S'FDIr PARR OPENING SHALL 1D TO O ro O CONCeER �I CMG'eETF '0 COAIBrn LETOTH •' n) '' N CONCRETE ANCHORS INFLOW) B CAM) PANEL TO A WSlALEO AS FTING E. E RETE COAT—ICOAICAER tD.ICIKR CDICHkT[ IC➢NLIRETE CONCRTE ,a ` ( i EON EC (SEE WNEDULE ON- RATPc ..,: BLOCA BIOCA "TIC( BIDCN OLOCA •$ 91EET IS FOR •NC,101R5 15PG •SPACED FOR WSTAWIOTIS INTO R000 4#HIE BAILDNE a N , WA1 a yea OPTION Al A T AWAY3 x PlLpvnED WJ REAR AN;%E 4.RAar ANCHOR TPM.N48 ANo wwLw EDDE DISTANCE ARE YOrAlEO oN 1H8 SCKaAE. rp. I I ED (D SHEET ,4) �� POUWm CONCRETE-� (Nt CON(NRON) To fACWnAR WSTAl1AT10N Ii NIREN(LED 6• N/A N/A N/A 6• N/A 6' N/A 6• N/A , a 2 (TOR) EA LETS 1NW NOKAIW a SCNEDME ROME ANCHOR SPFCaO BY M,110"ND L+M,NO I EO I [aM. 4EDUNCD CONCRETE MKHOHS (/ N 1' BE sTRINCTUR[� a RE4rNE0 FROM HNyDE ♦35.0. -72.0 9• 7' 9' 9' 9 9 9' 9 9• B , (PORGY) 5•-0' OR LESS srawT. 1I4 SCHEDULE by TIE rDLLownc FACTaas. Fa 11115 OPERATION O BE PossIBA>_ ! EOI - I f---.-�-. (sa E ON , - "DINS➢ SPYING OBTAINED U9W) FACTOR 9041 NOT eE LESS TWIN WNAMA SPACING L ! 1 O s,EFI t., —E ELEVATION 6' N/A N/A I N/A 6• N/A 6' N/A 6' N/A I a 2 (TOP) INDICATED Fa EACH ANCHOR TYPE A ANCHORS LEGEND = I I I WOOD O Tr t +550 -7i.0 5'-C' rU T-6" WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTAUJATION suE(�3)/32'-+' 9' 5' 9" 6' e' 7 1/2' 9' 9' 9' 1 9' (BOTTOM) oIMIDR>M vAm4• oTv.r P+n uu+� I + W T SECTION i SCALE 3/e' - I' - SECTION 2 SCALE: 3/8' - I• �I/: r® CAP ®®a' j (� ,JN Yw 6' NJA N/A I N/A 6 N/A fi N/A 6• NJA a 2 (TOP) - Fl /// GM --1- ,55 U -72.0 .7'-6' TO 8'-B• NCI M.>e. 1..aHa p,) 3 3 3 3 2 In I.. 8' 4' 9' b' ; 6' 6' 6" 6' 6' I (ROTtOM) NQTCS ON 13rE SAT', SS09N_PANf-i15IE6LINSIAUV,eLLt1N.: •AWNmANu_',r A) _ - .1 _ �` 3 > s �-. °s -1 a«r.. e•r on) 3 3 ; /2 6' c.n, ALTERNATIVE 3 ALTERNATIVE 4 U N I CAFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRS' OR LAST PANTyI _ -- OR AS AN MTCRIOR PANEL. (ANY PANEL LOCATION M BETWEEN END PANELS) T B .+Ti1NW1 PATWLS B (µ•EA,MR LOC1T,DIl AL�R La ■E o■103 17101811 YN• OAR //1\ L GOR MDLHNT C ffWJ NS A7 BOTTOM _ .EOUMFD ( INK. T LACT THREADED PO e r N, r/ , 1 /1' V J I IFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TD RECL-AR PANELS NOT ') AAi- rs SCd1EDi,.1.t.L__,M•3(I_f - .'8:_L�._.=]_1i__' , ,n_ aT.7- _ _ _ w, MRE/AED POrt7RATd oa ■ — la- (W/ OR W/O REGULAR TRACKS.) n 2-In ._ ,/N.B.b/r LLI.Nc eRAss e,Is,aNc WJ SECTION D-8 W WMY ALSO SNP i SJr Ati FROM Or"AG}3 cAs[ I lmn a 3' RA .w a ar ANaQ APPLICABLE TO /eA_:zT,Yss Ms. a e• oR2, LIFE SAFL'Tv S70R PANEL CONSSTS OF 0039" GALVANIZED STEEL STORM PANEL. As ttS,aN uPcav _ _ sECt10Ns t a W%IMUM PANEL p ICAO- rm - o I/4.-20 PAHCLAIATE TIRE O DI, ALTERNATIVE WOOD FRAME CONDITIONS ESE ANCHOR LOCATIONS "/�/�F�PER COANPONENf �, SHEET 2 OF ORIIWING. SGAIE 3/32•-1' PResaeK TO O Lm ro Y COVlWNATHOT LENGTH -L• (fi.J 11N111111I1/IAE - 3,� -Po - -, so PiI�9 PERE RATgp OC EASI.G/T SCALE 3/r. t' W THIS PANEL ALLOWS ITSELF TO BE REMOVED ON INSTALLED FROM THENSIDE OF RATING •I.•. OF THEN UZ P A. TIC( f,I4•R, PUR NOR STUTTER` 11N0I5 NOT TITONN ra a/IITY STRUCTURE. p1HNEEN +49.2 -6T5 }• 3• A 1/2- A 1/2- 2 (BOTTOM) T-6• 08 LESS QV,,•''••,.•.•••• ✓� 'i y�.; tiyLEN WALL MOUNTING INSTALLATION .IIIHIT11 3. CAFE SAFETY P REQUIRES TOP TRACK To BE COMPONENT 0a BOrtom TRACK FO YpL" �. TILLI), N ,52.e -eb.° 3• r e 4• 2 (BOTTOM) r-e- OR LESSS , 1k� A,..T( ✓,p BE CONPOF1i�T AS PER SHEET 2 OF THIS DRAWING N%, ",,........•,✓, ' ----- L ALTERNATIVE 1W �r '• S W roNPONEH)® v BE IN TALLIED WALL OR FLOOR MOUNTED FOLLOWNG SECTIONS 1 a +550 -72.0 2 T/2' 2 1/2' L' 3 ,/1' 1 (BOTTOM) 7'-8. OR LESS - No. 44167 SS a P; '`GENSEC 2 ON THIS SNER, AS WELL AS DETAILS 1 a 2 ON SHEET ,.. .- ". NGENSE' ; -. SULL• 3/t' - 1' S 3: J 1�:' �. �': ,55.0 -72.0 2 1/Y 2 I/2• N/A N/A 2 (BOTTOM) 7'-6' TO B'-0" __ *' : * s 2 FLORIDA BUILDING CODE (High Yaloelty Nurrieene Zone - - - FLORIDA BUILDING CODf N) h Veloci Nurricons Zons NO67 - FLORIDA BUILDING CODE (High Vs1ocH Mar Icons Zone) 4. Yin. LENGTH FOR COMPONENT 9D IS 15' = T so. •: * = t2020 n+eLO, .Ic , p +55.0 -72.0 N/A NJA 3' 3• 2 (BOTTOM) 7•-6• TO e'-P' •a W o20]0 nTEco. K. rP z o]OM n,[co. ,.c FP sGa SCHEDULES s SHE[R 1{OMPONENI ®ANEHORACE AT Bo7 oM s WHEN ON ? . * 20 GAGE GALVANIZED STEEL STORM PANEL owIPN a '•,9s? fCOR101 ,: �N1�' 20 GAGE GALVANIZED STEEL STORM PANEL sYWN e< DIES 's * . E 20 GAGE GALVANIZED STEEL STORY PANEL CRAW: 81 COMPONENT Wv BE PERMANENT OR REMOVABLE * :. A Di--V 4� 2 r ''i, S•''•.['.-.�••• -. _. - Sj OF ��� - Z ' -may=_ p7/»nOE6 S` �_ - HAne/1D30 1 ,555. -72.0 PAT ONLY VALID FOR &HL UP T Wr- A5.0 DE41GN LOADS UP 70 - o , \ GLOBAL PROTECTION PRODUCTS. LLC. wtt ,p,�1 i" _. GLOBAL PROTECTION PRODUCTS, LLD. oAE: +SS s, -n.o P" AND PAKL s ,1MO N UP o e'-r FL R10 N' =- GLOBAL PROTECTION PRODUCTS, U.C. 07Jarz'0'° 5 SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BIAIINNOS ON SHEE' !S. 9... QRLQP'• -" ;' IL ECO fNc •TTNH.M•L3r� - - IL ECO HNC - O F J DECO IMc. Z '•., pF •... \ 4eoo Sr. 51 s,ll¢* -�f \. ,Coo t.R 51 STREET z ra NET' WOOD fBAYF IXM{BTRIICTIpN' MOOD MD4B[R5 TC 9E SOUTHERN '', FF'•n••• , ' 1 \ •am s.W. " SM[T F • '' .t"..ti }TENT 1(eTIMe . rAe1Nc COY►ANY DUAL R S1TI, •! / N6 . [INOW EPoNO CafAM WNf. FL 3v,4 PIE NP. t W/ 9PFOEC aN91T' OF o.6S a ENKYL !,, 5.71 ,A,-E•A - �'�'u' TILIn 1m Ne a EIO.EERra coup AT CAW. n WIT 6 SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NFCESS+TY FOR rNE INSTALUT QN OF h�,, SS ON A� _ +eel .Nm.t . YI,P ANIMA, lss,)ON-Ta•5. ILL (-)s» m, 20- i 76 / ... a W_ r a BWmTL n MIr ,NoAv lss,)W-Ts•s FAT. lsa•MIo-e]s] 20-176 a,l, L. ! - .. r RfI. ,Wr... sra4a n AHr PINE psF)ew-Tus. ru: EFs.)e.R-67a7 20-176 Q SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO BANGS. AFNFII /INIYWN l +r- nRsj n-I w UPq m-Iu, Imo_DiAmovoll T+n. CNN n•-IPW ra ELAN sH-Ta• s_ 06Sw,6 N. N111 IIILMA w.. Ilmi nI-,® OLIO nI-,aw p6G G-Op0e7,P P[. 9FJi/sCNTUIK/OAR NALIFA A n3R A, PE _ G-Om6I,1 U-0ma71e -r• _ Res PL 9F-ALAS101•nrlllE/MTS WMt[A A TLLn '..."'i, P, P.0 Wes ,T.,M NNIER A. IW1.R .lr- PE 4,l-,q - PE YAL/sNAAT.vK/MR .0 ] _ _ _ ,PEEN a or » I i _ RWET I. NM ]e IT «,ar _ _ _ ETHEE+ m n » SHEET N0. SH 1.1i I ! - I I I I I I± 'ill _19 I _ I ' iI I - - - - -- - - I 1� 111 m - I -1- I I I I I I_11L 3• MAX MIN D.M.orl41 -- ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 A 20) - - FoleaU/17. M/17. SA/1B. 30/17, 48/17. 31i 3' MAX 1t, . v 7AW/19 A &I FO!W/19, 7W/tt ♦ 0W/20 1' MIN, O O O O O O -� r-_____� - --_ __--_,_ __ I ____. _,_ -__ --------- O Oi � II __� i 1 ', pe@ A40AAs TDAV PAWL i� ACG:AA4 STRICT P•r,O j .. - _. :IIT Wt: 51001 PWEI _ _ L MA%. "$^ i - '0005 ./T/. r . )/., _� _ 0- 1 - - .. _ _ . -_ ... PANEL LENGTH LUNG HAP i1pEA AT I I4 ISEE SCHEDULE) j UYIDANP I II _, - ..�1 .. 6• . -.___ _-_. _....__... - __... ,1 �23 �NInO$3 i.T-SHOO- t I LIjWtIOI • J4T srrm (�{ I---_-_--- --_.- PM•1 BOTTOM CORIE76 _ __ )CJ 1 , O.M..®Orl�i - - ' -"'EA''`A- WAG W4 C LEFT A Re4 Peal 'D�"P ,y. MAy 3A/17, 44/17. SWIL 319/n, mi 55/18, 3- Ili I' MIN G W/1t. saw/19 A BAW/20 EXMROao YW/19. 70W/11 A 6W/ZD r MIN - ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 A 20) - OPTION 2 FOR LIFE SAFETY STORM PANEL; 1) ELEVATION SCALE 3/16--1- I/.• AAX w u WE %' �•a' 11 PANE: _ W4K DVI ' Y ( J \ / i EXIEBKIE --_ _ __ :. - zi SECTION A -A SCALE 3/1i MAXIMUM A.S.D Me. PANEL LENGTH I I VINIMUM SEPARATION I PANEL DESIGN PRESSURE ! (ft.) TO GLASS CONDITION RATING (D.s.1.) (SEE SECTIONS) 455.0. -72,0 8'-8" 2 3/4- UNBOLTED FLORIDA BUILDING CODE INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1,4• 1APCON ANCHORS t1i TAPCONN ANCHORS _ t, i TAPCON ANCHORS 11• TAPCON ANCHORS • 9' cc, O 9' O.0 • a' O.C. a t' O.0 POURED CONCRETE - OR CONCRETE eLCCK RFOViRCO J F{--�. POURED CONCRETE I DR CONCRETE BLOCK RFOIAREO ' r-C_.S POURED CONCRETE OR CONCRETE BLOCK REOtANED -1, PCAIq[p CONCRETE OR CONCRETE BLOCK REQVREO 3 -, 11/4• . 1/4' (t DA11 1/4, rC_-- 1l/4. E.Do to- � I Ep. ' 1 I Lo• N i • (;i _ (2) 7 ( I I CONT. I cow I HL•.�l� Hoff A - 1J r: W - W10�YMTP. S I. l , " I 1Y pY�M11co, N 1 ( _ 1_1!. fPYYnOY N J -_ I •4a q I •m HW I `.Y Par r0 i j - 1 D'�m ,ry t o 1 y fY I S 1��a , 1y E sRXe-1 � 0i GtwA15TIN4J I 1, Of j R EX`i � U I I I a 1 o-j n ) A l S. I 5 1■ E 1 Us i I/ IFS - I I '"'", DYLIR i• 14 i 1 I I I •J i )!]T - NUT • � I I •- I 1 I., 1 ) ! i �� �� ! I i I : I >, 1 -ff o. �, ."�. sEe• `lIe p a.• .D LLD• j \�' s -I 4=---- I A� W • ` • 1/2•E r" W 1/4.4-20J/4-SS. N.S WJ E_4... ,/4-r-20A3/4•Ss U.S W/ . L . I I ­T/e•0A3/32' WING MO WASHER 1 "' ' /8 0>SY32' YIN6 NUT WASHER /2' C.0 / �� UT • 3I3Y WING WASHER • 12 1/2. O.0 L N41 WASHER (BEYOND) ,. A• JARGON ANCHORS 1, 4' TAPCON ANCHORS O 4 1/C1 i T� ON APCONAHCHI Y 4 1/2' O.0 O A 1/2. O.0 (SADGERED W/ STUO) (STAGGERED w/ STUD) 0 4 1/2' DO POURED CONCRETE =DURED CCNCRETE POLARED CONCRETE _ -,,IWO CONCRETE OR CONCRETE BLOCK ORCONCRETE IAOCK OR CONCRETE BLOCK OR CONCRETE BLOCK REWIRED REEDITED REQUIRED REOURED WALL MOUNTING INSTALLATION WALL MOU ING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ATION SECTION 3A SECTION 38 SECTION 4A SECTION 4B O REGULAR PANEL O LIFE SAFETY PANEL O REGULAR PANEL O LIFE SAFETY PANEL SCALE 3/8'-,• SCALE 3/lii- SOLE 3/8'.,- SCALE 3/8'-I' TYPE f SEE SHIMF 19 A 20 T11 ANCHORSTV __ OP- SpN:ING FOR P2TNU,RYa MD WOOQ W lA.. N,PHDR eNr- (HJ ) fA L B Mr-HO AOI ON 1,16 EDGE DI TALE E NOICS MID ATHISOOOO,EDGE `r 1. 0- ) AL FOR ED THAN E FOR ED. LESS TRAM I1INVJEC ON SCrEOLAE REDUCE ArA7ap SON SC BY SCHEDULE G SHORN F0 501®HKE THE --- L.-1 RAC KET I QOOAU a PL) y - - M• Lft (A mME'Q FKWI FO OW BY BY THE FOLIO BE FACTORS ROIL TM$ OPERATOR ro P I +n• . _ 4 SING F TORREDSNS IISAIG PA[IDR SMALL NOT N TEAS THAN YINNW SPACMI NINlTEO ) ,/y - &LETSoHM,DAED FOR EACH ANCHOR TYPE DN TORTS SCHEDULE )' ' D0 )In• FLORIDA Hurricane INSTALLATION DETAILS FOR OPTION 462 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4' TAPCON ANCHORS 1:4' TAPCON ANCHORS O V D.C. I a' O.0 POLRFD CONCRETE POURED CONCRETE DR CONCRETE BLOCK OR CONCRETE BLOCK RE(ARm r 1 aFOUIRCO + 1 {-- I I/.- I-{-- , 1/4• 4P, 4a. E.D W ` f.D 0 ` -ItI IT I WWn ,n I sa4At[ a _ I I �, IU C%ISTIyG I C �I E%tSly{Nj GLASS 1 j 3i GLASS �2r x I j I I i1 v y , I 6_ .tvC I r w ,/..--I' 5. ' - r t'( I I v eAnI OWD'HW 7. 1 I I j 1 i 1 1 f j1 , ',. tS i I ; 1: 6- EDW ED" I � /14-10'PANE:AUTE PLUS W/ Ja•r Ae 3/31• NG NUT WASHER 06 ,/4'CC POURED CONCRETE OR CONCRETE BLOCK REOUIRED WALL MOUNTING INSTALLATION SECTION SA O REGULAR PANEL SCALE 3/8-•,- SEE SHEET to O 20 FOR ANCHORS TYPE A //On Tim ir6oN IM/IGM11 SPAUNO FOR M iNLA1XX6 INTO WOOD - yle4R SUFAM, (MJ 3 3 FRAME BUs D4R. WHO ANCHOR SPACING$ AND MR.IIUM EDGE CISTNICE ARE AIDICAIE'D oN 1-6 11 � �' •tMi YRAMf! i-.___. ) ) SGHEDMF FOR LJ). LESS THAN NEICATED ON SCHEDULE REDUCE lIC404 SPACING P __ ILA •GAL, .6R� r ) _ .' _ � _ _ _ _,;�__ AMK EA OM islassi r*cm MIILTIPIYNG SPACNG SHOWN ON SCHEDULE BY I.[ FOU FACTORS. FOR TORS OPERATION TO BC POSSE L REO,ICiD - 111" y. __ VACWC MAW USING FACTOR SHALL NOT BF LESS THAN WWI SPACNG A6YGTED EDA EACH A4C OR TYPE ON T16 SCH II IYE 2 I/,- r ), - I . - _ I= pp • rµELMATT PLUS W/ 7/6•.. 1/32- WING NIA WASHER (BEYOND) POURED CONCRETE OR CONCRETE BLOCK REOURM WALL MOUNTING INSTALLATION SECTION 58 O LIFE SAFETY PANEL SCALE 3/8'.," Hurricane -F-. w (D L O � U N Q O -0 C .�. Ca - W .� C = CU O (u Cn 0^` O c L_ O W O LL_ 00 .D -0 w L o W -0 .0 /C/U'� VJ !� s< a z z W J INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION 92 FOR LIFE SAFETY STORM PANEL SYSTEM GONMUL NOTES v.RE IF-7 HANG STORMS Pli SYSTEM INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES ', 1 E-2 HANG STORM PANE! SHOWN ON rH15 PRODUCT EVALUATION DOCUMENT (P. E. D.j HUTS BEEN VERIFIED FOR rOYPLJANCE IN B II MIN14UY EMBEDMENT OF TAPCON ANCHORS µD PANEIAA,E FEMALE ID k PANEW4TE PLUS INTO CONCRETE { __ I - _ ACCORDANCE WITH THE 2020 (71N EDITION) OF THE FLORIDA RUILDING CODE BLOCK SHALL BE 1 1/4• �SI'___ -- I. -- }--'.----+, I _��_�- DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOL• Ei MINIMUM EMBEDMENT OF 1/4.6 y 7/8' CAL�-IN ANCHORS 5WKL BE IS 7/8' INTO CONCRETEI WOOD If[A17FR � _ w. HFAOER rvoD N�tdEF WooD HUpFR 1 7 - FOR A WINO SPEED AS REOUIRED BY TH[ JURISOHCTION WHERE THESE SHUTTERS W1LL BE INSTALLED µD NO EMBEDMENT INTO ANY FINISH MATERME SHALL B£ PERMITTED. in C.II FOR A DRECTIONAVY FACTOR KO-0.85 USING ASCE 7-16 µD $HALL NOT EXCEED THE MAXIMUM (ASO.) 1/4. 0-20 SS SIDEWALK BOIT$ USED SMALL BE LONG ENOIIGW(SHOULD ANY FINISH MATERIAL EXIST) TO CAI .� 1 2 RfWIREO I afL, I - I2EWe4E0 IKWRN ( DC54N PRESSURE RATINGS INDICATED ON SHEETS 25 A 26. [ - �,, ,�. -_-_ __ f-� IJ{'A TAP -ON O 6' O.C. 1/4l TAP ON O 6' O.C. ENGAGE 3/4' INTO ANCHORS. Q J\�" I`-T- 1/4•. TAPCON a i O.0 VA TMtYM O 6' O,C T-' ,/A'r TAPCON a 6• Ox 1/4'r ,APCON O 6. O.C. I W/, ,/2. MIA. THREADED 1 W/, 1/2• WN THREADED IN ORDER TO VERIFY THE ADM CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 1-16 C� j I >IY N PENETRATION AT WOOD PENETRATION AT WOOD SMALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEY BY 0.6 IN ORDER 'O B.3) IN CASE THAT PRECASI STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WI1l. ,� >' W I PEN +/2• MIN. ,BREADED r--�-. 4 PENW/I PENETRATION MN. WOODMREA[I I PEN I JS• MAN na+FAOEO PEN RA UN OXIE`HREADEO Ham. R I j WEADER TO COMPARE THESE W/ MAX. (ACTS D) DESIGN PRESSURE RATINGS mgGTED ON SHEETS 25 O 26 ANGMORS SWAEL BE IDNG ENWGM TO RFACM 'ME YNN 5'1LUCTURF BEMINO SWaH PANELS. µLNORAOF O PENETRATION Al 'ROOD PENETRATION AT WD00 PEHRRATOM Al W00^u HUM. AT wDGG 1 I 1 !ii HEADER 1 �I' HEADER HNEADCP ! MEAGER f m ORDER TyL )I. 1 )' i _ 1 I 1 i I SMALL BE AS MENTIONED IN 8.1) AMID m 8.2). `�.,j a '_.. C7 1 , I _ 1 i ' I tHIS , 1 2 - 0 VERIFY THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS TESTED WERE NOT DYER STRESSED, A 33% INCREASE Ii C� Q 1 1/2' +/4• 11/4• i 1J2- , 1/4. �i 1/2• I I/. / , 1/4- I +/Z' , 1/4• IN ALLOWABLE STRESS FOR WIND LOADS WAS W1 USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN C C7 I I i ,/. I ._- 1 Mc.. i MP. I I Mall i I=11Yoa _ J j- I yo,, , DETERMINED IN ACCORDANCE WITH N-D S. 2015. (C) µICU UL BE iWALLED rOLLOWING ALL OF THE RECOMMENDATIONS µD SPECIFICATIONS OF 'HE ANCHOR'S Q_ d x 2' I 'I - 2' 2' I 1 I 2 I 1 WOO HEADER I �,P I ,' WOOD MEAGER _ STORM PANELS ADEQUACY F01t IMPACT µ0 FATIGUE RESISTANCE MIA$ BEEN V£R,ilEO 4Y ACCORDANCE WITH SECTION 1626 OF C LL- 2 An � u;n II REOUIRFO ", " RFOgREO I ' M"' I 1 A" .T. ' '-.-------' I 11 1 J •'}� 4vI 1 �7, THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LARORATOP+. INC. REPORT / 2032. AS PROTOCOLS TAS-201, 11 IT STALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO WRIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER �Q• y O -y__�- ;-�3: I ! i�_�_z- 1;-2. • .5.-`r---+- ~ �S' - :�-- - ' y TA5-302 AND VAS-2O3 IS T4 BE ATTACHED t0 INSURE PROPER ANCHORAGE THIS SHUTTER S,U11L ONLY BE ATFACMCD TO CONCRETE. BLOCK i ii III t 1(� ONT FFF------I COAT f CON1 I. 1_ i0n: It ( CON7 OR WOOD FRAME BUILDINGS N O iU L _ 11 - I�! - _ : �; - I' Ili (- __ 2 MIS SYSTEM HAS BEEN DESIGNED TO BE INSTAUEC ON THE OLITSOF OF ME OPENING ACCESSING 'WE OPENING IRON THE Q N � u, LI NSIM W/O THE USE OF A LADDER OR UrT THIS APPt ICAI*N IS VMp WHEN INSTALLATION IS INTENDED TO 91 PERFORMED 12 THE INSTALLATION CONTRACTDR IS 10 SEAL/CAULK ALA SHUTTER CDMPONrW EDGES WHICH REMNN m CONTINUOUS a3 Y r FROM THE INSIDE Of STRUCTURE. 3 y WIT SEPAVA,CA I j IIJ, MH W AA"c' 1 •� ! MIT. 9EPSMlIOY 1- ` LENGTH TACT WITH THE BUILDING 10 PREVENT WINO/INN INTRUSION CAULX µD SEAL SHUTTER TRACKS ALL AROUND ruLL NHL Hy.. w EAtSDND i T6 OUTS I EXISTING ro uAn I lO _C -L' ua. CVSS !- (SEE yD 1 _ i I %, I (ASS - (tg W.LOIAE - � ( � 1. SERIES 7000 INSTALLATION IS APPI1GABl.E iC SMELL AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION r5 RE OlPRED tO 5L '� _ I- f SONFDIAE PERFORMED FROM THE INSIDE OF STRUCTURE. 13 STORM PANEL INSTAIIAT10N SHALI COMPLY WHIM SPECS INDICATED IN THIS DRAWING rLUS µY FLAKING µD IONING 03 +�• Q aANfl tEN;iN D- - IO ) L' Ya- I PANEL lE1.GM GH 9a[T t6) i 1' Ma.. EXISTING OH Swur Is) (SEt NOTE I BLLdrl NoT LENGnI (SEC NDIL I BELOW) PANEL LENGTH ! r+n sPAMtO. GLASS --) 4 REGULATIONS PROVIOEO BY THE JURISD,C110N WHERE afRMR IS APPI ICD to, C "n,o aA6s (S[E N� I BE`, Ow) TD ou5s -1 I 1 INSTALLATION IS REWIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 1, ATRIUM WINDOWS AND DOORS. INC,E - Z HANG STORM PANEL SY51-cM^ IS PA7D(f PE)Ipp = w 13 EXJ5IM.G M''nro HITS ( ,. ND,E , BELOW) EXISTAG sPAWAno. I MP. 'L' 4a.. SCFCS 200E INSTALLATION 6 APPLICABLE TC SINGLE AND DOUBLE HUNG µ0 H:pR120NTA: 5:. (IF.RS STYLE WINDOWS WHEN '_ ` CUSS - l)Q SOEDAE r'U'SS-i--(5¢ 1DimAE t 1_-;eCF SGHEWtE PANEL LENGTH - PANEL LENGTH C.) a7 Ij t 4 a-20.1• I i Fxls'NG d`C' Is) 15if NLTE I BLOW) 1/4.0-10`t•-� (SEE NOTE + BCC) 9. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND ,EMPER. UNLESS OTHERWISE NOTED 5 (c) THIS PRODUCT EVALUATION DOCUMENT (RE 0.) PREPARED By THIS ENGINEER I$ GENERIC MIO DOES NOT PR(Y.ADt- _i C p aK 'Few 16) i / ' ) aK .w Tel I/. 20.1• j 1 '� I i '� - fi GLASS-" S5. Y.S W - ( ) I 7/e•r . 3/32'';, - ' 7/a . 3/32' 1 ! I{ / -1 INFORMATION FOR A SITE SPECIFIC PROJECT; I O WHERE THE SITE CONDITIONS DEVIATE FROM THE PE-0 IS • I W,IIG NUT WNf. Nut .. L , 1 7N'/OIG•NUi3/32' _ 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE SIDS-MI4 ALLOY. J - � H - I 6 1 I I r I - 6- IT) CONTRACTOR '0 BE RESPONSIBLE FOR THE SLUECT10N. Pt1RCHA5E MO INSTALLATION INCLUDING LIFE SAFC�. OF p-'a 1 - 7. ALL STEEL SHEET METAL PANELS SWILL HAVE STRUCTURAL WALITY STEEL. ASTM A-653 GRI i 50 Sin GALVANIZED STEEL THIS PRODUCT BASED ON THIS PLO PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONOITCNS DETAILED ON j - I 1(ir APCON O yl I OESIGHATON w/Fy. 58.5 ui (AFTER ROLLED iHls DOCUMENT CONSTRUCTION SAFETY A/ Si'S 7 • -' I MA, ' WADCD - I N , ) HE CONTRACTOR'S RESPDNSIa1L1TY. I i u PENETRATION A, - - 8 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NS SERIES OR CORROSION RCSWAh C(VATEC CARBON STEEL AS PEP DIN (c) TH15 PROD EVALUATION DOCUMENT Ii BE CONSIDERED iNVAUO IF MODIFIED. 4 I AD'MOTH O F3AlE, I i , - _ - 50018 W/ SO 4Y YIELD STRENGTH µD 90 i 'ENSILE STRENGTH A SMALL COURT, W/ FLORIDA BUILDING CODE SECTION 24, ,.3.3 { .� i I - (�'•, ( I (,e) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH Wu E-T I 6- ,TUT '. L' � t- -' 6• 9, BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR A,SE 304 SERIES SfNNI ESS STEEL. W; -I ]6 ALAI MINIMUM YIELD $TAENCTrf. BECOME THE ENGINEER Of RECORD (E.13 R.) FOR THE PRO CT µ0 WHO WILL BE RESPONSIBLE FOR THE PROPER ,4�1 _ I�I i _ I i I I- (, tl f�.' USE Cr THE P.E O, ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO ME P.E.D. ENGINEER. SMKt ii __-_- I_ I�-.S, t_ .t,' I _ - 'D ANCHORS TO WALL SHALL BE AS FOLLOWS'. SVBMI' i0 iM _ I I S UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW - I• (U i - 11 - I'- _ _ j (A) 2E7J>'tBiitif011BEe_.Lt;LBETE'. j _ (e) THIS RED SHALL BEAR THE DATE µD Ofi, SEAL µD SIGNATURE Of THE PROFESSIONAL ENGINEEP OF EO i _� I ILA. y I I E0. �It, _ EO " , i { I _ RECORD THAT PREPARED T - I /i. IAPCON ANCHORS AS MµUFACTURED BY I T W BULDEX. INC MIN V -3192 0 s.i ) -L�..�_ `T Lt___j "�" CONE Ep -I /4Y-20J/ASS Y.S. W/ E0, }. - +/i"-70.3/,`35. MS W/ EO I J CO. -�` 6 - ,%4' . x 7/8' CALK -IN µCHORS. AS MANUrACTURED BY DEWAtT INC (MIN. fc.30M P-r-�) `1' 7/e'n)/32' LUNG ,+UT _ 7/8-.3/32' WING NUT -` �' 1 - /14-10 PANELwTE FEWLE 10 l Pµt.,MA?E PLUS ANCHORS. AS LIANVFACTVRED BY CLCO COKTRtKipN ?NODl1CiS '8. STORM PµCt YANUf ALTURER'S V'BEL SH41 BE LOOTED ON A READILY VIS7&E LOCATION A• $TORN PANEL m 7,/B'r . 3/32' LUNG NUT i ';e'0 . 3/37' IArIG )- - . WAA£R 0 12 1/2' O.0 WAsHE. EO - EQ 3.W P.AI} ACCORDANCE WITH SECt1(N+ )709.9.3 OF FLORIDA BUilDWO CODE ONE UMBEL SMALL BE PLACED 'OR EVERY OPENING { I (BEYOND) I Y. I (T'c- I 09 ii Oi IABEUNC TO CG4MY WITH SEC7ON 7 iNE RCROA BU1LDIr1(: CODE • WASHER : 12 1/2 O.0 i NUi WASHER (BEYOND) __I/i 1 TAaCW • 6' O.C----1 -T1 1 --_� < AI) MINIML/Y EMBEONFM OF TAPCON µ[HORS INTO FLARED CONCRETE SMA:1 C:E 1 SI{' µ0 2' FOP PµELA1ATE _ 1 4' /AP'o. O 6. O.0 I _ 1 { i TAACON 0 6. OC 1 (§TAGOFRm W/ STUD) I }� IAIX,OtED w/ STUD) WI, +/T' MN 1NRFIDEO I 3 FEMALE ID h PANELwTE PLO$ I/ DON Al III 0I. 2'.4' WOOD PLATE 7/e-I r 3/37' WWG Nut _i_ _ ,.- II/1NE't1112O / MpWI DTO -1 _�.. w/+ /2. YN. THoiWED I OF PV.tE _ REOUNED -I WASHER e 6 ,J4' O.e 2"eA' WOOD PLATE WASH II 3/ E WI Nlft REI]UIREp WASHER • (BEYOND) O< POF PLATE .EKE 2MT M AT MIDWOTH I 4• _ -2 a4•U,RED PLATE 2'r,'IINW000 PLATE /+{-t0 PANELMAIE v(()5 i i,-TD PAAIfLYA,E PLUS ,I A2) MINIMUM EMBEDMENT OF 1/4's X 7/8• CALK -IN ANCHORS SMALL BE IS 7/8' INTO CONCRETE NO EMBEDMENT INTO nCOD PLATE 214' w00L1 PUTF -' -._.- .:- RREE�- RREEIXIXII O 6 1J4' O.0 w/1 7/B' -i O 6 I/,- OC w/1 7/8' •I - . . ANY F"SH LATERAL SHALL BE PERMITTED (caA m , 4;;FR o �LL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION MIN. THREADED PEKE RATION i MAN HREIDFO PEKE RATION /4 di ss spEwALx BOLTS USED SMALL BE LONG ENOUGH($NOUID µY FINISH MATERIAL EXITS) O ENGAGE 3/i N Iln.,l A7 MIOWIDTN Of PULE I C. M+OWOTH Of PLATE I �.. IN70 ANCHORS. ,�P00 ({ A. Tl( "1 WALL MOUNTING INSTALLATION WAIT MOUNTING INSTALLATION ALTERNATIVE SAW O REGULAR PANEL ALTERNATIVE 7AN - A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON -yE EXISTING WALL OR ,E*p """!•41`i s ALTERNATIVE II ALTERNATIVE 6RYY SCALE 3/e -+' O LIFE SAFELY PANEL WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION a* i O REdILAR PANEL O 1 AFETY PANEL SCALE J/8'-f" BOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANICS ANCHORAGE SMALL 1�: ' kCEN A4, NMrrr ,1 I A T Q ATiVE RW BE AS MEN71NED IN A1) AND m A2) • No. 4416n7 11/A1 As111UNUyr : `' SC •`•. SCALE 3/fi SCALE 5/e'-t• P A• TIC(/jar„/.��t, O REGULAR PANEL +`Y4F,P A' Ti((%j"N, O 1 cAFFTV _PANE ? I-' ,tfl, .... �9 iS SCALE 3/8--t- `y.P�'t •......,.,... ✓,911i (B) TL`,c.�7L S'i_G9NCfET PL%___, y �$ P�' ' r,ENS,t ' yam; `�GENSF'•.•: s scJBE 3/8'.1 FLORIDA BUILDING CODE (High Velocity Hurricane 2ona *' * *3 ,y ; ' $ FLORIDA BUILDING CODE NI h VII Hurricane Zone) Y ) _ FLORIDA BUILDING CODE NI h Velocity + ii LUTON$ ARE ONLY VALID FOR BVILDRILS WITH AS D DESIGN LOAM 2 -1 - - I /4' • TAPCON ANCHORS A5 MANUFACTURED UY I i W Bu'ILDFx, INCiNC Y NUT Care Zone) JP TO 455.5. -720 PSF AND PANELS LENGTH UP TO 8'-IT' =r2➢7G ,ArtGG. - F. �' - Q�61 L m� R'� F� rP - +/4- P X 7/B' CAII(-IN µCHORS. M MANUFACIVRE'D BY DEWALT INC (PIn-150O P A. - / .2010 RIFCO. K NiDA 4 '. * ? 20 GAGE GALVANIZED STEEL STORM PANEL 0T ,,, _ NO 4 * : 20 CAGE GALVANIZED STEEL STORM PANEL, �,. _ ! I,-,D PANELMATE rE1MLE p RAID PANnwTE PLUS ANCHORS. AS MANUFACTURED Elr E�CO coNsrRIJCTIDN - .' ��•' �EttPTOP -•` k. = 20 GAGE GALVANIZED STEEL STORK PANEL FP 2. FOR NEW WOOD FRAME CONS,RUCTION. WOOD MEMBERS TO BE SOUTHERN - ) _= I INSTALLATIONS MC ONLY VALID FOR BUILDINGS WITH AS D DESIGN /Dh05 _ * * _ - SECT•..-. _ . 1 ` DOWN BY NNE NO. 2. W/ SPECAY DENSITY d 0.95 OR [OVAL * T, 4555, -]2.0 P5i µ0 PANEL'S LENGTH UP 1C B'-B - ! _ i WA. OtM/7ao PRODUCTS (I'm-2071 P.A.) +- �' �. A $T �- r -ss� GLOBAL PROTECTION PRODUCTS. LAC. o' an}070 uv ro o'• SATE ^�F Jam' GLOBAL PROTECTION PRODUCTS, LLC. GA E "rAL G�i3 G GLOBAL P PROTECTION o7/7e/7mo �• : I L E C O LFE c. : o •. � I L E C O LO RO N PRODUCTS, LLC. '�L 2. FOR NEW WOOD TRAY[ CONSTRUCTION: w000 MEMBERS 10 BE SOUTHERN INC. �• A,AIH 1 N•M \ DATE -l''•. F' (0 , / \ NW S• 6, ETRET rTi �'. L• I . .6W S.W. ), )TBfET y 1 IL E C O ENc •, 0. • L 2.W_ I1MR mRa a eN YWrEW.a eanun DALE n w,. P wE No 2. w/ sttrFs DENSITY of o 5s OR EQUAL 0,/ .., ORVO , r . '� a WlC ti m+• { ui < ! e6o s W 5, sTrcn "� r .. �.. tv Ia ."rl-W.. O"mA n M•N Marc (P )M-n . FAX (63•)6e.-.nl 20-176 ' F . ILA. st, i)x ANW4+ ema, I. 'Mad, (45.MeR-T6•a. rA I%4XeR-a,R7 20-176 tRur tESTNLo U uwaEneW6 KIT .. PA+- � wI. F Si AIF+• ~" S N70 •Y oRWela ILA: ,KIN .I -I: M. S rI nI-HAW uw m-tm SJ fi, E �.•. (oM rH-Iu A (:R "m-:Tot)WA r NmA ., m4. PHoIc 1.641.e9-Ts.� FAY (a4Ne9-en7 20-176 "AAAIANI 1111AA P L e( LJJgeATyPE/pATE G-0PG6Ttf 4a �'G b ArA1/AI III/IIIEM gAI/9dn11KIE,I➢ATC U-O011e719 ��):R nm) n•_.sn a MLTTA A. TILUT l.. P.E _ _ _ RAL ER A II I W, PE SIST " d i PL SVa/9p'M,UI! - WM.IfR A LIciP P.t OW.O No. HI �T •s d N H1e1 _ _ _ R N �4i T EMIT II d 2. COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-I' -- 2591• - - +5. 196' (TOTAL WIDTH) _ - 2.250'�I -2.591"- RL - ,7900' (EFFE[inrE w:nTH) _ I - -, 11..,7 , I'-2.25E---y (JCS' --6 1/,- - i SSD- - - i 3'A' - + ` 500- 350' '- I - - C f�l S. ,.,-I_ l •V •� `. I',_ 075' I 2.500' �I 075• ' :,T I 1+.LS', �,;,�' '9112I'iIi �. I2--'I r1n.At N2.857' "D.a38'MN11MCKiHEMMED GALVANIZE STEEL - [Oct 3.90U• 1! II II2.2N' 2.CO0• 2 �°•. 'HEMMED TYP �'., -' ^� AS 4 MINIMUM GRACE w woMw _ T• DETAIL A_ RTITS• I': / I �, i! ' EDGE ' 1 - \ J- G-W GAY \`�.` -.�1,\ ._ j /= ( _QLTAiIA -4 J -- - - ..- / 4B.B 1�-•,...f 7 /`SI^ RIBS. q1 SO IL• �_ i` 1 - - 6.250' - 1250 '\ * , ;V-_-2.470---( `2.Tp. (3 STORM PANEL - 2 470' . a O2 REVERSED 'h" TRACK O3 REVERSED "U" TRACK POKEY$ END LW 790• - W/ HEMMED EDGE. ` A I --..25c- / .-AWN -- I 256 r`- i ?­,1 - ' \ -:ooB• B13 I I L 125' • T '25• 0 50 \� _ _� - ^ - - HEMMED - _ ,�' \, I 7 II fi Q_ 3 750' 1 os ISOMETRIC VIEW DETAIL A C.C. 2000, ROUNDED CORNER O ENDS OF PANEL'S - �1 END UP W/ BEAMED EDGE. it I125' ,�. --2 DLO' J 25CF (TyD-) - 5' Mok - 4O "J" TRACK 0 PAdEI B © 2"W(Max.) ALUM, ANGLE j40 1 4' WI - I- 125' I 6061-TS Num. ALLOY II ' '-- I: A.I s1EN.rHP�11�:Xp h 750- i 1 `oss' n> li Kq��, CEN - I- �. c NO' 44167 - _ _ _, + g IT, FLORIDA BUILDING CODE (NI h VelocityNUT cons Zone) 3• M9aK.-� - 750* - - =,p'.• ATE OF :Q - - 0x•''• 40'0 "'[co "E 1. 20 GAGE GALVANIZED STEEL STORY PANEL - w 0�� 7 3"x3"(11i ALUM, ANGLE OB STOP BAR -_ _ ORID��`- ''•,eS'' S)NAL-F 1L E C O 9Ne oT/7W/ame GLOBAL PROTECTION PRODUCTS, LLC. ,YE A'A'I � �' `�' - Uo aW.6, stem 11' LONG 8063-TITS Num. ALLOY IIIIIIII/M J ( TnN TSB b/M1` EKOW�1fN w cd4"n Y "A a�nn oI M 1A.- _ oI-•m ti A a-- rL )3),4 ImaT' DeMXO -7w, FAX (s, M)MA-vi 20-1 T6 ORAWWC la •E. Via/SGHATUAt/W,f G-OW67+9 1YATU1 A RUJT J P C _ 72 d- 3'/24 B (SE2 ,�C 7 tELDiH) 4 W/ a r/o 6 /I..I' sus 1'/24 4'/24 8. (YE ,laic 2 eELOW) 3' My Y/24 ► T'/241► la 5 AT 7 6 (N2 Mort J KIJM rdR WHcaT[ AMID0A W set MR ME1F • EACH s0 1' Yin_- Ga,Rt¢TE AIKIIOa fr."J ]- Ma. d 3 -• scHEwtt ON 51NEET n: ra woW xW[r --- ---3•- - WE 5ECTONS ON SHEET 26 .. r AT 2 (SEE SOEDAA ql vw 26) -! 1' Mi, ._.__ lerl I. YIN. -PU O�K1.•A -• _-� _T,.T._-a__� (1y I---- - - _ - �--�i�ya i -�- -1t `V I/2• y_ - Tam TA� _I/y ,/2 'I-. I,, --~ 1 F j� . I t°� . T r T +s� -I f ?"I (. z I I I I. r i I i I I I I I , .. ... 1. I _ I I (IND PANEL) : (IIIIEnOR F•AML) I (UTEROW V.I ,), i (MOIIOR PANEL) - I 6o k 'L• O PA. . -, , _. ..- . O x 6 L' T I (RTEWOR RANFL) 1 (RNIFRO1 RA,i i TINGDOR PANEL) I ' (ERO AND. :. I LOW PTE ':SEC sE[ ROTC 2 J. A KlO+�' , 1 SR NOTE 3 . 'SEE NOTE 2. 3. BELOW NOTI 8El ij 4 2. NOTE 4 I I : i iI 2. HtpV 1 � II I I SEE NOTE 1. 3, , BELOW ,�1 I I '1' I'. 1 'AO► I I � !� 1 �III I' 1 i 1' 1 }' 1 I� � I -A! �1 , �E/ i i - I I ' I ,I I t LaLTED YOKELS w/ B(im PANELS W/ I : ICI I I.. I Y it . P-2d1/A• 4b W/ ICI li [1Y/e'a/JT MRrG,PiF •:� /r.-yy04a/4' YS R/ ; I I I I , t ! , _ , t a 10 �L oAcrrc,� I 7/e'r3/12 MNGNUTS . I L ' " - . , • G OYIII:.Af _ -- 40 k -L' 1 I- I r I 1 I! -( , Aa X •I I I II I I I I I I li _ ff rt� t- ( I - 'Ht- � ��� � ' I , +_ Y ��11 Li .I 1 ! Il I ,�_� _.1. _ '-'-T`-- __ - -_. - --. .�_. . _--_ • . L. -- .i-. _ � ----- --- • � ----I - _- - PANELwTE (TIT) �`, - - -- •- SET NOTE , 6ELDW - $I[ TOTE 3- _ ,1. - Ma.. `OW CORCRE'r AN.100 . SEE NIA Y MAOCARD -'7• -'- -- - [ I• Mn-�----._-'�DUC ON SHEET 71. r0W WOW 5CR(•rr, 1•.,I, A7 TiEND LOCATED, T 1/7• 1 1/p' `� 71T(FND PANELS) (� ,�� WE SEALANTS ON STET' 26 1 SIDE "I ) �OI OIr/ OR R/0© O Is1IEWOa PANELS ,y R VST PAIc1 (i 70 6E NSTNyEO AT FAGI I • UIST POND TO HE W$T.41ID AT EACH ORE/a1G 51AL ALI"AY$ FRONDED W/ TYPICAL ELEVATION FOR S ORE $rYL�ALWAYS eE PROVIDED w/ AFAR „4nptE 10 fALYJFAfE NSALUTOA REM HN�IE TO FACI)TATC RUS+ALLA"D.TYPICAL IF W7ENDm -0 BE INSTALLED FROM I IF !NTENO(D IL 6I RNSIALLED FRO. - A STORM PANEL SYSTEM/ H11T o D TO BE E-Z HANG STORM PANEL SYSTEM OF STRUCTURE E. tout 3/n- . ,- BOIL[ 3/w - ,' r,/.- i CAA 1/4' NA. GAP -!- 1 . ,-,2 d1 O W/ oW R/o © • CZ) `1 2 , (NTETINATE t�GT1oN SECTION B-B `E/ SECTION A -A .I - - PNn3) WAUE 3/32' - 1• Ng7E3 9d(! vw - I• (1) j)FFINI11Qft CIE SFRIri 1D(O: Z HANG NE SYSTE ING PANEL - NOTES �onl TRACKS TIRM 1ECPNSREI.MLS TITS AT BOTTOM W/ PµELMATES (1) DLFIN11O7'1_OF SERLE9 2= C - 2 HANG STORM PANEL SYSTEM CONSISTING Of PANEL ' Cont. TRACKS TOP A BOTTOM. (2) I PANELS SHALL ALWAYS BE CONNECTED TO EXiQINO S,LL YAB BY MEANS Of T (.) �ND PANELS SHALL ALWAYS R[ CONN£CRD TO BOTTOM TRACK OTl•.ERWSE A STOP BAR PANELMI OR, IF rEO I W/ 15- LONG Qi)E TFACN AT ROTTOY, END PANELS PROVIDED SMALL BE CONNECTED TO 2 W/ 1/{•0-20K3/1 S. W/ 7/8' a SMALL BE AT TOP Of SUCH PANELS 1J�12' WING NUT OR 1/4'0-20.1 yin. THUMBSCREW INTO TAPPED 2d(EXCE➢T AS T END PANELS ARE (3). CONNECTED 70 BOTTOM TRACK, CONNEC.GN SHALL CONSIST OF DESCRIBED ON NOTE (3) LOW) I/aY-20J/i M5. W/ 7/8'Pr3/32' WING NUT OR 1/4•h3/i V,,n IHU48SCREw (J) FOR CASES WHEN [MO PANELS ARE USE JOINTLY W t5' LONG AT INTO TAP N TAPPED BOTTOM TRACK LOCATION Of FASTENERS MAY BE A7 EITHER OF TWO / FLANGES )3(1TTOM B END PANELS ARE I CONNECTED TO BO7iW TARE% 2 STOP BAR EXTERIOR FLAT OF END PANEL ST , (� SHIALL BE PROVIDED AT TOP OF SUCH PANELS. (A). IN CASE USED ENO PANEL ARE NOT CONNECTED S TO BOTTOM CM TRACK (,.O A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS µD SOME INTERIOR PANELS ARE DIRECTLY 15 ONLY USED AT TOP) O (FAST 1W0 PANELS STALL BE SE. rO %t TO BOTTOM TRACK MOUNTED TO EXISTING $ILL WALL R' rS OFPANELwTES, ONE INTERIOR PANEL USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTLY WJ TRACK Ai BOROy ATTACHES. BOTTOM TRACK TO WALL TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANELMATES FOUDWIING LNG SH10WN ON ELEVATION AND TiVA� 1/2' 50(2AiC (5) SEE SECTION 1'. 3' A 4 ON SHEET 24 SEE ANCHOR SCHED-E ON SHEET 25. Min. EDGE 01 ONCE ED FOR TN5 CASE, INTERIOR PANEL USED r / (2) DOES_ NOT NETHAT TO (T2F)E NAIAHIN,/t1,SrAY SUCNAOJACENTNNE�m LEFT O RIGHT SIDE OF 1 TCRpS RlP9µEE1 )$WAVE '0'� A, Tf((/j"✓4).,, THEIR OVERLAPS RETAINED BY 2 a ,aye; ��CENS '-.'P '�. FLORIDA BUILDING CODE (High VelocityNUT Zona ' a2o7a nTEw, IHc _ ND. 4 167 20 GAGE GALVANIZED STEEL STORM PANEL I>�' er al: :; { �`,Q� GLOBAL PROTECTION PRODUCTS, U.C. °'/7./�e I - i p STAR OF- I IL ECOINI:. � - - / `, ''a , , -T� w+a? 4G0 5.. S, STREET 0 `. LQ ID . ',• 4'` : T1A i Wm a twos NIT NwLrANr wz. n w11 .F' (5 TI >a eA�• , YI. SHONE (.s.Nln-75.e. r,W. (WA.X+�-en7 20-176 ••-- nNi n,-,SSW .. wn n,_mI 4 ASS/ON lT(N -o` A"IfNNIN XTILLIt X,s`Iv SIP. mNWrw w- IN,IIILL E YAL/WaMuLAE/D1. IW,L7fRF L P. rr-Iy . Lt 4,+ 7 _ MOST 23 OF 29 INSTALLATION I� WWAme�E�- qi c n WQ, R) \ HMI• - I ' i ^L oa d j txYOWI[ DETAILS FOR SERIES PANEL (XlINTO- POURED CONCRETE APUAUD4colao C01mQ1°Q--� LDrce1[ Ynam , 4 T ra,L (YE -F i _ I �,'.� 4SI) I [A 5 l 2000 AND 1000 E-Z HANG STORM OR CONCRETE BLOCK (Way,- .01,1� WYOWt[ .) \`_--e..0. -I -, _ -:7- `: I:, ''6 -�ID�AIL Q 'I 7 ��4 I- V,` yn •',, 11 cea+[n Mom I• -I w �/6�•0�J/ _ _ �Pca o[r L i % -ria -.4 - - , U 11 ' I 1 1. TAI o[WAA I '� 'I uaW , .Ci I R- QQ I � O �� :I- 1 t ^-01, RIM,, ( MAl I I _ - .- - ( - iWlb PLUM Y.S I - ` T ' , s 1 S I Q R I ."I IN-) I L ,I to OFW I♦ I SAW , 6an) �,. I C e 1 I 'J) S, ' -1 }' I I i �, I I ' - 1- I- I I III 1 L I �T-- r-- --Y-!- 4 I I -�-t ' �I I I 6 I I I _, I 1 I I a bN S1EEi v ! I �tYe I 1 • 4 1 PH[ SHEET 11 I I- L 'i •1-10]/.' -- 1 /•Y-)w/•' p 1 Y[ SOeOUE 1 I I I ` YRIr A/ ''J $fPNATO, y/ SORY Oi I TO O. SS ; I i I I // e'NJ J7 I I r/Y1➢ N •I/.• DI YPAMICY , a I I SG R�' I /e'r.3 ) TD LAA4.ION , i 1 R'otl • �` OIERAP WE SOEG%L L O, li 25 1 /.- - we I �� I Y sour • I faN 0. Dl/ _' T/6Y.)/uJ I x I (' [, OY `M" , 75 W Y' I-'O. YL, SCPNAI" , I - 1/ . BT, 1 ID QAQ I 1 y! I /�EYLM1 OHVW/P J I�lKW1 fMG YUI e i" I F _-' I ; .�+�- -v-- � I I I:/•7!r'I I 01 �y i f zlss,,, I ki I( r :I 1 I Y / I �� P I - . I i I .1 I ! i k I i I i�e''..1%r•:w HN • Y o.c fff)' j II:6 r w) 14 $i 1 I� L_ '' � I� `J , h q \ I I I 1 1 I j i ' r c\ 4mlRlm % i I •, I I [ Ae-� AO�rtW I I P AIpAR• I OsiI .•n,...,.. iy ` u fbni 11 -- - -T .. -.-ao-Nr Y.R 'IH! _ j ! R iil}a'ME fullmnhf. I ` L I/.:-an3/ .a W/ ,!e•wpT' WAo --"••---' `- _ M I/. c sy s.•.-,a.) +• eaa / RraArro ) -1 -t' Ym.-. •Rie!M/°Fw7»' - I Tnw)/R- OCR / Kln d 1/4'.-26u/: [o [6 M.Q /1 IFle `NI I ^I f »J t - --"� ,IS N.041[�)/.• aol,Hm 7. IYArw wWcoW 7I "� I WYaI[Tl Y.DWI� .i•'A- '!"��')!'' / 7�7J•' •,u e)alar I9Q J F W/Tn.N.Tx' aNIOWT[ Yr__j 1 6T`I s`a) '�2-_/ I - [ WALL A -ND DIRECT MOUNTING INST, � y (_warn N D o a .N a Rn er.) -- --;n ALce' ) OWE papME Ilgf I er_w) � WIW HUT c"' '») - IrA< WALL MOUNTING INST. SECTIGN 1r�- � I SCM.0 3/8-• 1 j---y�.. SECTION 2' FOR TO CEILING MOUNTING INST, SCALE 3/e-1• SECTION 3' �L BUILD -OUT MOUNTING INST. SECTION 4' _-` (71/H ft I ' 1i - SL E o O I I` sf2 srEOrrATmNs "TRADLI[N s ra eW 4I TY /e AS SCALE 3/8-1• .t,M,IHIIFflfe,re SCALE 1/B.,- d 1 ---r- r-+--i. or Nw • i W ® p�unSN[H¢d0(�P'Y•d R{�, Y•`Q`\���!�:'T/(�/f 'i 4:'��7J r--�°�s�db L-t-- I Q TDa[s rmr.AT iYrt oHIM + sH0A ,aa m. coLa.lA„DHI d m➢,ara 7oP A 6otroY wuNlNos uN e[ F ' ' No. 44167 = - FLORIDA BUILDING CODE (High Velocity Nurrlcona Zone © I _I I [O.em I. ANY si 1p SNT Arc. "f MALLATM - . •- _ MPla TyIECa, i•', ,`- STATE OF /L�Q ? eL. 20 GAGE GALVANIZED STEEL STORM PANEL 6gar1,"I 9r DETAIL I L�_'___ .YiEGE`1 SCALE 1/2' - i' VIEW X CD Ix- •r ss--..I%.,L.:« r (--S� V \ GLOBAL PROTECTKN PRODUCTS, LLC. .._ / \ IIL ECOENE e'/PATE ITT[ 1ELAa r4 TESTING A, 48M )W. s1 maT Co--' WHIT[, eL w1. �EIIIMe AA. a. ,- AW IAImA n AH" RHONL' Lw)w-7w, ,AK (66.)m-6797 M.w I!I nt-Iry r.. � PNi m-•nI 20-176 _ P[ SG:JSnNA,UaE/fA1E CA-009671. wNRR A ,ALIT R, d� PRIMiIg, . [ LT OW -- N d A CnI^.., W CD _� =3 CIO riiiiiiiiiiiiiiiii U) 0_ a) U CIO o 16_ 0W. 0 BI L. 'a) V J CIO LLI 2 Q z z Q J 0- SHEET NO. SH 1.2_ I I I I I I I 1 - _ _ _ - I IiN I P I!I_p 1I I MAXIMUM A.S.D. DESIGN PRESSURE RATING .E.fJ AND CORRESPONDING YYM PANEL LENGTH L- SCHEDULE OR SERIES tODE/ 000 E-2 iANC STORM PANEL (i) Y ALQ Y P-4-, IN - - : 4' Y ONL A.tA?� L EDR� �^NS_A4_f' :s:➢v.NS -1. Tom[ Rt.-_..StiM.2L WKNUM AS.D M. P?tvu DES" T, I 7' �.T RAT NG I SEE SEC MIMAIU0 SEPARATION PANEL T NSECTIONS 0 QJ55 COIIOIiq APPLICABLE t0 PURE • 660 -75� ] 0 OR LESS 7e a LED• / BD, I - I � I'. 2'. 3'. ' 1. 2Y A 3ti - �l .66.0. -TS.J lLl' OR I LESS I ] e' BOLTED 4l' W 1 /-< �- O. 4' S. WI T P LENGTH BOATED ! 13 S Y, S. A NGA/T A OJFRIM A AOi a PIANO, MEASURED TROTH BO1Tt7M OF PAIR YeIY M A.S.D. DESIGN PRESSURE RATING LR-.E.AND CORRESPONDING MAXIMUM ANCHD R E D- _ mG DKT41kE SPACING SCHEDULE FOR INE BL_K STRUCTURES RES a 'YAL)il ONLY PAN I 'N. _ A_ PE - L7 .'<':. _ESI� �_�=U,B(S_.L___f1.�_-SALE MAXIMUM U I YAWIAIY ANCHORS SPACING FOR i 0. - 1 1/7• ^ j APPLICABLE TO A. .0 DESIGN, PRESS RE - � T � _M PAN APC015 fMK PNAF2WATE IEITLE C ElWTE PLUS ' SECROr6 ! I NAXYW R41(_ __11_ RATING 1 AFIT OOLNBINATDN a NER I LIA0TII 'L' (W.) ro coNXaMCTE 11L11a t0 CONCRETE ro coNGRE.E STD corNaETE 12' NA 1 2 NA 12' 1 N A 2 / NA I. T A 2 OP I n' --r I 3' • 10• }' I 5' 4' 5' 4' : 1' BOTTOM) SER45 2000 t ,BOTTOM " ( ) 1 f 2 S' e' 6' B' 6' FRIES 1 000 4« I N/A I A N/A N/ N/A NIA NIA 2 /2' I 11' 2' (BORON) 66.0, -751 H-----'--- 7' _ - N/A 6 1/1` i N/A 4 r/7- -- --- N/A�"-� 4 1/2' -- 1 N/A }' (TOP) 70' Oli LESS __ - -. _-Y__..__ -i----_ I .�1_. 12' N/A IT• N/A 8 1/2- N/A 9 1/1 N/A I 3' (BOTTOM) � I F 12' - _ N/A .- 12' N/A 12' _ +- N/A 1T• I i N/A 4' (TOP) 12' 1 6' 1 12- 9 1/2, 1 12- I 11' 12' - a' (BOTTOM) UTTED TO 56.0 FA.I AS 0. DESIGN PRESSURE RATING F SPACING FOR ,W51 INTO A SEE SHEET M OR ANCHORS TYPE A KMc AMATXINs W070 MNNUM ANCHOR SPAGRIM AND INUM [DGC DISTANCE ARE TINDICATEDONHIVE FOR LEM HOW INDICATED ON SCHEDULE REDUCE ANCHOR BY NKATTIKWO SPACING SHOWNONSCHEDULE rAIDA FACTO" THISOOERAOPERATION BE POSSIBLE SPACING OBTAINED USING FACTOR SHAD NOT LESS THAN MNMUN SPACING INCTGTED FOR EACH ANCHOR TINS AL ANCHORS LEGEND ANCHOR 719E I/4•• I/4•r 1/4•. ,/4'r !A OW I NIMANR r. InUAVE I.H. - A1C- 3 ] T I [P'= �C`_ (W.) J ) 3 _ J hO YIII o em (h) )._ ] I,-/2 .- N Ap _ _- - AGMII LQ III COI FRCNOR - - _„�' M ._-_.. _ ._-.._ _ _ _-..__ _ _-- --__-- 1 1/2• _. - �- - _ - ____ - -_ r __ _ AS J. W , CO - - -N ,2. _ - ,ao Iao I + REQUIRES MO.. DISTANCE BETWEEN BOTTOM OG PANEL t I,/1' Am ® TO BE /2' "-) Mo. 1 ( H ++ ACQUIRES ueI. DISTANCE BETWEEN BOTTOM 0( PANEL AND © TO BE 3/16' 3/I6' M0. CnuanuL urc cnR REGULAR LIFE SAFETY do E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 _ __ 15.125• (TOTAL MOIR) -. - _ 2-I87-. - - - 12 500' (EFFECTIVE WIDTH) _ _ 1 - - III ` , 2S0•F_ 1/4••-20,3/4' - 750' - SS STUD ANE'TED 500" - - 1.3r - -1 5 7/4' (GYP) - 1150- _. _ 1350' - 374-- ,29' TO ANGLE E 6 1/4' OR a EE I/r oc - N�,.500' ,.250' ,100' lee`- - De8•D, _, - (MAT N RVFRSED) .250'1I C. O.ON' WN. TIAGN /.s } OBtl', , 1, S.J75, ,.67E•' ,,.., � 668' I. I - I 16 F"',,,,1 4 HEEIMED EDGE GALVANIZED STEEL AStu A653 '- TYP �0.2.IXXJ' Lops' _ _ .LIRA• , ,O15' I I hTM i GRADE 60 WXMIM HEMMED 2125' ' J L c-6o GKV EDGE , L--1.500-J M• ' DETAIL A K _.pg4• I.. - M PANE STORM AN _ 1 _ 1 J50' O J50- -_- - -..--- 1 - _ ORAL A 2.000 - PANELS SHALL BE INSTALLED ALWAYS - 2.3e7' - - FT OFPANEL AC17`LGAT * 2) `H` HEADER O3 "F" TRACK O4 ANGLE WITH STUD ENO LE70 ' EDGE � PANEL CON- (MI j -its END LIP ' 375• 270• GALVANIZED 5TEEI W/ ,dwwm CODE _ o wx' `�' /�////Err--" 1 , "11 , PANEL • - � : AWc � i -. j --5:. 13]•I s170' I GO �'I 1 'I + Ii 1 D. 7 ' 0.250'r 35 - -0.250� i I • B25 I I ..,11'TII 1 I 22501 4EYNED1 , , .07' r 625• ODP]D0' I I;'- -. � PIWfL \ (1 S; OR - - .r ISOMETRIC VIEW DETAIL A ' z70• - i37•I _ I ` - ' 750'l ' ROUNDED CORNER 0 ENDS OF PANEL'S 957E _ l I . 4AL .114,•' I `'_-`•.625" _ _ 12s' ENO LIP W/ HEMMED ---2 37e' - EDGE. (N r.S) 375- , F1�WF4�EF � Dims J 3750• D7r , 2500- , IIN'.oar rW) 75D L124• - 750' - EDGE (F PAL (5)KEY HOLE WASHER 3105-M154 ALUM ALLOY © KEY HOES AT PANEL ,et]' - 7s°•_ �T Is SEE SIFZ7 6 TOIL ADGIIDNA LAnATIONS F SLEEVE LENGTH IS I i•. _ i 250' -09,. 1�' O SLEEVE 2 1 /8" s 12S 1 ONLY WILD FOR INSTALLAT10N5 MTIo - (w 7 P wcoD sTROcrMREs n I I.240'- - - ' 2D00• - 2.000• 3750' - - 19}' (7 REV. "H" HEADER -((- I� '.050'e ® "U' HEADER 1�\ L 'DOO. A ellNt' ( . (I 1750' I 250' (TIP , I' MIN TO 5- YaF. - ff ® SLEEVE i" MAX, - 7000 LENGTH Is 10 ANGLE ,,,,, 11 "J" TRACK t© PANEL O IAMrW,, HANGER n. 3.000' - STIMI A Loy Je4 -_«�• AAIA141'I A: TIE("hbE6 U _l �i�!ll�)�4` WIDE) 1 , 50• L-_ ' J11' 656- - F'- 470' -jr- 775' 1.87:' I • T p 4 11I 660' 2.Dan- 11.IXXI ' :> _-ION e � MIN. O a 082' AaN ' - 750• �r`°��TCQ ,/ �, (USE ONLY FOR E-Z HANG STORM PANEL : �P,•'' LENS 'i SYSTEM) Ii063-T6 KW. ALLOT J i0 '•' S. - NO 44167 'E FLORIDA BUILDING CODE Non High VelocityHurricane Zone ♦ L C2920 RT[OD. INC. F.P. ' -tee' > I_Z, I \,P ,u' s, a' 1 1 I �` % •a' STATE OF - - 24 GAGE GALVANIZED STEEL STORY PANEL DArI., n _ 2.DDc _ _ , (TP) L p - -SEE SECTIONS "1 050'' - - :9- 2•A' DT n mm MIN "'- O '' `d:a AO .• # GLOBAL PROTECTION PRODUCTS, LLC. /DR ,- .�., �63G IL ECOINc _ }% RrtS'�S ]D4' A C"4AAn< Ml :TES11N1 A E,g11KE TH6 col Y q� LLE r. s 1RIWr •W,.A N Y.A / 1 =A.= ,T�ai1 p -17 -7 T en] 2 O 5 PNONr(es4)MM w. NLro64xee 1 BUILD -OUT "F" 4 BUILD -OUT NEW TRACK 15 h `� WASHEREO WINGNUT ' '"1 M- •,,'WITH-'[TI U-0o0o r ORA•TNG I,- TRACK ANGLE (2ANAC 3 ALLOY) IL gA,/5'AINI)PEP.NA,R WEARER A Tun b-1eEc O 2 el le INSTALLATION DETAILS FOR REGULAR PANEL J', I INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION ^ONCRRE ANCHORS (SEE SCHEDULE ON EXISTING POURED CONCRETE (SEE SCHEDULE ON EXISTING POUREC CONCRETE SHEETS 9 THROUGH 10) OR CONCRETE BLOCK SHEETS 9 THROUGH 10) OR CONCRETE BLOCK REQUIRED. REWIEEC f,l,.oN 11 �1, TERNATE LEG AN- ED ' LOCATIONc CRETE CHORSEXISTING T ' POURED 4CONCRErE REOINREDi (SEC SCHEDULE ON/ rSHEETS 9 THROUGH 1I' (2II- I NSA .IS.EM NGD :X 1., '/4• , '. a-Q) -,� __-- ni sinm nX "1 �"' -, 211/i�' LAIN Msoxl.a _MAX I/i -21 " s 5. 3. r/ VAX11 -. N CONCRETE ANCHORS ' e '2 In, OC I , 1 , , 1 1 (SEE SCHEDULE ON ,/>• _,*__ 1 1 1 SHEET$ 9 THROUGF• 10I I ( I/.Y-AI• I ED 1 ^ 1 �__ I ED , I- ! L y�' � �..Ecc 1 1' Ym. `:./ .I* 1 I � /, I PANEL LENGTH I I - EXIST 1 ( ` LD I ' (SEE SCHEDULE G175. p I / � I I iii--- ON SHEET ] 1 I , 4i-ADM'' - I \ �) I SEPARATION I /�) FOR SPACED® } .j� I - 1 1 A SCHEDULE T() GLASS. ON SHEETS Y , T AT u� A I S 9 r 1 (Ua rM HW14 TION ,O GLASS I I/.'r-Eo.,' (SCE SCHEDULE t/4•._p„e• 9 A 10 i ''' i D.0 1-a) 1 n L I eOLn • E ON SFIFCr 3) [ I + ss San W,o SPACER g I E LIMRII _ .I L I i Ai Too. O6RAs N I 1 I 'I • NPr. l (SEE SCHEDUIF ON I I A F'1 O.WAP� i SHEET 3, 'L` MOVE. Y/. Y 1 tl PANEL LENGTH I Ar 1 (UM 191 IWD ... 1 M�>v-,H pI AIR" -,,�, L ( (SEE SCHEDULE I - ,EfOIH IXER 1HI'j PANEL lFh'GTH 1 y/ 1 1 (SEE SCHEDULE r.MT,tjG i EO 1 if I e MIn. t ( ON SNfi' 1) .w I EXISTy{�j ON SHEET 3) 1 e Y SEDARASS. I GL7S5 -I i. I Gt155 ` - 1 10 GLASS. ; (1 I {II .. I ^1+ I I T -.I �' I I OF •L• Or L .. AEON SHEET 3)E1 I I SQx ` 1 -'�. (1 1 ` 1 I I- a 1 / I I MAX � I I MAX I (1 ? I I ,, I /4"1 6 1 I �� I f{ 1 1 1 ` E D .I. �.. _d SPACER •j I E r -I 1 O 12 1/2- D.0 7 y I I E 0 ENG H I I OMA%L •iiII11-1 20.,• I 11 J I H NL O ea s I 1 (. • ,/.• Oc CONCRETE ANCHORS CONCRETE ANCHORS jl' , 1 t _ L_�J I EXSiMG POURED -•, (SEE SC9EDULL ON .1 4 (SEE SCHEDULE ON SHEETS 9 M40UGH 10) Y SHEETS 9 nIROLxH 10) (g 2 1/8' LONG MAX. ALUWNIM �. CONCRETE . EDGE a WALL OR SlAB T A. �-7 SPACERS O 6 7/4. O.C. VALID FOR REQUIRED (VET. CON01T)GN) 3/a EXISTING POURED CONCRETE ALL DESIGN LOADS AND PANEL .11 . DR CONCRETE (LOCK EXISTING POURED CONCRETE LENGTHS PER SHEET 3. CONCRETE ANCHORS kx\ RCI2UIRED. OR C(�RETE BLOCK '1' MAY LOIN: ALUM UM SPACfAS O (SEE SCHEDULE ON 0 _ 12 I/7' 0 G. (SEE TABLE I! ON SHEETS 9 THROUGH 10) E ° _ SHEETS 9 A 10.) I CEILING AND FLOOR MOUNTING BU1LDiMNTINSi WALL MOUNTING JDIRECT MOUNT W/SPACERS Q OR SECTION 4 SCALE 3/e-1• SCALE 3/9.+• SECTION 6 SELF ]/tr 1' M.IHIIIIIN"„. ,,.��Ea A:.. A. I` • CENS'• ✓gas •-•. r3L: \% F • s FLORIDA @UII.f)(NC CODE (Non High Velocity Hurricane Zone) - - A:>om nTrm TINGr o. 44167 �. v STORM - = 24 GAGE GALVANIZED STEEL STO PANEL OMW F s *. .# !9R1_L_EOti_ QM1IN6T10LLOE__SECTS)N5. A' - c /7/2]/mrp E.D. - EDGE DISTANCE = 'a'• STATE OYN +- -=� -> % I L E C O INc GLOBAL PROTECTION PRODUCTS, I.I.C. DATE: (SEE SCHEDULE ON 7DP 4 BOTTOM MOUNTINGS CAN BE ,t.. f * `� � ANTO I.R II STRUT SHEETS B A 10) COMBINED M ANY WAY TO SEAR ANY •, FF .,LOBED A j-vL'c� L TT(9TWae A [IAM/N4EDKM/a�N:OIL ANC. 1L SSJ1• / N«-(A,UJ IAt 1�,oEw At-.Mv rNoe-(1oI,K6 71H5, rA:(9 Ram'7a7 20-175 ,,I;,,,,/O INSTALLATION. - M LWRNG No. :A-000S7,9 IIIIIUU. /SCNnURI:/DlE XwLTIW A Tun L PE - 1'O -1 aNECT 6 01 1e INSTALLATION DET I R SERIES 2000 & 1000 E-Z HANG INTO EXISTING WOOD STRUCTURES ' LAG :.CREWS . E' O.0 +/ (--- - TH - POLED PTT4ETRAROk - U M:.. i' •' •0.Y, - ,;.'e _AG kNEw"> O 6' Gf r, '1 0 cxITMG W000 HEADER .I[AOEit W0,1t3� I/••. IA', SCREWS a e' CC W/ `r- T/7' W- THRfAOF[: fCNCNAI:DrH RAT IM ON rOGE ,/)' wn THREADED FHNE'PAtION `( tr• >rKT1NC vOCi Hi R ADE 7 I TOx + [ FI H A !14 I F- 1 a u LNr cr . ,/•• • 2N) , /_w df CeN /u.r � _ I � I N / 6•eRne W/ 7:e•. ,a� +,Ii« s u cNc: �„ •� 3 -..� Y' NVT W ,7 0, ' i A . LAG 5CRt-INS a c l u n Sx I I s' C c R / 5 I / � 6 I .Buis o u '/•'• /'i1 FUUCC RCNCTRA l0•. I ].. t 'I. I I E - - W -e EXST«e NOOC r,EwER 1 1 � (SEE Pi_av, : 1 I W['.�G .9 u�1R'A,TM 3/]7' - I B tL A M ' � �" r.E ( c) a I' l5[E CETN. f I - rnl '(- d C i NOTE OF.LOIoTT4 J .,, SM5 3/16' wvm PAR RMT -L - tl { 1 e MIOWInnI 0 f FRY t I � e U END N' g P) 1 s! 7- -11 rM0 HEALERTie - / I N 1; I I+R SCE DETAn I'2• A 4E0. [J � ( --{_ r--•)� � - NOEC IA SOC'A) s I-, 1'I i - W(K'f. R IICAOf REOUNAU _ I _ �r€ _ 2 Tops- wInJ•+ 5' i J � a'r-TOLL/•" "'I �': W 7!'E' M1.1 i SEPARA ON T. TH6 W - ' I I\J "" 0 CLASS - 7 ' J1' 3PATU1:Oh 1 .0 G1A55 MS ;)/6Lr.J+3:' i rnNL N'.!: 0 IW I•MV .-EAFT I II" O - O. III P I EVETHOVI.IRAP -i SEINFA " i I - { ` 11 II:A uT.•FiJ,i.- - ,o cl Ass I/ s�:/•' 7 e«3 , f 1 I uPARADaI - Awc t / Ij Nu • wwG L w e R / w P TO LASS I rK OvCu�M• Z I I , MRr OKT- 000� 4 - d . 1 . - .1C•vF ((: . 7�;==�� � - g r� -- i I , 1 ;b6- � 4 �. ,I I q I ' 73 - , At Y �. p �3 - ',1 a I N � .I -r-7 5 S I 1 ) 1 WI ,) r e'r x .Ji72" 1 QQ� - )- 1 X I 5 � s ii M I I -. I - - WING N . III I I -- I (2'.3• we. l� 1 !;a .I I, I 1 ,74•. PAH ,AA - iP E Ir ( rz "U""' .3, r - 1`/6'i. J wT Ruc w 7 ^q RANI - 2 WwG / �iA W I JI "L II _ �D+pP/ .{ I': Z0.3i•' Y.S ID 1J" ; :/B•y4, REA,AED - -{\_ iH-A�():!.'Ailr 'SEE NC E 1- 't, -I 'v`,C;` ".1• , .- if ) I` ( I w/ 7/6•«3/12' WING � N,i, CN I/a-r MN,/•. . 1 - ( _ 1 ,• wn _ 'r :AG >CRLYK a 6' CC. W/ V:n "2 NV w um fW4fA0EG PEHE"RA: LIr a wNw ctAiC+RE'xI'- - `/• / W vl �_ `NTH Ih.0 /B J2 s1.G N0 tt 1A lu P R. P N 9E19W WDWD 4rz Ai SE [S 70X: G -. LR I • 4- I Ifr CR nN LDL' 20a J A % y/ RTC^ I B I/..-:OFJ •' `/6Y..)/JJ' I (2j 1,•4-,0 PAnF.MAT wF' _ nnlwBS[RFw (5?E Ni1K 'A NEtf,r1 w5. Wj T Mo PENETRATKq: • 1 a WALL MOUNTING I w: NU Ni'7 oc Fo INSTALLATION '-- - 1 •i- .w SCREWS a 6. Ot W. r Lw SCREWS, e e uc .,' ;�;2' son f2! 7'.• I N;I Wn THREADED PENEIRAT:iw Mm (21 2'..'. Mn II!REA:AE➢ PCNE'RAT,IIN WOOD curt SOIJwC' - WALL MOUNTING F,Ai OP DN E!wi ALTERNATIVE 211W WOGD PLATE N:0 HR TJ a Nro•ro H m Hurt n Y.•' w00C t(AT ON ON t:'1rS INSTALLATION SCAIF '/'1.. Alxf .i PEA'[ RsDLRETI : V1 "'W ALTERNATIVE 1 BUILD -OUT MOUNTING SHALL /. -• 1 FLOOR TO CEILING MOUNTING 1NSIALIAT12h ft= INSTALLATION ALTERNATIVE 4 W :W,TAL T,CNS ARE DYLI •:WC Ti)n- 6AI,fANGS WTn A' G )ESIG,- ,GALS ........... I",11 SCAII , --I' C -660. _75 3 1.1 AND PANEL S IIW,'II 'JP TO-5 -10' vl a"GA. T!( ERNATIVE 3'�W "AIR NEW WGJG FRAME CGNSTRUCIgN NOGI: uEADrRS IC BE i0+l:Hc 4,. nl ,$.- ff�"�A• ....,,,(/, 4 Sc'r !/E-=I• QN".•" ''• ✓ ENE NF (. W/ SPECIsI(. OENSm DF .1 St CA C01a� 1 _ i '•.'9 �� -ao3�\CEN$F FLORIDA BUILDING CODE (High Velocity HurNcov Zone) No. 4 ;,Jrw nlT,r,. Nf 20 GAGE GALVANIZED STEEL STORM PANEL FP SfF SAS P: AT4 NV Rf W&EMEn^5 ifA IISE Jr S'JP .II A' i(W .C, I * Tk Gy,,,, 8•. W. AS BANE! cOrANERION TC TRA(.NS (�1 JII(�.� AT 9O , w 64ro 0" RR,TM,' •UlG-W 1� OW 3D 5 INSTAiNrgN ttPE ITN SiEin 27 ETJU+RrD = STAT OF �� GLOBAL PROTECTION PRODUCTS, LLC. P7/y/2mo .� At0 Dp• .'�/ - -- - """ I L E C O FNf: w 1'GR c. TXW[ >< <FaL-rs AETERMAtt TOP ♦ ER WOOD . R., CJ'•.... �j;//•w1o^'ir% TKLY T1TWC`NW++�`LMFW C ANi .B:IIOW`LSN)JSTRFP Tcc a 90rtGw ucw+4AG5 cAN !u 1'04ETIxED 'N ANY CONDITION ! ANCHOR OCATN)N ,.,, S1Q 'Ex - � . n v,r PHOE. ;Ps, nlee-r6.e. rn. ras.IeB _7 20- 176 N L WANT 1:: st'11 AN, Ali'KLA1.1CM _. A,... TIN,. ()I-wM t... i n,-INN S,Y4En ,/•• ,• 111NNH1 los IEyyI I. -I., ` DW,_ m 'Mr SHATTER TRAC.5 NOT iHC4M GOP ,,AP:-T sXAu`AGN4TUACIIMTT WITL]H A iWUi :. P E rig4:i07 iL1It :E A< M MAXIMUM A.S.D. DESIGN PRESSURE RATING (R s f _ AND CORRESPONDING 1/4. 3/4, 4/5. 5/5 a 5/5 MAXIMUM SINGLE PANEL C> LE REGU LENGTH "I" SCHEDUONLY FOR LAR STORY 2/4 1w/6. 2W/6. 3W/7 & 4W/7 PANELS INSTALLATION INTO POURED CONCRETE- CONCRETE BLOCK A WOOD (t) -3' MAX ANCHORS (SEE SCHEDULE ON -3• MAX,- V MIN SHEETS SHEETS 9. 10 AIL) ,• „FIN SINGILP (- ° '- ° AT LAGIi F- -_. _ _ -_ AT TOP OR BOTTOM END WRN TRACKS ( � t�j A 1j DR 0 0 O _ - a WITH TRACKS J) OR (11 * DIRECT MOUNTED AT EACH JEND* ^ t..� � -t- I :-,�__T_-_ � ,^ -T. PANEL LENGTH "L+" OR "L-" (ft.) O MAXIMUM A.S.D DESIGN PRESSURE RATING CONCRETE A WOOD INSTALLATIONS t (post) IFo, -) *.. _ - -- 2c10 T2'-O' 12'-0' - - is 0- --- 12•-0' II'-e' Ja0 ?,.-a- ,0'-9• _ _. JSO ION -ION 10'-0' --40.0 10-1' 9'-4- __ - 450-__ ➢ d- _ e 9- 500. _. 9 I' a 4• LL - 55.4'--.. 6•7-. 6 IT' _ 600 - A-J" _ 7-7• 650 e'-G' r-4• 700 ] e' _ _ __ 750 ] s' ___i:?,- a 10- _ -. e00 _.. 7 2' S 7 -_- e50 7 O� e s -_ -- 900 - - 6'-9' _ '-2 _ - -930 _- __6 ,'-a'_ - 6 5• 000 5-11, _ Is0 - s'-7' MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM ,AS.O. CONCRETE A WOOD DESIGN PRESSURE RATING INSTALLATIONS t (CI.. t) I. R -) L+ b 20_0 14_' ,I-O' 26.0 12'-10' F1_-e-e 104To II'-7'_ 10-]' 9_9"- 9 _2' JOG --^3S0 40.0 9'-e CID "-I.e'-7' 50.0 - e' 7 6-2• Ss.O e'-J 7•-9' Sao 8L-0 7-5_ 65.0 7'-11 r-2' - 700 71_ s e r I.- 750 ] _1 6 -e' es.0 7-0 6 3' -90.0 6 -9 6 I- 9s0 6'-7 ro'- 100.0 6'_3 5 '-- 10s0 ......5 4' 170.0 - _ $-1 1150 0' 196 4 -e' MINIMUM SEPARATION TO GLASS SCHEDULE MAXIMUM PANEL LENGTH WIND SPEED < 170 m.p.n WIND SPEED > 170 m Ton Im) _ _t--_ UNRM"WNED 1 REStRANED IUNRESTRIMID RESTRAINED 30 OR LESS >3) 1D 90 I' I 1• -{1 ,�rI 1- -J 6' 6 Ip- I 7 1/r 7 1/2' - >90 TO 145 1• ] I/7- 7 1/7- >1a5 To I --- 1'-- I '-I- - I-7 1/2--- MINIMUM PANEL LENGTH (In) FOR A GIVEN MOUNTING CONDITION mil. V 01 V I �,, - I I ' I i . ' 1 . _ . - . _ I )- i .. _ _ _ . . i u . - - I o �Nh( - - - - - --I -- - r' I ;UNBOLTED PANELS : +BOLTED PANELS W/ 1 N-20A 1' d , ` (SEE SECnONS AS :IRRIGBIF) j 15 S. N.S. BOLT W/ O EA_ OVER iG3i I (SEE SECTIONS AS APPLICABLE) - . I I ' . T I I I '.I T I' I I o I ' '.. :N0:11 I'O'. - =N IO r- i0! OI ® Or ® - 3 YA% - - 3• MAX ,• YIN 2/4 1/4, 3/4, 4/5, 5/5 R 6/5 I• MIN, 110I 2W/6, 3W/7 A 4W/7 - - - - - ANCHORS (SEE SCHEDULE CA, SHEETS 9, 10 Ai 1) - REGULAR STORM PANEL J) ELEVATION 2.687' N.T.S. - '/1` M. GAP 4 (MUM. QAa/P -1 Too wur"') 4 TOP DertcT `*' 'u- ,.5'Xl 5 5- 1. "f' TRACA A 9Jo D-ON "'APT ml �� MOUNT I HEj DIR HEWER ' ANGLE ' MACK ' N/SYf „-*SIDES LOSURES - I DIRECT MOUNT 46' I ]2' I 32' JS' S5' I so, SO' ------- I 5'.1.5• STUD ANGLL 35' .. 37' 32_--1 -- -- + 36• ]B_ i TRACK -- --_ SS" 12' 32' 4r 67' 60' - ,IC' -- It I SwALE CL��f15URE5TMOK ANGLE -50' ---'--__ I 32` 32• Je' 60' 56' 56' / __ BIIiLU-OUf T 1RAOi _ __ 1 ---T----i- -+---r__. t 50- I 32- 32- 3e' 60' S6' Se• .r _ - -. __-� I,AX/4� SECTION A -A 1 1' N.T.S. NOTES: D(1) L4. MAXIMUM ALLOWABLE PANEL LENGTH FOR A CNEM FAMINE AS-➢. DESIGN LOAD. MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE ASO DESIGN LOAD. (2) P-: ROCEDURE TO DETERMINE MAXIMUM PA,EL LOAM GNEM A POSIIWE LSO. DESIGN LOAD, DETERMINE WMAINUM PANEL LENGTH n..' FROM SCHEDULE_ GIVEN A NEGATIVE ASO DESIGN LOAD. DETERMINE MAXIMUM PANEL LENGTH 'L= FROM SCHEOEAF- FWkk MAXIMUM ALLOWABLE PANEL LOOM Is ECIUAL To THE MINIMUM OETERMWEO PANEL LENGTH BETWEEN l4• AND 'L-•. (3) SEE SCHEDULE BELOW FOR MINI. PANE, L040A FOR POROSITY OUAUFIGITON t INSTALLATIONS IRO WOOD ARE LIMITED TO Y 95 p.&A MAX ASO - DESIGN PRESSURE RATING `AHNi„ A9g i, 10 A tT FOR MAX A5.D. DESIGN LOADS A MAX. PANEL Lf%VHS FOR ,rip, •- ' EN SPACER -' is USED ryI FLORIDA 1 n High YelOcl Hu cone FLO IO BOLDING CODE (No N ty H Zone) * � •) S C20Ga TATE[/, ee 24 GAGE GALVANIZED STEEL STORY PANEL IDRAW'sEW TO AD '-,1Ff' •, S� /aN r44167 `\*' - - ' = -_ \�F4.+-�.,L_� AI 7 +�' 1 C*,G A ` jI, IL ECOLTUN:. \GLOBAL PROTECTION PRODUCTS, LLC. 5 STREET` twOwL (e1H)w-te,6, FA (a6.pei-11»] m/21/ 11H,•po'. TEaT.roAaE..rw.°"+cWFt'u') N-. 0`11I'II=.I1>NT G-o016119 MLTEII A TUT X_ P L NI 20-t7S a MIIINI� N,��2 1W1Q1 S o 1/ INSTALLATION DETAILS FOR REGULAR PANEL (1, INTO WOOD STRUCTURES y-'----"'-`L_ L SEPARATION ' - .i \I WOOD ANCHORS 1 TO GLASS. 1 ' f (SEE SCEE I Ass ,» (SEE SCMEDUIE ON /4•r-20H 3) SHEET 11} I'3 111*-. tI* eoLr, 1 ON SWEET 3) I o, `� 6' e • 1/4' OL. I A T. 1 (LQ fV, PWD ----T--- --- -- ' F ,� `' ,D4.'N IAEp 1-A'1 , I I EXISTING-.1 I i' u4v. wODUREEADER _y I_N' (Z ' WOOD ARCH I CUSS I I 1 1 (Sfµ'E¢$CHLENGTH E ( Ep LE __) - i H 1 ( 1 , 55 1 * i( 1 `WVI_ I SHEET IN ' - N`LcDI ( F-1 ! i SO% SPACER i1/t ,OIR - 1 ' j RDI 1 IFi $PARER _; ; (ice Or 'L• 1- �., _ J Mm I I 1 _ LEHOl1 ! _. -'r- WIND HEADER -4 - , 2. I I I ED i ) ; 1 • I Mln. :,, ; ` REQUIRED i Nln i - I i 1 1 �'-1, I - DON, i_ _--- 1� � 1 ! Ir 1 EO '_�S 1 ____..-_- I t .l _ f 1 I E -� 1' MAX. LONG AL,JWMUM SPACERS 0112 1/2' ( ;-� I :r ! ®OC TABLE _ - 1 (SEE /1 ON SHEET 11.) E Nlln 1 1 7 1 'I I I G i SEE NOTE - BELOW FOR LIMITATIONS FOR I SEI I- .. 1• MAX. 1 1 1 1 'EL i 1 I/2' LONG SLEEVES. LMAXENGTH E_- To GLASS f R ; 1 F PANEL LENGTH 1 I PANEL LENGTH (SEE SCTHETWIF 1 SEE SCHEDULE ) E (SEE SCHEDULf I ( I T . p 1 I PANEL SEE ro 0 PANEL MUTE OM $REEF 3) I ON SNCFi ]) 1 - 1 ON SHEET ]) - 1 I ,/•k�l. .. ! I I PLUS (SEL SCHEDULE ON SHEET 11) SCHEDULE I 1 �5 pa5 W H N I 4 1 � I 1 Ain._ 1 I 1( ? I ) 1 j W ID.1 1 -. I / lltst IGR I.I.C.D 1 50 GLA55. I I 2'.A- WOOD S ; IDTXH D.E" T_•-) EG�SNG S _1 -7 1 (SEE SC/1FDU.E 1 / RATE REOU!RED GLASS t GL 1 i i p4 SHEET 3) DIRECT 4N I I i S I * I ; - / 1 I E ALTERNATIVE 2WCER I i I 4 1 --'_I r- E 1 T 'i SA SCALE 3/B-,' 1 I 1 I ' ( SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A 4 O 12 r/2' O.L MAX. AS.[) DESIGN LOADS FOR THIS INSTALLATION. I I 01 '' 1 1 I I •_ i (� ,y Mm ED I I E -- F 2 1 I`___ ' __..1 . ' _ I . EO i j 1 1 1 I .. WOAD RED,HTW/ * Jt[ NOTE: } p I ; STAGGER.. EO -A STUD 1 'I I I (SEE SCNmVI£ oN Y4CEW Y wi 6 , 1/2• IDNG F. - 1- (SEE SCHEDULE - __,! -_1 _ __ - ___.- (1) INSTALLATION 5 UNITED TD A OWE E1GM BADMOS PRM H5'-0' I 2'14• WDOG ���\) >I(mm I, MAX 14Aw ROOT IeJoo (THIS 5 A RES MCnOH T1D11 ANY � \/ _ _ BuYDNO NOWT CUR MLT INOFATEO ON Swer III. PLAIT_ kEOUIRED WOOD ANCHORS I••. t} E 3 Tow 0 ro "AS' IID,Gim - Z•X4• WOODREQUIRED l2) ATGDIK GONG THIN., CNO".W Y OIANEL WILE FEMALE IV OR I STAGGERED W/ STUD I 1' SHEET REDUCED M /AIR ! SO COME ' 1.'. PLATE RfOUIRED TIAND, NF,R PLUS) pWl K SWCED ANARIA AT 6 t/A' (SEE ON ,M AS THE FOuLDWWC - 0.C. SHEET 111 CorPLFD Wnit (INK K A A6116GigN FRDN 12 1/7' aC SPAOND ALLOWED TWA 1 (1) MAXIMUM ASO a:ID PRESSURE SHIM e). TWITTING 6 .ee, -66 P4.r. (3) MAX. 24 GAGE PANE. LENGTH a UNTIED TO 0/• A ANY OPENING : now CARPET PAFFL Lfxcna 2) MAXMUI STORM PALL LENGTH K WALL MOUNTING / DIRECT MOUNT SCHEDAE � ". ALTERNATIVE 2W (4) IW i/2:UDMIS SPACEROMPO CIo PULONSMALL.B a" WALL MOUNTING (3) POW PA1p .W.-ATM K DAY M 4 ONLY -1 TERNATIVE i W INTO, AN DosTI1D eo0o rNAME 1MU. SCALE ]/e.1' - YTAD F1A WHO ZONES 1. OW 2 AND 3 AS DETTARED W AST1 ALTERNATIVE �t E-1M6 STANDARD ATID THE 2010 (7VI MMON) OF THE FLORID SCALE 3/e-1` 1 (4) INSTALLATION VAX ONLY FOR WIND I ITUYDTTO OWE I ZONES 1, 2 • 3 TEII ASTY E Isms a IMNHN - __.-,_. _..---" -_. - .- -.__... - .-__-------- _ K: 7/!4fl __ ----- - R ••'; " MOTET: �if�P\,' �\CENS FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1 I " TI I FOR - NSTA...A ON ARE ONLY VAL D C W.X. ASO - 1ID20 MTFLO. MC il. aN o N - M T 1 NS D.44 NJ2TE_FOR CO fliNAl sfcnD 167 - - 24 GAGE GALVANIZED STEEL STORM PANEL P '1 Ti T - -EL DESIGN R JR RA N .s.! AN PA4'' NG H aMrN e+ ESS E G (p ) D L_ LE S * TOP 11, BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = 1 * � * E _ / e,��M - -'• STATE OF--•- 'ram- •'' GLOBAL PROTECTION PRODUCTS, LLC. COMBINED IN ANY WAY TO SUrt ANY ALTERNATE 2W') =9• --:� IL ECOINc. DW M$TAl_U110N ,"' '^O sr s, MEET /Co'Ea 11UL.: T[EYe40Y 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD m"NR•.A mi�1i11Yn anEe n 1. t y0-T7S S,,�ORIO.N ""' °°•Im�w�1 eT-w• INmNE.(w).w-]eu. A tw)Ne6-e1e] I MEMBERS IV BE SOUTHERN PINE No 2. W/ SPEC FlC ''V ,RAGE .INX / �N. DENSITY Or 0.55 OR EQUAL. 1rF..... BATB: G-000s7,9 Y FLUT A., P3. R 4n Nio , SMEI 6 O IB nOP10A Lk Mie] - -- - -- -7 GENERAL NOTES n F10R (FILAR I_TT SAeti}'/ t F-1 IYMa smft PAIIfTS4 (C) l4 S+SA.YC'URED A_SS-INN„' _W9SU._CH I I t�i10R1A FANNED SHOWN ON THIS PRODUCT EYKUATION 1000MENT (1+ED) ,AS BEEN VERIFIED TOR COMPU.AHCE N. ACCORDANCE - ,/."_1Ni M AS YMIUFACIUREO BY i W UI "/ INl'. /'PEON ANCHORS, B LOL S, AS WITH THE 2020 (71n EDITION) Or THE FLORIDA BUILDING CODE THIS S10RM PANEL SHALL NOT BE INSTALLED AT HIGH - /'4-IO PAEWAiE iQ1Kf IC AMC CANELMATE RUS aVCHOgS. A; MANVFAC'L'0.[D 8+ ELCD CONSTRUCTION PROCUCIS. VELOCITY HURRICANE ONES MLAAR- ROWARD COUNTIES - I R P- N. LOG U E 2 DADS B 4Y LAD SCREWS 7: b S ( / / ER DESIGN WI DETERMINED P N 6 9 F N HP N D C FUA A BASIC WING _ - C LOADS SHALL BE GIWCT D 1 O 0 :IE ABOVE E 0 E OOE 71 '• .RI 't Y DFt w Y 6 . 5 tl" WOOD BUSH'NG. A5 pS BL EO E AU H0 5(:RF BO' A SPECIALTY O PEEWIND P c P ) FOR A II S K REQUIRED Y THE P TWN 5T M L MILL BE +N51 E[ AND D D1REC 'tt (ACTOR ORM FEEL EOU ED B IHE JV ISDHC WHERE OH NINE AU ONAU H eS USING S- Y n THE 1 .! T CA I N M P' P ' F,+ 7 16 MO SHALT NO E. CEL C MAX NUM (A3 O) DE51C i PRESSURE RATINGS NM. TCD ) S E_rT5 C ij MINIMUM THREADED LE ,ON INTO WOOD Of fAPCCXV ANCHORS SWN1 BE I , /2' AND 2 _P FLCC PAF.LMA7E PLVS itN 3. 9 17. 3 9 ECRU 1 A 17 AN PAH r i 7 ,6 C ELMAI_ FEMALE IO a: Fr IN R T W1' THE AB ON ION ULTIMATE 1 WIND LOADS DETERMINED .R ASCE 7-16 SHALL BE F1H5' ,RUE 0 VE E OVF C DTl DESIGN T P i PENETRATION INTO 1 I 1! If) 5 P n 71P TI TN N IN M iN A.5 : '` Z MINIMUM THREADED LNETM NRH OF :AG SCREW 0 ME FRAME UNIT SHALL BE 2 NO TNFEArEC REDUCED O A D DESIGN PRESSURE RA NG BY MUl l NG f BY D6 ORDER 0 LO ARE CSC W/ MAX ( (J 1 OF T DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 1HRU 12 A t], le PENETRAT1014 INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRAnVN IN OPMR TO VERIFY THAT ANCHORS ON THIS PC AS TESTED WERE NOT OVER STRESSCO, A J3% INCREASE IN KL OWABLE SIRES- FOR MIND LAMS WAS III THEIR NCFASTENERS SPACING 'O WOOL HAc BEEN CTERMWCD IN G ]) 4EDGE DISTANCE OF .SC4CMSFRO WU >NABE ASINJ,"A EUIN TIIS ORA M kG ACCORDANCE WTN ND.S. 20:8 4' MIN PENETRATION -RING Seal" 1 '4- - R S. . 1 I •' L NIN1M U C. MEAN PE CTj6A °F W1X30 EAJS _ 9E 3 e r 2C SC EMUS USf.0 HM' BE /[ ON' V STORM PMEL UACY r .PACT M RESISTANCE HAS BEEN IN ACCORDANCE WITH EI'„•f1(R. 1609.1 : OF ) / / O E ADEQ OP AND ND f _ CE BEF S •T wn ulrou WITH ORIONR[ SNOUI.L STUCCO E _ AND UN FOR WALLS NO STUCCO THE ABOVE MENrIONEG CODE AS PER AMER+CAN TEST LAB OF SOUTH F:R OA REPORTS /Op,40'-01 AND /0219.02-09, 4 1 T R P Tt I-1 PER @ A3 C 730-0AND AMEIONS 1E51NF SOUTH FLO KL0. REPORT [3G ° AS PER !D IA$-20, AND TANS-203 PRGr0005.2AN0 As PER CALCULATIONS PFPc(Xa4E0 IN K'CORDAN[F w,7 SECTION 1604 OF THE (-5) CONCRETE PANELS $TIJCU OR BOMOS BC rOIJNO ON !,HE GNASHING Vl TA P NU A',MER D I CASE TINT FNSHALL STONE. OR OUGH - T7 N II T RF TH A n WALL, LI%'A, ENOUGH HIND ANCE ORS SHALL O E MAIN STRUCTURE BEHIND SUCH AELs rl OR!oA BUIi01Nc CDDF I CH S 1'I N ': IN C C 2%1 M 514AL: BE AS M 4 0 EI C I I A L a ANCHORAGE E , ') ) -I OY 1 P - H 'i NL AL'MlNOM iXIRt STEMS 1 BE 6U63 6 Lc ANF. EM CH UNLESS OT ERMSF NIA ED SEE SNECT 2 2 1 0 K ( ) ANCH INSTALLED i•. UMNG K- L1i THE RECOMMENDATIONS AND "P :.IfKAHUNS tN THE AG1Q7•S M,WI:fACTURE Ft D .ORS 5`N.- Bt ht > E l7 3 AL: KJWNUM SNEFI METAL USED Ai CLO5:'RFS SHALL HAVE 3105-HI• ALLOY P. PANELS MAY A_5C7 BE INSKLED HORTLONTALLv FOX -OWING INSTALLATION DETAILS SHOWN ON $FCrK7N , THROUGH 6 (SHk ETS < 4 A„ STEEL SHEET META PANELS SHALL HAVE SFRCCTURK QVN,;rT 5TEa. ASTM A-65J GRADE BID NINIYLIM. G--6C CKVAI.ED THPGN.'H S F%CFD• THAT HEADERS A SMALL NOT BE USED i1 EEL TAS)GNATION W/rr- 922 AT. UJIFR ROLLED) 9 it SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 'C VERIFY MC SOUNDNESS OF THE STRVCTJRE WHERE SHUTTER IS TO BE ATTACHEO TO INSURE PROPER ANCHORAGE TI< SHLTEF SHALL ONLYY BE ATTACHETO CONCRETE BLOCV ORWOG, FRAME < AU SCREWS 7C Bf SIA S$ECH 3L4 (JR }16 AJSI SERIES OP CORROSION REL. SANT 40AiEC LAF00N STEEL AS PER LIN BUILDINGS 500,8 W/ 50 K„ YIELU STRENGTH AND 90 KW, TENSILE STRENGTH KID SHALL COMPLY W/ [,,.ORIUA BUILDING CODE SECHUN 2•,I J3A ID CAGE REGULAR STORM PANE'- WT71, LCN4.H5 CLAP 9C'. AS PER SECTIONS , Z 4, c 6 AND ALtLRIAA•'VES IW, 3w A 4W ON S TO BE AST4 n-307 OKVA,2ED $1EIL OR A51 -N,•a SHEETS 4, S. 6 A 7 RESPECTIVELY SHALL HAVE A LEGIBLE AO READILY vtSIRLf MMeXING INSTF IN': OWNER 04 TE]ANI TO E BELL $ERICS S'AANLES) S1EEL, WITH J6 ',NI MINIMUM YIELD STRENGTH SECURE PANELS WOH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 7 ANGtURS 10 WKl SHALL BE AS FCJLLOWS t THE INSTALLATION CONTRACTOR IS TO SEAL/IAIAK ALI. SHUIIER CCYKWfNT EUGES Wli('H REMAIN I14 CUNPRUCAUS CONTACT WITH THE BUILDING TO PREVFM. MNU/WJN INIRUWN III IQ S'' .NG °OSlRED.SON4RQE - ci 1 V MM SPEC `I A � 1 TH FI c Y 1', ' NI ' N` - 1 A' T f Y 11N 'A i 'M:n A T1y _ OBI/ PAI INSTALLATION UN SHALL COMPLY - E.S VLC T:i7 N IS !>kAWNG _.. AN BIAI.'uNL N,. .CRV;NG-GV:AIO ♦ AFCON ACHE-:N AS MINA/ ACIVREC B BUT, uk N. < .. / + ) ' 2 EL / - P 1/4" 0 . )/e` CALL( ;N ANCHORS, A; MANUFACTURED BY OEWKt INC P Y. PERMIT I P 'N t. THE .ILW _ Y WERE P RMI S W Lf (' ROWELED B3 C p-, IO E E .. r/d•0 . 3/4' SOLID SET ANCHORS, AS UISTRIBUTFO 8v All POINT RCPFW, BUT A SPECIALTY CO CYALUATON DOCUMENT GENERIC AMC DOES NO' PR]NDE IN'ry171MiXRI ERE -H FSITE THIS ENGINEERTFROM (Mr. t' +3c0G P.A.) 'S (R) THIS PSITE ST W COD TI M 114-10 PANELMATE FEMAE II A PAEULATE PLUS ANCHGRS. AS MANUFACTURED BY E.CO CONS'RU0iETN PRODUCTS Fryi n SITE SPECirit I'ROJCCT. '.e WHERE 'i•E SITE ff.WDITR.N5 DEVIATE FgON THE P.CO I !.0 "AMA CAI, IN ANC11R< MANUFACTURED i 'Nr .. C _ N. _. AS MAIL AC URED B( DEWAL . _ _ 'T 11 P' F 1H SELECTION. AN " fl LIFE f THIS F. (6) CI:INTRAL UR C & RE> (,fISIBNi FOR E SfiEC O'4 PURCHASE D OJSIKUA':ON 111C1.-DI G J E SAFETY C S PRODUCT BASED ON NHS PEE, PROVIDED HF./SHE DOES N07 GE`•IAIE FROM THE CONOn10NS DETA.EU ON THt' IXVLUYENI A 1) MINIMUM EMBEDMENT OF IAFR:ON ANCHORS INTO FxiU17C0 CONCRETE SHALL N 1 3/4', 2- FOR CU.O PAELMATE A.`ID TR i Y AT IT THE CONTRACTOR'S RESPONSIBILITY CON$ LTC ION SAFT7 SITE S E ,CAN RAC OR 5 ESPONSKBLI './A' [ IR E 2ANC NAILIN ANCHOR`: (c) THIS PROOL'Ci NKUAnp4 DO'.'JMENT WILL BE r.ONS:DER[✓ INVALID '.F MOD:FEti '1 - rM / •INE THE P N " RE N - Nr TNT At CALK -IN A $OlJO�-SET ANCHORS SHIN nF E$°OEO B 0 E OU !.. CONCRETE D :4BE�E D 4' P I, u1 H n -n - - T W C U. 6E .0 E ->. I STUCCO SHALL BE PERMITTED. I • 2U SCREWS USED SHALL ErE 1 2 LONG MINIMUM SHOULD STUCt. t S1 i +i P 'S PREPARED A FLORIDA A I:. C HI w W 4 : I / (G) f. SPECIFIC SNN.I OL HE ARE, BY (WHOA BE EU ENGINEER 0 THCkI-F AND 1' FOR WADS WITH 40 $nJCCU. AfJ MAY Of HfADEO SCREWS OR ALL THREADED SCREWS WjO HEM, ENGINEER OF CORD (E U.R X FOR THE PROJECT ILL FOR 111E III E WHO WILL BE gEATtO WIND,N F THE THE , E D ENGINEER M RECCQD. ACTING ICCOR , A Ofl£GATEU EFOR RE ED THE BIT WITH WIND HUTS PROPER USE ""I EA nE I PLED ENGINEER $FI,AL. SUBMIT TO 'HIS TATTER T11F VIE SPECIrtt CRAWINC$ FOR RENEW A3) INCASE IHA7 PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WCX)O BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. Af1CAIOfiS S1Nil RF TONG ENOUGH 10 REACH Toil MAIN STAUtiVRf BEHINDSUr_M PANELS (e1 THIS PESHALL 9fAR INE 'NTE MID ONIGINK SEAL ANC' SK;NA7VRE 9f IHE PFOFESSWHA ANCHORAGE SHALL OF A% MENnUN O IN AI) AMC IN A2). ENGINEER OF RECORD THAT PREPARED IT IB) IO-EAISDNG GJ2KRF'TT 1A1L ji1r C,_p0- 14 SHUTTER MANUFACTURER'S LADE:. SHALL BE LOCATE: : ON A READILY VISIBLE LOCATION AT -TORN _11x1x PANE. SHUTTER IN ACCORDANCE WITH SECTION 1709 9 2 OF FLORIDA BUILDING CODE ONE LABEL - I/4- 0 TAPCON ANCHORS AS MANUFACTURED IW I I W RLIILuF.X, INC 'Arti: SHALL BE PLACED FOR EvER, OPENING LABELINn In COMPCY SCI TION I IN S.3 OP THE - 1/4' 0 7/e• CALK -IN ANCHORS. AS MANUFACTURE, BY OEWALI. INC FLORIDA BUILDING CODE. - 1/4'0 x J/A- SOLID -SET ACMOk. AS DISTRIBUTED, BY ALL POINT SCt 601.T A SPECIALTY : . /t4_ID PO4E LMATE FEMALE ID AND PANELMATE IN ANCHORS, AS MANUFACTURED BY ELCD CONS-iCTION PRO��Mtll1FEFr/A.' - 1/4" 0 2AKNC 1NTLIN ANCHORS. AS MANUrACTURED 81 DEWALE, INC J4S(GR A'.T/21"n' " •-':9 B.') MINIM EMBEDMENT OF TAPCON ANCHORS, FLCO FANfLMATC'S ANC ZAANC MALIN ANCHOR. IN%, ME£' CENr'a" 9lD UNn $HALL EEE 1 1/<- ! FLORIDA BUILDING CODE Non High Valocit HurNCOne Zone) �pC44 S ot°S0 n`L`b INC 24 GAGE GALVANIZED STEEL STORM PANEL R C) CALK IN ,9 SELL SET ANCHORS BE EMBEDDED 1/8' A4T0 L'DNCRO% BMIJ '_HO NO I DnwTw «- 4' 0- - MINIMUM E tO STOC(U $HALL 8E FERMfriEO 1/4` •-20 SCREWS USED `,HAI"L BE ' '/2' LONG WnMW SHOu-DGC Fw2 ... AND I' MINIMUM POP WALLS WITH NO STUCCO -'$ STATE / IL E C O ', GLOBAL PROTECTION PRODUCTS, LLC. D7 pNteJo •. ? 9 i Nc AM B. J) IN USE THAT Pgfl:ASi STONE. OR PRECAST CONCRETE PANELS. STUCLG OR WOL:D BOARpS BE iOUN E�QRI "'Zy TILL �resTwo •�IIIIX�RIcGY alx.Y, �°f10,J,yTLEiL313JNr EXISTING WALL, ANCHORS SKILL BE TONG FNOIJGH TO REACH INE MEAN STRUCTURE CARE BEHIND $UCH PA lI, :' ...'isa[i uo n. nw e,I ,s., A"mc I- ANT la[N r,M (06dlmp-, 20-175 �s1 WrHOgpGE SHALL BE AS MENTIONED IN B !) AND N B 2 ivai.o"'""- GTArPF. �° Ui ,11j1j;1;1' �rt`.- FLORIDA., At - III TITIAN PE Sua.KFGwT1,Wt/:M1F u:1T: ,4 :IIeE I > 1e -___ INSTALLATION DETAILS FOR REGULAR PANEL(-1' ANEL(-1'i ` INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES (��+tISTIHG POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK __E)XISTNG OR CONCRETE BLOCK rEC�RF: REOUNNED. CONCRETE ANCHORSCONCRETE ANCHORS if.. ,,(SEE SCHEDULE ON SHEETS 9 THROUGH f2,1 (SEE SCHEDULE ON _.( SHEETS 9 THROUGH 10) 2` �"�OARaa'. 1.1 CONCRETE BLOCK (�I/4Y-2m1•s 1 i2•; I /a• L - '/2•IE/a` ,o uTAI` ears REOLNRED 3 O,�ee1/.•o.C�_ j MAX.. MIX. CONCRETE ANCHOR$ '� T I I 1 -(SEE SCHEDULE ON IiECI E D I I SHEES 9 THROUGH 10) I I �FI; I ! EQI _ i 1 Ii�� I /��- +I / I ( rai I I -1 � 1 I G 4 I A 1 Yin.. Y _- I/•Y-MIT' T 1 - 1 6S 9ats r- r l A- - /4•F-201• C d4,.. _T _ _ 1_ s.s. ea3 • AT I 1 ED I ' I SEPARATION I Io A. aw► TO GLASS I (IS nVu I" 1 ( IEK6TI, nQ T-4) 9 SEPAUnON j o1 70 GLA55. I I ba �' ••D I i OJaNI DAR 1�] I j 1 I ($ems SCHEDULE GLASS ON SHEET 3) J) CLASS yy1F I Z• M. C" PANEL LENCM 11 (SEE SCHEDULE , On SHEET J) 1 1 I F (DEN ( TENT, $EPAAAIIDN I I `L• moss. I I I SHEET J)r I I ; M ! R To I ENCt 1 TO GLASS I ( PANf, LENGTH 1 SEE SCHEDULEI B , I ( F (SEE SCHEDULE CONCRETE ANCHORS A (SEE SCHEDULE ON I ' Y (SEE SCHEDULE ° I I ON SHEET 3) 1 �' S,q 3)- 1 1 I ON SHEET 3) SHEETS 9 THROUGH IOa ( ( I 11 I F i 1 1 1 I O F 1• � C A55 N i 1 EX STING I ti I CUSS { _ - .J' MAX I x 50 I (• `I I ED I N4N'.1.0 RV I ° MAx I T 1 1 p :- I I I [ I I C D I 1 I E.D. I I E.D. I 1 2• 1 _ {5 �.c�I I n ` , FXIS•nNG POURED 1 { v� CONCRETE OR 1 I.12 1/2' OG ( , 1 1 1 1( ABLE) - Fn� I -- 1 0 _ To/'EX SCREM, aU, CONCRETE BLOCK , 1 REOU:FED. CONCRETE ANCHORS 1 , (SEE SCHEDULE ON J - I �4 _FU» ,/_ ,/_-,IRLIKOE'SS e i /7' 0.0 Y -t SIQETS�LYTHROUGH ;1 I ALTERNATE - '' 47n. - YFMEN SOLID / ® . ,� , SET A f-f LEG LOCATION .< . t`4) CAUL -IN ANCHORS ARE USED A W/ D WHEN EXISTING POURED CONCRETE S ANC m BLOCK ALTERNATE CONCRETE.. - _EXISTING POURED CONCRETE CONCRETE ANCHORS REQUIRED.OR PREELMAT USED ANCHORS OR CONCRETE BLOCK REQUIRED STAGGERED W/ STUD (SEE SCHEDVtF ON SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) BUILD-Sj& SCALE 3/e.t' fING MILNG LL M SCALE 3//B�-1- WALL DIR ,ECT MOUNT SCALE 3/e.1• FA II*/t(%j "rtr T�CENIS .��tGe `'T '' `"-1�P :�9�: FLORIDA BUILDING CODE (Non High Velocity Hu icon* Zone) ED. . EDGE DISTANCE NOT[ FOR COMBINATION OF SECF)ONS z .• 0, 44167 •- c k : * - ,r * E - ' •O'• STATE 0- - V-'2� - ti= - - - wDm n,Lm, E4c 24 GAGE GALVANIZED STEEL STORM PANEL / 1 L E C O IN. 1 GLOBAL PROTECTION PRODUCTS, I.I.C. 'e,.. '�nD;�'a'a H ON (SEE SCHEDULE TOP BOTTOM TO CAN BE % 9'' r z p•., f 1• - '• F' (GRID - nuF�TaT1N1 • II+oaNalela EOWAN. 4ecD sr. s, s'wE o`"E•2 3"'• SHEETS 9 k 10) Y WAY COMBINED IN ANY WAY ro SUIT ANY I INSTALLATION / ... '' /7 If.I`1 e, 3 k1;�NG /O,Y rr. .. .. Na ,'ACHE TWDe.n ssIr nt-I. PCN`t,6W�-: _ OI-H), PMOK: (W4)--]6 i. FA (d•MB9-67e] 20-175 °n`eR_ '1ry1 T�-11 IINNII i?I G-0006r,e WKIp A RLR Ne. P,. - r Nc 111 NI ] - . IF N6 INSTALLATION DETAILS FOR REGULAR PANEL';Z` INTO WOOD ALTERNATE LEG 4'FB' (Mon.) EXISTING WOOD -..I. _-. LOCATION _ BEAM REWIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY .TO. --- ED . REGISTERED ENGINEER OR - i -- A - COY CHITECT PRIOR TO SHUTTER INSTALLATION, ALTERNATE WOOD ANCHORS -'. Min. WOOD ANCHORS -.�TT_ - (SEE SCHEDULE ON(SEE SCHEDULE ON �� A.1• tADI 4ASNCR 1(•➢ \. , - � - to --- ED - e• IWALM TEA so+cN 00 SHEET 1 ,• u P • A H 1 .•-» s 5 ! / SHEET ) '/ rt L�: - _ I }� /a. ' MAX. W000 HEADER_ i 1 (-1 1 - � _ I I REQUIRED EXISTING I �8) I 1 I ! 11 SS y 0 HEM, qR V ,/4• I GLASS-'1 oc I I WOOD ANCHORS ' _ 7. ; i Wfp�. 6 1 1 (SCE SCHEDULE ON 1 Mw. 1 1 1 MUM 1 _ SHEET 11) I. 1 I 1 ISCPARATION TO 1 - (1 ) ''- ...i 1 $' I 1 ( �� GEASS.(SFF 1 1 ( I 1 ' SCHEDULE I THY-7o.1' I- , L 1 t 1 ON SHEET 3) SS eats r,© N Mh+. SEPARATION TO CLASS I 1 A FA aaW,r r I.. 1 SCHEDULE ON SHEET 3) I E /4•--1a1' •L' MAX I ,: - i LIB - A"" I , is. BONrs •,Q PANT, LENGTH LDIWN DAA r!T •L• 1 MAX i 1 A ( (IS i0011aF1fYRR PANEL LENGTH - (SEE SCHEDULE 1 ' (SEE SCHEDVIE FXISTiH� L� I IeoN TMOR 1-.1 ON SHEET 3) ON SIHRT 3) GI'�' I ^ I 11 -. If E 1 1 1 .1 1 , J. ` OF -L' 14 r I ICI 1i .0 �q 1 ' 11 I R.`�' MAX ._i I 1 4; ! 1 0 !2 1/2- D.0 I 1 ;�. _ I F11 /r I .._� -N•+'V ,/4'r-To•I- NO FINISHI 4_ I ALLCWIED I 1 0 - * �1dA NEA04ean i ' ! ` -L__- ',1 �' I - YFa' WOOD PLATE I i - -- 2'X6' WOOD t _ _ - DECK REQUIRED REQUIRED -1 - I W000 ANCHORS i WOOD ANCHORS " I I (SEE SCHEDULE ON (SEE SCHEDULE ON 3/4` I SHEET 11) SHEET 1) . - CEILING AND FLOOR MOUNitNG BUILD -OUT MOUNTING ALTERNATIVE 3W ALTERNATIVE 4W SCALE 3/B-I' (�Aa�11IIIN� SCALE 3/8-1' tA,'EN2 C1a1E1., 4 NSF•lfP% i •• NOTES,- NOTE COMBINATION OF_SECTICIN_.: •• NO. 44167 ? FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone = * 1. INSTALLATION ARE ONLY VALID FOR MAX. A S O - * i Pp7O nTim NC FP. OF k BOTTOM MOLL Gs CAN MOUNTINGS P 1 P LENGTHS DESIGN N PRESSURE RATING .a.! AND NINE LEND S ? b'• GALVANIZED P ES C L 24 GAGE GAL AN ZED STEEL STORY PANEL (P ) SLAT DAMN n '•. E OF N COMBINED IN ANY WAY TO SEAR ANY AS PER SCHEDULES ON SHEET J S p T Z _ ' ��` f[QRE�1�'� ; 4' INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD _ ,` DTM/mm 10 SOUTHERN PINE 2, s'iyFA "---"„N,j'R" ��- -' IL ECOINc- PROTECTION PRODUCTS, LLC• Osm MEMBERS BE No W/ SPEC(FlC ,GLOBAL' DENSITY OF 0.55 OR EQUAL /QN ALE �LI¢ TR YrdTINO A daRUM COMPANY FBDO s.W' S' E/PEET , ,, 1'11NIIIIIIMII" , DINE. 11 SJJI• 20-175 ^� INTO n�- - (W(alITH-y1F'• g (95H)NW-*O, rA. tyllpee-em U-DwR7,9 �"'"'G NI PF YM$,,NMUAE/DIE WALTOI A TILTY 1, PJ. 44,6] "PET I or le . -4-0 N N = "a _ > � t =3 s- a) 0-O L_ .� (a C) N a. (n q N =3 -0 O U O -= Fn O C Q = 0 2N /�� \V O O - 9-J 16 O '^ VJ Is - /� ♦V O QO 1- _0 ._ vJ Q 1'J o C• N x I- q'n _ 2 Y ET3CZcr Q-m133C..a G � = E ED IZ CJ C_ ^�1i W W IIIF=^ v =3 CIO L (f) CL 0_ (1) :3 (no O L_ 0- 0 /a)//� V ,/ W W Q Z Z Q J d SHEET NO. SH 1.3. 11 I I 1 I IF I I , 11_1LL _ 11 7 i - - -.f. L A ! A ! 1 r -- , --- 1 III I --- I --- - - - - -' -- - - -- - --- " -- !91M!! PIIIIII1e1 I I '10 _L. - 'I I END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE 1 CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E—Z HANG STORM PANEL �1 SYSTEMS iI I It 1 ` - DR POURED CONCRM CONCRETEOMFAIM \\' - VAREs 1 -:,All_, '1 Ya O ,®� ♦� QC ® 1ADETE OR REOVOED x' . l' ..OD]' ]iM M-la OP (IOSIT6 ALLOY CONI A.UM 1/1* I 1'.A , 1 1 1':1 _ 41n. Pa1RC0 CONCRETE. CONCRETE. BLOCK OR 2'.4' WOOD FRAME POURED CONCRETE. 1 - YI CONCRETE BLOCK O4 -' ,/a•.. I ]/i TAPCOI 2 , 2. ANCHOR e , 2' 0 C - / -'D'{- 1 REOMRILD - .{' I C., PAmLL Y //. . I ten 1 ANCHOR •tt•oc I_ 2',4• WOOD FAME I / I •:3. REOUMEO I I A I I LR® N, 6 .' If AHA i iC ll)G q11 r.x'. o5s•m I A,E LEE _' „W/ -_ .ve CAP �, y i VANES < i' . 5' F GLINT i , s tLr �< L n.1R "I N.W. ANGL r oR OR x' } 1' A ,25' ••�� I --�----- , I_ TRK'• 06a' 31 OS-Nt ,META Aw S+ SNEER 9Er+r PU,F ,- BPOURELOMO CONCRETE. W CONCRETE BLOCK OR 2•Fa• WOW TTA,MC 31p5-H,. C _ eO61 B ALLOY " 1 � I I , Y I _ - _._� 1'1 _ Z REWaCD COAT. A1111. AN1A£ WTI �'%�%/ : \ •/ YRa. �-_-,.-.I ,/4 N0, GIMP / e 12• 0c. �toJ-H1. m eo63-n -0,.IAC.Ntn C, Awn ANG E CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASED PLAN) SCALE 1/4'-I' SCALE 7/4•.,• SCALE 1/4--1" SCALE 1/4--i- IF - I SOLD -SET OR FAR. -RA 11 I Fol•1(D OR ELCO PANELWR FEMALE - (INN' Sit OVERLAP BE•OND RET� {- �_. i- CONE ORETE Bi DR '• -' V 1AES \ 2''a' w000 FRAME 11 ** "`J; ,O ,� O ® CO.LPETE• E3,S,RNG 19Y AI TOP, BORON MI OF OPEMING OR 2'.4IC WOOD FRAME REo118RD ASAP a AND PLUS SFE SCHEDULE IoA'E aN 51[Eii 4. OPENING WIDTH) _POURED CONCREIE. CO FAM ROCK Qa rw WOOD FRNIE REQUIRED I. - _ I 1 , - K. i. ' . '-•�, .-... ..:.. .... - I.t;; '-iit IEGUWED 1 -._ 1 :". a' W:•r I / Y` © 0 OR(A) l9 \� / BEN R/ NKNOPFD FRO' VARIES 1 S• APA \,_ __ .. REAR MT F1LpGE5 PARALLEL TO X - B0. DISTANCE - 1 r-`7`1--_-- 1 —m-) -/ ,rlt (HFVER CVr END PANEL) 1 ',i / 1 (T P) — — - -- -\L -�� -1-------� --- /.-. to - WaP .,wom I,.ran • �A,,,,HHANNT�„� "t1k k� ,., CASE G SCALE (PLAN) 7/4-.1- 1 \._� _,_/ .r-t- ,1E,I�P .. -" VA.1D FOR DIRECT MOUNT INSTALLATION ONLY & - S,CTf,.�'`I-E�(S+ •l F CERTIFIED PANEL INSTALLATION AT WALLS W/ ND. 44167 S SURFACE LEVEL VARIATIONS WITHIN 3/4• _= ° * : * . * : -, FLORIDA BUILDING CODE Non High Velocity Nurrlcone Zone) CASE E CASE F (PLAN) .. F `U - (PLAN) SCALE 1/4•-1• SCALE i/A'-,• - .-*a• _ ''.a 0.N`�; F(ORID/'.;II �N` L !---- 24 GAGE GALVANIZED STEEL STORY PANEL y�R','a, • ssl" m \'� OtABu PROTECTION PRODUCTS. LLC. rn/AA - "I' I. 444%%!_yA,-T - ! IL EC O ENc ' Rtn TEST`R . E3N1�'RN9 COMPAM I'm .Pao S-w '51 STREET DALH. R 333ta . n,.. (-) r,-,w ♦r Ile1S P Mil ,A.p1NE (.31Fam-75.6. TAX (60.166•-6»> 20- t 75 O'W1y1D NIP PE %ALJSONR1AwJDFTE rA-ODU6>+I WFL1R A. TIN Jr, Niel 7.1 Ar i OstartstartIFO 'a MAXIMUM A.S.D. DESIGN PRESSURE RATING (per f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL j INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL tOINSTALLATiONS AS PER ALTERNATIVES iW THRILL 4W, ON SHEETS 5 & 7) LAX. AS 0. DESIGN PRESSURE RATING (P.s.f ) MAXIMUM ANCHORS SPACING FOR E.D. . AS SHOWN ON SHEETS 6 & 7 APPUCA&'X 7F TO // &ANY CU AN' O< THEM MAYwuM PANEL 'LENGTH i' (NJ TAPCON LA1G SCREW PANCLMATE FEMALE 11) PANELAWTE PLUS WOOD BUSHING ,r is- 13 13' •3' I (Tm ,3 ,M (BOItOM) - -t3' __ -t3' _. 'J .. ..__ , J _ 6 1/2 6 1/2• (TOP) 6 1/2- -- it 1/2 6 ,/2• B _ _ B• _ _ _ _ 6 1 4' / a _ 12 2 / B .- 4 ! 4' -_ BOLT 1 606_ S'-O• LESS a 8' s a-- }w (BOiTow) 13, 13* 13, ♦4 -a5 5, OR LESS -- J' - - - ]' - t ] .. is t J 4W(BOTTOM)_. tJ' ,!' t 3 _ 1 J - - a t I / w (TOP ) - _ 13' tJ' 13' I]- -- 6' - -6 tw'(BOTTOM) 6 t/2• a ,/2 6 1/2' 5 1/2' 1/2' 2W (TOP) 4• 1 4 6 / 6 1/2 2 7 ' / 6 1 4' / BDTT.• ( ) (LOP) TO 14'-N• 4 i/2'� 6 i/2' 7 7 A 1{2• . t/2 - (BOTTOM) se ,0 1/2' B 1/2 12' W (TOP) II' 1• -14W _.__,3' - i]•- __ -- 13' __ t3'-- _ 8/2' (BOTTOM) • SEE TABLE 11 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER U IS USED, CORRESPONDING ONLY TO ALTERNATE 2% ON SHEET 6 MAX. A.S.D. MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE WALLN DESIGN TES PANEL TAPCQN LAG SCREW I PANELNATE PARELMATE WOOD BUSHING PRESSURE RATING 1 & ANT COMMBMT) LENGTH 'v (D+.1.) FEMALE to PLUS OF THEM (n.) Is- Is-IJ IJ --_.13' Ie clop) -._ Ir _. _ . - -- Is . _._ 13 . ,W(enow B 1/2 6 112• 6 1/2 6 1/2- 6 1/2- iW DDT - e I/4• 12 1/2' 6 1/4 7W(90R.•) V-0 LESS 7 1 • /T a s' I' - BOTTOM ( I -- 1]• IS - 13• - t.- lJ" -- . - - w crop) .45 -{5 • -_ _. I? 3 - t ] - - 1 3 - - 1 J 1J• I- EIOTTCM ( ) TO .76. -75 ,3• 1! _ _ L7' 13 to W (TOR) Ir ,J 13' 13' 6 '/1 Iw (iEr-OW) 6 t/2 _ 6 I/2 - - 6 1/2- ___Ir 6 1/2'. _ 6. I/2' .... . (TOP) ^ 6 I4 6 4 1 t . 2 1 2W TT• 1? -- 7 --. 7 _- - - - ___ TO 7_5. 5' _.-5 _ 5 7/2' e' a'--- W - 3W ltr?N) - q• __- _- I 7] - __ - ,r 7 5 /7 4W _�_. R ) . 4w (BOTTOM) _ -r is. _ _..--_-.. W __._ t}• _._. _. 13" ._-. .____ to' • SHEET SEE TABLE 11 FOR WAX. AS.D. DESIGN LOADS & MO. PANEL LENGTHS WHEN SPACER 03 IS � USED, CORRESPONDING ONLY TO ALTERNATE 2W ON 6 JOE at e A.S.D. DESIGN LOAD MAXW<IM PANEL LE11GT11 40 PSF OR LESS 6'-B- > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF I 5•-10- e MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ffMAUE 1D OR PANEL 14ATE PLUS ANCHORS & W/ a S�*GN,WT,y_ 1/2. O.C. MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL C1i INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL Q7 INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAX. As.D. DESIGN PRESSURE RATING (a...r,) MAXIMUM ANCHORS SPACING FOR MAN E.O. PER SCHEDULE BELOW 10 UCABIE & coLNeIrAT,oN Or THEM mAxwuI4 PANEL LENGTH •L• (n') MAY. ASG, DESIGN PRESSURE RATING (p...r) A011MIL UY ANCHORS SPACING FOR MN E-D. PER 6C14EDULE BEi.OW Td �E & CO.BpU,tXN OF THEM MAXIMUM PNIEl LENGTH •L• (n) TAPIXIN SOLO -SET PANELANTf FEMNF ro PANELAATE PLUS -NAL1N CALK -IN TAPCON SOLID -SET PANELWTE FEMME O PANEIWTFi PLUS 2,MNC-WNU01 CAlX-N m ro m ro ro' ro m ro roAlu[nr I ro ro ro l U' tl' _t-,} 13 ,!' 1 a _ j.___. I 11' { .]' 1J' 13' 1 +}^ i]' 17• _-�- �1]• ,1 ' 1]=- 1 I IS' 15• ,3' ,J' --I_i U'1i 1J"i-+-J r1s 'J - ,r 1 ,r 1J• - 13' P PD ] ---_-_ 1 (BOTTOM) - 6,-6• d1 LESS U' 1]' �,]- 1J' ,J' ,3' ,r 1]• tr ,J• Is_ 1t 1 /2 OP • (TOP) 5,-6,- OR LESS 13• IS•_- ,}• lJ• _13• ,J• i- ] _ IJ- ,r ,' S - �_IS /3• 1 3 *-' __ j Ir - 17" 2 ,1-r 1J 1J- U" 1J` IJ• IJ' IJ1,�,.5 - ,/2 ,_, ,/2 1 l 2 , (a 1-1 2 (TON) 2 BOTT 1S" e• a -1 - Is-' _.._ 17' -Is- a 1' IS' ,r 1 1J' tJ' 1 ! t]' 1 'J .- ` 13-_. - } 1- 1 1 3' I 11' 2 (TOP) a BOTTOM 1 (1�) Ir 1J• - 13' = 6' —1 e' IJ' -.-. I }1 _ .. IJ' iJ' I' S ,J' fi _ - 5 1 / 13' .- I 13. ,r A3' 1}' 7 1 / - 9' B , B• I _.1 ..._ 13- 11' ___ ,]' t J _-1_--.- ,]" iJ' ,3' 6 / - 6• ! J I+' S _ tr t3- _ 6 / 8/ 2" / 3 - J ,3' ,J' 2 a / e 6 3 t]' _ i ,3' il' 2 7 / - 7 t / 2 - _ JIs- 1 _ 3 __ ! IJ' IS` t3' _ - - e i 6 8 �- _ 3 : Ir 1' , 3 _ 3 i tl' '', 13' IS' - 6 / 6' 6- Is-/ _ Is- _ 1]' 1,1 tl 1/7 6 / S _ / 1 ,/1 !RCP) _1 J(BOTTOM) 4 (TOP) i- ieofi 4) - (TOP) S BOTTOM (BOTTOM) ) 6 i10P) __- 1 2 2 / __ a• - t 1 2 2 / e � - - 6 1 4 61 .' / / _- e e- - - 1 1 2 1 1 1 2 / / e e• j e - __ ti 13' ] 1]' 3 : tJ' e a - iJ' ,3• _ - e - '__ -' � 'J ,}• 6 4 61 4 / / '7 t 8 2 / �-- B- i- _ , ,J' __--__-__. ,}' i ,3 tl' il' - J BOTTOM _( ) 4 OP R ) 4 (BOTTOM] son .. S _.. _.._._ S BOTTOM ( ) 6 (TIN) e __1- 1]' 1 - 1 , JF ,3' 13' __ e , I .. ' i, ,3 3' 13 1 - ♦t- 45 LESS _ _ 6 1/4'�6 i/4' 6 t/4 6 t/1• - - 1 - 6 t/RULE 1/a' 6 (IJOR.••) r.5TO .5 .63. -65 _ I _ 6 1/4' 6 IfC 6 ,/.' 6 1/4' _ _ _ _ p ,/i i6 t/.' /..Is (BOR.••) Ir /: -'3-._, _.___. t ' 3 I}' - ___I 7 8=1 _,}' - 1J:- -+-T _ -- S• -7'- _ _}- 7' ''" - __... 3 7' - Is, -1J•-. _ ,3' IS' IJ' 1,0 t/7 13' tO ,/2' _-. I 1!' -. IJ- 1 7' Ir -,�911 _ __ _/_ tr-~7 --1._.__._ 1 , 9 2 3 / PJ' 9 t/7 0 I/4'!5 1/4' _._ L _ 7 ;] 1/2 8• _- `]• 19 +/7' -- U' 9 1/2• - + ____t_. _ ,r T 6 1/a't6 1/.' Is- 7• tr 912 / -_.�._ 13' 7' ___. �.--_ _ , ,3' 4 2 / J ! 9 t/2 12 1/2' 6 11-V e . al, : - 7 :/2 t01 7 __ / 7 ,/2 _-__._- 1 0 7 2 � / 10 ,/2i - _- 1 1/2 5 1/2 7 I/2 __ 5 1/7 ____ 7, / 7 7 1/1 , } __ 13` I. 1/7" •Y W t3` -!. 1/1' ___. i +]- / - 6 2 •3" '8 t/Y 1 (TOP) , (BORON) 7 (TOP) --__._ 2 BOT1O1 ( ) ) (TOP) ,- TO Ir 1 IJ' 6• 7 ,/T• 13-_ I Ir ,7' T�1J -__ ___ImA7 lr 1T ___._ ___ 1 t] J 3 ,]• ,3' 12 1/2112 1/2. __ _ ° _ 6 _ °• _ 1]' - IJ" Ir 1}- I fi t/4'�p 1/.' As" 1}' ,J' _- ,' 1J" 6 ,/4• __._. 7 _.-�y-__._ IB 1/2• _ t0' 6 t/2• 1, 0 t1) a 1/4. I ! 73• t3• 1 13" __ - r " ". 12 F112 ...- -. -B 1/2, 10' _- 6 1/a- __ -. t 0 - '0 1/2 _ -_ - - 9 ,/2-!6 I12- IS_�5 I/2. 1 (TOP) - TO 11 It• e. - i-_ 9 --I- 1/7- __.__.....__- I- 1 � 8" " D - . 1/1 3 ,I2 _1__ 5 1/1• - 13 . ___. tl• I J 13' B ,/4',0 6 1/2• 5 - -__- e 1 _r / 6 1/2'--- 1 (BOTTOM) 1 (TOP) ___.__- z BonoM ( ) J (Top) 3 (BORON) 4 (TOPJ 1 iBO1T0Y) -__. 1]' __ 12 3 tJ' 6' 7, / 7 t/2' - ; 3• 12 1/2'12 9 _e=..-� I]" _ 1J" - ,J�io 6 ,/1'I6 11' 1/2. 15 1/2 - - 1]` Li3 /7_ 1/4' 6 t/a' 6 1/{• 3 (BOTTOM) - ._-..__.__ , I/• �j- _.._y_--.. e I/2 , 3 _ 4 (TOP) _ 6 AI 7 1/1•{� - _J 5 1/2.1 - T ,/7' -- t., /2 7 1/2'i- _ :3' + 6• --r- _ J' 6 I, -- ,J/2 8 1/a'i6 i/i 4 (BOTTOM) 5 (IOPj-_ -- - S (11tlTT0M 6- tJ' - tJ• ~B _- --? 6 t/2' --- __ a __ ,J' - IJ' 6 ,/a`ja a•_t 13' `9 t/x' 3 '9 ,/z• U ' -r ,0 ,/2• - 10 ,jxl7-/p 7 /21s - 10' ,1-0' _ tj4' ,3' U' i] j 1 1(1' ,0" t a /2 - :,' e• - - _ 11'� 8• �I 9 1 62i /2 �J --- ,3' - 1]' -16 J_ 6 1/1'j6 _- I6 1/7• r- -- ,/a• _ / 2' 1/4' 6 (TOP) - s (BOTTOM), 6r 6 (BOR ••} 1/2' i, 6,J13'U' - _ -- _ TOP 6 ( )IS' 6 (BOR "I SEE SHEET 11 FOR ANCHORS TYPE & SPACING FOR NVALLAt1016 WM WOOD FRAME BUXDRWA 0 MNIMw ANOIOR SPACNLS AND MINIMUM EDGE WANCE ME WDK'ATEO ON THIS SCHEDULE FOR E O A.M THAN MOCATED ON SCHEDULE REDUCE ANCHOR SPACYS eY ,RLTAPLYNG SMCWO SHOWN OA ScHEaRS W THE IDILOW.NO FACTOR FOR T.6 OPCRAOF. TO BE POSSIBLE. REDUCED SPACING OBTAINED USA.0 FACTOR SHALL NOT HE LESS THMH NANWRNw SPACING INDICATED LOS EACH -1-00 IYPF ON TIM SCHBDIAE ,/a•. L/.10 I/r. ,/.-. ,/.'. AND" TYPE -1/4•. TAIOON Ww`__ � OWG A4AI, GNK-r tlINNM ANCHOR SPACING (in) I S 3 1 1 ,/2' 2 ,R ANe AIL OM XDW"M pA) 3 3 ,/r r 3 1 1/2- 3 NSTAM,I R.D.) It00t _. __ J ,? __--_ S . __- 3 ,/3' _-.__ 3 I/1' __._ - S ,/1 )ICIUN. ESQ[ 11iRA U E.D.) FACTOR 1. 1". a- - - - - - 2 Vn_ OD, a.So . - - a39 . r pp 0» � - t'.J I ),R' - 1m ,00 - +m ,m - SPACINGS g VA1JD WHEN SPACER 9 tS USED. SEE TtE 11 FOR MAX AS.D. DESIGN LORDS & KW, PANEL WHEN SPACER �l S USED. any I1 A AS.D, DE" LOAD IIMWUM PANEL LENGTH 40 PSF OR LESS 6'-B- > 40 PSF TO 50 PSF V-2, > 50 PSF TO 60 PSF 5-10' A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONSW/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C. FLORIDA BUILDING CODE (Non M - ANCHORS (SEE SECTIONS It ALTERNATIVES ON SHEETS 13, ,a, 15 &16) _- - -_ __ - - - 3" MAY R-iA/13, R-ZA/13, R-3A/14, R-IB/11 R-29/11 R-30/14, 3• AIAX. D.M.-O. _' uu * R-LAW/IS, R-2AW/15, R-3AW/16. _011-R-1BW/15. R-20W/15, R-3801/16. _W N- O.1 4) - - - - . - _-._... . 7 O O O O O O O - _ - T - 1 r----- ----- '-` _ ----" ---- - I I � I � I 1 '., I I I 1 i 7 L/2 ' i 1/4'0-20.1• S.S BOLTS W19 I •L• - /' (USE FOR PANEL LENGTH \ YAE. OOVER V-61 1 (1 1 PANEL LENGTH I REGULAR STORM PANEL I \ REGULAR STORM PANEL I D•-D' a .40.0. -4OD p,xJ I , (W/ OVERLAP MX) PAAEL LEWH DOLT) 1 P 7'-r • +50.0 - 1 LIFE SAFZ r11 S10RN MIDI 34.0 PR. ' (W/0 OVERLAP MID PANEL LENGTH BOLT) � `'' - i A t �' USE T-D' M. PME1 LENGTH / .. S'S B 2 T l' -0 - . - - - - _- '. S\(�A-,�J- AT ALL YOUMWLGS 5.5. BOLTS - Ate['J ) �- - AT EA OVERLAP I I , .. I.1 _ _ ..._. _ ____ .. .. ... L/2 -46 - -48" .. .. IrrI .I - . __ ___ .-__ ___.. ___ ___.____ ._ __ ._. (2) NOTCHES AT STUD a .- -____ ---------- __________I _. _____. .. - _. I _- L.fA— Y LDCAT'ON O LIFE SAFETY I C PANEL BOTTOM CORNERS O D.M.,( , - ---- --.—. _' I - -OVERLAP-' ERLAP-_ OT O WING NUT AT E)ffERIOR WING HALT AT - }- MA; LEFT PANEL 1�1-4�L]L RIGHT PANEL 3' 4A%. t INSTMLA11ON5 ONLY VAAD FOR WIND I' VAR. R-IA/13, R-24/13. R-3A/14, R-19/13. R-29/13. R-36/14, I' MAN. SPEED UP TO 170 m.p.h. R-UAW/15. R-ZAW/15, R-3AW/15. R-1BW/15. R-281111/15, R-3BW/16. -. - -ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, t4, 15 &16) - - t/4' MU CAP LIFE SAFETY STORM PANEL Ct ELEVATION (t) _ _ i �, REGULAR 2.6er SCALE / �' . REGULAR. 4 ' STORM PANEL (MN O.FJL* .7 W/OtE Wl-M STORM PANEL �GHNNHN LIC ,' _G !R __• �,• J f9s P ..:.. - ...__-- L� - _ _ --1 I QIr: �ff67 =_- LIFE SAFETY PANEL £' .. * ye,. * Z FLORIDA BUILDING CODE (Non WI h Velocity Hurricane Zone) '. Fl . 42• C PICA m1Ecc. OX rr. EXTERIOR FS:•.OAIDR ;• V(4N.N' 24 GAGE GALVANIZED STEEL STOLE PANEL OIIAW,N GLOBAL PROTECTION PRODUCTS, I.I.C. 01111"1O'° ACTION A —A =-=r . T 1 L E C O ENN AN, P. E /u-��> .6OA S.W. 6, SOW SCALE 1/4--1- 191' / ww nrl1l_l F ♦ _ n I GV-,NX. n- 113f1 / _ .. . P.1 m.-,ss, w,oFE l,n.Hee->s.I Fu ro5.)elr-e797 20-175 PE. SE./50NAiW[/DATE CA-D006711A wN,r1w sr Oe"A"NG NP WX A WIL7T JP., P.E - 41Q1 +2 or if Mt MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s_f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELC]LINSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELINSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) VAX. A.S.D. MAXIMUM ANCHORS SPACING FOR WIN E.D. PER SCHEDULE BELOW g= MOIMUM MO A.S.O. MAXIMUM ANCHORS SPACING FOR WN E.D. PER SCHEDULE Sao* ro LIB rNYWUM DESIGN PRESSURE / & ANY IFNCiH •L- PRESSURE I & Arc PLFJNt'nN °L• TAPCON SOLID -SET PAlE7.M1i to PANELIIATE PIAA LIM4C-NAllel CKK-N TAPCON SOLID -SET PAQLMATE FEMALE O PANEEMA PLUS IAMAC-NARJN pUlc-N RATING (p ..1) COMBINATION - THEM (n) RATING (P a.l) C,7YBNAIXN - THEY (ft-) m ,iCOF1CRElL m M WIq.1E f' FCbLRi[ m m 000E1[ ro ImIRKR To ro ro iW+O1ETt m DaIQR » m iDgEQ m is il' iJ' 1J• ,r ,r ,r ,2' - ,o•__ i (TOP) • 7 ! s_ ~6 1 J 0 L_/2 , ] _ e l - n u- 6 1 2• /__ 7 1 Y 1 /2 Ls- 4 , • ! 2 , TOP (TOP) 9' _/ 10' is 7 1/2 1]' 8' 1 (NODDY) - 131 t1' _ .}�u_- i1' 13" tl' tY _L• _ t3' 12' _,r_ ,3' + 10' 1 (BORON) t]' ,/2' IJ' 4 Is- ,1' 9' �2 13' 3 _ -- - 1 3 3 - _ r -- n 1= J - _ r - ___. , 3 ___ t• 2 __ -. t J � � o - 7 OP ) P 2 evRdN _ _-_ , ] _ - _ I. 7' _T_ .1 I .0 2 ] / _ 1 1 J 1 _ -• IJ _- 17' __ 6 , I / _ _ 1' J ___ , 6 2 / __ 7 1 / 1 3 1a /2 1 J - , / 2 2 (Tm) }-/ 9 t 2' 9 1/2' 1 3 • 9, 2 / 1 1 O J tt/2' _ 7 l /2 �._t_ f 3 1 6 1 _/ _ 7 (BOTTOM) _(BO ) } (TOP) 1 - �r _ ii�1 1 1 ,!' 13' 12' t1• ,]' ,0' 3 _1 13, II It- I}' 1 I T 1 2 12 2 / / t}' 6 1 <' / 1r 6 1 4' ! ,3• 1 ', J 1 2 I 13 1 1 2 / ']• 6 1 a' / - 10• 6 1 4' / (TOP) ROM } 80 ) ( S 6 OR 1]•--1 r' Y IJ• IJ' t ,, 7 2 1 1 / /2 ,J• 6 1 a• / � 6 t {' / t3' 1, '• 2 J / B 1 4' / I 13' 6 1 4• - / I 6- 1 6 4 / J BORO N ( ) -OP 6 -6 Oft I a a e -a.- 1 a a j B 1 t 2' i A OP 4 eoTToY f ) T e I i 5 7 e 2 / I 1. e J 12 ° { 1 { 2 5 2 / 1 6 Y r 2' 1 4 1)OTTOM ( ) - , I , t+ 3 J 13 13 1 _ 3 _ , } 1 . , , , , : 1 . ., film I 6 1 7 I 1 1 3 1 ] 9 t 3 9 I 0 , 1 2 , 3 1 6 5 (TOP) -..__.♦ --- I -_-_. - -. 1 - _ _13-__r _--- r --_ .._ } lr -_--"...1- ,3' - -. t]• -.___.. to' _-_.-._ S (BOTTOM) _.. .. 1]' ( 7' 13' --___ ,3' ,S• .. 13- _.. - 19 ,/2' - _. IS' _._ - 9 1/2' __--.j. 10 ,/2'i7 2- 1/2' -......-.. 13' # 6' ----- S (BOTrd1) t3- tt' 13• tJ' IJ• ,]' -- _ . - - '3• 'la ,/2 ,3 !b I/2' --13 16 t/2' 7 1/1'15 1/2 A ,/2' 6 (TOP) 6 (1W1) t3' tt• - - 1J' ,J• __I_/3 tr_ IJ" 73' " -.-. 13 i +7 T- ,J- 10' ,l'- _- t3' >,65. -CIS _ _ 6 ,/4'}6 1/a' 6 /{ 6 ,/a' -_. -_ 1 /a' 6 (�Tl `•) . -75 - - 6 1/.•',I 1/i 6 1/4 ,8 I/.- 6 I/i 6 1/4' - 6 i/N'j6 t/a' 6 (80R •') TO .73. ->7 u 7 ,/z ___.'(-_ �. u r __ u' lD u ---1--- o „ e a �_--�/ • e, s T (TOP) ♦11A-,1¢6 iJ' 1 S' ,/2 no ,S' +/Y tr_ 6 ,/2• t. ,b ,/7• l 1/7'i5 1/2: 13' `a 1/Y + iTOP)_ (BORON) 13• 1T ,/2 ,}- 17 ,/2' - -' tJ• is, l 13• 1 t3' 13' IS- --- t0 t/2' _IOU 1J _..110 J_.�1 1/1 it I/2" 8' t3 r I (�TTOY) 13 ,6 IJ S ,J'� ,r } 0 /Y tJ + 13 _ 9' 5 1/2' t3f AS ¢' !6 f1 19' ;7 /2 1/2 5 /2 13�_6' I3 -T6 _ /2 (OP) ,0' /2 II' -2 B' l- ,s 6 t/2• 2 (TOP) 7 , -`i7, :----- 13' /2 , 1 '- Il t0 , 1• Io, /z 1 ' q 110 1 no,z,11J'- / 11 1 ! a• t • 7- -1^-t_ r J 1 BOTTOM 1J't- 1' _ -_. --- ._ r + 7 t3- 13' _- _._1-_ -_ _ r r ,3'�e -_ 3 3^ I 2' _. __ 1j _._ _. �-_._.._ 9 I/2• to , 2•}7 - - t 2' -_ Ir _--.e-__. , 1• _ J (BOTTOM __.._._ J(1UP ) IJ',T s (TOP) e,2 / u' +e,2'101:7,z' / / / tr i e' - - - '- ------ T ,/2'i3 ,2 1/2'12 I/2 6' 6 ,/4'I6 _-. t/{' 12 1/2- _�.--- 6 I/.' __- 5" - '3 +/2' .. ,/ - _ -..1 3 (BORON) ♦(TOP) TO B -0' -_ _ - + 2 1/r 12 1/Y 6' .S 1/2' __ 6 1/4' 6 I/4' J t/2' 72 1/2'la I/a' ? a 1/rI - 8 1/4'T8 1 } (BORON) TO Y-5" _4 .. a 1/7' 2 1/2' -T - . (LOP) 7 1/7. a' 6' !4 1/2^ T }' __ _{ ]- T 7' _.-_. _-i--_ e' _� {' 3• _a• _ I - 7 _ e• a._ e' 4 (BOTTOM_) 6 , j� - 13' a• -+ID _ _ e• I_ - a• ' - e' i6 1/2' _ e I - 9' _ 6- t)' - _L--1J• B' 5 1/2', -10• r - 17 t/2 r - ,]' 6' -•- 4 (BO TEM) ,r t/7• 17 +JT' t}•- IJ' - 1] +S 13' tr 1/2' to ,/2' IJ•_-{10 -- t}' 1/2 10 +/i no , •„ 1" 1/I , '/2' --- e' 13' 7* 7• 13• 7• 5 (TOP) 5 (BOTTOM) ,J• -- -- 1 3 7' ,]' ---I-._- ,J" +1 1 IS t]• , 9 1/7'13' le x , I9 ,/2' e 1 T --- 10 t/2'!7 "5 t/2' ,S" 6" ' N 6 oP , 7" 7 1 1 , 1 2_6 6 ,/4"6 1/a' 8 (BOR'•) a I/1',6 ,/a' 6 ,/4- 6 1/.' 1/46 ,/<• b t/4"6 1/4' 6 ,,/i6 1/a'.••} SEE SIM II ION ANCHORS TYPE A SPACING FDA .NSTALATO,S MO WOOD HOE B,AIIWOS • MINK, w rEJOP SPRINGS 00 IMNNIAA EDGE OS'IAIXE ARE WOFJAnO ON INS 9CIIEDULE FOR ED. LESS THAN INDICATED 0. SCHD,AE REDUCE 'NO" SP.CR6 IN IOLTPLYING SPACING SHOWN oA SCHEDULE Br THE FOLLD rAC}pR5 FO, IRS OWAY04 TO IN POSSIBLE REDXED SPFCNG OBTM® USING FACTOR SHALL NOI K LESS IHAN MINIMUM 1PACNo A EKCJiF D FOR EACH ANCHOR i-E ON TH6 SCHEDULE 1/4'. I/.,. ,/i. 1!.•iF ,/.•. ,/.-. A1tL910R TYPE iN1m11 faLa-btT 04dPBIIAUI. IA.NWMH ZYIC-INN GIX-N NNRRAI ANC OR SPACING (N.) 3 3 3 3 2 +/r 2 'n Imo.. AWRIIAMI'm ImN.HEH (N) - 3 3 ,JI' r .____ 3 3 In' 3 OBI. RA.) !--_`.- _. ___. ._ 3 '/1- _) ,�7•- --.3 ,I3 7 t/2' _ _ _ AMA ®BE MMM E.D.) FACTOR ,'Ir .. - - -- - - - - p ,R- - Oe{ ISa - - - OSO : - 3• oA o.7e Lao a.0 .w - SPACINGS ONLY VALID WHEN SPACER IS USED, SEE WILE 11 FOR LIM. AS.D. DESIA LADS & MAX. PANEL LENGTHS WHEN SPACER 0IS USED. Tmu #1 A A.S.D. DESIGN LOAD MA)aMW PANEL LENGTH 40 PSF OR LESS 6•-B' > 40 PSF TO 50 PSF 6•-2- > 50 PSF TO 60 PSF V-10' A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2" O.C. FLORIDA BUILDING CODE (Nor INSTALLATION DETAILS FOR LIFE SAFETY PANEL'i INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4'0 TAPCON ANCHOR O 9' O.0 EXISTING POURED CONCRETE OR 1/4-0 TAPCON_ _ _EXISTING POURED ANCHOR O 9' O.C. CONCRETE OR i/.'e TAPCON ANCHOR O Fir' O.0 EXlSTWG POURED 1/4.0 TAIACON CONCRETE OR ANCHOR O 9. O.0 ;. CONCRETE BLOCK REQUIRED. i I... CONCRETE 9LOCK 1 _ REQUIRED. ,. CONCRETE BLOC 1.REWIRED. Cg# ?) (_. - -i/Y A1/4' ' 1/2• , 11/O I 1/2' , t/a' N a=-i tN1f_ 4NL. 11 E.U• 1 C.D.• I I EO• I ! I ;� #/„ l �i c� w { II I p I• WTI. li I I 4 r Ain. It I 1/17-2pF1• W--SEPARATION I TN E%IsnN6_,B TO G1A55. i ,/.'.-EN+` 1� 1 1/I'F-AEI" EXIsiLIjE�(� TO EXI$ .G i AT 60.n a -t.s can W O 55, can w EAASS JI 6D E sn i C ASS n I. 1 . t n rA it C1A55 , 1 I A' LA r CLASS III . , , 1 ( a 17� p y , . pAE 16N sAIRi U 1 r 1aaY' +]/O T-47 a C' � I IF / r I (tON, O.O T-n Y 11 I 1 I IN p I e 6 rj I ` i II / i 1 I 1 N B 11 �1 I 1 'L' tAor M' MAX, II 't' 4AX. l I U PANEL n I 1 H P 1 1 AN LENGTH P NG ANEL LE740TN 1 '-!� 1 EL 6 ANEL IE q J 0 / I (SEE ELEVATOR II 1 (SEC ELEYAT.ON 11 / - I (SEE ELEVATION it '. A II 1' WTI. ` 1 I ON SHEET 12) S II( 1 i ± ON 5110ET 12) II t- XI 1 t ON SHEET 12; II (i n SEPARATION11 11 ARAM N I II 70 G1A55. 1 'I ) 11 TO CLASS I II07 U I II 1 I ¢ 1 , -4 I -A ; i I, I 1 i It f2 I ,31 ED. D E E.D. 1 1 I I I ED !� f-1 ! 1 iWH"r 1 1•af OE 1 URED CCNcRmEMSTING OR CONCRETE BLOCX REQUIRED. I Cl i/2�1".."" ,/.- "'- 1 I it 1 ,/.,,-za,- _ I r VS DOLTS W/fi I A 1A aW I 1 I N i MAX I I °' PANEL LENGTH I (SEE ELEVATION I , ON SHEET 121 A I 1' I 1 6' 1 1 ( 1 I 111L 1� )& i ? , E0 1 _••- -_A ' I 1 Ea l __-a A , A I 1 3/4• 4, __1 _ (: - : f I EO YS OHO,�iAAD Ns ED I - .. '.- h}1�/AD Ms I ,.:.y I 6a5 .kil Rats IF �-., • a 1 ac • u ,n oc , ,,, 41 I11 11 # s r, ,/4-e TAPLUN � J 1/4'0 TAPCON , ' ' 1/4.4 ,APCON '� 1/4.0 TAPCON ANCHOR O 9. O.C. ANCHOR O 9. OC. ANCHOR a 9. O.C. ANCHOR a 9' OC EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR ELISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR CONCRETE FILOCX REOLAREO CONCRETE BLOC. REQUIRED -CONCRETE BLOCK REWIRED CONCRETE 9LOCX PEOUMM SECTION R-1A O REGULAR PANELS O LIFE S ETY PANEL O �tAR- PA ELS O LWEC�OSAFETY PEEL WALL MOUNTINGS WALL MOUNTINGS SCALE 3/a.t•-0.0"tN...L"I"'._ SCALE 3/8.1" SEE SHEETS 15 a 10 FOR ANCHORS ANCHOR TOE 1/4'. TYPE A SPACNG FOR INVAUATaNS INtO TAPCON -,-c ANP,oR f, -- -_ 1 Waco F7MAE OIA SPNB MDAMUY ANCHOR SPFCTNCS AND YWAUM ,_WAIN O.- OAJ _ _ 3 EDGE DISTANCE ARE NOCATED ON THIS SCHEDUIL FORLD. LESS TINY INOMAIED ON SCHEDULE REDUCE ANCHOR SPACINGowr.Y 1Ie,41Wt na.l - ONA a'L) - 3 IN Mi.FL lYNc SPACNG SHOWN ON SCEDUE BY THE ROUOWwC FAC10R` A m. as memar OW RB,TOIt , ,/I- •m FOR 114 OPEMTXN TO K POSSiNt. REDUCED SPACING MIT D USING FACTOR SHALL NOT RE LESS THAN - _ 1 ;/_ o.s, M.OMM SPACAO WDIrATED FOR EACH 3- At" ANCHOR TYPE ON THIS SCHEDULE FLORIDA BUILDING CODE (Non Mich Velocity Hurricane -6--4 N OD 2 O � U r0 N Q 0 0 C .M Cu U -0 � a— � N O O O O ^^,, W CU O Cu LL- p — > •� Cn �}0� V � I` O �p 1p.� O L e•1•� -C �V (n Q 1� O In >' W N CA O � o u d r- c.3 N, m ((n � W T1 0 A- to CV .0 N 'Q O N 3 �1 y EL s aA H. C E17 C .0 C +-•, 4C 3 i O7 N .= d It C - a ee _ �. C t E C7 tJ CD INSTALLATION DETAILS FOR LIFE SAFETY PANEL CC' INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1� I _ INSTALLATION DETAILS FOR LIFE SAFETY PANEL i) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INTO WOOD STRUCTURES 1/4'0 TAPCON EXrST,NG POURED 1/4'. ,APCON _ OUSTING POURED I. - _ _- F k _ - __ ANCHOR O 9 o C CONE IF OR ANOOR • 9' 0 C CONCRETE OR �__._� j CONCRETE BLOCK REQUI*CXADRED HEADER WOOD HEAOEP 1,' _ kfco-XlC HEADER kEQUI HEADER {( CONCRETE BLOCK ..: - REOU,REO REQUIRED I DECWRL L' IPED _ -REQUIRED HEADER ` , Eau HEADER #' REQUIRED. REQUIRED. , V R --RFOUIRED - i REQUIRED 4 U) `�i {._ /-. 1/<'i TIPOON T- •/a'0 TAPCON 1 4'0 TAI>CON - 1 4"• TAPCON 3 �Zi l2 p - J-^ -. ASICF+oR o 9- cc ! -; ,•. ANCHOR o 9. 0c '' ' _. ANCHOR a 9- o.c .ANCHOR O 9. O.C. __ ..t/4'. TAPcoN -- ,/ra TAPCON 1-- �. I J ''I I I �' : -, I ANCHOR O 9• D.C- { -' .• AIGHOR O 9' O.C. (/e, i) 1 I'll7/2• 1 , \III. t/J ' 1wx• + 1 C2 i I "O J� 1 !e) I ) (.!F-f, 1 : I Ff� �,sC_ l/ C0011 1 1 1 '"2 I1M"VI. •r"111,11, It/a' - ., t/2" , ,t/{. f I 7/IT I,/4- 11 1 , -,� a) a 1 i I• FW( 1 f _I MAX_ �` 1 I _ M:N,. I, 1 WTI ?. ilf Me+ A. _ _ I ' Lr. I1 _ -_ + , 7• q, 1/2 ,,/4' ; - 2• ,/2. 1 , I/.• C/ ^J 1 ' I i 2- I: 1 2 1 2• 1i" 1 A 1 2• I I I MAX ' I I MAX � Mi'l1 p 1 I _.1 1 - ., L. i 1 f---',. i , I I I I [�p i ,p•.-m,• Do i ,/✓.-mr L R 1..� I �� L L_ t- �1 �-L - , v ,�'`) I_! I (1) �� I i ( `r `�clAs NG-A f I S-, san X'�j 1 i lE A fA R 1 t e Ss aa,i N L I P 1 FXGTI [[ __ AfAAIRR I f 3s sln v R , (1 NIP n I N _ _Il ,-7 I ao r-n E%t5T1(Ny.il H .. I E EX,Snk(�x j 1 jit�san'IF n J' E -r - N,TA 0.4sii' i t,lF •_Ia, p ♦ - i Ra i_ ) i ,i.•�x�r i 1 L. i �' I s. ca�n�N�.y4•s� 11 I \ I ,H'. gal• O 1 A 1 Ex6n 1 u ban w,® H ""'^� F%IST(�T� 1 t Y. }a,' 1 L 1 f.S 6aR R e I GLASS , GLASS A, 6a E.6',IIIG CLASS u 1 - o j .. M R ( , MA%. li ." I I u°�is+H�Aa > � Y !, 1 „ TA 1.. i r -11 �-0 Onsna,'i 1 Y cLAu p �s. can W� 11 f - i E n rA e .,,3 1 11 PAW': LENGTH _ 6' PANEL LENGTH n s I, 11 I ]]1 O w aaGtP E%i5ry�r; rl i I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �� P` I • Y I Y 1 'l" MAX II ` I n C I -1- VAX U 1 LLUO,Lo` r-rt cLAss a' I, ! 1 Y ! - : sFT_ E.EVATXa. I 1 1 (SEE ELEVATION II � t IF -_L t A. b. PANEL LENGTH 11 4 1 I - _ i -. 1 PANEL LENGTH 11 rtY I U I ' A N+, SIP _ I (OA aHEET t2) I I 1 ON SHEET 17) U -. I i i 'i YRF Y I (SF.E ELEVATION 11 1 1 L• Vae - '/- f , 1 6• (SEE EIEVAT,ON !I RIM L YA% n („ E •E' 4A% I PANEL IENGn+ ( T 1 SHEET rtll --- "'�iii I PANEL LENGTH p I ± - ' II _ 1 SCE ELEVATION a �j- - _i _ PANEL LENGTH IF•`'EP4AA1m" 1 N E I 0 1 ( ON 12} I p - i3 ON 5+1QT 1T) 11 PANEL LLHGTH 6' E TO GRASS 1 l S IF (SEE ELfVAT10N n E N (SEE ELLYAl10N SEE ELEVATION R CIO i E - A Ii i i ON SHEET ,2) n 7.. 't I J 0 I. 4m_ 1 i (; ON SHEET 12) u t 1 " + - ON SHEET 12J o 1 - 1 T 1 i I A . ,( II 1 ON SHEET i2i I i I) 1 Mm ) ( n ' :- --1 I- SEPARATION- -; 1 r " I 1 1 /ti 0 1 1 ' 1 11) tl2 /( .;'. {� - Ii- PARAnO+. 1 {_ I S 1 R 1' Wn ` r- 1, I TO GLASS. 1 * Y I I- (1 j 11 1 W 1-- 11• _ 1 t I ., 1, S 1 t 1, 6• 9 r., TO GLANS. I i \J L/2 Y .-. To GtASSSEPARATION... I t.J 1 1 I ��� I ----SEPARATION `-~ N(•-SFPAAAT,ON- I r'_•., 11 1 WTI, r i i 1 /' 1 - 1 �. II I i °-- ._ - i 1 f ! {{{ 6• 'L °.r , Y !✓7 A To GLASS , F (3') E• " ,0 GV.SS ,.� !II••--SEPArtAnSN `E i �' ,) U €OSnNG POURED E D • EXISTING POURED ' - A i -- I - , ` qq1 I I I I ( S' _ 6 R j @ S I- a , u (-T r,'O 1 CCGNCR ONCRETE (D OOROCI+ I I -`�'' CC(NCONCRETE OCN1 -� V C'0 I'•d-�I 3 �1 tR• Do _ CCT'� EQ. L_ 1 ; L- ; 1 �, L/7 Fl_r_ (I�J IREOARED ,) 1 H 1/r 0C CNN RETE : M fWt1003 _ J® i _� �,,,). _ _ .j-B 1 _ �- 1 , -__ /> I :i I I ,� I i , -�( !(j - 1 A I �• H ,/r w ))) I • 17 t/r OL �1 I .` �T I I Eo A t F0 �^'W j A E'Q - , ry- I[AO• EO. -NIL ! 1_J _ E0. I E0. : 1 A I •I_ + -- _ - + - 1 _ �: Ian . t ,,) .--I '�•+ 3 _.fi... 1 /,� i 'A„' 2'.a' w000 _1 . . . 2 vl P<. C,O. _ ' I '!7• �f-,ol'°`F�'/,Da•Ns I E,,0 _.-1 1 EA) - - - -1 O PLATE I 1/4'. PANEUATE PINS ): - 1/4•P PANELAATE F',�.'. - - 1 - L ",A, TAPCON I 1,'a•. TAPCON REQUIRED I . _�4.0 TAPCON 2•..• WOOD I • 17 1111rrr Oc �� WOOD. .-. _ PUT' WOOD_ .. ANL+iIXt O 7T 1/2' OC. ANCHOR (BEYOND) ANCHOR O 9. OC I ANCHOR a 9. OC. 1 ANCHOR a 9. O.0 PLATE - 1 ! STAGGERED W/ STUU - - 1j1.1 TAPCON REONRFD - REQUIRED STAGGERED w/ ST,Ip REQUIRED ( / " L I/{'• PANElMA7E PLUS I 4 • PANELM1AiE PLUS 1V� GM NTI 2'..' NOOO i 2•P4' *DOE) ANCHOR a 9• oc ANCHOR O 12 1/2• DC I ANCHOR o 17 1/2. OC SCALE 7/e-1- .. PLATE EOUI _ , _ ��. PLATE . _! - �._ iii I INSTALLATIONS, N,0 If FRAME 8U4D6.r.4• SPACING FOR - REODUZEO , REQUIRED ( 1{ I IN.IAA ANCHOR SING. AND MMO/W EDCE DSTANXE _I V ' ARE IOKATED ON THIS SCHEDULE, FOR E.D LESS THWI - - •OKAT7D ON SCHEDULE REDUCE ANCHOR SPALNO BY .r + •CIO MAAftY41G SPACING SHOWN ON SCHEDULE BY THE ALTERNATIVE R-3AW - _,RAT% �. ICUDII FACTORS FOR THIS OPERATION To BE POSSIBLE. ALTERNATIVE R- - - ALTERNATIVE R-LBW O REGULAR PANELS g�E S�PiAANNEEL M REDUCED 3PACINc OBTAAARD USING FACTOR SINALL NOT x REGULAR PANELS O LIFE AFETY PANEL O GU PAN LS O LIFE SAFETY PANEL ., •• NNr LESS THAN YROW,M SPAIC INDICATED FDR EACH ANCHOR LJ� W IIn..../,NAI TYPE ON TAG SCHEDULE aA H ,A A„ti a�.aa` is A. i141% F , WALL MOUNTINGS M WALL MOIIHTt.NGS WALL MOUNTINGS DER A. i.. ` -' t ,MBCpR ME -Avn wE g ?a': •„•.•••• ✓°: SCALE 3/8-t' A• T1L SCALE 3/e-1• SCALE 3/8-1' 41•,••' N ✓. -i. _ . �: • ��CENSF ., �+ = 14R Uj`�A� al•:' �}GE SF ''•.' W NNIBYY ANoaR slNnla MJ ' 3 -s . FLORIDA BUILDING CODE Non HI h Veloci HUrrlcone Zone CEN •'• 3•; ' S s RORIDA BVILDING CODE Non NI h Veloci HurrIcoro Zone) i 40.44167 I FLORIDA BUILDING CODE (Non High Vel"Ity HUrrtcone Zone m 'rRWAWf- 'c n.I.,A DAJ 3 ) .. IDS: , __ _ r.r. +:mA n,e1», •c. ram. dQ2E5: ,HNANa nI, �"oN.w ws (w) 3 3 ,n ? * = * : * i azma nnco. He 24 GAGE GALVANIZED STEEL STORY PANEL 01- f, a . 44167 24 GAGE GALVANIZED STEEL STORIE PANEL * : * <7oA ,ITEM. Nc 11 Q ' •O •' STATE Q .'C � 1. INSTALLATION ARE ONLY VALID TOR A.S D DESIGN z t * _ : **I I DRA.N BY I INSTALLATION ARE ONLY VAUD FOR MAX- A.S.D. -q STATE OF_, ::MV�� __ 24 GAGE GALVANIZED STEEL STORY PANEL oRAOw 0, � Z NL11K mate= Q.90 FACTOR Q,., = _-�. m/n/mn PRESSURE RATINGS (p.s I) AND PANEL LENGTHS AS £ * T _ m/rr/mo �� y'• F 1 IL ECO T .GLOBALPROTECTIONPROTECTIONPRODUCTS, r ' A°OD S.W. J, STIED LENGTHS AS PER ELEVATION ON SHEET 12. yN � / � NeoO a W. 31 sTREE, 1 1/7' - I ...li'EG n eAHe. FL ]33H F it TEi +Tt'STN9 B [NOIRERNO tIOWANr / E vw w., w.. m v r 0,,:' , LOR10 {, �,p2-J >„ r,, w, Na R„wo,l n v,r owE rL Su,1 2, FOR HEN' W000 FRAME CONSTRUCTION WOOD HA S/ON AI / ,/-,-.'•2.t ' T"+3i TCI1N° & 016MEtM1'o co„PANY Z AIyAI ORAL 1N-.. P„ 1 M,-1_ rr - wirr1-1N, 1a,ac. (u.)ew-7x5, TAT NWAi6N-R»T 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "�"' 3r w., r 31►aw. roes n SILT DwN. n. 3v!1 r Dao Lao HH,.` C • .....-••'' p , `K. A> -_m .. : Prt a+-+ss1 n.Dl.t: (cea)Ie•->s.6. rA1c (ssa)Hes-e»> 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W SPECIFlC rNH MUNa•LLL : ...+ >1•ur .. Peel n.-,M 20-175 - - -. - - - 1040NH411Ht .-.-4 <...W...,.- ,N ^ • ,�11. r d r �� t1A.HANa AP. DENSITY OF 0.55 OR EQUAL. `� .Nrr.. / PAK • - / ,N.o.E (•6.)YF'>5.0. rAc (N•)Ne0-e>n Q CI-0o0671e S/ u-aaont9 N^' • �rP01. p4R11a "° DENSITY OF 0.55 OR EOIML. r G_i14 aAAwc 1+. .- 3 ,!2' - - PE SEN/SIRrTINE/MTF a,, A IF .P. Pt 4H ,T'1r E.Rn H tH n 7NINNN i Lr IaHAI{RE/Ty,,E --- WAITER A YLAw .. .L m 1>-1. NCtT n a to - PE 9Fiw/4LNATUM�aFIE pLipl A RI1D 41 ow 16 or ,I n ..,a 1, I SHEET NO. SH 1.4 - - -- -- -- I Il -A-- I I 1 I t - I I I I -I - I - Ezt/ter EZt W/t B ANCHORS - - --- (SEE SECTION EZe 8 ALTERNATIVE E21W ON SHEET IS)- - -- _- --- jj1 - 3, M9, -3' Ill - Min M:n 9'I(SEE NOTE 2) -1t'W iQ 9'1�R 2) E[ OF: 7'CH ENO Ate.-e,.->.F.-.-y_�._.s�{ -� .-1"`}-^Y-.-1 -- .�_'--i. i--�•'J _____f-«'-L? ,Ai rs'P as i i Y..-. .. _..s�� _ .� - Of' ni{S'LrA '_A,." .k EL �1 `0 b_ M1S`A1.t ECr A EACH OPENING SnA L ALAAiS .P,E - ti a f/2 0 O IJ -IOF IO�Or 1 �ya3 •o -� ION / i PROv;4E w( RLAF 'ANC C TO FAL, L. A:L IN:7ALLAnurV it NTE!aDEC I'` J r I b'] i-I �r_ gf v,'AL�EG GFnu ihS UC STR�CiUPE I i I I . 1 i 12- I iParc. hJTE . L 1 I - 56% " (:) • t .' ✓ 4 r f q{cc - r '. E- T i;AN-, cTVRM PANG :'"STE t.+ ,. N, TI I T n .,-..IS. N` C.I :Ali'.' nt FACKE "r ,!-If ' I ILNL? I-Ah€ " � IHtERIun A E. Ii JTFR�n. PAN'. ( t410R F•ANCi i I i.) ppiVE M'f'r` �i E '0 _ .. JF' & C JM .N 1,l SL NO'ES 7. 3, 4 I i i 1 F T IS '- I il F_ rN• AFLLS ,Hk A OATS Pf 0NNU7H, d2TTLI,l RA' F i 1 1 1 I I I IAS . JTHEPW A ST � GAF +(k S; ,AL. HE -r,r" nD. D r:_TF uF L . !. I I 1 i .. 1 1A - ` 4NG'., 1 .%AN '. . • 11 * - (_1,* d1 * - Li.' 1 . (1`� II D,/ ,I[:L. { {.. __i 'tj lF N }AN-!` ARf r'. NNFi_ -C t PJ- M HAt NNC,t1_M 1 Ij I aM 4 SIIA UJ 1 -4P-2f S-4 MS W 5 P." 37 WtC• 'E 1 J Ertl r PANELS w /.a x.l,' N111 L R A e"1/4 ft 11+JMH5 REW IN (, TAP f) BU M ' S 5 E3I` TS Ill e A UVL.L- tRA, L_4Ai C•N F FAc EN: ,d i,Y 6F + E'iHCR OF Ttb `} I (S E ,F'T6N4 AS APPLICABLL F kT R t? AT ANTES ,:If NC NEL. I- - - ,4% ill ASI- T'+A PANELS AI.E NC- CONr 17CITT Il UOTTI7M JwY r . 'RaCF t A i BAR i5 ONLY USED A ;C�') At LEJ,4 1WG. .. 1 I I I { i'Ah LS Ai.. 8F 04NCI?E UOTION, t ACK U,", SPE �'"T I '_ .` ._ _i _ ;:_ _ - .. 11 -F Y t 1 T T -'ly l� t- T- i l l-1 Y t - r I' "'I I �i T .' -I- • i i -•. _,1 f Y'�iD t T..i T _i..r; :.YO �nTE :19 NC TE t3' !�g•;V SilGa! _,qC JkNE JN Ca Pn,!i[._ O Ot^_u IRA ru uLt L1R A. All" PANEL tO�n l`IN ilJ LLJJ1 i JJS -I-! LJ=_f J1 -0 JJ=L r�l;.; JJ i1 JJ�J. ' ! G _ Mwa :LtLJJ^ r- , _ .- M.r. Slf - SEE 1' him t' ,NS1.AL..d T.0 4S ONO, JAI D R* WINE'. ;7iW,i@ , W)TE : NOTE SP1EL .. 11; *7, r,I, LH;R< _ - _ ...GEE S... :'.11 L'x1 h A FNAINE E21W OY �HL'c 'a! -.- - EZI/18. Ezlw/ta TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (L, SYSTEM (t) oCA-.- --1 3 "=I- rl .11 li ✓ 2.6NJ (MFV "mit.Af - MAX. GAP '', Rlp- SECTION A -A I'll I Hy rFIIC/y S.nL -i: 3/?2"- "' �x'srtiti,A• %, a ?,•r ''''�9-.� FLORIDA BUILDING CODE Non High Velocity Hurricane 2Dnei _ aPx �. w F.P Z4 GAGE GALVANIZED STEEL STORM PANEL ,I.- . - t (' ,,, r '' OLOBAL PROTECTION PRODUCTS, LLC. �" An �' 'P' -�iT t l 9TIN0A EM6t EI;RN16 CO.AF +&M ,: TOF11- 1m .1,}„ w.43A. A,Adan.. i,l-, a Fri:" 20-}7S !-U (�., C 3P�llj r manna - dun+., a- .lklae r P,R "�,w m: I(z„ NNrHI»I,iIL'R'vI,NA*•IAE.-,nn Melt Nr€t1 1 • yr •I . t -.-- ettN(_,II,j1EVT1iNJ1 ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September 15.2020 Application Number 17WI?.1 - R2 EX Project Number. 20.31I543 Product Manufacturer All Arrhencan Shutters and Glass Manufacturer Address' 54 Donna Road 1 0 West Patm Beach. FL 33409 Product Name 8 Description- 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation; This Product Evakration Report is being issued m accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida B1akUng Commission) Rule Chapter 611320-3 005. F.A.0 . tor Statewide acceptance per Method 1(d) The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Fonda Building Code leas) uivalent to that required the Cale Seventh Edition (2020) and is. Ili the purpose Intended, at Equivalent eq by Re-evaluation of this product shall be required following pertment Florida Building Code modifications or revisions, Substantiating Data: PR r�1 PRODUCT EVALUATION DOCUMENTS , EX drawing #20-31543 titted'24ga Galvanized Steel Storm Panels (HVHZ & Non-HiIiI sheets 1-5. prepared by Engineering Express, signed d sealed by Frank Sennardo. P.E. is an integral part of this Evaluation Report. . TEST REPORTS Underm static structural performance has been tested in accordance with TAS 202 test standards per test repon(s) #BT-ASG-17-001 by Btackwbler Testing, Inc. Large missile impact resistance and cyclic loading pert i-mane has been tested in accordance with TAS 201 and TAS 203 test standards per test report(s) #BT-ASG-17-001 by Blackwater Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the foiMwing design criteria 1. Maximum Allowable Spans 2 Mimmum Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396-9999 TEAM 0 ENG I NEERINGEXPRESS.COM ENGINEERINGEXPRESS. COM NOW E=NC71, JEEFI 11`-� Pate 2 of' - All American Shuucrs and Glass -'_4Pa Galvanized Steel SILum Panels NO 33% increase in allowable stress has been used in the design of this product - Separation from glazing is not required for Installations outside of wind Zane 4 and essential facilities impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously Bsted test report;s). and is accounted for In the engineering design of this product Wind Load Resistance This product has been designed to resist Wind bads as indicated in the span schedulets) on the respective Product Evaluation Document 0 a, engineering drawing). Installation This product shall be Installed in strict onnalo ance with its respective Product Evaluation Document I, 6 engmeenng drawing). along with all components noted therain. Product components shalt be of the material specified In that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (I_e engineering drawing) as noted herein. All supporting host structures shall be designed to resist ail superimposed loads and shag be of a material listed In this product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed tat on a site -specific basis by a registered INolessional engineer- s are em installed shall be protected against corrosion, conteminalion. and All components which a rman van y R g Pe other such damage at all Imes. THIS product has been designed for use within and outside the High Velocity Hurricane Zone jHVHZ). Respectfully_ -1 ' `11I C- 1 * -"TaA Frank Bennardol. PIE ENGINEERING EXPRESSr'r nI'F0(Mf1549ICeri AWL 958� 160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAMl91ENGINEERiNGEXPRESs.COM ENGINEERINGEVPRESS. COM nwKMwN-� •MnM ., .- . _ I. i IIIN e T M M n� ki t A;I M o_IA S� w'u rqq_ I. ID 1 �s .d - _ .. N ktl l -a. 11 i I A ,,. a i .t W, 2 w 11 W ]1 E.. A t W T! . F` Il a ­11rh 7 -� "Z T _NU" YN i JHH'O wrR+ _ _ N.--_1-1_n y vA �[ GCr :1'L'a i i .I ,_, I.rr, is. ^1iuAn- r R. k F fl0AM0UNTC RON 11.11. i J1, 1; -- ,_ uR (1 MI fr 11 MrKIN H C InYr. , :L_7 _ _AI 11 . I rN' c < -- HP.-1-�' r r r a nS•z x M.- ,: HE". r.,t 11 - � WAIN N6UM 9-CTtOrI �.; In i r 11 1 r,11l . I." r Y T 41fIDJ'- N _. 4_ - ( I. -..III g�Wl�ik lYYt� ' I Y �r El`IT 1' L .w 1L11 " M. Mv 4 i / 'Ill IllE-11 C -n l r,aGnti.r..%rN l t t' .1_ . ' eK .E T. F `c J - R 111 s" L.. ,D 1C .* ' I .. It V rR T:CNS [ H l.h.�V�- FfMnI _yIT• ,3v �' +ER t �:r t' E u' -111i H' u Fc H cI dRY ICE_ r+-,U' .aC n'rl II- 41 A(L. qr MT r t: TI I:a 5K_irc.1I"- Tar "-"W�-1 ODitDNAL TOP76]rtOM CIoSURE D6TAL. EHaj-aC• 4 M. D"iS. .. %:,I, I ,­­ ­1 - W ': 1 ."_ 1 L0. L 1E I -I- i. RM:Xj".-:I MNMMI -INH rmi r. ,q,. Kr . 9M INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL (T) INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES I _ . - EXISTING POURED CONCRETE OR j 1 1:4's TAPCtlN CONCRETE BLOCK REWIRED - .t - ANCHOR 0 12' G.C. /> {'--'If) 1/4'. IAPCON ' -, /'4,1* HEX HEAD TEK WOOD HEADER ( _ /"';. 014,1' HEX HEAD TEK ANCHOR # 12' G C SCREW f 4' FROM 11:p EDGE OF U REQUIRED .,3 SCREW N 4" FROM rf; EDGE OF 1 is ! CS. dg.: {J EO ' 4 i Min. r - I• _ 'S r '../ t 1/2� �-_-1 , _ _ i t/2" " i/,'gym.,- 1 N - .5 sa rs w.rt] L� Y -J /.•�.I! 5.S &Tl*5 .1'Y R '1 e 4 1 A' of 1 M FA OTTUR, It ," Min. I 0 1J2 N RP) Pm r'AAF1 N a ( ,/2" N� - SfVARASS - EXIST NVG II TO GLASS I 3/+6•a 1' Min. EXIs"No-"SEPMAIILN'r - il I I f /15'P I -4. 1 GDLSS--"II I ALUMINUM FOr' 11 I (.1,% RPtET GLASS B TO CIA55. l I, I - - ALUMINUM POP �. I � 0� I RJl'ET IT , a r ,p'.-IN,.' « r r B-o. P ' I wA% u T_ ... 1 4 B._o_ , LL I t MAX. R PIIaP's .15 R `j ; - I 1 PANEL iENGTH * 7 ,/4".-IO,+' _- 5.5. B0.T5 1 B Tat- i } . PANEL LENGTH 'R B 1 a rA EwsAd� a jj .. , # t t I > 11 11 MUnpt" 1 I i/4'4-26K2• NB-SEPARATION-F 10 CLASS I 1 - 1 'l B- SEI' I THUMBSCREW So •L p TO DLASS 11 OF i j /4"e-204' �• I THUM�fkEW it 1 III �-` I ED I i , .. -... ' I ED -i� .� ,J2. i '1 • / - t` -I :' i 12 TAPCCN ANCHOP. + 4'a TAPCOM / POURCD 1 7 WOOD ANCHOR Y 12' O C CONCRftt: OR CONCRETE i I' � ATE PLATE CONCRETE BLOCK I _ _ REQUIRED I REWIRED WALL, MOUNTING WALL MOUNTING SECTION EZT SCALE 3/8=7 ALTERNATIYE E21W SCALE 3/8-1" N,11aa.111......I �1�..IQ A. P...'. 4 �' , SF ,•'• i FLORIDA BUILDING CODE (NOT, High VelDeit Hu-Ivicee Zone) * MIN. PANEL LENGTH I, INSTALLATION ARE ONLY VALID FOR MAX. A.S_D. DESIGN SHAL L BE 2'-6" - p, 44T S = •,} : tk •: * rzeaD T,rtrn. INC d GA GALVANIZED STEEL STORM PAN 2 GE GAL Z EL rP. V nwF a, PRESSURE RATING +/- 40.0 V s.F. AND 6'-0" MAX PANEL LENGTH. ):=' ,% P� GLOBAL PROTECTION PRODUCTS, LLC. =. o' STATE O7.,4 � ,f,'. F -- IL E C IMF2.FOR " Of: 10n10*-, 11UYREIIMEMBERS m/2/2Lao 1t NEW WOOD FRAME CONSTRUCTION: WOOD '4"I TI y�X. Hica- cowry., �o S TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL Z+ Iba-' .=gym � S1U(TAL '+N•:•• �:",. ;a3ateeD->sr6 rr.e ,�.)mR , 20-175 UII4MNL tie �yA�+ t„i,Nlae, _A'. �rNIS JP[/.A t COe6Tt9 NA- A - �, •C adi8" w rf- !MEET 1P Di' ,E ALL AMERICAN SHUTTERS AND GLASS 4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)/ WIDTH UNLIMITED (PERP, TO PANELSPAN) TOP MOUNT(CONN TYP, TYPE AS REQ'D) SETIONS -}-- SOLT$OPITICINALWITH A"-lA STITCH BOLTS WITH A'AS STITCH wINC•NUTS FASTENED (OVERLAPS 0 M1D5PAN (USE APPROPRIATE SPAN TABLE) B2�; «� iI' FLAN VIEW a�� M Z a Iypl A�,3__, " > BDTTCNA MOl1Nr \ ((CCNN TYPE AS \I REQ'D) Z 11 MAYBERT B BOTTOM /'i 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N T S ELEVATION TOP MOUNT LIT. fC -. R TYPE Av P.EQ'D) (SPAN ABOVE y--ry- TRUCTI(iN ) PE IfiTO x§�w= E ,Q J o BS-tRUCTiON (LOCATION MAY VARY) ��4� n BOTTOM MOUNT f OONN Lrne% TYPE AS TIMID) (SPAN BELOW OBSTRUCTION) ['ANIFILSMAY11111011:11D A5 REQUIRED, OPTIONAL Xr''-20 STITCH PROVIDED THAT CONNECTLOP6 AND BOLTS WITH WASHERED ANCHORS ARE USED tNE SARSFT WINGNUTS FASTENED LT SPANS A[3OVE8 BELd.': OB6TRiK:T10N, OVERLAPS RMIDSPAN lUSE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS _ _ - P M NiM M Sir]P.A4 4Ntt I 1 - SL+'IRA itt H M . 5' N IA 1 t. , r FL,&ES.fNTA FAt-1, ETI i ,VI . WING 3N S. i i MAXIMUM U 4 n lit fi N ALLOWABLE LL A I Ik NSIALI IL 4tfS5 r i 1) L"R i N5 AiIA -NS I TA ER PR R` 15S Ur IP FI , I SPAN a.. I T, A 3U' ABO E CIRFDE N V IHAN L gUJF G'ftA'r 1 LE ' 35 12 .." - I,ON.n Ib Ur !4U lil) FINr In . Ib n_ •/ 4S _ 1301. 1 ( N.GS In -- - - 7 16 n - ! 50 I VI n G6 rt 6 r r 161, -/'6 1166,n I 6N rn 151n Sri J - 93 n 609 in Tin -- / ll . - .i. 3h J K 7 r ._ _ -- I. 2 91J r, ! _ _..1 7 I),., G l a m ___ AIL n IGN LOAD B PANEL FASTENER SPACING TO ERMINE MAXIMUM ALLOWASAI STORM PANEL N SCHEDULE IS ACCEPTABLE FOR USE WITH ITIVE LOADS LE55 THAN OR EQUAL TO ATIYE DESIGN LOADS. "PANEL FASTENERS' ARE STUDS USED IN UUNCTION WITH ALL MOUNTING EXTRUSION' -TRACK, STUDDED ANGLE, ETC.) USE 6.25" PANEL FASTENER SPACING TABLE VALUES F( 'H AND "U' HEADERS (INCLUDING BUILD O IDIT N 10 S ) TION NOTES: . WITH POSITIVE DESIGN t LTI7N FROM TNF OPINING FRANK BENNARD4 IE P PED?•165MPCA 888C `° ' MAXIMUM ALLOWABLE N�` DESIGN PRESSURES 3 r" rk1A 1- 7n:i 3 - 4� pS NOTED IN DESIGN DESIGN NOTES: SCHEDULE$ 1.4 POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED - < '` FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENG INKING IIUN ACCOQRUOANGE TY'E C m E 4 LS NWTIcTH DDE ERMINED INDACCDRDAN(`E RNITNIkSCE 7 APB CHAPTER tut •2 16M OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN WBi LX, I CIEQUAL TO THE POSITIVE OR NEGATIVE DESIGN ? 9 I PSSURE CAPACITY' VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, m 1", GENERAL NOTES: 7 I6 SPECIFICATION HAS Si A E T N THIS BEEN DESIGNED AND LLB FABRICATED 1 "� i m g �. THE ID ACCORDANCE WITHTHERHju1REMENTS OFTIIE ftORtDABU1LD1I3G CODE NI NT SEVE H EDITION 202a FOR 15E tN510E MD OtJT51GE OF THE MUM2. PER ti OW a TA5201. 26Z AND 2031C'ST PAOTOCOLS. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY '4 CA APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY ARGInfre ADDITIONAL SITE -SPECIFIC SEALED ENGINEERING. 2. NO 13-1/3% INCREASE IN ALLOWABLE c,TRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM, 3. THE ARCHITECTIENGINEER OF RECORD FOR THE PROJECT SUPER57RUCTURE WITH WHICH THIS DeSTGN 15 USED SHALL Be RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURF T THIS DESIGNWHICHggglll II SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR, 4. 51101ATe'SITNSPECIFIC' SEALED. ENCIN11RIM05 SHALL B[ REEppU,RED I" a ORDERTO ONIATl FROM LOADS DEPLECTIONS, ASPANSCOfITAWED HEREIN. CONTACT THI5 ENGiNEEIL FOR ALTERNATE BPAlI CALCULATIONS AS C W1 :rl MAY BE R1'qutarD. Gi LL 5 THE STST[M DETAILED HMMN IS GEMERM AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC STM FOR BITE CONDITIONS DIFFERENT FROM W W N N - p THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEEROR REGISTERED AKPillKr SHALLPREPARE SSTE SPECIF]C -.9NT5 FOR USE IN CDNIDNCTIOI, i'fITH THIS PCCUMEN7 6. DESIGN PRFS5UR ES NOTED HEREIN ARE BASED ON MAXIMUM TESTED $$ g 5 PRE9SURE5 DIVIDED BY A 1.5 SAFETY FACTCA, 7 AYLLI9pASTENER<TOME I OR GREATER SAE GRADES UNLESS NOTED _ N U,a I AX COPROSION-RESSWANT MATAERIAL AND SHALLOMPLYTED OWrTM 5E CIFICATIONS Z.III��� Yyg FOR ALUMINUM STRUCTURES'SECTION 3.3 BY THE ALUMINUM ASSOCIATION, a INC,, a ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES " U 9 A STORMPAMELSSMALLBE2 S tL. 0.D LL 4GA R = 249., 050 AN NI All TORN H A 4 M TR O ALIT, ITN M] M- F �"' t - P e Bn mN sTM 6 z ucTURAL u10 4 O A A w A Nl N Y AS .W�]D C' i EXTFlU5I0NS5HALL8Eb063"T6ALUMINUM IaAOY, LLA MIN M EAT U ON% ALLOTED OUM UNLESS NOTED OTHERWISE. Q AS FI[L0 CO M N DICTATE, PANELS M Y BE MOUNTED VERTICALLY CONDITIONSDICTATE. PANELS MAYBE MOUNT®YER'RCALLY OR J HOft130NTALLY AS APPLICABLE. CONCRETEMNCRETE NOTED HEREINSL-COUC EMEANCH TO -J Q NO MAN -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE AN C!(OA6 PER IODATION . M E 3 AN UFHE M CONRTSRECKIS ME THE FROM DCIORIB RESPONSIBLE O INSULATE E PROTECTALL MEMBERS FROM MATERIALS TO PREVENT g $ 110 0. OE. IL,, ENGINEER SEAL AFFIRED HERETO VALIDATES 9TRTOIL'LOESIGti AS EAL AFFIXED STRUCTURAL SHOWN ONLY, USE OF THIS SPECIFICATION IiY (p NTRACTOR et. 41. I 6 INDEMNITIES iSAYeS HARMLESS THIS CN NEER FOR AL CObt. DA 4A INCLUDING LEGAL FEES a APPELLATE FEESRESULTINGFROM MATERIAL rY5 ICATION, SYSTEM ERECTION, Jl CONSTRUCTION PRACTICES BEYOND THAT LouSit LYHICH IS CALLED FOR BY LOCAL STATE A MORAL CODn E: FROM OmATIOHIS OF THIS PLAN. E6i 6 i ]S. EXCEPTAS EXPRESSLY PROVIDED HEREIN NO DD ONAL Tr7 UPTIFICATIONS OR AFFIRMATIONS ARE t NTENDED.A Is. ATERATIDNS•ADOTTICH-ROTM0NMARK114 TOTHISDO£UMEIrT i C® .ARE NOF PERMITTED AHD MAUOATE THIS MITYrRICATION. 77. PANELS SHALL BE PERMANENTLY UIBELEDWITH AMINLMUM OF(1)LABEL ■■�WM� N g W PEP .VERY 3-0 FEET CONTAINING THE FOLLOW MGIN FORMATION: ALLAN EPICAN SHUTTERS. ARID GLASS N HE lit WEST PALM BEACH, M. TAS 261. TAS 202 a TAS 203 0 3RUNAIDOS 20-31543 FLORIDA P"Doccr APPROVAL NUMBER / VISIT ECALC.IO/31543 ■ $rO MRI FL: OC/LTCa �`a C�"' ­1 11 „-w f� Maial; NiaiINHFXPI®Be CD3YPDPE ■ P*MIAVRIONALPLANAP®OR1a4 PE } C(JII vA4F1" g "A.- , , I+EAIa v3.9 T MINIMUM ALLOWABLE SPAN SCHEDULE /A TOP MOUNT 8 3 +"? °g H L K u $< �2 5 b 6' Va3 y 'H" H.Aaa, 0' O" D' Z3' 2e 2 22" -e IT .4' ZT 26, SlAdo1.l'U- AR9a., O" 0" P 23" 24" 25" 22' 74' G' 2r 2r 2B' F Z 2FS L'U H rk 0" 0' O' 23 2d" 2 5" FT '4' D >4^ zr 2e- � d5L 8W0 ' T 3` 21' fi 30" 3 1' 11" 3D' 3' 3C' I," 33' a kNR tA11 W FT,IJt Y,T 2 4 24" 30' 48' SIY PI' AC' 4' 48' YS' S:F C T rRG a(w4+1 ai-I 2S' 2r 25 22 25 ..i2"- t _ I,' 50" 2a' 51 aG' 3O" i1" 50' 2sr A' 2 5OsAra' ,_- F .Mount 2 4^ 4 'A" 30" 4W sF'U" Hnb r G' N 6'O'� meAn 4n Pe i, cX 24 T4' 2A' 30' 48" S0 29` d8' _T' 3" H IRA Sr Mawil 21" 23' ? 3" I I ?Xr 3 i f 1 3d 2T' J" 26 26 2d' 33" S3'SS31 S7 ?6' 6" O N 1. T WNLL N 0 -=Ir 'k U x a59L O v O 2 �W It_ : S 2 L 6 2 DN 12yt Cd O W aw a - J' E E 9A n '. _ N W E, IF-'! -:X NGi£ IN I.FIL Ex' - ti t A D-IL-1 ,A £'. E-11 5 ^I15P. N Pi Ust I Nr M AE9i . ! t M I. N £ '. I' E ES M P ., -tin .,T ♦ v5rnvC nrNE.,. a Dw . DAv_I EN O .,rn+ DFP 111. ,. „"r., .N. , , T r, - .11.1 N -1-1E _ . P wi x,_ Q $ e7y- ONAL INTERIOR FASTENING DETAIL `f N.T 5. V) �a h, m ti z �_�^ �* tnS4N r AOJM M LU 9 PMr11 1111 K ur - WA. .v PN J t,A-T J Q E " a . G I.1iI�, yI q 5- "'-"t'6---„ }Bq 14 V G -I . 2 7. .NI K A.tAr1"111� ,Av1 r N g1:66NIf a �iEo��g- 11 T` I 11 :N nr44s Iyf�7 I al11, rtL01• SS g ' i I1-kV it ��­­­-!!Q 4DAWaa•FR3N[/F1aNiDR .v i..1.-. =n 1--­­_ ..ol. ry, a 11. 20-31543 OPTIONAL EGRESS PANEL DETAIL 5 �� INTERIOR FASTENING, A `R FaniNMDD, it f PE•-= f G t.� .1, f 0 09". 2 99f1" 2 ISO" r2,250"� -rO O60" {/T au> uu , •'. II" 2 2so:: o,7so" a1 z M LaxU.I. _ - D,094' + 0:694" ,125" 01�94f, 2- 0i rD.625 •y:o Ta-'{'. r'nl :,,7 0.125' 18 GA. -o` r _Y. eJM $U.094"-0.3 D.O44" 1.QG2q" �- 4T.120" ,D94" TYP. TYP -- T �~ i ry 0.062" -1 �� 5 s 1930" 1.930" 0.062" D..06, 375" .D62" �!. ,0. L25" "� �rrf O 10" L 35 2.Q04 -1 �2 Q20" '2SO" -1 2.ODG" TYP Dy U §" AIL 1 TJ-PFN CL05URF qyE .12L• I.ISO., A',1'H° HEMER 3" If PEAR ,C,*I ELU D-OUT "U" HEADER (y�- j� I-> V� J N � 1.SLJY-1/.- 510' 3.3�6SAY 0,376" 0043 R ~i 'lI -y 31g7{" ,I�IF'r g -I I- 6.1 Z I Z.,.,, PANEL COVERAGE -I �L- 0.179•-g "�55" D.19f�.-•IIrD,5�5" D.f,0" d� '655" 035D" 1.007" B� E 24,875"PANEL LENGTH [. ,n # � t;b rU.S45 0 .15D' 0.- O.OSV' I 8110 Q 24,E IFTT I ���lrLr�A I� "���� " MZLI t DO ° = MAE4E ON O.DB5" '0.250":: 90 L. T- 3 09O' T- �07t0 D5^ 1. -'�' rvP.--ll'•- �'"I 2.DDD;�0.096�Iv,.r,rl. D.215 I G•i1s Ro 13s- to J0JI LD-COT'r IRAN ��yF` Rh PT,9Y1P. T P: 0,09D:, H EEi wNOM/r al. V 3 lT- B- R �}Sr-79-AG [L ,(�-(� t K�EYNOOLE�I;A�R + D 376" F FD.! 5E, Q N' - - 1 0. 190" I -. r m,.o 1 !,' z , EG d � -�. AN Ivy I--S.O00"-0.1122F �_ ae see LU 9OI BI F--ar,`L3 1RACK IEJt1ENOEat t :7 L i ..0 "F' ANGLE - 1A00" I'"YJIO`•CI YI5„.. =8p OVERLAP91 S r 4" MAX, �, CORNER CLOSURE DETAIL L -^ '25" MAY. ;�3jr I 7 G.1ei ]" nave `(� �.IF MAY. 9 t 0 MAX :C. FMRn_ - - ,MTFT' .r:.., f.'rYFF°M^. . of i7 xa �;rn ell. tL O B 1ILD-OUT mr u +•..... a"Fz t< O AN �,F=•. r4 J 11.D IST CE ._.CIA NIR \ P IJ IA t IT/21 M I I Jr.Y 11 xi „ -1',i - IIGDO" J a ..1i_ -I-. .6 ,.', I I,.. EMBED v;J. - x l�zP - > PN I.D00" .A. _1 re .F _ ,11--a. air ^S 3r OVERLAP of ln..,.c, 3.920. 2.a_5 .;=- _1.r=r �,£4r r, MAX +KHn -. ` AJ / 7 rein l)ti q $21 J .25"MAk Nis �1,SDD" 68FiC _! N .. r1 M[ - J/ a . 1 .a. -.ill Isioll 9 R ]n ere 4'• MAX. MIN �, ' @ I ''L' nCORNER ClA51A1E DEfPII .Sv I.-WYA, •-=, ! A a - u' EMBED 1 aG 1. /\ IMP NWNT CLOSURE DETALL ) .. RI.^i..,r e g g �J NTS aT I 'Su_I3, ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENERS W L2.5' D.0 ® � 8�® �111MRRI1111FIIIII11MM�` ®EM1M�■Il�t�- IMMMKIROMMMMEMN ��® 011111 ®�® EBmwim®E&�®�IESS ��1Si®EiT£�Y�E"� ' ����Eammnmwlmmmlllllmliilllll�MI�` ®IM®� °® Im ®E'lB�AA' '/�° ®�®®® 'on ' '®` ' �®®' ®{Xii®�® aa.aI��3D�� ®�®®mm®®®t�-3 m �i--,§ �� �./i//i/%F�i�/i/��/iF/�/%yi//! i /' r �R31N% �, i,� j F ., ! sl il/1 m� rr it //� ii MW//f is/jai% iiiiir / ,/r,' /M'M ®[rill%/ / /, ® ,Jamm��W / / ®9MV11 i F 'K'� , N®®' ®' �tE�9�t3}5��M�- 9 pi:2�,Im N®NONE ®MEMMMMM ® ®��B�i'1� .... - Il�E>I�fa�Et�=�� EM E®KMMNMIM®�E mm �E�E NOMM®®�E1�EM I --.e A.7:iJT+Td3 :� MAN arsiOp ANCHOR PRCa9URE T1P6 PSI AM nR "b i �coNN M Fro ill w4 'INN NIP ICI "I'll, T"t a CZ C3 CA COMN 741'tl CI CZ C3 CA CONN TYP! CS C2 � C+ 1 :," K r e,BED i 13 I A,. M['K,w 41 AB b2 2 12 S 16.0 1 b0 30 9' 1 2 5' 16 O' L 7 60 5 f2.S 15.0" 1b 67' D' 12.5 160 16D B.S" 12.5 1!i. LSD 6 " 1 1 25 6.0" 34 E fi.D" 1 I S MO lb 0 7 5" 1 2S 1 0" 6 Ld 7 124 SO' 11.5' i2.5 IS.O 16.0 1L.0 14 6. 9' BD 12.5 12.5 150" 160' EA' 14 T 6.0' 14.7 8.0 12,5 ]25 I -' I. `l in0" ]+T 6. D 16 •]4 T" 6.0" D L o FHA ill]"C41DCT' 33 4NGDSCREW 41 48 52 .'2 4". -1H"[MOLD ]! i 33 TAP CLU!"CFAS' 41 y 40 T �a1�I1.b 52 T2 L2.5 15.0 160 101" 125' 1 0' t 1' 2,0' 2 ] 25 D 0e' b ' t6 I 2 12.5 16.0141 ES" 1 2S 16fl' 9. 7 56' 129 160 9.7' S£' t.b ti.5 L45 125' MCI 120 160' SL.I 16,0 9.6 1a.0 1610" 7.0" 6.4" 5.6" 1251 125 1Z,5 125 160' 60' 160' 160 S6' 56" 9.8' 3.6' 9.6" 56' L7.5" 9 2' 12 5 125 S f2 12.5 0" Ib 9.4• 56' 140 9. B' S.B' 16.0. 9.b" 5.6" 160 162" 12 5 15.0" 13. 3" 12 5' 16.0 12:5 ]6 0' 9.2" 12 S 36.0' 11.4" 12 5' 160' 9.1' 32.5' 16.0° 9.1' 12 S' 12S" ISO' 10: 5' 16 O' 9.Y' 12. s' 12S' 160' 16,01, 941" 9.L' 12.5' r25' t610' 9.1" 360" fl1" . 38 1 M EMBED 1 51 33 All f!INIHM1Rs- 43 lYPon eUSMlric 48 q,NqNi 52 72 125" Sfi.O' E6' 7:3 12 S' 15.5' 6.0 51' 12,5 33.8" 5.3• lS" L2.5' 16.e 70' 3.9" 125' 12.5" 48' 6.25' 12.4" 40 4,1" 12.5" 15.459' 5.0" 6.25' ILL, d.7 4.0" 6.25" 12.3" 4.7' IX" 1C.3" 14.2 S.5 4.7" 6 2 S 12 3" + ^ 4.7' b 6.25' ]2 3' ' A 0" 4.T a35 12.3 d T 4.0 1 ANCHOR NOTES: I ANCHOR LE A PL PR F J SCHEDU P fE5 TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PR01IOE5 MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS D F T LE AN REBSURES INDICATED Z SPAN ERANULESHALLAPPLY. 2 ENTER ANCHOR SCHEDULE BASED DN PANEL FASTENER SPACING, THEE%ISTI'NG STRUCTURE MATERIA a ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN ORE ALTO N AT N L, EG IVE DESIG LOAD ON SNLITTER AND SELECT SPAN GREATER THAN O0. EQUAL TO SHUTfE0.5PAN.SELECI CONNE_MOM NPE BASED ON APPROPNATE MOUNTING CONDTIION (BEE M3UNTING DETAILS ON SHEET 2 FOR mEMIFtCATiON OF WNNECI ION TVPEr 3. "PANEL FASTENERS" ARE STUDS USED IN COWUNCTTON WITH ALL MOUNTING EXTRUSIONS ("F"-TRACK, STUDDED ANGLE, ETC) USE 5.25" O.0 PANEL FASTENER SPACING TABLE VALUES FOR ALL"H"- AND'U"-HEADERS (INCLUDING BUILDOUT CONORIONS) 4 ANCHORS SHALL BE INSTALLED IN ADCORDANCE WITH MANUFA=TUReRS'RECDMMENDATrDNS 5. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C9D BLOCK, 6. MINIMUM EMBEDMENT SHALL BE 4S NOTED 1N ANCHOR :.ii1EDULE. 7 MINIMUM EMBEDMENT AND EDGE OISTA NCE EXCW OE9 SILK ro, FOAM, BRICK, AND OTHEii WALL FINISHES WALL FINISHES SHALL BE LIMfTEDTD L/4" MAX OR SHALL BE VERIFIED BY OTHERS 70 ADEQUATELY TPAN5FER LOADS TO HOST ST RUCFURE. s CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY 9� WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXIST] NG CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE IN70ADEWATE WOOD FRAMING MEMBERS, NOT PLY WOOD. FASTENING TD PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10� WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" Y 4" (MIN.) WOOD STUD (f" EDGE DISTANCE IB ACCEPTABLE FOR WOOD FRAMING). WOAD STUD SHALL BE "SOUTHERN PIN "G-0.550RGREATER DENSITY, LAGSCREW SHALL WAVE PHILLIPS PAN HEAD OR HEX HEAD, 11. REMOVABLE ANCHORS ARE. DEWALT PANELM4TE, ALL -POINTS SOLID-51ET a BRASS BUSHING 12. MACHINE SCREWS SHALL HAVE 1/1- MINIMUM ENGAGEMENT OF THREADS INTD THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, tR WAFER HEAD (SIDEWALK BOLT) U.N.0 13MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES, III itai DESIGNATES ANCHOR 0DI DITION6 WHICH ARE NOT ACCEPTABLE USES. 15. * DIRECT MOUNTING CONDITIONS - L5 LINEAR INTERPOLATION 15 NOT PERMITTED FEW. USE WITH THE ANCHOR SIJHEDULES LISTED ON THIS SHEET LJ fP CD a) �- _ > O '" U = N N Q- = O O C .CM co U -0 N � � �^^ C = � 0 \V V/ C C 2 = � O LL.. O Cc ."n '^ v_/ -0 Al VJ j(E L � O C� ^ C- F- CID is C . ` V / 0! 4 Z Z W J Cat O CV L :. = JQ -6 C1 'a a' W G � C'D W Cs. C+ = iW TO V E�,,,')j rrs PHc fA to =1 H .per. iV .0 N A.W.. " IV -T y X cl- - e 4) O _ ir M 7 •y11M W W !. at c z Z. M =. JR uv? IAA (-2 ' L^ Cn.IiI,^,..`� a) Aa) [^W �F.1• �V >I O W 0- 0- a) C = -0 M O U ��/'� ■� V/ CU W UJ 2 Z Z Z Q J (l SHEET NO. SH 1.5. BOTTOM OUNT ICCJNN TY AS REQ'D) -O TOP MOUNT CONN TYPE AS REQ'D)