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HomeMy WebLinkAbout6777 Bar S Bar Trlrn r` L0 CV rD v CN N 0 0 J r— _N 0 I M z J LO N V7 Cr- v C V) 0 0 0 J AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh Bookshelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) CIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor DATE 08-20-15 ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Plt. Sh. Plant Shelf PLT HT or Plt. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PWorP.W. Pre -wire PWDR or Pwd. Powder Room RA or RIA or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.Q. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered TH IKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL orV.L. Versalam VTR orVTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS VERSION DESCRIPTION 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME—WAL REVISIONS 12-22-16 3.0 AlB1 ELEV. REVISIONS 01-04-18 02-21-18 4.0 2017 FBC UPDATES REV. 06.23.22 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS 08-23-19 5.2 ENG. REVIEW FOR 150—C MPH 12-19-20 6.0 FBC 2020 CODE UPDATE 11-29-21 7.0 ADDED ELEV KLM PER C.M. 2575 Al B 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7.1 FLOOR/ROOF FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS D2 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. aw N C= w m r-o C M Cz' N o CO a+ C LA- LY LU cv r— 2�w� > C' � := cc H-- U, a)W �_C=1 C:) _ E p- U L dq6 E-p 55 { 6}pf 0 •, yOFFS3S1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W AN a o3 `^ t�% r 0 N 0 co '� .5 co U) I�1w�U.1a C. Z r a. Y r6 C (n Y C? o W W 0 0) W rn Co Lu d N coZ H ,n O U U O Z LU M z N o � o � N ij — U) c/1 z M- o w r O to �N ,U o m c6 �- 0 � Q 8 Ie c C —® ¢ N 0 o C-0 w M G 2 Z Q =o oo Z ¢o �0 jo ❑ Q p Co ¢z o wz tt L CA a ¢ w mo J 8 ¢" Zz Z " W 3 O g� LL g a Z = m �z 3 q J o w� >° x ch `t zla a ° 3 .2 O J LO LO ai Q 0 � H r J 0 N _ co C) Y ,— (n o H N CID Sri Q O co U) 0') co C� m CD LO r CN Q tN r a) m ' r CO r o Z Z E N d 0 Z Q 0 J JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. CS. 1 LO in CV LO LO rr r Co 19 0 J N C) 0 I N x J LO LO LO rs 0 0 0 J N cc 0 I N M N L0 0 0 Lo Lo c� a 3 Q N 0 a E E CL c 0 0 U -0 rli r7 to v 0 0 a N N S 0 0 z W Q m v' c TYP @ 2 STORY J S6 H.B.t 43'-0" 2-24 #2 SYP g BEAM w/ (4)12d NAILS EA. PLY (3) 2X4 #2 SPF W/ (3)16d TOENAILS @ BASE I I I I I I I I I UG I AC PAD AC PAD r I I I I I I UP S3 Ile 16R I I I 11 21 3IliJii1 0 51 71 9 00 FLOOR G.T. 10 I I I CO 42" SLOPING 10 P 11 c? FAMILY ROOM HALF WALL 12 (3)2X4#2SPF -- -- - _. M I I 00 N r 8'-8" FLAT CLG. Io CARPET ;� W/ (3)16d TOENAILS@ P` -- - VVIDR. ] to Im FLEX 10 BASE 8- F _ GG T E o 8 -8 FLAT CLG. C7 I� O 19 S3 _00, 9 FLOOR G. CARPET XI I li M 00 fa PLUMBING LINE _J I O w -'- TO SECOND Iz IJ c> X6 WALL 5-SH oo FLOOR 1 I - -r 2" DEEP ---------__ - - - - - - - - - - - -�---- J? 2068 B.F. HD - I TSr N T 16'-43„ a I 3'-8" 3'-8" 3'-6" I � 6'-0" 4 ,_2„ i� I J (3) 2X4 #2 SPF W/ S6 (~� � I FOYER 1 - o TYP @ 2 STORY (3)16d TOENAILS @ zl `O 8'-8" FLAT CLG. 3068 BASE 01 J 0 OI J JSV TILE (7 J J_ U_ (3) 2X4 #2 SPF W/ W. 19 (3) 2X4 #2 SPF W/ CC (3)16d TOENAILS c l N (3)16d TOENAILS S3 @ BASE N 1' f O% @BASE -----D -- - - - o o C7 2' 6" BUILDER TO PROVIDE I I I I S3 I OU)I DINING ROOM APPLIANCE PROTECTION WHEN REQUIRED PER FBC ENTRY I I I " FLAT CLG. PAT I O� 8 8 -8 FLATCLG. CARPET 2 CAR GARAGE I I I I I I 8'-8" FLAT CLG. AFF 1 I I I I I 4'-0" 6_2" 6-6" 4'-10" 20'-6" I I I o I I I O n n° me EDGE OF SLAB 2" r I I I Q b L - - - - - 676 3 ICI _-- 3--------J -- - BEYOND WALL I I I = o cc � - I_ O I I IC) A - -- - 3 - I I I E N Mb� KITCHEN N 8'-8' FLAT CLG. H1 I I I I I - I I 2 868 4,-8" I w 12'-8" I .. --- REF.668 rI 2x6 WALL I24 S4 I I I 24 - OPT. VERIFYLOCATION L _ - _ - - - - _ _' rLt4. ELECTRICAL PANEL iv J S6 TYP @ 2 STORY VERIFY METER LOCATION WITH BUILDER H.B. +. T-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow 0/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38 187'X374 S.H. 14 20X50 18'X50 S.H. 15 20X63 184X62" S.H, 16 20X72 184X714 S.H. 1H2 271/4X26 26X25Z S.H. 11-13 271/4X388 26x371 S.H. 1 H4 27 J X 50 s 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37JX26 362X251/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 7 X 62 1/2 S.H. 26 37 a X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 � S.H. 33 54 X 38 J 52 7'X 371 S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 2' X 621 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Al SCALE: f4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills 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" 0 +29.7 / -32.2 ® +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET OM14OMPH 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" FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) AWS CIA LN fL_ W fl- Cf) o U N cc <%='oa cc o .- 'y N d ® c6 Q Y sEV a� • d O� .Q m io a, ae D c Co o 0 r •aZ�• iJ e'C h ��l \Li V' f < r. �T •. CAN +m.. ,i 4 °2d � 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. gas "� "gom W h N AN AM 0 N o NO E �,♦+ V 0 N 6 a� 10 00 N N rnr�� (N CD ej M 7 ik L� u- a d Y W w 0 oY d, og-� 3: W Z U 1'. m U) N coZ Q Z N Q tr O O U cap Z N O o W N z o � Q M v�o 4-1 w Og V) w o �V) �a = E v o Q 0 a N I� o w M J O � 5 Q ri :z 0 E U zo wzo >m Z z oa m 00 a = o a= Q �z t 3 XJ � ra ¢ 0 Q O m 0 o° zF J U � ¢" �z W c� o< WLL a0 z d M � zIa ° 3 N p J LO Q 0 O CV lCN co C:) Y U)NO L 4-1mco Q O U) o I co M LO N N Q r n Ln C Y C.0 T_ o m T Z Z E O E a c 0- U Q J JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. 1.1 I Th T- -llr ---r- -■ -- - - - ----... - -- - J ;. It dl'. s ;,. „1. It,: I,I A ;ern�,,�As ,,weAll.,oa, ..,r��rT- - r - -r - , REFER TO SHEET (ST) FOR MORE INFORMATION 3 _ Ci J LO N L0 L0 O r N O ¢ 0 CO 01 r- cV CO 0 i J Q r\ N (n L0 v CI C, N 0 O cV (n 0 I N LO rn Cn C, Q 0 i rr> 0 v a E O L G J d _o U J 0 LZ N 0 CN 0 a N LO 0 W Cl m v (n ao 16 15 2x6 BEAM 14 SLOPED CEILING F- TO MAINTAIN T-5" 13 HEADER HEIGHT 12 I U 2x8 #2 SYP JOISTS @ LANDING f Z 11 @ 16" O.C. w/ SIMPSC N A35 CLIP OR LUS26 HANC ER TO 10 LEDGER U I 2x12 HDR. w/ (3) 2x S DS AT w g 4" PLYWOOD @ EA. END FOR BEARING i = LANDING L, 8 STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 TO HDR. 7CLIP P.) V2x8 �N3 LEDGER #2 SYP w/T. (3) 16d NAILS TO STUDDRAIL @ 16" O.C.in \ � I THRUST BLOCK SECURED TO REFER TO SHEET (ST) FOR SLAB w/ 1/4"X3 1/2" TAPCONS MORE INFORMATION @ 16" O.C. 2 \ STAIR CALCULATIONS: TOTAL RISE = 10'-6 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 314 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Understair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and anv soffits protected on the enclosed side with 1/2-inch avpsum board. SIN rIN CONT. HANDRAIL RETURN TO ADETAIL. SCALE: NTS SEE PLAN FOR LANDING DEPTH " PLY SHEATHING OVER ATTACHED PER MIN. (3) 2x STUDS REQ'D 77LANDING GENERAL FLOOR @ END OF LANDING CONSTRUCTION NOTES BELOW HDR. BEAM. = 2x8 #2 SYP JOISTS @ LANDING 9 @ 16"O.C. w/ SIMPSON A35/USP STANDARD 3 2x12 () MP34 OR LUS26 HANGER ON STRINGERS w/ z EA. SIDE SIMPSON A35/USP MP34 CLIP TO Z MASONRY OR WOOD WALL, FLOOR SYSTEM OR SEE PLAN LANDING FRAMING 2x8 #2 SYP (P.T. IF MASONRY Z WALL) CONTINUOUS LEDGER REQ'D @END OF a w/ (3) 16d NAILS @ 16" O.C. MAX. LANDING FOR N TO EA. STUD. ((2) 1/4"X3 1/2" STRINGERS TO TITENS @ 16" O.C. MAX. FOR CONNECT TO MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 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 OH7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25i S.H. 13 20 X 38 J 1871 X 3711 S.H. 14 20 X 50 J 18 7 X 50 S.H. 15 20 X 63 18' X 624 S.H. 16 20X72 18JX71J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 11-13 271/4X38a 26x37 S.H. 1 H4 27 J X 50 a 26 x 50 S. H. 1 H5 27 J X 63 26 X 62 112 S.H. 1 H6 27 J X 72 26 X 71 112 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 "21 X 50 S.H. 25 37 J X 63 36 7 X 62 1/2 S.H. 26 37 4 X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 J S. H. 33 54X38J 521X371 S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 1 X 621 S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 140C REV 10.1.20 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** SECOND FLOOR PLAN - ELEV­A1 SCALE: %4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND �11111111111111111 MASONRY @ 88 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" FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL 2584 GARAGE FRONT ENTRY TOTAL AREA 427 35 3046 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 p C21 .o CV 9 W w v CL o c mc�C14 . (a o Cn a C-4 -C W ® J v os a. ;c c o 0 a ca w Q _i3 N E � o '``,,..;i' -9 L O xx 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. ' 0011 W aMP �� Q 7 E N 0 O N U N w.�;; � ' ImoI,, V C N O # � t() J aD N u ' :j H fAI­-Tw LU d !m Q coV IL Lu C J CL YCD a tiz ti C9 u- Z J a 5 O O Z_ L T V O O '13 r L (0 Co W N o :6 J m o 2 o rn ?5: W Z IL � _ Z co (i O w N Z <( U 2 c'7 1 �' N O U 000 0Mr"<< W CDM z N h O � z �< < ¢ o 7i, N z vCD_o w Um 0^ �,., o q•a Ln U U o N U Q e ®® o M M J y ¢ 0 w Z Z Q � (�E zo �o<N zo Z© oa r-- (6 20 00 o E 0 �� o oa co t 0 o �z H U> C -O a r C) m 0, m - aw a 02 �2 go W (� T 3 m oLL Q aZ N F F H a� _� o Jw Q¢ ao M v ola r � 3 .� Ip J > tLO LO m /\ ca 0 � F- r- :3 NO N CT _ co r �/^, V / O i-(/V� `�' m m CO L1 a o U (d 04 .� m Lf.) LO n N CN CV Q r � T .L E T Cfl M � o Z @ Z CU E 0- U J Q J JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. 1.2 C" 3 u7 L0 cV i v N O N 0 J r- 04 LO CO 0 I N J Q rt i L0 L v V) 0 0 0 J N cD O 1 M N O LD 0 L0 L0 >U 7 Q 0 Q C1 O4 a E O v c a U J W r7 C1 O4 0 0 a N 0 LO 0 0 z W _ Q m 0 KITCHEN ISLAND PAN-FRY T/x HOOD LU /J- L_ O 480 OPT. REF. RANGE LLLA KITCHEN 0 W MIRROR n O co 0 0 0 0 0 - OWNERS BATH 0 GD O r 5 M MIRROR TUB/SHOWER FINISH PER FLOOR PLAN - BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD Q SINGLE U) TOWEL TOWEL BAR TOWEL BAR IN a ROD w ON WALL ABOVE TUB OR SHWR. oc TOILET TOWEL BAR n IL 7ON BATHROOM WALL MEDICINE o _ SHWR. o 0 00 VALVES w o CABINET TOILET SOAP00 PAPER o DISH U 60 i HOLDER `t 02 0 Z o �t cfl O> CV p coO M _ 1 _ co-1 MM N [TUBj FIN. FLR. BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY In KITCHEN 0 CV O M 50 INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12"FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36' H BASE O FINISHED CABINETS - o COUNTER TOP 30" H BASE 0 00 7 1 a t° 0 2x T L 00 FRAMING 1 /2" GYP co BOARD — T FIN. FLR. SHELVING 2x P.T. 1'-2" CABINETS - o co Ni I N I II II N I�11\!■1��Ifall 0 00 O 00 ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"= V-0" BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=V-0" c.a ca � �LW C%A y w ® c o � N � =E r a E m oA'oe F 1, 4 5 b�bil���i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q ... W O E n VIP mom q 7- N N 00 - n V fA � ! U) �° C, N Q M v u- N J LL C u_ W � tL i� a 9, � Oz —r w — 0 d Y c n r mo o CV W U)�m w Z M Z H Z J N O U W ❑ ❑ V M ! N O O O 7` QQN O Q a ,o M `o Q 0 �C� w O V) L o CL, N� w. �V) zD (1� t- in c •_.> L1J J _ — E m 8 1 v U o N o, ct� U ®® N 0 O M J J 0O> , w Z z a LL z o Z o E U wz co_ 0 U UO 0 U 0. O C O C E'. �Q w� o wz U-ra -? C <omo 0U 0� m �, �o aw zzs ¢w <o U !!D W cc <o �w J = o v oIa= < 0 3 .2 p J >~ m ca :3 CN N _ r (� o N c LO QI O U) o cB N m 0) N N Q r LO r' C� r o m r ,; LO z z E m E a c0 � Q o JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. 2 -1-r-, .I-17 Uri IT J, u7 n L0 N LO L0 L 0 Cn19 Q O 0 0 N O O I M _ J Q r- LO N L0 In i v V) yam-+ 0 O 0 J N cal O 1 r� N O L. WO C Ci Q a 3 Q C1 O4 / O d 9 N E 0 v C J 0 01 J CD tZ N O tL) Cn a O d N N 1\ ti 0 0 Z W m N SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ---, 1'-011 EXTERIOR PLASTER ON FRAME — CEMENTITIOUS FINISH ON CMU (TYP) 16070 OVERHEAD DOOR � T.O.P. _ _ HDR HGT. _______ 2nd FIN. T.O.M. HDR HGT. FIN FLR 12 5� FRONT ELEVATION - Al 1-011 FIBERGLASS SHINGLE 1 A 1 ['. T A I 1 r M A r'1 r 1"1 EO tip 12 �5 _ 0 _ F4 F1 T.O.P. r I i tnir:Go HDR HGT. 11,-0" 1 T,a 1"x12" N I SMOOTH i� °O TEXTURED TRIM /BAND FIN FLR F� F2 F1 F1 flot E `13 C-� G 0 �e z ZO LO i Vto ) CU ECL LO 5 Uco )Fn RIGHT ELEVATION - Al bo � DECORATIVE SHUTTER REV. 09.24.21 0 j W ®— c 14mx N N 7G 'Q = o � Q ia. ,n E vy�• To the best of the Engineer's knowledge, information and belief, the structural plans and speci , 6 LO r\ L0 fV LO LO cn 19 Q O 0 0 n _N CD O I J Q LO fV L0 0 0 0 O J N 0 I N N O L0 19 ICE i 0 C rn .i9 CT C Q N 0 i a. N E O J 0 U J a� LZ N N Ln Cl- 0 M N N Lf LO ti 0 0 7Z z W Q m FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 5� 12 �5 — — - T.O.P. HDR HGT. ---------------------------------------- ------------------- „1-0----- CJ CJ CJ ------------------------------------------------------------------------- --- 2nd FIN. 61-0" FLASHING 14'-0" FLR. T.O.M. CJ / WEEP — — CJ / WEEP -- --------------- HDR HC TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP ) FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS 35-SH —ME FIN FLR 12 5� 5068 SGD REAR ELEVATION - Al 12 �5 SCALE: 1/4"=1'-0" T RIDGE VENT 00 EXTERIOR PLASTER ON FRAME 25 SH 2nd FIN. CJ CJ FLR. T.O.M. CJ / WEEPr<5 HDR HG L 2'-0" TEXTURED aCEMENTITI I FINISH ON C.M.U. (TYP.) --------------------------------------L-------------FIN FLR LEFT ELEVATION - Al SCALE: 1 /4"=1'-0" v F, r 00 REV. 09.24.21 mar a -o �W ®�O a d.a �' d- f0 O w y O <G <t � N Y - a - d ' Vi w 9 C O d � 7 7 4 0--0 y E SO Q Lj v i 1w1 191wtv •�� \ Chw U r9 C \l �r FLO 0fiESS\0� b ��el f 1111 i 411°e`�e To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 9e h Q of O N o 0 CO 1"04 �n00N f 4Alllillilililil& U) I,- c a J co ­5 N -i LL 3 W W W d W m C� O J N ¢ Q� O ¢ U O UEl F-1 z N Crl � O z co z o <c U)v) v z U 9 a LL 4.1 C!J W Uf0 O V) w oo 'U" U c W J E i z� = y ICd N o O> ti O C9 M J J , O, W z C � lL tZ Q E Ci Z o O z Z Z o ZO 0L F— rp o 00 z L O O L � ¢ o U 0 Q Cn ro ¢o -'0 m J U om Z aw ¢ ° z 8 m o ¢ ¢ a o O a z a o M w< >� d f v oIQ 0 LIDd) LID lB /1 L T :3 04 N _ CIO Q 4-d CIO Q *-j O m U l.f') o N O 0) NQ N T n U') a) co ', r Cfl r N U-) o z z m E E c a U Q p -1 JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. 3.2 _m VARIES 1'-10" 12' CAP CAP 2" *NOTE: N 1" RADIUS iv FOAM TO BE USED ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS �M <� iD c^w3 2" REQUIRED BY COMMUNITY ^� _ 4 1'-54" Mla 3/4" RADIUS - 00 SPECS. IF NOT, ����� �' I� N � Uj CO DETAIL TO BE OPENING VARIES 2" 2 d 1 1 o BUILT W/ STUCCO. 1/2" RADIUS 1' 1" 111 a`� 1" 4" VARIES 11-01, (n v C" EDGE OF Ala SIN y 0- OPENING VARIES N p 21„ VARIES a m v M 2 12' 1 VARIES 1,. �„ 1" > wa a = c � N -IN 1 1/2" RADIUS r 1 4 42 2" ' a 4" _ 2 1/2" RADIUS R � HIV _ - cnly � N Co cMl� � 0p VARIES 12' 32" 11" 32"' HIV 1„ 1,. 1" tot 1" 1" BASE BASE rIN 3" z z '11V '— 3�� 3�� 4 4 1, 8, 3 • CV TN _ 12„ O *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN - REQUIRED BY 1'-6" �* � COMMUNITY 1" SPECS. IF NOT, dN " V-4" 1" OPENING VARIES 2" 1 DETAIL TO BE BUILT W/ STUCCO. EDGE OF k.1 2a • OPENING 01 m 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these Q iV = drawings comply with the 2020 Florida Building Code - 11k4" 10" y1k N Residential 7th Edition. Engineer's signature and seat is only for I I M the structural engineering portions of the drawing pages bearing LO NI I I 10„ 6„ Engineer's signature and seal. LO Ln 24' N%un N L nPryan '0o E ,�.mx>l� iCr_ o N 8 ® 7 p O b� G o _ CO - 5�� N LL iL d C'7� i L O 4 6�i Yew:] W' 3 M N O Y 13 r 3n - W W "f, a W in c� 1 2" 4„ 3" N 2" 2n CV �IN W p rNhI > > QCl) rLLN o , allz to OUU '10���nW ❑ ❑ J LO Q 1-1/2" THICK -- 32' M Z N m N 21" o 0 rn 4 `c' o '17 1'-10 � J — cn r 52" 1, 5" 52' 4" N 54 1'-4" 3„ �rN^'' cIN LID iR i 0 o IITT!!ILL U — g 4" co I VARIES VARIES 0 ,,, g 2 W N 2 CV d � t z O W w J o > VARIES VARIES U co Y r" ®®® O 1 • _ — ¢ N Oli O 4" 8" o w O 2" �� M QE EM 3 9z c � 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 M ° cn r--------- �a r rn E o Q OPTIONAL OPTIONAL o w o Q Co 6 00 _ 1 '�i (V CV ~ o io ; R (D Q^ 1� 41,E 3" � E E a 77 ° z Y s" 2 4 d R441„ it 3 a> ¢ w w 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 3" �;, r`a z m o 0, zr IN 1 NOTE: ¢� • INSTALL OVER STONE, TYP. Z 3 z o • FIN. TO HAVE TRADITIONAL VARIES m �3 • FOAM/EPS MATERIAL IS c LOOK &SMOOTH FINISH ACCEPTED a y V z8 1 °° � E NOTE: _ • FIN. TO HAVE TRADITIONAL LOOK & Z_1" V-4" o o SMOOTH FINISH 14' 1' 6a' 1a' 12 -- J f2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12' 54LO > i T-8" I— �,� 4" T-0" 4" I I Q 1, 10" 1- 4„ 101,bT v CD `CGJ tQ CV O M N E Y . ca O 04 CID T (� o �— CV N 0 = "I m rn c6 Ln QI O W p � CIO o LO o u LOco m N -- N Q (� T LO No 'C \ 0 N 00 O d' N i iii Lii z Z c �Q a U J Q J 1" �'�o, 12, JOB NO: 23-06127 SCALE : AS NOTED N - SHEET NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 • ACRYLIC SAND FINISH 0 r.ii; u,.:.l 11 ul ,.u;:am utbdfrr ago l..0 jis W,t.uM.:c.c-,_gym-;.:.,. ;.. i � -r--� o+ J rn L0 cV rn rD v cnn 0 N 0 J cV co I N i J a L0 N L0 LO v Cn 0 J N CID r7 i L0 v 0 Y 3 H PM 0 a E E 0 i 0 J d 0 �o 0 LZ N 0 LO v a 0 M Cl- ZZ LO ai v a W 0 m (n 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 PANEL CENTER NEMA1 150 AMP/ 200 AMP I to lights & outlets ? to appliances and GFI to WH to Range to HVAC METER II V 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Dis SERVICE BY POWER CO.� INTERSYSTEM BONDING TERMINATION PER NEC 17. 250.94 4 Bare Cu Ground 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 k& 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH jR 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 ;OI EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB 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) a 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT a]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN A IL CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS WITH BUILDER / I Zlr VTR I I V I JI I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ENTRY FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" c-s � Amri ! N W ,y N o- C a' a> C2 Q u . o Ca u G � m o M N 0 N M CD 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. ' X. Q �E O 1 U N�; v ; ! �1 U N O # ® .= In W N LL LL ny�3 M 0j M V W °: a. d LL U) Z Iti Z 0) D ' 03 0 Y m w W ccr, co (n2- R.. �;baN1{ Y Z z co 0 M Z U W r Z i-- NLL o U ❑❑❑ , 0 0 o Z � N z � o Q — r U) ^ I v I M � _o L.0 wa Q) O �N NLij w o c w U � M U O N U)co m ti o JZ w m M J N� O z Z 4 � CL 0 U s�W Zp z® oa F� to � Qo o o �< Op< �¢ `� ¢a wZ tt ¢O O U m0 Z mo mo ¢w o� � Z zo g sonCn MEN T o9 az �F m O aw H 0 J o w< a v zIa a .� p J > r LO LO ai cc 0 0— CID 0 :3 O N = 0 r _o W f— N CIOLO O m W �I CION � m LO N N Q r E w T Cfl M o r L z Z E O m0 a U _j v Q 0 JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. 4.1 �a�ntlEfMAl11e'W1lTr9rAl1�`PRf�IWflFiY@I19Ri/N9fAI�ARIIf�nid —„- I I I I I - -� - _ - - ,,r- LT sJ' Q LC' n LO N LO L0 N 0 N 0 O N O I N J LO r— LAO CV LO L0 Ew 0 V) 0 0 N 0 0 N O O I N i N O LC) i L0 o- 0 -0 F_ C1 O4 i a E 0 x 0 J a. i= 0 0 0 CD IZ N O lL) 0 0 0 N N Lf LC N 0 0 Ljj 0 z z W m (N ELECTRICAL SPECIFICATION 150A/2 N PANELLC CENTTERER DOOR NOTES: 0 #14 to lights & outlets NEMA 1 10 #12 to appliances and GPI ELECTRICAL CONTRACTOR 20AMP, 200 AMP 0 #10 to WH MUST VERIFY WITH THE 10 #8 to Range SPECIFICATIONS FOR THE TYPE 0 #6 to HVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. n 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING o #4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 17, 250.94 J 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 PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6, Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PI&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 O WALL MOUNTED LIGHT FIXTURE I O RECESSED LIGHT FIXTURE I LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q L_ EXHAUST FAN 141),EXHAUST FAN/LIGHT COMBINATION RECEPT. ®D ELECTRIC DOOR OPERATOR (OPTIONAL) FOR ALARM CH CHIMES (OPTIONAL) SYSTEM — FP PUSH BUTTON SWITCH (OPTIONAL) FD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T TELEVISION (OPTIONAL) FTq2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER _!Q ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT SECOND FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" � o C2 C� C2�o r o ccp co unrn io o .- a � cQ �Zc e cM N 0 N L(� 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W CD o 8 O N o W C N m .0 # to fA N O 2 ik LJL NM 2ss J ll J_ 5 Lu uj U5�6mw Z uW � N ca Z s Z O U U O Go .., W ❑ ❑ Z Q N ch � N � � WM Ln 21-ca CD o cn 4.1QX w v C) 0 IN V ' ' Ly o N ) tlOs U 0 = L O U Q o uO 0 a d Lu W Z Q L6 Q E= 0 0 F a Q N Z Q nd t' O d 16 E0 20 ¢ 'o Uo p < of a wZ woof era m c W Qomo m oLL ¢Z 8 < �Z go 3 0< <o a aZ 0 w a a 0 d �< ° N O J > LOm U j N y _ ca O Y (� o CV co LO QI O 0 o L0 CID ce) CD m CD LA-).0n Q r N n mE 3 r LO 0 Z Z E O E N to n U J Q 0 --r JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. 4.2 - F ITi-fl_7ffT_F T III CT 3 3 Q LO n L0 CV LO LID co Q N O J r` N CD 0 I M x J Q LO N L0 L0 1W v C Cr 0 0 J N CD O I M N L0 C7 L0 O L0 L0 i P N O rn C O Q N O O d F� O x J R C 0 v v N O CN rc� LID 0 0 N O lfJ LLD ui 0 0 d 0 z W a m ZONE-1 ATTIC SPACE 33 SQ. FT. ROOF PLAN - ELEV-Al SCALE: %4"=1'-0" p O W 7 W� Q. R N L CR e5 N Q R C7 O C� ca 3 ;a ca d a' y v .�. '= N c � T •r Cc O Cj a. O �1t � eR L XN e a C� r a rr''^� .. • f a 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I ' d v ;_ 0 0 � N U o All A N 6) O C U O N � m un W O co N 0 4 C') V 3 LL C J L� W CL -O Y = D_ t 0 W L O O N Y 0 m w W Z00 U N °. Z a r K O U z W El El �Nn z N n O O O � N z o � n_ u, z v �N o cc)- LLJm a V) u.e L o tlOL Y U c r U U) ® ® N m b Co J z W M 0, Q QE CAL Q. E U U zo wz yN ao z p o a co F ra g0 UO p O G C az 0, az L w 00 K CID ¢ 0 �¢OLL U m O Z z m J y m � Q W 8 ¢ ° 0a z z go C, W a W m a 0 oz ? r � V 'R .0 a 00 2O O = LOW ) , u N � ^^Q I..L F — T 1-1 NO N _ co O - r VJ " N cv LTTC Q O V, N m N N Q LID r a) r n co r =� o co Z 3 O N N - CU C a E U -0 Q .O p C J JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. 5 - - :�u;,,a� - 1 � T —i o r - u i n i_ �_a id r s� C,9irlld dui a u ruu im. rue iaw.ia.�o.iL.�i,:w� -�.h� a lam11 1 1 r1, 3 Q Lo t` r0 CV L0 L 0 Q 0 O J N t0 O I rn L0 N LO LO 0 N 0 J N C) 0 t LM.t cV L0 O LO 0 0 rn c a M CV O n. E E 0 0 0 0 [7 N O LCi L\ 0 0 d M O t2 LC 5i 0 d 0 Q m V) c c a YP@2 J STORY S6 H.B.t ■ : • . . . . . . . . • • . . . • • . . . • . . . • •: . . . . • . . . . . . . . . . . . . • . . . . .•. . . ■ CPA AC PAD ---------- --- — `� — —,.---------- "tS35' - 4"v 16-3" TYP @ 2 STORY � T HVAC CHASE :: BASED ON �0-0 LOCATION J S6 ■ ;� oil I I I I I I I INDICATES FILLED CELL w/ 3000 I I PSI CONC. GROUT FROM FT. TO CO ���\,\ I I BEAM W/ (1) #5 REBAR VERT I \ ABOVE SLAB TYP @ ALL PLACES iv r `� +� SHOWN HOOKED FTG. DOWELS 5" ■' I 19\\ \ I I 5-41s:, t I I EMBED W/ 25" EXT. ABOVE SLAB f 1J t "GRADE 40 STEEL" N CO v CJ r ICJ L Jt a C J � I ������ }I � GG ��'� -� I PLUMBING LINE S3 o I (STUB UP TO _ 1 TO SECOND I ' FLOOR -74, N ' 2ND FLOOR -9" -0" ■ i I I FOR A/C ..: • _ — 2' -6" x 2'-6" x 1'-0" I� ■ fAv W/ (3) #5'S E.W. r� 17'-14" I TOP OF CONC.I PAVER TO BE 4" ■ ' O 0'-0" G 0 TYP @ 2 J BELOW FIN. FLR. I PROVIDE %2' x 9 %2" SLOPE 4.. 2'-6" x 2'-6" x V-0" N STORY S6 I RECESS FOR FRT. DOOR W/ (3) #5'S E.W. ■: i�q�:ICJ ( I--------I---------I (2) #5 REBAR _ / BUILDER TO PROVIDE CC VERTICALS w/ in I I N r'14 N 3-1/2" MIN 3000 PSI CONC. APPLIANCE PROTECTION S3 FILLED CELL o 1/8`1'-0" ESLOPE PROVIDE 1 %" SLAB FOR HERNANDO I ' ` WHEN REQUIRED PER FBC 2 STORY Eo N I 94 I RECESS FOR COUNTY ONLY I I 'n SGD. REFER TO 3-1/2" MIN 2500 PSI CONC L I MASON'S SLOPE SLAB OVER 6 MIL I I S3 L_ FOR WIDTH VISQUEEN VAPOR I — — BARRIER I I ■ I EDGE OF SLAB 2" CHASE : I CH I I BEYOND WALL KITCHEN ISLANDI TO ISLAND I SLOPE LOW WALLS I 4'-0" — ------ ----ram _ _ _ _ _ _ I�----- ----- CJ I T I co 0 p II 11 --CJ ■.� I-�j I = 4,. 00 rT11 Ilr N �----I J q 0 ��IIc -------� IILkJII- I S3 M Il f- III 3: II L L JII I`0'-0" L=-J�" I I-3 1 /2" I ` o ■ I 6'-0" 5, ., CC (2) #5 REBAR T S3 VERTICALS w/ in _ _ FILLED CELL iD 10 2 STORY VERIFY LOCATION t-- I— J.--j _ L--ftEG'fl�IG'FttPfttdEI7----------J N 6'-4" J S6 TYP @ 2 STORY s IFY METER LOCATION ­1 BUILDER ri 15'-0" H.B. 3'-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 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN z w ¢ co CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U. N. 0. **Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" a� LLB t� C. tj CID «' m X Cc N s ® Cc N y cn-s � c � 3 � u a c is b 0 i R, 0�'� iW E �. Loci �` � r, Cg LU ", ice• _ � `�� '.� �' F' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �f H ♦� U)uL E o o roN N o S N n co R H cnrL11 rlL� °' *k 7 f-i' ;lit /N �i lJi M 'Ct 25 C LL 2 LL w @ x- teeA'` lrts-;i5 1' � 5 a J w EL Y .c m o g) �• -WW0 W O �y ��°'°' m w Z LL L00 N Z Q M �p V N Q O U ¢ U " W o❑ al z N 00 z z o ¢ s. J N N z � � o a--= I"a C3 v, LJJ —� O t/1 LLI o c i;n..,. Gi•,i, t C) o °� ct, ¢ 0 N o Co Jz 00 w Z a L E o_ p co 2 0 :,ao sF a zo CL ¢ 00 o E B o< coo wZ ❑ �0, m g 0 J �w 8 1 ar gg < z = Q U o W T m O Q� wLL & aw N Jw v oIQ a o 3 2 p J LO L0 rn E Q C13 CD � 04 _ co 0 � Y o N �1 m co L T ♦� O m U) U-) -0N .0 M O CD M LO n CV Q LO r w T— CO r N LO o Z Z E Q N @ a E U _j Q p c JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. 6 -v L0 r` N L0 LO i v cn 0 N O 0 J N co O I r+� J Q LO N rn L0 `v C Cr N O O O J N (D O I r� N rci 0 LO rn r0 ID O N 4 F- Q N O n. 0 n 0 v 0 N 0 0 0 CL M O u•� rc as 6 d 0 Z a z W Q m V) TYP @ 2 STORY STRUCTURAL SHEATHING (SEE C/S6 FOR NAILING INFO.) 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END 8d NAILS @ 24" O.C. TO BLOCKING STRUCTURAL SHEATHING 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS itiSEE PLAN `r TRUSS BRG. CONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN C031 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) W VALUE DENOTES SUCTION a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 -- , --- GABLE -38.22 -38.22 -60.99 -60.99 -60.99--- I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): a ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: I O SHINGLE: Y116" EXP, 1 CY16) or 15/32" EXP. 1 (3�6) I TILE: 7V32' EXP. 1 C3/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 /$' x 0.113") NAILS t ' 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 a=4ft RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING GABLE ROOF > 20 TO 45 DEG. @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE. 'KING HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" D H3 400 320 8 - 8d R73 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 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) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT- F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 112" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od 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 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (3) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16D SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L 1360 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 (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O -(A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION, NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN - ELEV—Al SCALE: %4"=1'-0" c �W s m >e 6s.. n. C N N L CIA a �g� $IL— u u ai LU c c � 3 � w 0) u O i 61 f0 t 1 AJ, C o a� p A,' C To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rf Q v E c3 N �tira F �k a �04 LL LL %I11 �LLU J Lu a '.. V z = 'a d `L r m v n o d n13 t W Y O�Nc_° O Y °' W LL ZL0 05 M Z a 1- 3g a C"!J O 0 U Z ' e W U ❑0 Z N c7 O Co 10 S � Q�N U) cl- r z 0 M �N I , `o � V (n L-G � m U � 0 C' 00 N � v1 c L Qj C) o N o N O o J z w m M M w ¢ z G :? E p V wj ❑a F- M p ¢8 "z 0, z Q i o w C J C ¢ o U m O Z m � U m Q W of z Jo cn 3 d z Ww Qo 0 = o w� Uj L ao Mj o�Q �� J LO .--�LO Q 0 T N 07 O Y ,— W L) F— CV C LO r 0 � cc C) m N U-) N N Q LO r m >` Cfl ri T LID 6 Z z E O `m Eca U c 0- _j Q p JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. 7.1 3 a Q n N LO LO C� 0 a N O 0 J N CO O I r� _ J Q Ln r- L0 CV Ln c C N 0 2j TYP @ 2 STOI ENGINEERED CLADDING W NDFPRESSURES AND OSUUCTIIONIS FOR MEAN ROOFOHEIOGHT <_T 5 ftND RS H JIND SPEED (ULTIMATE) 140.0 MPH JIND 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 Mr) 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 1 -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 CY16) or 15/32" EXP. 1 0y6) TILE: 15/32" EXP. 1 l 3/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" 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. ilwq i�/l-10102►IC MGT w/ (22) 0.148 J4-SDS2.5 (10)1/4" JS WOOD SCREWS ATR. YP. @ 2 STORY (2) a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 1 345 305 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 1 112" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" 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)10dx1-1/2" HTT5 5795 5/8" ANCH./(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 * 1005/915 * 8 - 10d x 3" JUS26 1000/1080** — 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" 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" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ (32) 1bU SINPCtKS & (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/ 021 1bU SINKtKS is (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 (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 1480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS I 11 O INTERSECTIONS. SPLICING Iw TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER FX CONT LEDGER �(A)— SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV­A1 SCALE: %4"=V-0" N �_ o w (n = " � ca cc cA N ® .o on x o"-o- y ac N o C co cu s c m o 0 �1 ' LCyLI C"" eN 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. �-� ,��r��� W 11 (h U j;4 U 0 N C a,o C D r y 00 a) N N Off N T, � a N kt a N O xk LL ofr�v J AN '^ LL LLI (6 LL d A W r .r r V tt i! Z — a a Y (6 C (n Y O O " W IW 05 2 1­ Cr rn w Z F IL O J u7 M Z (' J N Q O O U � Z L) M � z N M O S CD N z o Q ? J C un cNi Cn LU u � 0 V) w o r_-_ �L/71 c =® =O N O U _D Q o N m o J Z, w M 0 , 0, Z Q � —I U_ zo YN 40 Cz p � V OZ z o oa r6 o o E 0 � E¢ 0 0, �z � a ww C/D¢o C _ m� a� J> � o g0 W co > < op <o az m ch a v ol¢ 0 3 .N p J LOm L0 T Q cID � F— T— CID N O CT — co O Y Y U) 2 co�.1 '04 Cn I LO co CO N m Ln N GV Q n U') r' w n CO r U') O z ca z E m d E U _j Q 0 c JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. 7.2 __— ------ _...__,- r . . 3 Q It7 n N r0 t0 0 C/7 0 Q 0 C14O J t� N in 0 I J Q n N L0 i 0 C C Vi 0 N 0 J N iD O I r� N 10 C] u7 to !P i C Cr 0 d t� Q N O 0 Q E F�- E 0 _ 0 c J 0 0 0. tZ 0 0 0 Ih 0 to Ln 45 Cr LLJ a Z a z Q Q m 6 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / .0 afe vertical load Safe horizontal load `- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS FORM & GROUT SOLID O N Lij - r U O #5 BAR CONT. 8F12-1 B/1 T (0 W" LINTEL DETAIL ON ON a 0 ON IN ON 0 .E.1`11 MENNEN M F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J 8 F 16- B/ 1 T m f NOMINA L L QUANTITY OF T WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5 MIN... BAR 1)RE AT TOP (1) REQ'D 1/2 CLEAR ALTERNATE POWERS STEEL LINTEL d O e d #5 REBAR AT TOP C7 a M. U. w a ° d MIN. (1) REQ'D 1-1/2" CLEAR z d z d a ° GROUT Zo = J d m ¢ w C.M.U. 5 REBAR AT =j ° O BOTTOM OF U) LINTEL CAVITY o U F) n� zOTTOM O Ir U O REINFORCING PROVIDED IN ¢ O ¢ ^ Z I'-- C) w <n - 7-5/8"ACTUAL 8" NOMINAL WIDTH LINTEL ¢ i d 3: � #5 REBAR AT BOTTC (VARIES) ~n In M a �` AS INDICATED MATERIALS cr p1 recasflintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8)Y4"x1 J" TAPCONS OR TITENS -CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ %" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. bonding agent must a lied to the Steel Box lintels prior to 5 A bo g g b applied e applying the cementitiuos coating. See contractor specifications RUCTURAL SHEATHING TACHED PER NAILING :HEDULE EE PLAN (WALL KNOCKOUT COURSE (1) #5 CONT. E PLAN FOR FILLED CELL ACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 5'-8" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1 t-0" -- 0 o m >e- s cc p s- C-4s 'C as a� a- �' G w w to 4W f) y Cc y =F_ c0 0 d v 0 G'-'e t q ik, uA 00 v o •, No To the best of the Engineer's knowledge, information and belief, the structural plans and spec cations 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. J W v E 0 o N C o Lf N �8toJ a Mr`O � w N V J c ` m t�i aw ci Z - -o a Y m c � cn L W o y o �ncD O e W to rn 0-) m Z J U N Z ¢ m N ¢ Cr O OU 'a W ❑ ❑ V M z N M 0 0 Z N Q o ¢ � � r I N z QJ o u .4--1 w O w o C:f N �N U � c W E I�Il�il I� j C rn d Q N w®� �® O J W f9 M M J w ¢ O Z Z Q � LL z o Z Q N >2 ® E E U o Z Z 0 oa F� rt3 20 - O o &'0 o �o-Z -Z C/D r ru a m 0 Z�Z m h m a o¢ 2 Z go cn T y > w ¢ a z Z W O m <p OZ IF ~ I �O J Y ¢ W T > O WJM V d = 00 zl G 3: LOrn LO m Q as N 0 _ Yco m M LO T *r 1.d m Q p U) L_ co CD LO m N LO NQLO E ro r v; L0 z Z E f6 fC0 a E 0 0 Q o � C � JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. 8 : r I'.. . 11 i. I-N, A! .I L':_i:i. lu:xF 11,. 6I.dlr & ,. i:.:: W, I:: I r 3 Q N L0 v 0 4 0 (V 0 0 -1 N 0 I i J LO un cV L0 L a cn 0 N 0 J N O I N N LO 0 LO 0 L0 cn 39 C: 0 3 N 0 i a 0 W E 0 v c c J c 00 0 J [Z rh CN 0 0 0 a N N L u7 ai 0 a i Z w x m v a� v NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDINGWALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF S G 0 THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE + + F T I INCHES _ INCHES 1 MM 1 MM ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF SIDE(S) 0 HE GLAZING 36 C ES 21 C ES (9 4 _ 5 ) 0 WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3 3. F AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A ALL R00 00 USS S 0 FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7, BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2. 2. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.12. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1. 2„ y a CONCRETETYPE MIN. 28DAY DESIGN (f'c) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4, 10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 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 back -fill 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, be forms. Permanent forms be etc., shall made with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete overpoT and mortar along the foundation perimeter must be removed be ore extenor sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13, FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. __ =I Q ll M v `e' m� c 0 In N .9- -12 a, v c E da o a. " 0 :o e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. s, M'� N v; W "a o 0 0 V 0 0 Y 00 N N W •`�•�. N � t/7 Cl Q - V N J C LL J W 3 a r 13 n w 0 -0 a Y c � <n CD a { w o = M N Y, 0 W Z jA 0jW °' m w o �- Lr) Nz ¢ - N M J 9� Z S OU < o �F Er ❑ ElW M N M O o � N z o � d (n X� 2 C9 a w ® m O, Ln �Ln� L , c = w ued a' 'J w v o Of U) N m o M M J J h 4 � � Z w Z Q � U_ C E _ C 8 �� o �z Z. Q � ❑n ra M0 oo - o d 0< az � 8Z -r K t C m 6 <o 3� O U m� 00 Z Z �w �Z zo a U Cn ON ° .N O J >� '^ L J 0 t` 0 04 N J O cc O N (0 LO CA C)c I Ll') co CV m N Q r- 04 r n E •� T CO r iri � o Z Z E O tL U _j Q O -j JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. S N -- -- - 1 17. r �� li;➢.1 luUll. 1J f.­'"k J!Ijai . ,dl-.. _,AA tli-.71..1 .. u.11:14 ,i. i- THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 'J.:. 16GAx1-1\2" LONG (3/4"-1" CROWN) WALL SHEATHING STAPLES @ 6" O.C. VERT BETWEEN MAX ....... 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE. 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 O 5'-0" Q - STUB -OUT FOR 1,-0„ O J o LO GAS METER 0 o � U 9 H CV 0 • 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. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" orp 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 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap ° + FILL CELL STD. 900 HOOK BOND BEAM uJ STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM �\ FOUNDATION TO HIGHEST �11 �-71 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D j SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4 max. Clinch nails when possible K�\ 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite q - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. -------- Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack `Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) -- Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking tlse 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10dnails 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) ::�:l higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 1 9-1/2" 11-7/8" 1 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 12-8d 6-8d _ BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d1 5-16d 16" 6-16d I 6-16d SIMPSC w/ (22) " NAILS T 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 644 A 1)1" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" THE WEB. PROVIDE AT 01 ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" III II ®� NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN, 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL V $ 1 Backer block (12" wide min.) Nail with 10-10d nails. - Install tight to top flange. ° SLEEVE THRU STEM a SEE PLAN FOR °• a , • , . . ° FOUNDATION INFO a' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements �' 71 b I 0.6 X Joist " `depth II obi e� pI I I —JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 11 d -`Il�lll�lllil� � PLUMBING LINE PVC OR SCH40 SLEEVE _ - d Q . I I —Ili —I I) —I i 1=i I I + IPII11,= SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r—PLUMBING LINE SEE FND. PLN. SIZE & REINF. 01 PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE FF 4 ea .G �, =1i=1ii=1� io= i =lvi: - III —I I I j®- I SEE FND. PLN. SIZE & REINF. eh cwt 0 cv n CIA' ' — U.+ ry � v 0 Rf k d J ° e 4 .a �a IV "4 TAW tl1 C Ile '� 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. v S ,u 0 1- 10 FPp° O o �+ N al ik yJ pkq� g Cc 02 ii W J 4 LL 0) toN0� � to v w w a a cNn a®g J z OM C: .., W 02E 0, Q J H Z w co Z U H N O U ❑❑❑ N M og � o � Q M N :;zCz (D o ' J LL 0 Lu o C.3 Al k- - e c� in 0 N 0 ° r� o w M Z ¢ z Z S lL Q zo >N zo Q E w z o a �� 00 o E E R< S, Q = C7 - 4 O S Y m 0 z m J 2 �� F <z 2z 8 F� o� ag son �� az NW OCD r } O W a O J > r LO '^ u ' °' rn m Q CD irl J 0 N Ile _ CTcc O (n 0 m cc ' 0 T_ ¢ O V J I C)N Lf M N 00 N Q r a)� r T CO coo m � T y � Z Z E vco m a °� c d U J Q JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. SIN 1 i a,,, . u,ial:I 3 a Lo r- en cV L0 E 0 En 9 < N 0 0 N to 0 I N z J Q LO cq N rn rn o cn� 0 < 0 0 r< N cD 0 I N M N 0 lr) !n !n C7 7 9 Q N 0 i a. E y E 0 x v J i o 0 0 t- N N 0 0 d N 0 LO 45 0 I� 0 Q W 00 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGHJ' STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 16r1 TnFNAII S T P. I:\ FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 r 11/2" 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 & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D e SHINGLE ROOF, SHINGLES TO e _ BE IN ACCORDANCE w/ ASTM =III-III=1 11=1 m D 11=III=1 11=1 I I; 1=III-11 f=1 I I I I I III —I 11=1 i 1= D7158-CLASS G or H, or ASTM I I_I I=III=III=� P • 1=III=I 1= T D3161-CLASS F, IN ' I —I I=I I III — I ACCORDANCE w/ TABLE ' I l=1 I=1 I I=I I I=I I I=I I=I I I —I I=I I=I I- R905.2.6.1, FLORIDA BUILDING =III I �I I I=III-III III -III I I -I CODE 7TH EDITION (2020) 8 -11 I -MITI II II I II I I ICI I I- I I' RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 114" 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 "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE E L7711 1 11 ° ° D I °° M _ D oo 6 MIL VAPOR BARRIER 1 !t D 4 I II I D ' T III= COMP. SOIL. I III (COMPACTED TO 95% =I I I =1Tf= I I T = MODIFIED PROCTOR III I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK SEE 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS / ...° _ . .` 4" 00 d T SEE A/S3 OR J/S6 -—I I II I I ICI I I I II 11, FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS �. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GG S3 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS _ `V 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY oo NOTE: - *FOR BEARING WALL W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4' o n e 00 SCALE: 3/4"=1'-0" �r GRADE I—tl—I r—ri I—t - -(1) #5 REBAR w/ OPT. 11= 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS T, M SEE A/S3 OR J/S6� -ILI11 I I III I I I IIIr FOR REINF. INFO.L 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S.111, 2 ADDITIONAL INFORMATION, 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 7vr 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH - I E SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD r 2"°x3/16" PLATE WASHER (TYP.) Cl)ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" OIL j - A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2"- ELEV-0'-31/2" Z 31/2" MIN. A.F.F. p 2x4 CONT. ILL b 7/r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH -� 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS e „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S,P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. " O 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR , T FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6x6W1.4xW1.4 6x6W1.4xW1.4 ATTACHMENTS 2" WWF OR FIBERMESH WWF OR FIBERMESH o _K 11 N TII1 =T_ GARAGE DEPTH VARIES 00 (3 1 i° -T —1TfI I I —LI' I I =1 I -, � I III-1 I(=TI=� (2) #5 coNT. "I I"I I �T"'I 1 1111 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL 6@ STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 00N 9E0U���� ens' C31/2" MIN. D ° D d _ III-1I1=I1_I-'81/2"(min.)-4° —III—III- 31 /2"(min.) - 4" =1 � r, , 1=� I ►— 00 � ,1T =TI �I I I I I=1 11=1 11= III LTf--I (2) #5 CONT. I I 14„I I, I II ��I I fl �11 f� fly- U.N.O. MIN. TYPICAL BEARING WALL @ STEP 6CC SCALE:3/4"=V-0" S3 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 10 M N�o s INSULATION PER FBC AND ENERGY �/ c0`� FORM SUBMITTED WITH PERMIT /' \ NOTE: 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN, LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH WEEP SCREED INSTALLED BAR 6" MAX END PLFAROM o OF 2"OLTS TE c E PER MFR INSTRUCTIONS Z_ #3 OR #4 REINFORCING BAR � #3 & #4 LAP SPLICE a GRADE 40 MIN. 760ksi] D D e D M D ° DJ FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN, g IT�' 111 1�11 I m —t I I--- —Tf=1 I I 6 MIL VAPOR BARRIER =111 111 D ° - 1I=III=11I=III= °O COw p • 11T—I I —I ITT #5 REINFORCING BAR R 1 7/8 'TI I I • o I=11T�1=1I1=1�1- r #5 LAP SPLICE 111�=1Ti�=il —TfT=1 COMP. SOIL. (COMPACTED TO I �I I D ° I I I I —III —I I —I I 36" MIN. LAP [36" MIN. LAP] 95% MODIFIED PROCTOR ASTM I �- I I=I I =1 I=1 I=1 1=�=I 11=T 10" D1557) III rr�r�r-"r r rl 1�1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 H00K #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� ,-o" J CONT. BEAD SEALA� I -Fa .e. ,Q 4 INTERIOR 4. , . -31 ... 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 E- _ _ — — _— Nco 6 MIL VAPOR J I BARRIER FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLANoo (2) HTS20 FOR STRUCTURALr BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE = j Q w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. r� 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL `'°' O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS d > FILLED SOLID (SEE PLAN FOR : 6 x 6 W1.4 x W1.4 ? W SIZE AND REINFORCEMENT) '- WWF OR FIBERMESH �,, o Cn BRICK PAVERS or SLAB PER a 0'-01, FIN. FLR.jk COMMUNITY SPECS 111.. II LI I IT 111= ]T=1 11=1 11=1 I IIV ..... >,00000��000 .l (2) #5 CONT. =1 I InL ON 3" CHAIRS 8" V-4" (TYP. ) 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 17 I —I I 1=111=1 1 I f tzT i 11 I. ;- TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR - I r6 x 6 W1.4 x W1.4 S.G.D. (U.N.0.) WWF OR FIBERMESH r� M C E SEE A/S3/J/S6 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP &RECESS (a7 S.G.D. / M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. r IT 00 z GRADE M 2 w Z ♦ w F— W U 00 LL cUn ¢ FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 °1 w �v;" �LJ. c= to R 2!N N -r. d � � d M ca CY-- a c E w 0 e1Pf?Q!R R0 �1 S .fit! •':;, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. k to W q ;_ o M 0 V 01 o ..�- 'S E.- IlO�!�� o t� m rn N J t N• V/ 4 (7 'T J W C J LL W �a �: Z J,�u_ 1 N =_ o 3 w �: ^i-.. {i �� ib W . p m N (O o Z 0�O'O' m w J Z N `' ¢ o U v W ❑ ❑ V M .�-• z � o o z z o N z �93 t1y, 0 o lL T ® m U 0 N W g _y N Ln v� J n �j Fit _ E !".. yth��4r� = L z ..°- V o N C `o w o N I� o J w M M J N ¢ z Z Z 4 MFE E p �o zo os z© ❑° t� e0 o 'o - E o< co w� wz � �z mo z z m 5 8 <� �z Zo z, 3 w a u>w W m a� aLL �3 w0 V zlaT ¢ o 0 c 0 = ` >� J LOai `a Q_ � c� H L r t0 O J 07 O •� O U) M co Lid T� �1 0 m U) LO M O t\ m N LO N N Q n LO r ai T n CO N LO o Z z E O a a E U Q p JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. S3 (MONO) a 7T Q LO n LO N LO N N 0 J 0 I N J Q LO r` N LO LO 0 v- N 0 0 N 0 t N M N 0 LO i LO `J v N O a C �C Q N O i 0 a 0 Cn 0 v` a ip U 3 0 0 v 0 0 a M 0 LO 0 0 a z W Q m v (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)— 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ;�' ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ WVAfRlE5 " O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER PER PLAN 2xBOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" 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.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ , SCALE: N.T.S. S4 ❑ Fol ❑ 1 ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D Sq SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 11 a a a a a e a a 4 d g STD.90•HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J LU T > 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 �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY .:: GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK 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�� S1cF1 O%Y �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING C VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' 1 (2) 1 (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. OD �R ., SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE V 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 E SPLICE NAILS TOTAL) EA. SIDE OF • 48„ SPLICE STAGGERED _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" Q.C. A A —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL D \\• �10d @ 8" 0/C O/ST ATTACH ALL J EXTERIOR STUDS W/ IJ 16d TOENAILS T076PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON rc 1 C ( P.T. -ATE ouvlrwly �r4 SP2 SIMPSON 10t ST :Zl- M TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON / SP4 SIMPSON SP1 SIMPSON--- SP4 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON C SP4 , SP2 —, NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" NGGERED 30LTS @ 24" O.C. \X 2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. Z&NUT 'OXIED A.T.R. Z&NUT OXIED A.T.R. Z&NUT C 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. MASONRY WALL �-10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD 54 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� REV. 06.24.22 SCALE: N.T.S. crs N � o N C= N ss a c' ffi � N cc O V ♦ H d Q f0 'c f 25 =v'3� b 9 C p � � T en R O a 0 n9 A C� o A. _ Y P "D 9 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. h ly E O (, S d3, NEE O N p wit cc z-0 `v° J LL U,o Z 5 a c aw L 6 p CT=° ` W02 L �_p O m w Z N Z M 3a Z N O U 00 M � N M o g Co CO N M z �-1 MW 4-1 M„ , U O N �t/1 w II U O N 0 r_ 0 It M a ¢ Z Z a U_ ce fl- 0 E V Co zo Qo wz >m Qo z o oa no Uo E3 E co 5, ,g� L ¢g wg wz a E ¢ z ,< O y .0 of z m � J �m >z 8 1 N Qo WoLL 03 apt- mw m �_ o Jw wQ ;a V Ml< L Ova 2O = >� J LO LO Q ca NO N = co (0 Y U) m m ca LO QI 4-1 4-1 O co U) �o t6 04 m M N04 Q LO �— E M .� r CO r U O :E z E ,; a ca d E U � Q C -i JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. S4 3 J LO LO LO LO v Co 0 0 No 0 N to 0 LO N J a LO N 0 LID cn� O Q 0 0 J N Q N N 0 0 LID LID cn 0 ,L�,.L� an 3 a N 0 a a E 0 v a i a 0 0 a� tZ N O LLB 0 0 N N 5i v 0 0 W x m 0 cn SIMPSON HGAM1( W/ (4)1 /4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS ­,_ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9 BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ •• AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. 71 THROUGH CHORD 2"x4"LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 FROM RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)10d EA. END (NOT REQ'D WHEN /• "L" BRACE TO EXTEND AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-I" OR LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) // GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING' 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE11 (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2)166 TOENAILS \ 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING T BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C a@ FASTEN O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/Z" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3' @ 4' 0/C7 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED IOdx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4' 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION Lc SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS - WOOD TRUSSES co 60 2"x4"CROSS BRACE APPROX. 8" FROM -2X4 RAT RUN BRACING 1 1 2 1 Y 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT wl (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ 1 ROW O O (3) 2" x 4" LAMINATIONS W/ (1) ROW " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE • (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2x8" 1" BRACE 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD ( ) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) EDCfES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" /�:SEE PLAN FOR CONNECTION TITEN TO CMU 2x4 "T" ON TOP OF PANEL I LL " EXT. WALL CONN. 910dx3 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NUMBER D B.U.C., SAME OF ROWS, SAME SPACING)1E, TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 ADDITIONAL INFORMATION, SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj__� SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ I Od X0.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 5 S5 S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2)16d PER JOINT L MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z w CL \-BRACING w/(3) 10dx 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4„xl 1/2" SDS^^ ^ uviv i. v�nnnv�a - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. cc 0 ✓� CORNERJACK Y U w z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5-, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w d w — — — 0 o O z o w b Q o CD LU d w NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) ZBOTTOM CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. c r- SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION c� o .p �m>< N -o x ,, a N c6 O a- jn can a °! N� �=:5� y E c s ! 5 CU coda �. = =dcc m N fl- � o d g n?; ya lZz ,L w �� aQu s. v C>r v a v•vv ,�N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. G rA,;"'a W a 8 0 NeapW a) N � N 0 M o 3 xc LL 3 LL a m Ri L'. J a a Z _ — a 'Y m c W L N Z 0 o om�� Y w Z IL W U) CY Co 00 Cj _1 �n N co z o Z OU U N th 00 N < o Q J C. Z�; M G `o w N C v a— — E YID.. L S _ N o r~ ¢ - o 1 N v o w M M g � p Z Z a U_ zo rN Q� Q 0 E U oLL z z© oa Fcu (0 i 0 00 U C�'ao Oa �a Ott °Z z �w 5m 6 C <ow� O U m�aLL Z F 03 J O a 'z a w z Og QO C/> 3 T 0 ¢ a Z In w aLL � w o Qa ao M ola ° � 0 O > h J LO L0 6 rn E Q (D cc O Y U) o m LO r (D QI (n .0 M O 00 N LO o CV Q T m GO f o co r z E O NCU a E O U N Q p c C JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. S5 1 4 ,o Ah vo, 1111a., u,,, t r o, 3 r- N LO lv 0 Q O N tn Ln J N O I N J Q cV LO `v 0 N 0 J N 0 I N c1q 0 i LO LO L v N 0 Q N 0 0 cN E 0 v c c i d: c 0 0 0 J N 0 v 0 M 0 LO 0 Lj 0 Z W m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATIO BAFFLE l 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN aA 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL xf�FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD �I`- LAYER 1/8" THICK. �w w wV)—INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD£,,. 2nd FLOOR W BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ e / BAND JOIST I I *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) v 4"x4" INSPECTION PORT AT Cr a EACH FILL CELL TYPICAL Uj Cl) 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED 4. ° . °. FINISH GRADE o0 c A FLOOR TRUSS SEE FRAMING PLAN Cl) ' l-Kil-am-Li I I I=I I I —I I FLOOR TRUSS I—III=I I a °O SEE FRAMING WEEP SCREED 6x6w1.4xw1.4 I I I —I I I I I I III —III —I I i—I I I- - PLAN I I _ I I L I I III=IJ=I I- �? INSTALLED PER MANUF. WWF OR FIBERMESH -III=1T_I=III—I I I I °III=1 L—III— " I=I I=III III III jI I= SIMPSON HETA20 w/ (8) 10dx1 1/2" 2"x4" CROSS BRACE @ 48" NAILS 24" O.C. INTO TRUSS T-1 I_ I III=III—I I—�—I I O/C FOR THE 1ST 2'-0" OF @ , , STD. 90'HOOK END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT (3) # 5 REBAR ON 3"CHAIR —"'— (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" END INTO 2"x4" BLOCKING IN KO BLOCK TYP 2—STORY WALL SECTION J SEE DETAIL2/D2 FOR MORE INFORMATION REV.03.16.21 SCALE:3/4"=V-0" S6 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS u. WEEP SCREED U. cf INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" I U NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSSro SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1U-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH —III —I I I �, ° ° �" a I ' �' ° ,' I —I ITI— . • . ° I=1 I I III —I —I I (- III— , I I ICI I I I I I I I i I I I I I I I II I I I I. (3) #5 CONT. ON 3" 8" V-8" 8" CHAIR W! 3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION r'S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 15/32" OSB EXPOSURE qx SHEATHING PROVIDE x BLOCKING AS/T�REQUIRED PER D n SECTION X-X IF uu NOT FULL H HEIGHT SHEET C z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI t— F SHEATHING w SOLID 2x C BLOCKING @ ALL o C SHEATHING O EDGES (SEE co OPENING SECTION X-X aU C x w x E � 2x STUDS w BEYOND. _ SEE PLAN 0 O U) \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 3/4"S 1/2" 'I '1 1/2" S 112" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO wl (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING IFRTICAL BLOCKING SECTION X-X SFFA/N�o�v 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM %" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THAN Y". ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL u-M © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O Q OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. =n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J LU u Oi LL O O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER F > Q O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. MF 00co a~i H 07 0 Q (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z a) Lu LL c,4w00 MEMBER IF GABLE END LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 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 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE FXT oo�NFR,0R Nc SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH a ad A •. Cl)-III—I—I—I i I —I I'• A -11-111-1 I I 11 d `. - I I —III —III I�I;IIII —°=1� 711 III —III (3) # 5 REBAR ON 3" CHAIR 4" j',8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) 2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO �2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 r APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. co FINISH GRADE LI IIII, r� @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. u Q N k-6. 6— w C ca . cc CD 7 e c iC Cpl- v i I;v ♦�a674S.i 4z Vp 0 ' o • _ "'•• LC?i C_ ts. LO sit 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. tie-2. ", Pk �.J. ? QE N 6O) i�t.T s r 0 co �% N 00 m n ✓ ?.. Al 'J V) t7 fn r- r N O 2 ik LL N S J C U_ LL SZ L_ w J LL d W brae nr f Y — : , r1 en co (6O t r n_,T W eL00 0 7 c0 (V V7 Y r° 2 . m w J N Z Q Cl) h) r�tk N Q J O O cD °d O M t N C7 o a N Q � a 0- N r M �N z o i w in U 0 V) �N m w o = t„r p3 a y C F J — m E 3 U o c U> t N o M N � w Z Z w >� p U oLL wj z� z® oa F� r0 o o E �o �a a ,, ?O S< Yz L w o r z�� > � m� ❑ Nm<w m 0 °E =5 �z W cn C.3 o< 2 go z �w m a= J w � r " F M V O IQ � 3 ( J D >� L^ / � O m f0 c7 0- L T NO N Y Y — co O r o N m co LO r00 ¢t O C C)coo LO LO N Q L0 r M w � CO T In o Z z E E ur cc C a U J Q 0 J JOB NO : 23-06127 SCALE : AS NOTED SHEET NO. S6 (MONO) -I .I:, a JI 4 ., 1,;]. L li .. .-:i L:-t , ,,ahki C" v r` N LO 0 7 N 0 oCV 0 0 J n N C> 0 1 N S J r" L0 CV LID L0 E v v- N 0 N 0 J r` N C) 0 I N 0 V7 0 LO LO 49 cn O a 0 a E 0 x `v i 0 v 0 a� tz 0 CL- 0 N O LO 0 z a Z W ng Q m 0 SCALE: "' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 0, VVHLL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER A MAINTAIN BETWEEN 4' !\ AND �' GAP TOP AND BOTTOM, GLUED AND 77/ NAILED TO STRINGER ' 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP i 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT %RS IN WALL % 2x12 SYP // N//�N BEARS IN WALL 2x4 BLOCKING FOR 2x12 T:-T2x4 PT UNDER 2x12 C —2x6 SYP ROVIDE MOISTURE PROTECTION ATTACH AlL COMPONENTS 2x4 SYP BLOCKING OF STAIR TO CONC. W/ 4" X / AND NAILED TO FLOOR WITH GLUE FOR STRAP 2x4 PT NOTCHED INTO STRINGER 2 t' TAPCONS @ MAX. 32" O.C. (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND / NAILS) OF STAIR TO CONC. W/ a' X NAILED TO STRINGER / 2 4' TAPCONS @ MAX. 32" O.C. (I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G.1 SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLUE S) x 1 112" NAILS) STRINGER CONTACT POINTS NAILS) SECTION VIEW "D" SECTION VIEW 11E11 SCALE: 1" = 1'-0" SCALE: V = 1'-0" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED-- i NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 7' = 1'-0" 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS IV SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER —`/ FOR DRYWALL SPACING H E SECTION VIEW SCALE: 17' = 1'-0" l✓ 7 NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 2' = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: V = 1'-0" 'WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND )ED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO ,RING WALL BELOW WALL JOINT YWALL TO /ER JOISTS) 1 POST LET INTO (LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES H 2X STRING R 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES SECTION VIEW "H" SCALE: 1" = 1'-0" ers CV : "• C%A v 0- a~ U..a Zn cc �' o d a � 3 � io c o d co y a. CD v 0 AFL _ , a � O � s.z.P � V aw• ,Ss� � _ �j.Y.! F add®y j. N sA! l'4� loth 3 �f 7�35 s ��194 i 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 Engineers signature and seal. N y�04 q C7 O N O w W a N r a� in"0-�en 0 �Hp LL 2S2Sz u- LL W z Qi m C n > N N C0 Y W r°O_'o' m w C Z O N Q M S9 z N Q 0' O O U U ai W ❑❑ N M 0 <�10 � o M LL 4.1 4Ld � Oo V) N N f6 �- x�t a m N O w irw _ J z � E o � zo �� z Z Z© I— to �g 'o — ® `fl a az o< �z w Z 2U m� 0, i �} t� 0, �, go az Qo mCD a= _� az 0 c 0 >� J LO rn E Q 0 CL I— r co � 0CN CT Y cc O N m C0 co LO r QI O C/) Lf7 L- co o C:),� CV M n CN Q n r .. _ CD T o Z n p U 0 6 Q o C W JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. ST u7 [V O r rN 0 Q 0 C) [V 0 I J CN CV L0 v c) 0 N 0 J cV O I N N O LO i L0 L v a a to 0 i a v 0 v CL 0 v 0 J LZ N N LO v 0 0 N N rf LO 0 rn LO W m 0 1x4 1112" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN,72X8 ' APPROVAL FOR CONN. APPROVAL FOR CONN. X 4 ix4 1 1x4 P.T. FURRING 3/16 0 X 3 LONG FURRING 2 ROWS 3/16" x 3-1/2" 3-1/4" LONG X 3/16">D FURRING TAPCONS TAPCON @ 16" O.C. & 4" TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASQNRYTHROUGH 2" EDGE DIST. ATTACH �� 1x4 P.T. & 1x8 P.T. 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2 DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2' O.C. & 4" FROM EACH FURRIN( TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T.AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A EMBEDMENT INTO BLK.) 1/4" MAX 2' 0" 8" 1 X 4 FURRING R SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED 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. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR--"2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE WITHIN INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE BRACETAPCON INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END — VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. QS-"/, PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD, 90' HOOK (1 L7 +5A LNOTCHWEBAT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl (16) 16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD / SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL f/ USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ > MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE s TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN _j 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ° ; o REINFORCING AS FOLLOWS: — — — I I—1 I I TI I- * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT g° ° I I, I I It-I1 I= _11 i l i I �I * PRESS PANEL REINFORCING INTO PLACE. ; 6 MIN. LAP SPLICE W/REINFORCING COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL � PANEL � —I SMOOTH. DO NO FURROW. III=1TI=1 III II I. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT - T GRADEI- FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: 04 ° ' 1? Cl)REMAIN FREE OF MORTAR. Z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE MORTAR.) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 11 GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS rR +2.. rHE S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 0 SCALE: N.T.S • ALUM DRIP EDGE 2x SUB FASCIA CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS. w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE SF01 STRUCTURAL SOFFIT SCALE: 314" = V-0" (**) FOR ALUMINUM SOFFITS >1'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. 2 X 4 #2 SYP SCAB TO SIDE OF RUSS AS SHOWN FOR O.H. UP TO 2'-6" 2X °�FRyq TDOUBLE 2x4 SCAB FOR 2 6" TO 4'-0" 0. H. + + G�FNOrH (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + BLOCKING AS 'RUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP r ® s EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS SFF CHFFT Ing ANTI SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3t� - r 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED K (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL @ FIRST COURSE SIMPSON HGAM10KTA @ 12" Q.C. w/ (4)1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° a'� OVERHAN ° RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" IN1SH FLO •. �' >�' n • ' #5 BAR p. 10 • ° CENTERED W/ s.;'° •. .' 9 H IN TOP o o R KNOCKOUT/ N • '; ° GHAIR BLOCK MONO FOOTING >° SIZE AND REINF. PER PLAN ° AND SECTION DETAILS CLEAN FILL .> ° • ° ° DIRT z ffTANDARD o q HOOK N #5 BAR IN FILLED CELL, , ♦ 1♦► It►- �♦ ►� It AL, STEMWALL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. ETA AND STEMWALL SECTIONN DDETAILS SCALE: 3/4" = 1'-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I_J EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. C o w .� v N M p a e�v•3� d v d ,d R 7 � •Q� c' E w 0 • c., o ;ell S S t C`14 18 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �E O N w U W N N W 0 -5 o? o 2 J J LL w JC w 5 i ' o- uj z 2 B v ? 7 (6 N O Y B1t o�c�o, J N <, Z 0 r 3 J O U < O z ❑❑ N M N � o � rZ � N M N 2 � 0 o L � m U O o t) cif N ZD .) L_1.1 _ 8 - E = N Vey 0 0 _®L...._. r— w C ch J z 0 z Q � Lj_ o E cCL z o o° > M E° zo I— ro 20 Uo o E o co p J W _ R Q m 0, m v J =o �� ¢w �z 8 o� d° 60 a mo ap a U dW01 01 o w¢ ,o .o c Q 2 > r J LOrn LO `a a j N _ Y C)r V J �^ o I— (V W m L_ LO T1 _ QI +_j O C o ccM 04 '� m o LO n N CV C Q In r E w CO r o z E O N N m d E a m U J Q J JOB NO: 23-06127 SCALE : AS NOTED SHEET NO. SS Q LID — rc3 CV L0 0 Q' O 0 N 0 J r— _N CD 0 I N a 1.0 Ln cV rD LO L C> 0 0 0 0 N 0 I N N L0 O L0 a cn� a 3 Q N O i a r° CD 0 i a 0 v J rh 0 0 0 0 a M 0 L LO im Q Of W a 0 SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. �'-= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS — AT 12" O.C. MAX 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) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" Oi.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY CROSS BRACING DETAIL (TYP.)r_,_' HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL r6 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS Il 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 TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. SIMPSON LSTA18 TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS — SEE PLAN ( ) w/ MIN. (4) 12d WHEN CENTERED AT SIMPSON HUC410 w/ (14) FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48 O.C. W/ (4) 16d INTO HEADER & (6) INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 2x8 BLOCKING NAILED @ 1 Od TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS BEAMS TOGETHER COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN REQUIRED w/ (2) OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIMPSON HTS20 w/ (24) 1 Od x (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL ( SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE REQ' OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. - SCHEDULE/PLAN EACH STUD -TOENAIL ROOF AND EXTERIOR 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A S DICATEDE/ON P NNM OPTION B CONNECTION INFO OPTION C. w/ (3) 1Od PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACHTRUSS OR SIMPSON FOR ADDITIONAL INFORMATION NAILS EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS COMMON B M . TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN SCALE: 3/4"=V-0" IF 2x DOUBLE LEDGER, ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & BM. SPLICE OVER 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS CENTER OF POST PRE-ENG. TRUSS (OPTIONAL) A A EN(D OF TRUSS THEN 2X42X4 BLOCKING SEE PLAN FOR ATTACH SECOND PLY 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF EAM MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d NAILS AT 24" O.C. • DIRECTION TYP. A • DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 1 Od NAILS • MAX TRUSS �t �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO ZSEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS COLUMN SIZE & 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. TYP. U.N.O. LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH IF PARALLEL SEE 2/D2 FOR WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH T & B CHORD BEARING SUPPORT STEEL OR WOOD ( MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) rl"(TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF 9 DETAIL @INTERIOR BEARING PLAN FOR MORE INFO SCALE: NTS L4 5" WOOD TRUSS SCALE: NTS COMMON B M . ATTACHMENT r18 PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 1Od ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING NAILING SCHEDULEAOUTLOOKER 4d0 AILS AT INFO.VALLEY TRUSS ( ) d NAILS AT TOP SP2 w/ 12 10 @ EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER TO TRUSS W/ (2) 12d TOENAILS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD GABL LOW ROOF/WALL SCHEDULE PLATE MORE INFO. TRUSS STUD ) SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ � (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. 14 1 x 1 1/2" NAILS TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ ( ) Od TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO - - a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ ! PLYWOOD TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALL OR BEAM EA • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. p MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. °� SECTION @FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION @ ENTRY $ CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS cn e d c,4 o $gym d o® c E o a w 0 a'4'69 of @�it 58I7o/s P' S `' s •'•., Lai %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 Engineer's signature and seal. r= , W M OV oF U0 c2� a =ALL LL W 52 — -o a Y = 2 O o W Cn°� m J t z + ' N J H O U a—j Z LU El IJ z N M 0 0 Q � Q <Z an M N z CD Z5 w ° V O L o � � � w �N ZD C) i .. kE = L I U o y c - o w M 0, z Q U_ Eo zo wiz© zo o0 QE CO z ¢ Qo Z mo m J N m Q W 8 � ¢ o� z z Qo W T o mLL az N F E CID <0 I la o z 3 2O 0 = LOLO Q 0 CL (D F— r- j co O m co Lid 4-J O U Lt7l CION 0) m CD Lid LO N CV Q r LO r E m CO r 3 r v; In 6 z z E O a ca cc a E 5 E 0 _j Q o a) JOB NO : 23-06127 SCALE : AS NOTED SHEET NO. D1 t _TT_1 IT -I -r 1 1 - F_--- -- - -- --_-- _ - -- - - -- 1 11 1— 3 t\ N ILO O a 0 0 J N 0 1 N Q r- N L0 L0 v Q N 0 0 J r- N CD 0 I M N L0 C] i L0 L v N 0 i o, Y Q 1'M O i v a r° CID 0 J 0 v J LZ N 0 LO v 0 0 d rn 0 LO LL 0 Uj W - m v N (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SON SP4 w/ (6) 10d x 1 1/2" (USESP6 FOR 2x6 WALL, USE SP8 (USE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. NJ EXT. SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO QA SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE f � 1. APPLY SUB 3 2x # SPF ( ) (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS �, + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • • •; SURFACE OA 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ 6 ( ) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @END OF ••°• CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB •' G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED : • SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°• VERIFY W/ PLAN @ ISHEATH JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10dT WALL SHEATHING (2) 12d TOE NAILS TOP NAILS & (4) 1/4 x2 (7) " TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN TO RIM BOARD & BOTT. CHORD TI 1/4" TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR ( SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w/(18) �'°�° OF CRIPPLES IF LONGER THAN 8" I' V9 T P. 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT L A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE ZE PLAN ORBEIYOND NAILS TO STUDS BELOW. e 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN j 2x6E 2x8 WALSEE of C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER G OE 5/8" A.B. 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MST37 CONNECTION SEE PLAN @ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. () STRAPS w/ 42 16d NAILS ( ) DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & BPL SIMPSON SP6 w/ 6 10d x ( ) PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. 2 2 x #2 O 1 1/2" (USE SP8 FOR 2x8 WALL 24" O.C. ) @ OR LVL GIRDER SYP U.N.O. EWALL OR BEAM WALL AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4 _ -- JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER 2 x # TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F TYp F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT GRE SEE FOUND. PLAN FOR FT. Q. 6" O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP AND SIMPSON SP1 w/ (10) 10d • NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B • . . *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SEE FOUNDATION PLAN 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK SITUATION. CONNECT G.T. TO STUDS w/ 2 SIMPSON TS20 w/ ( ) ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CO N N 2nd FLOOR STUDS BELOW x 1 1/2" NAILS AT TOP AND i 5 FOR EXTERIOR 2 STORY WALLS ONLY. . 6 2 STORY COL. GIRDER BOTTOM BOTTOM TO HEADER O (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER 7 SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR O 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER � OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 i SIMPSON LS30 w/ j *FOR OPENINGS (6) 10d x 1 1/2" NAILS AT EACH END TYP. LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED wl (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 12 () () 12dTOENAILS. 3' O/C F�-T ALL 2 2x HEADER SEE PLAN W/CRIPPLES(() EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. A� Fti ? ��F ��t 2x STUDS 16" O.C. @ TOE@NAIILS T B () INTERIOR HEADER Q/S FOR REQ'D JAMBES (1) (2) OPENING LARGER THAN 4 ft (2) 2x • 8° T TOP SPLICE �,IjN Op (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING 4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 4 OPENING NAILED TO 8 IS GREATER THAN FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). • • SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH Ale END OF OPENING CENTERED TAPCONS r;; ) NAILS W/ (2) NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE &CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. a@ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �0 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. �+ t!' N (4 ! N o �,•} w�I;��rSll B/�� y •�G ���• S� � �� SIQQF`�''�`��el� 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. 71" w �E O O U Af4 0 N CV IF N d 0 N y� u, U) N 0 J rn Q �; M C W -1 , R �L ci 6 w W LL U) on M � Z < o U U o 1 W 13 ❑ N M o 0 7$ N r nV)' M z W 0 4-1 _ a w Y _ OLA, V) � w v7 ws a— _ c l 3 u = L z. ci 0 N ° o C z w M ZO i Z Q co E <R E O U az ?o or HCll ro d 0 0 aE &=0, ¢0 w� W �w U3 a zz �¢2i. O m 0 z z J W 0 0� 2i. z go W C/D3 ¢ d z M v N d � 3 LOm Li') O NO Y _ cc O CN mco LO <C co I- I-CID co m CV LO N Q it; o m T i6 L0 z z E O 2 a E .. U _j Q p JOB NO : 23-06127 SCALE : AS NOTED SHEET NO. D2 -v J LO LO LO 0 C� ¢ 0 CV O J n CV (D 0 I i Q r- LO LO 0 N 0 J cV 0 I N M N LO 0 c LO LO V O (J) 0 rn N 0 i v a E 0 0 r✓ J i 0 0 0 Li N N ran LO c; O 0 0 N 0 r2 rn v a t� 0 Z W m v THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF 4 MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ "r) WEATHER ✓E BARRIER & tARILY SECURE 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 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL O COMPATIBILITY SELF -ADHERED FLASHING a WOOD FRAME CONSTR, EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ­, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) J - SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING -� NAILING FLANGE 1 (D DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS BOTTOM NAILING $ UNDER DECKING FLANGE (SEE DETAIL WP07) SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW I EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # In each detail that corresponds to the numbered items in the list o instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED SELF -ADHERED FLASHING FLASHING Q SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN ail a 1'4' PER PLAN V-0" PER PLAN SHOWER SEAT 4 SELF-ADHER a � a SELF -ADHERED FLASHING OUTSIDE CORNER W Cn > m Q 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 (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT° FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining 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 AS M CEMT. FINISH SILO POTSHELF/CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED NEEDED IN CORNERS 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 FFLASHING, SEE LANGED WINDOW FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE EXTENDAMINIMUM6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the v following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 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. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2, 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 g g 0- CL LU LU PLASTER STOP - W CONTINUOUS BACKER - U ROD & SEALANT W W 2 � Q c W �o A FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER I, 3-1/2" INCH FLANGE +-1v THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS kSTER STOP A NTINUOUS BACKER ROD ,EALANT MENTITIOUS FINISH JCTURAL FRAMING JCTURAL SHEATHING P OF SAF NAGE PLANE WRB D BREAK WRB STH 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 � a Cam. -0 N � � !2 G N s q7 N C 3 d A _� d � E Cc o. v CV 0 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ;? W .�} 0 CO M O k I V 0 �% CO N Ro W s��_N F, M N M"t 2C J W a s' q �. _ (0 N C_O v 4 `{ W O g W LLZ Cn O m W N Z Q M 1 N O O W U U ❑❑ N C7 0 00 00 m 0 0-U) u� r In M cc Q) �2 4-1 cn O �s r 0 N �(13 N - ) U LU c�� 2L... (� o N m C N m Ills �w M M J ¢ O �S z Q � U_ E Q E C1 zo K o0 wz ym ¢ N z© oa o E Q o� ao 0o g< N�t <z Vi ita z m o � � 2t as �o m J <� aw �z 8 'j o� z Jo U y co 3: <o �Z �w m _ o wa �o 0IQ o 0 J LO Lid 0 m Q p :3CN N _ co O (� 0 (v in co L� ¢ O I O N co CD m CD N Q LO r m @ .� r CQ r LO O z Z E E U °� 0 CL Q 0 JOB NO : 23-06127 SCALE : AS NOTED SHEET NO. WP Mounting Brabi (10 Gauge', 4-V2"x+1,`2'x2-12" See Anchor Schedule Do 10" Dia, A ITY �UMRMI E18- washpin; / Self-Lockkig Nuts Back Cross $,upport (May be cut to Ar) Right Bracket (16 Gauge) A A/C Unit BoMill Edge /C klil H ulf urricane Strap (Typk�_;rw[ 3 in froint) Front Cross Support (May be cut tow) Left Bratket (116 Ga uge) #14 Self-Driling Screm Thiru brackets BackCross Supportinto AIC Unit Bottorn Side (Typicali 3 each side for hQrricane use) i Aoad� ­6 A. B.- Radineed S"i Ditseviiarg andvilelille upon trealosisk F. WA arp*1 Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 12?1&2021 Product Approval Application Detail CAQ Entinvor Data ago also Pending pat. 7W. Vorson Manufacturer Contact Etrairrit.&I.I.ents validated BY valloatitil submitted F5C Approve! Annecy. Status Affirmation 2020 Smart Vent Products. Michael Grand. Her— F. Ameno P.E. Look. ��dl.n F.E 12/1 SU2020 12116/2020 12128/2020 Apiadued Category: Structural Components �877) 441-83U PE-7375 (334) 300-1800 Subcategory-. Proddas Introduced sea Resuli of lmodemni cism NewToohn,bery CompI &no Method; E,,ell Report fto,n FlondaiRs;aterod Architect ora U­wd Florida Professional Engineer F 1.0822,101 presto Quality Assurance Apprint.diforrU.. Appl-onrad for Us, Impact 0.910., 2191 Rnri D­101cm conni Date M, HV1­Z Outside HVJZ Resistant pnia,mns 1 D al Function Flood and Ventlation Vain Y.a yre NYA .1001-100 Sm.dV,M Mods 2 1#1540-5 1 D,ai F ... tion Flood and V-filation Vent 12131/2,323 Yen Y_ MIA 100AIN 3 SmarlVan M d � #1540 520 hsulated Flood Vent IMir2O 3 Y. Y11 MIA .1001100 4 smsd= M10d, #1540-521 Insulated Flood Vent 1 2131 f2 M yd� Y.. MIA �l ODA 00 5 smarlVerit Mool 1 #1 54M24 IfIloll G-ge Door Fil Vent yed ya, NIA N/A 6 smarl M fl 171 712123 Wood Wall ln:uated Flood Vent 2)W20023 Y � Yed N/A -10 A100 S14' Sm.,.t .0t did. 0 40- '74 14.5&quot: G re ge Door Flood Vent I M112 � yea Y. IVA rVA Cod. T­ Vindsion ManufacLurer 2070 Drexel Metals. ]no Category: Roolling Subcategory: Metal floating C:,MpllawQ Method; Eauation Repon from a �l orma Regloerad Amhfibadl r a Licensed Fildrida P,dreeIl.n.1 Enrol ... I FILIM76n,145 Flonlunde 8" # �1_1 ""I"a. Numdar or Na 1 1". 1 M .1 R 'fing System, Florida Department ofBusiness & Professional Regulation Building Codes and Standards Product Approval Application Detail Contact Emniniasr & L,,,n,, valences] 13', Jasom Shumate Zachary R. crest Locire, Bo,.idan P�E. f5021303-1511 PE-74021 (3341300-1800 r�hu-tdgldne.met.adm page 1 nn 1 Ir14?M1 Date Car- Date Pandirea Data V.11,11.1tind sumnited IFBC Approved Armar-, Status 08rl W2020 0810912020 08120,2020 1 Oil 3120 20 Appr-d OuallivAscitirmcd Approved for Use ApproyediforUnd, I.P.,J Dandon product Desolation Conlenli-r"IrMlon Date lnHVHZ Purskle HVHZ Re.leant lcra.sunt DMG 1 OONS, DMC 1508S. DMC 175S. DMG 2008, 2t3li2025 Yea No MIA �(W_180 DMC5V Florida Department of Business & Professional Regulation Page 2 _. Building Codes and Standards 31612U23 Product Approval Application Detail Cod. enthy . Data 9512. Data pending cars IlUM! Version AdOuldocI contact Encimner & License Validated By salithred Submitted FHC Approval Ado.- Status Revid on 20,20 7hermi Corporation Vve Jaspers. Lyndon F_ Schmidt. P.E. Ryan J Kqg. P. E. D4115n021 12oV2020 04/22J2021 Q6JOaf2D21 Appr-d CategM: Exterior Onors C800) 843-7628 PE_ 43409 (81M 767-6555 SubCateDofy: Swinging �atedor Door Assemblies slaSpersornQthermatrud Compliance Method: Evaluation Robot from a m Florida RegistamdArdhitect or a Licensed Florida Fl,ofieW.nat Engineer FUJ204SR_R5 Products Ouality Aasciesto Are-sed f- U- Addro-d for Lee 1,-t a- ftt1!!�l,,Nm1bar or earn, product geso,il ConlEa=11m Pat. in HVHZ outside HVH R..I.ant laressurre, 1 a ber-Osain, .�d Sarn.dth-sl., Nominal 6&#39:s aquotimpect8quot: opaque 0. No Y.a Y.. N/A Composite Edge Filbarglans, Single Door (InewinglOulowing X configuration) 2 b Themir-Trit Ficar-Ca5sle and Smooth-Sair N-k,.l 6&#39;B &quc1;l.p.dt&qu.t: Opaque l2f3l(2028 No Y., yes N(A Ccano-ite Edge FlIbergims Single Door with (ImwilngiOutswing: XO. OX or OXO configurations) 3 c. Therma-7m Ftner-Clasniic and 8mockh-8tar Nominal 6�439:6 kpot.limpact8oddr; Opaque 12/3112026 No ye� yes N(A 4 d. Therins4ni Pild-Cr­ic, and Sradoth,8td, 5 a. TIi Flo -Classic and Smooth-Ser 6 f Thernst-Tro Fiber-0­1c and Smooth -Star I g. The­T,. Flo-Cle.ic and S.-th-Sta, E h. The­-7,u Frib-CI ... ii� ..d Snrooth-St,r 9 1 Therma-Tru Fiber -Classic and Smool 10 j, Therma-Tru Fibu-Clessic and Smooth -Star 11 11. Therma-Tru Fliber-Clesslo and Smanoth-8tar 12 1, ]1,­-7r, Fib-Clean,id and Sm,oth-Star 11 in Trerma-TruFIbor,CI­ic and Smooth -Star 14 r. Therme-lini Pilb-Clitnein and Sxrocdlh�tat.r 15 o. TbD=a-Tru Fllber-Uanic and Smodth-Sbur 16 in. Thn­Tru Flib-ClassIn and Smdoth�Star 17 q. Trearra-Tru Fllbe,-Olam ad Smodsh-Scir Comi Edge Fliberpl.. Double D... W14h or u4ii-but Widiftes fln-grg/Out-ing: XXor OXXO d.n1,ursti­) Nci 6&#39:0 iq..t;JmoxoiiLqudt. Opaque comp.eite Edge I'llborgil Single Doo, A ..rrg­tida� Momi'n, 8&1 lid"da;impoctiuciricit opaque Cbrnlpo4t, Edge Fiberglass Siride Doorwith SidlcliWa) fina-wIngiOut-rig; XO, OXor OXO corfigur", on.) Ndrrdned 88439,0 &q­t:Imp Opaque a' __p,c5iW Edge I'llergea. Double Ddraith .itho,d Sid" "I XX ., OXXO configuration') Nominal 6 .19,8 &qrmt:ImP.ct&quoo Glazed C-p..t. edge Flhangl­ SnVe [).or it (Inci,inglOunswing: X con1guraton) Nominal 6&#39�8 &ucoet;Innp-d,&q­t; (31 .. d Composite Edge Fiberglass Single Do., ,,!in andenit(s (In$wIng�OudwiK:XO,oXorO)(O config,=,dre, Nminal6&#3Q:8&,qjot;lmpav&cluc,t. Clued Come. Its Edge Fiberglass Double D.­ith or mth cut SIHIB[ItES (Ir1sWnglDmWIn9; XX or CXXO doqfil�rationsi I.in.1 a&#39:0 &qdt;lmp.,I&qut Glued Composite Edge Fiberglass Single Door (Insaing[OLIS-olng: X ­11gUran.f) N inel 8&#39;0 &�dAmp.oftl6quot; Glued C:pdSha Edge Fiberglass Simple Dor.ith iddait.0i fln-IngiCuawng; XO, OX or OXO cidinfigurational Nommal 88#3" 6.qqot;Imrdxdr&.qdot Glued C. 7 posts Edge Fibergra- Double Door An without 8,d,4bcs (IneingiClutereirrig; )Vov CIMO comfig, inalocs) Mon. 6&#3' :8 S.qudI:I.p.dt&qi Clued Moll Open Composite Edge Fl b"gle"S Sn"t. Door fl-11119nou"Mrsy X dxfig,,ned.n) Nomil"I 6�#39:8 Glazed I'J.Ided open Composite, Edp Fbarghel Single Doo, �'tln .,a-d M.Id.d Op. SldelWs) a lln-ingfOul-laq; XO, Ox or Coro config-u-') Nominal G&#39;8&qud1;Jmp,d&qudL Glazed M.1d.d! Open Composite Edge Fildergi-a 1) bl. Door wift, or .1th-t Gazed Molded open Gicielines (nwinglOuteawthg; XX or OXXO bonfiguratiorls) N.h,nn.1 69#39:8 &.qqW:ImpectLqLt! Oidequ. Comp..ite Ed' a Filb.,glan, Single 0--fth M.1ded Open Sidelite(s) (InsWingiOutwing: XO, OX ., OXO d.rifigurd".ns) Nominal 6&#39;8 Opdae Composts Edge Fib.,gls. Double D.ornfth or wth,art Glazed Manded open Sidelitag (InwArg/Outs-ving; XX or OXXO nonfigurailons) 1=112026 M. Y.a yes M/A 12131/2026 Ho Y., Yes NIA 12131PO26 No Ya, Yen; N/A 1213117026 No Yea yen N/A 12131,l2028 No yen yea N/A iMl/2026 No yes Yes MA 12131n02s Nkc 'res Y_ MIA 121.31i2o2c NO Yo Yes NIA 12P3112026 No yea yea MIA i2i3l/21326 No Y's Y. N/A i2MV2026 N. yen yed N/A 1213112026 No Yes Yes NA 121'31 f2 02E No Yes Y.d WA 12131,2026 NO yes year MIA Florida Department of Business & Professional Regulation Page I at Building Codes and Standards lF1f2Q21 Product Approval Application Detail code EmIN or Date care Data Pandlinit Data TV-- Version M,-fctur,r Contact annon,ar & U-nn, Validated Validated submitted FrIiIC Am-,,] Aundsoxed Status R-1.1on 2020 PGTindustries J­ R.ed-ki Nflami-Dade BCCO - CER MWml­Q�d. QCCQ - VAL 1111TIM20 l0n&=20 11124f2020 Approved caningery: E-rk,r 0­ tg4l) 406-0110 (7416� 315-2590 sm,C�'.g.ry: Sliding Ext.Nd, O.or Anniembfira J.c-kI@ldgtI1dutraac conamianca Method: Certification Mark a Listing on FL#251-R33 arodu.ti, Q­Ih A ... r,n,, Aupicrosed for Us, Amerdmol fror Jae knoset D,si,m Sao # enkLitna MoL.1-Numb. or Name Prord-t 0 ... Option Contract Expiration Data In NvIH7 Outsida HVKZ Resistwil, pa-. a S.D-V Mung� Minch, Impact) Vnd,1 Sluding Glass Dcx "14UG21 Yea Y_ Y_ N/A March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET (2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer P rodu ct Der scri pti on Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm lFiber-Classic A. SWINGING aTru and Smooth -Star (NON -IMPACT) FL20461.1 +6T 0/-67.0 psf 12/31/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) Fl 90468 +67.0/-67.0 psf 12/31/2026 The rm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332A - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205,03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (BX7) 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 Divis ion of AA DG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 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 F1 239.2 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 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60�O psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 Pella Corporation Series 10120 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261 � 1 N/A 512612026 E . OTHER 3. PANEL WALL A, SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL1 3192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Sofit FL16544 R5 +54.2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124A N/A 12/1612025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Undedayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (fbr Tile Roof) POLYSTICKTU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 919/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/3112025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMIC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/3112025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels, FL15076.1 - FL15076.2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storrn Panels FL17869A NIA 12/31/2023 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 NIA 1,2/31/2024 MiTek Industries, Inc, Truss Plates FL2197.1 - FL2197.5 111 12/31/2024 C� ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL lCommercial Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Concrete Products, Inc. High Strength Concrete Lintels FL1774 IVA 5/25/2024 The products listed below did not demonstrate product approval at plan re\Aew.. I understand that at the time of inspection of these products, the following infbrmation 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 I of 3 Building Codes and Standards 1f25(2D22 Product Approval Application Detail EAR Cod. Entity or Date Date Date Pending Date Type Versa Manufacture con Validated By Validated submitted 1`13C Approval Approved status Revision 2020 Therma-Tru Corporation Ste,,a Jasperson Lyndon F. Schmidt, PF Ryan J King, RE- 0712312020 0711212020 07129/2M l0fl[Si2020 Aplowed Cai:Wry: Exterior Doors (800) 843-7628 PE-43409 (813) 767-6555 SLoCeitagory: Swriging Exterior Door Assambliea gJaspe,snothemmitru.d. compliance Method: Evaluation Reportfrom a ­­ ­­.­ ­­­ I ­­­ ­­. sel 0 E�roduclisoclal NomberorNnime Product Dia-hotion a 7,;7-- 1 rm.�Tm " ber-Classic and Smordiffi-Star Nominal 6&939;8 &quct lmpect&quot Opaque Composite Edge Fiberglass Single Door il-Wng/Ourt-Ang; X do,fig�,aii.n) 2 b. Thomr.-Tri. Filher-Classid and Smorth-Star Nominal 6&#39:8 &quortimpacIN,quot, Opaque Edge Fiberglass Single D­Wth aidelite (s) gn-inigiOutswri XO, OX or OXC configurations) 3 G, Thierma-Tru Fiber-Clasalc and Smooth -Star Nominal Wn 6 Squot,impsIcAquot Opaque ComposteEdill Fiberglass Double Libor Wth or ��4thoutSidelite:(In�ingiOutwjirkg,XXo�OXXO counfigmati.,$) 4 d Thearma-Tru FbenClassic and Smdcth�Star Nominal 8&#3S;D&qurbtImpadl Opaque Composite Edge Fiberglass single Door 0 n5wilglOutwitrig; X configuration) 5 Thearm.-T. Rb.,Cl...i. and Smooffi-8t., Nmin2l 8&9,9;0 &qut;impd&quc&., Opaque Composite Edge Fiberglass Single DdiorWth Sclelits(s) (Inewngloutirwig, XO, OX or OXO configuration 5) 6 F Therms-Tru Filb-Classic and Smauth-Star Nominal 8&939;D &qwt:fmpact&qucd Cp-bus, Composite Eoge Fiberglass Double Door Wth on wthoutSid.1co. (hromingi/Outswing: XX or WO10 coinfiguration ') T 9 Therma-Tru FlbanClassic and 9mooth-Star Nomm.1 6&9398 &qutlmp..t&q.bt. Gluend Composts Edge Fiberglass Single Door (InsiningfOutswing; X­figuralion) 8 h. Tharmi Rper-Classio and Stmooth-Star Nominal W319',6 &quOt:Impact&quol; Glued Oompositis Edge Fiberglass Single Dci Sideliae(a) (InrawrgjtOutayong; XO, OX or OXO configuration -) 9 i 7herma-Tru Fibe,Classd and Smooth -Star Nominal 6&#39:8 &quctAmPaot&quct, Glued Composite Edge Fiberglass Double Door with or vothoutSidl (In-InglYCot-ing, XX.r OXXO configurations) 10 1 Themn.-Tru c1bar-Clarislo and Sm.oth-Star Nominal n#39,0 &quotImpactilquot: Glazed C�mfdcate Edgi - Fiberglass Single Door (In-inglCub-Ilgi; X do figuration) 11 k, ThaamR-Trb Fiber.Claselo and Smooth -Star N.Mins, M#. 1 0 &qUbt;lmpQct&quo1 Glazed Composite Edge Fiberglass Single Doorsth 'i3idl 0navvmq1OutsWrl;L XO, OX or OXO configurations) 12 1 Therma-Tru Fbrrr�Clinsasc and Simboth-Star Nominal 8&00;0 %quQt;Impadt&quot, G lued Composite Edge Fibegla. Double boor With on Wthout Sidelines (Ine,singJOutswing; XX or =10 configurations) 13 m, Therma-Tiu Fbar-Classid and Smooth -Star Nominal 6&939: 5 &quotImpact&quot: Opaque Composite Edge Fiberglass Single D.orA]h aquotrJon-ImpacAquot; SIdellte(s) (InevAingirOutravAng; YQ, OX QrOXO configurations) 14 n. Therrna-Trut Floa,�Cfiassld and Snx,,,th-Star Nominal 6&#39 8 &quot�Jmp.c1,&qct,, Good - Composite Edo. Fiberglass Double Door Mth &quOt;Ndm_IhqP­b&quot: Sideltes, (Inomt-WOutsWrig; OXXO QOnfiguriation) 15 0. Tharma-T. Fib.,Cldn.id and Sm-th-Ster Nominal 6&#a9:0&q..tJmpc,&qVbt Opanclu. Composite Edge Fiberglass Single Doo,Wth &quoI;Non-Impact&quot; Sidefte(s) im- . Ingf/Outswing; XC, OX or CADconfigurabons) 16 p. Thermi FlIber,Classlo and Emooth-Star Nominal 8&#39;0 &qut;l.p..t&qdcd. Opaque -onlrodisite Edge Fiberglass Double Docin' with &q.ot,Ncm'Innp.ci&q..t; Sid.libes (In.Qngf0WaA,q; OXXO configuration) 17 Thamn.-Tru Fro-Cl-ri. and Sm-th-SW Nrdmin.f 6"3g;8 &qu,,dNon-1mpacI opaque Composite Edge Fiberglass Single Door flne,ningliOuraWng; X configuration) 18 r. Therma-Tru Filbea-Classio and Smooth -Star Nominal 58AWS 6,qudrt:N.m-Jmp.ct&q..t Opaque, Composite Edge Finbergiase Single Doorwth Sdefita(s) (InnimAnWOut-ing XO, OX or OXO donfigurall.ne) 19 s. Tirvarmia-Tru Filiber-Classio and Smooth -Star Nominal 6&#39;S &quot;Non-lmpadt&quot Opaque Compost a Edge Fiberglass Double Dow With or Wth.utSidalit.. (In-Jng,10utsw, Ing. XXorOXXO configurations) 20 t, Therms-Tru Filb-Classic and Smoci Nominal 8&#39:0 %quot:Non-Impact8kquox. Opaque Comp"itt Edge Fiberglass Single Do., (msWngJObts,nAng; X ­fit"'i") 21 u. Thernmat-Tru FiborClassic and Smooth -Star Nominal 8&939:0 &quot=-]mpact&quot Opaque Composite Edge Fiberglass Single Dodr�nijtlh Scle,[Ws) (InevAnWOuttimno: XO, OX or OXID comflo ` ancri 22 Y_ Therma-Tm Fiber -Classic and Smidoth-Star Nominal 8&439;0 &q..t;Ndrn-Imp@ct&q--I,, Open - Composite Edge Fiberglass Double Door Wth or Wth.ut Sidelites X4 ., OXXO configurations) 23 w. Thermse-l-ni Fb­Qqssic and 5mcoth-Sha, Nominal Wil39;8 &qwct;Non-Impadt8iquQt; Glazed C -omposite Edge Fiberglaw Single Door fi ranAingioutswingi: X configuration) 24 k Therma-Tru Fibar-Claszic and Smooth -Star Nominal 6&939;6 &quot.Non-lmpa0&quot; Glazed Gomposte Edge Flberglas' Sll Door with sldeliba(.) on.WrigitiOul.Wrig; XO, OX or OXO configuration.) 25 y- Therms -TrU Finder-Classid and Smooth-Stor Nominal 5&#39;8 &qLctNdrn-Impact&qLot; Glazed Composite Edge Fberglass Double Door VAth or s,41,1i Sid.11tes (In-Ing/Oubsntingn XX ot CXXQ wrifigursti.m.) 26 z. Theurrna-Tru Floar-Classic and Sirnooth-Sbir Nominal 8&039:0 &quot:Non.Impacr&qu6t, Gazed Composite Edge Fiberglass Single Door (InewrigifOurtswing; )(configursation) 27 za. Thernma-Trut Filber-Clareeid and Smooth -Star Nominal SW9:0 &quct;Ncm-Impact&qudrt; Glazed Composite, Edge F�bngi... Single Door with Sid.] it.(.) (I ­WralOi.rtsw ng; XC, CX or OXO config. `aliona� 28 zb. Themnine-Tru Fiber-Claseid and Smooth-Stor Nominal 8&#39:0 &qudt.N--Impach&qub; GI`ddI Composite Edge Fiberglass Double Door Ath or Vvithout Sidelines InswingfOutswing; >C(or OXXO configurations) QUalityAganumno, ApprowdforUst, Appm,adforriUse lmm,t Design Contract Expiration D.b. in HVHZ outside HVHZ Resistant pressure 12J3112022 ye. Yes Y.s N(A 1 2J3I 12022 Yea Y­ a' e N(A 1 �J31 M22 Yea. Yee yes NfA CD 12,31 f2O22 Y Y.. Nl - - C= CE, 12J31)2022 Y.. Y -, l CL. g- CE, C.11� 12J3112022 Yes Ye. Yes, Y, 4A U, CZ, Ca -:1 ­4 1 213112D22 Yea Y I 2J31 12022 Y as C%4y- Yes IM =_ 1 2J31f2022 Y­ Z1> 12J31M22 Y.. Y05 Yes NIA l2J31r2D22 Yes Yet, Yes NtA 12J3112022 Yea Yes yes NfA 1 2J2ll J2022 Y.. ye. Y.& NfA 12J3lf2022 Yes Yes. Yes WA 1 MI 12022 yes y- Y_ NIA 1 M1 f2O22 Y_ Y.S Yea NIA 1 W1 f2O22 Yes, Y.. No NfA 12131f2022 yea Y.. No NfA 1 n1 121322 Y­ Y.a No NIA 12)3112022 Y's Y_ No NfA 12)3112022 Y. Yes No NIA 12)31=22 Yin. Y­ No MIA 112Y31/2022 Y.. Y.. No NIA 1213112022 Y.5 Y­ No WA 12131)2022 Yes Yes No MIA 12J31J2022 Y.. Y.. No NfA 121SV2022 Yes, Yiss No MIA 1213112022 ytra ye. No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 2 1 WD21 code Emits. Date Me Date Pencind Me In, -a vipredin Mainufactune, Cirr4act a Urai validated Re all submitted L CAmm.xaI Aria-vael Star.. Re,As.n 2020 MI Wnd-s and Do- Brent Stringer Luis Roberto Lomas Steven A Urich. PE 1 010612020 IWG/2020 IW1912020 1215,2020 Appir-cl Cm.grd,,,. Exterior Doors (717) 3M-3300 PE-82514 C717) 31 T-8454 "Category: siding Exterior Door Anamblies beflinger@mmd.... Combil ce Method: Esalustim Repott from a Florid. Rgi t ... d Architect on . Licensed Fl.ncls "none as ic-I Engineer Quallty AsIturan.0 Approyol for Use Approved for Ust, Inne..1 logell $00# M_MdAeIL!mmbirr or Name Product Dealing". C-tr=,, 04. In HVHZ Outside HVHZ Resircent Pressure 1 420 MINUM $Go SERIES 420 ALUMINUM 13GD OXO No Y. No MIA 145-31"qridt�180&qure: NON -REINFORCED 2 SER12S 420 ALUMINUM SGO SERIES 420 ALUMINUMSGD OX. XO,)Q� 12OV2024 No No N/A 96&drudr;,8O ot NON -REINFORCED aqu 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 42CALU 12,3112024 N. No M/A 145,314&q u ":x96"qud`; 4 SERIES 420ALUMINUM EGO REINFORCED SERIES 420ALUMINUM SOD REINFORCED OX. 1213112024 No yea No NYA XO. xx�6&ilumomquot 5 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM a0l) REINFORCED XKK 17)3112024 No 'r. No NPA l4z&qd.I:,S6?,o�dt, Code Type version Manufacturer R.,Aai.n 2D20 War a. Dalton, , d,ision of Overr a a d Door Corporation Category Exterior D.- S.IaCithigary: Sectional Extend, 0-rAtsernbli. Cdmpfl ­ Method: E-luittlon Rep.,throm Ronds RoglenareclArchlbot or a Licensed Fields Professional Engineer F08248-RZO'Productue sau A Pl= Media. Nual or Narm, 3 SO 0VU00 #1105 10 8000,iill 001a 200 #1123 11 60 00161 ON620 0 #112 4 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail A. P... I of2 102021 lintirly o Debt Dal Data pordina 2212. C002A Endlimae & Did— validated By valictaigi submitted FDCAppra,val Approved Dwsyne Koni J.h E. Sd.Ls Jeffrey P. Anr ... r. PE, I D11 2ZO 20 09r,912020 lornnow I �Jl 6120 20 Approed (��D)763-8121 PE-51?37 (904) 821-5200 dbomishQ.ayne-daitim c om Rocaltial 11111, 11dirrolind 11r Ill. hrm.ct op.mm pirodurdt Descriptor, In HVHZ outside HvH Resistant lane"ure 9&#39. Max wiclin, I 403Sr Max height. Glazing 1213l,2023 No Yea Y. 431,0&35.00 -Ilable in top or intermediate uctlarr IW39; Max Ibld1h, 1484$9� Max height Olaning 1=12023 No yon Y.0 available in top of ri,miedlints section. 16MS Mad .1dill. 14W9 Mar height. Gazing l213112023 No Yes Yea -34A01-38,3O A,afiblble In top or inbermedlet. section, Florida Department of Business & Professional Regulation Building Codes and Sta nclards; Product Approval Application Detail Page I a 1 1512D21 Cod. Entity . Data Data cate Remind Dat. ZXM V,r,[- Manufacturer Contact End— & U..-. V.fidatad M Validated stillamitleci FHC A-M Ardinosed Status R-i'lon 2020 Curriss0tviewor[AADG, Inc Tom Rattay ILL LLG Tray "I""' P-E 121 Jn02O 12101nO20 12121M20 Appr-d Categary, Exterior Doors �641) 494-2813 ii)54�F,47_0880 subcategory: EidedorDbor Components Compliance Method: Certification Mark or I-lating F601537-RO Pincial.c1% ApproyedforUse App,.e.d f-qr Use Impact Posign a-- # product M,d,l. 1,numbar te: Maine Product Descriatim, r 1. HVHZ outside HVINZ Resistant praniam 1 607, 71)T� 72T T47, 757, 77T and 847 Si,gln.nd Pairs of Flush, Glazed , and Louvered singleand pairs or 12J31J2025 yes Y�, N/A Dors holow metal doors - Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.9a 1 of 2 11512D21 Code Entity or Data Data Data Pending fter". mine vensipin Manuffacture Enaha,r & License VIid,led UX suitcrOlmal FEG Anim.-I A,,,..ed stud., Ii "In 2D21 91 Window.s and Doors Br.rt tiftlinger American Architectura I Sc,,on M Lawn. PE I VIU2020 1 li1712020 1112W2020 Approaed Category; Wridows C 717) 365-3300 Me nu factianea Anaddi.J­ �r17 ) 31 7-8454 Subcategory: Single Hung bsiUingerQmwd.c,m Compliance Method: CWHeation Mark a Listing QW41ft Assurance Approvedifor Use Addir ... it for Uad Inmect Deal,, suarl FrLdu Model, Number or Name Inneill Description Ccmrra�L care In HVHZ Outside HVH Resistant Pleasure 2 lab 52X72 FinfFlarge Frame IGISG Single Hung I O=n No Yes NO 601-60 Laminated Glass, U) -Fu >0 W (:L) (3) CL CL 0 0 CD 4-0 (n M 0 M (n 2 0 0 LL 0 > Cn - (n E C0 0 r M -0 40 . EZ -4-1' Cf) FrA Iff IF Cn L. CD E Cn C0 > 0 > 11i.- CDL 0 CDL < L. 0 U) C0 =:3 < -0 0 C0 LLJ < (3) SHEET NOL PA 1.0. _4_J (3) (3) 1 = 1 Florida Department of Business& Professional Regulation P.O. 6 of G . Florida Department of Business & Professional Regulation page 1 df I Florida Department of Business & Professional Regulation page I of I Florida Department of Business & Professional Regulation Page I "I U) -M (D .+, -0 > 0 Building Codes and Standards 1/2512022 Building codes and Standards 152021 Building Codes and Standards i6rJ21 Building Codes and Standards I 111-1c, r- _0 Product Approval Application Deta If Product Approval Application Dets 11 Product Approval Application Detail Product Approval Application Detail L_ III = 0_ 0 0) a) 0-0 %_ 1. ��' ..�� � . " LL , I - rt� � - , , , Pti'�­��i"�"k - - 11 - � L ;",�,�,L�l",��'ll"Yl�ll'�'I'�' "� n_-�'d , , e "7 A , 'Ve"'�id��ds;A'�-'%w � I � . ' . 7 , I'll 7 LLL � ­ � M,V- % ,i'_ '.'�'t`�%-��Y��' ,I " '1,�� �� ' 2 I ' If", 271 R11 , -,-,����,��4i,.�,,�V��,,����i,"9�,�IP'�,-,�'�'�, , , , , � __ ,m� , " ,� ., - " 'Zc �%"_' '�' '4� im TZ�"­�' , " , , - '� �'3i,d _"" �V9&� , - " -i'm r a P ,,,, ,,, W-W �m.n��""'v'g 'ggg*7 ���-�"",;e,-,�4��'��r,,�"",����I -"t",T1, 2 - '- ,,,, " 'a , ", M" 1t'gPr�'L"n,,,'-""' "��-" , ,7t,�"$��?���,�,��,����,,�,,tl�ll,�'llI g ,i�r- '' L""�,,;,","',"�"'�,',",'�,,�,,",'�,�'I '4"' "," -,"" Code Entity a Pat Data Datelaendina Date � _1 �' '' I '1100 , - 't -, o-do '��_L.�"'_r­�­"�' ,' AN '."_,--'�"- -11" 3��"� 'riti"', - IR �v, AM"A", rK = M -0 a- . im Version Manufacture Contact Emarreser&I-Mcam- Validated 5 Validated submitted FBC AvergIval Approved Statu Code Entity a Us oat" Data Permifin, R& Code Entilvor Data Data ca" Pending DXS 7"as V,,.j,n Manufactunar Entity or Data Ewe owe Pending Contact Engineer& Ll.-fi& V.Iid.t.d BV Validated submitted F9C Aracrusal Data A,,,,Y,d am. . - _11-0 a) a) R-i.i., 21320 Th.r..-T,. Cerp-ti.. Steve Ja.p.,..n Lyndon F Sol, rineff. R E Ryan J. Kimg, P. E, 10i 0911 8=21 1011312021 12/15�2021 App .... d Type Version Manufacturer contact engineer A License Validated 5v Validated submitted PSCApyroval Approved state. T"Fer Viscamn rearrabi,trina, contact Erdn,,r& Lucame. V,flialamd Iry Validated Sullanaltmel FaC Approval Apuavull arm, Revision 2020 MI Wiri Door% Brant StUager Steven Urch, PE 0)0 _...' U) .4, Category: atefl.r DoQn, �800) 643-7M PF-43409 (B1 3) 767-6555 Affirrinatian 2020 PGT Industries Jens R­akI kilheimi-Diuche SOCO - CER MI'MILD.d. ECCO - VAL 111050020 IV0512020 1111112020 Approved Revision 2020 MI Wirdlovet and Doors BrentSionger American Architectmal Steven M. UrIch. PE 10MV2020 IMU2020 10119,2020 Approved and Category: Wind,nvs Ann.deun Architectural M. 11nM020 11122/2020 I 717) 30-33M Manufactures As,cciifflon f7l-() 317-8454 11=020 ApIPP,ved = . - SpIsCatagory: Swinging EAcr,or DQcrAa*rsmbI;Cs siasperson@tInsimatru.co Category: Wrd­ (941) 406-0100 (786) 315-2590 Caregiout, Vir,daws (717) 365.3300 M.aula.t.n.'sAstrociatich (717) 317-8454 SuilaCed.g.rF. Riosd id,ftlan"antud... Compliance Method: Evaluation Report from a on Subcategory: Snge Hung jr,sewsuQpgaindustartax - SulaCategarry: Horizortail Slider Compliance Method: Owfification Mark Usting tpsItIIngaaP_mI,rd.cem Ccumplistre. Method; Cart,go.6- Mark or Listing (111 -0 0 -0 Florida Registered Architect ors Lidersed Florida Professional Engineer Compliancefill,thind: CanificatUor Mark or Lfirfimg or _a n#23OA28 Radii FLAIMM-1411 Products FUMsUg-RIal Products = 2 -2 = (3) I'L920i Products ty Assurance Amranard for Us, Approved for Use firrariet Damon Quality Assurance Approved far Us. Appro,tud for use haired Design QuoiltyAusolarti A .... vadf,irts, A .... vied far Us, Impaid Damon 0 O_ = 0 .:g: Quality Assiduyn Aprigovedifider-Use ApprovedfigrUse Impact 0-lan luhu# Product Model. Number or Name coqual Pimuddlet Description rated Expiration Date hl HVHZ 0.1sid. HVFiZ R4.1.1.11t Pressor. a-# Product Model, Number or Namit Product Descripi O.m- E.Wrathm 04, in HVHZ Qutgkk, HVHZ li,slat-1 Sao* Product Model. NUmber or Nam Product Descriptlo, -(-I E,apirallign cars In HVHZ outside HVHZ C Resistant Pressure = Seq 4 Product Model. Number or Name Product Description Contract Expiration us Date in HVHZ outside HVHZ Resistant Pressure 2 GH5500 (Large Missile fir,p.cl) Vinyl Stage H-guMind- OV30=25 V - Y­ Yer N)A 1 185 PW 73 . 72 redl.tiad GI.- 041OM02S No yes, No -i-i3of-Go 0 LL_ = — i HS 1A6 Fin .ndFl..ga Frurns 73.62 I ­Iaad GI ... 02J1M024 No Y. No -551-55 - - M -4.- M I aL Therma-Trw I'der-Chassic, and8mouth-Star Nomiral W30:8 %qudat Non-Impactilquat; Opaque 1213112022 Composite Edge Fiberglass Single Door No Y_ No NIA fi'_ 0 M > 11rawngfOrravAng; X configuration) = C) 2 b. Thermi FIber-reask, and Smooth -Star Nominal 68,439;0 &quotilon-ImparAquot Opaque 12131/2022 No Yes No MIA 0 .D 2 Composite Edge Fiberglass Single Door with (D Sidelite(s) (I nswnglOutswingi XO, OX or OXO - �9 CJ) L_ _�_J CL oomfi iimfi­� " I C/) M !E CD 3 c. Thermsi-Tru Fiber.ClassionmeSmooth-Star in Nomgal 6&039;8 1%quot-Nmin-ImpactlikIlurct: Opaque 1 ?J3112022 No yes No NJA 0 40 M _�_`P - Fit'. '� Posit. Edge Di Odor win or .-C-2 - ___ .= = � - I Z2. I,- = �_ = W < t Without Sid.lite. (I nsvvm91O.ttPv,ng: XX or Ci - C2. V , -0 - . ccinfigurstidm�) cc C-:1 C� - - cc IN. 4 cl Therma-Tru Fiber-Clai and Smath-Star Nominal 7&#3Q 0 &qrat:Nou-Imp.da6qdct: Opaque 1213V2022 No Yes No NA I Cft � .t� LA_ in . Cc C= ­ Composite Edge Fiberg ass Single Door (Ina,mg/Oui X ocinfiguration) 5 e Themnia-Tru FIber-Classic, and Smacth-Star N ominal 7&#W,O 8quoLNon-ImFaot&quot; Opaque 12J31/2022 Com Pasta Edge Fiberglass Single Door with No yes No MIA C_j C�. '.' ,_ V) .IW C= �� W W 1 S16I (Ins%�AnlgiOutsviigg. XO. OX or OXO �Rj C'A . - I .,:f 6 f, Therma-Tru Fllder�ClasslG and Smooth-Staf dordfi' unatlicns) Nominal 6&#39;0 &quot;Non­Impach&quct­ Opaque 12131t2022 No Yes No NiA Florida Department of Business & Professional Regulation Pag. I art Florida Department of Business & professional Regulation P." I eii Florida Dispartment of Business & Professional Regulation ,---!5 = M . ZW - t Composite Edge Fiberglass Sing Le Door Building Codes and Standards 10312D21 Building Codes arid Standards 1 t5m2i Building Codes and Standards ­1 .5; M& � 1= (IrsavingfOutswing� X configuration) I C, 7 g. Thisami Fib.,01gs-ic and Smooth -St., Nominal 8&#3g;0 &qd.t;N.n­InnpaF,Mq.Q� Opaque 1213jr2Q22 No Y_ No NA 0, = 0 :Z Composite Edge Fbiarglass5inglia Door vAh Product Approval Application Detail ProdUCtApproval Application Detail Product Approval Application Detail I,- � I 3: -�- �_' - 8 th, Thermi Fiber-Classio and Smooth -Star Sid.lift.(.) (In ... ingifOutswing; XO, OX or CXO configurations) Nominal 88.439�0 8quct;Nor­Impact&qui Opaque 12181�2022 No Y_ No NA .'Ihq_ 1 "I I I.. " � e."L ' ' ,f'�,,',� , -, 'I'�llr,-.f�--,,�,,��",��147--",t,f�",t��,��.�,�,,,,, ,,, �@'ii,7 -' -­"-X1'­v­ - " �� '- � tn&�'r-'-f' , 6- %L�' '7 ��'�"�i, "-'.', ���­'; �97,W,..,-",�-,'��,��,,�-,�,,�-,.��.�,',�,�,-L ­-, --,3�fti , �: �;�Le�L'� ,�- �A- ­ 11 ` li� " _" ffl,R-N _1 �­w ci� 1�'P��"�; - - ,,,, ox L I - " , , T go , �N M 4 Q , , 5�� - " '00 , - �;�� ,�-2""�-11,��",���"""-,�', -tl� ....... L � '- - ,,I"-- "Q,", _ '�"' , --m.4v -N;*'.-YvoP.gR-�' ", i, , ­­ � -'-,',' " 4'_?t N� _"'-,3�'�'L_Z%�L"t',� '___ - LL ___ I ., I ','�'r��"-, tki""'� rh'L'�' il� �,',�14�1,'- ,'-'i�!'3 r�""_-� , " � , I � 11 �' "-g"'4'- , _ L - "' - I --- I - _'� I , .� � I " - _' , " I > , "�_','�"' . . .. �; L, j� _'10 ' �_,A_'�-111 �" " �111 - , _ � ,* - _�" -, ", "", 11 - _� � 11 A0 'V�Mrr"c!" M IWO ; - XV464-, 4� 0- M��M'_Q*' lmttt?iwf���?_o _ , , , _ ____ _' __ _ L - IL . I � - %, "', - �"�'z_n 11, '_' , , , �C �' _ " '�__"';_2� ... ' - - LL - 11 -i . ,_ - � 1 , _FV,d - , - _" - P Composite Edge Ficergloss Doubt& Door VAth at Without Sidelitass (Inawangiounawingi XX or OXXO Cade Entire - 2" Data Data linudirm Patil Cod- Enfilh, 61 Data Data ", paroinal Data Code Entits or� Ewa pass care Pimern. �� 'I .T 4 configuratiors) I TV're Version Mrigurnesdr- contest engineer & License ve�ldarrpd av Valuated Ularli FOIC Adysusal A,ar,s,4 $(at- T`pa Vmlw Manufacturer contact En,in,,t& Lioramr, V.U,I,(,d 0, Validated submitted! FDC A-roxn] Agge-, statu. Type version tranufsetturer Contact, Eaughmet, & 1.1cen. Validated By Validated submitted FBCAme­aI r ad 29aut, = 9 i. Thermi Fil�er-Claraio and Smooth -Star Nominal WW8 &quot:Non­Impact&qui Glazed 12/al,= No Yes No NA Affirractic, 2D20 PGTIndustrIn9 Jan. R­­kI MI..ii Ri - CBR Miliurni-D.d. BCCC - VAL 14105f2020 1110512020 11(1112020 Appnc,shd R,,A-i n 2020 MI Wind-. and D-s Brent sitlinger Wr R Lo­ PE Steven ". Urch. PE IO)OB12020 I0/06nD20 10)1l)t2I)2() 12115M20 Approved Afronatim 2020 PGT Industries Jens Rosowsu Mimmi-D.do FCCO-cER Mi.ml-D.d. B000 -VAL 11MM20 1 1,05=20 11111/2020 Approves% E Composite Edge Fiberglass Sing le Door C.Iog.ry: Wnd­a (941) 486-010D (786) 315-2590 Cal.gi:ay: Wind- (717) 355-3300 PE-13251 4 (717�317-U54 Cat.gi VV,,d­,. (941i 48OLOIDD (786) 315-25K - C= 1 (InsivingtOutswrigir X configuration) subcategory! Fixed JrdeaveskiQlctinoustraso Subcategory: Millions batfingerrililravd.corn subcategory! Mullions jrceowsklliircglindusmas,� CIL-(.� 10 J. Thermi Fiber -Classic and Shrooth-Star Nominal 6&939;8 &quo1%Non-Jmpadt&quot. Glazed 12131 M22 Composite Edge Ficergass Single Door vAth No y as No NUA camp I.r.. Mdh.d: CeIii on Mark c, Lii 9 .. C.aniplissinara Method: rvalustion Report t.. a Florida R"i't.ad Architect or. L*,..r-d Florida C.unrill.n.. Mathrod: Cartificsolksa Mark or Lhtimi .in � .0 Sidellie(s) tinsvAnglOui XQ OX or OXO PL*243.R24 Product Ptolf-si.inal Engine,, FLegitti-in3fergdfill 1, ddunfigurrstigm�) 11 k Thermi Filber-Cla5sic and Smooth -Star Nominal 68939:8 &quctrNon-Impacl&quot. Glazed 12131 i2022 No Yes No NIA ou.1it, Assurance Anorcistalfic,Uis, Aram-ludif.rUes, Impact li FL*I6a53.Ir15 Products Q-41h, Pusimning, A .... sed f., Us, Aag-adlartUru, morsel toaster Z Composite Edge I'doorgess Double Door with or a - A P,.6,rt Model, Number a, Name PreabFt Descried- Cohered rigairittlart Pat, in HVHZ Outside HVH Resistant Pressure S-00 P[WMI Model, Number or Name Product Description Contract 9kyliatlon care, 1r, HVHZ Wallis HVH Resistant Pieursure WithourtSidelites(Ins-evinglOutswing XXorOXXO 5 PW-5520 tLae,e MIi larpect! . Vins! Fixed Wnd- 04/3at2O25 Y_ Y_ yea MIA Quoilit, A-unim.. Amar-cialf.rUa. A--.d far Us. laresia, Darien 1 Millions for All Doors an d Wind ms Akiminum Mullions 05126,2025 Y. yes yes LVA configurations) I Se"I Product Matter Number antes- Product Dracriptlar Contract E-Liation 0.11 in HVHZ Outaldo HVHZ Resistant Pressure 12 1. Thermi Fider-Classr, and Smooth -Star Nominal 7&#39;C) &quct;Noi,Impact&quot Glazed 1213112022 NO Yes No NA 2 5784 Vartia.1 Aun,m.m M.Iii.a 12nM 024 N. yes Yes NJA Composite Edge Fiberglass Single Door (linsyi's"Ori X config.r.ti-) 13 m. Th---Tnu Fib.,-Clase. and Sm..th-St.r Nominal 7&93g;Q&q..t,N.,Imp.Fe1q,.t GI.x.d 12131=22 Comlacsite Edge Fiberglass Single Door wth No Y_ No NIA Sid.lbc(a) (Ima,yinglatui XQ OX or OXO configurationa) 14 n. Themna.T. Fib­Clsuss,i� and Sm-th-Star Nominal 8&#32:0 &quot%Non-mpaod&quo� Glazed 12t`31=22 No yes No NIA Z Composite Edge Flice,glass Single Door (Ins,,tingfOutswing; X contiguration) 15 o Th.,ma-Tro Frilb.­-Classir and Smoctin-Star Nominal 8&#39:0 &qd0t.Non-ImPact&quct. Glazed 12JS112022 No Yes No MIA Composite Edge Fiberglass Single Door ,dith Sidelitsi (Inswing/Owi XQ, OX or OXO Florida Department of Business & Professional Regulation page I of i Florida Department of Business & Professional Regulation Prige 2 of 2 Florida Department of Business & Professional Regulation P.ga 3 V4 is F. Therma-Trur Fber-Clasec and Smooth -Star contl unal Nominal 68#39:0 &quot,vion-Impact1quat: Glazed 12J310022 g No Yes No WA Building Codes and Standards 1 MM21 BuildingCodes, and Standards 10R2021 Building Coder and Standards Offi=23 Composite Edge Fiberglass Double Door with or �,Atlhout Sidelites (InswingfOulswing; XX or CXXO Product Detail Product Approval Application Detail Product Approval Application Detail donfigdmdarrs� Approval Application LU 17 q. Therma-Tru Fbar-Cla-ic and Sinnooth-Star Nominal r)8#39:13 &qqot:Non­Ihpad&qJat' Opaque 1213112022 No Yes No NIA - "I, ,ftl? I 11 � . . Q; I ' � W 11 "I 21 9 "A" Composite Edge Midar,glaes Single Door with 18 r. Therma-Tru Filber-Chasesia and Sondath-Ster Transom (ImAvngJOUtSWn9; OIXoc,rifiguration) Nominal 0&#39;8 &quct;Nor-Impadt&qui Opaque 121$112022 No Yes No NiA �".'­ -_ � L L I ��� � I � � 'L Code Mainly or DA. 21111. Me P,,dlna I Data Cod. Entit, ar- Data U a Date Pardirm 2112 Ccamp.ste Edge Fibeagi.s. Single O..­Ath Sid,lit,(&) and Transom (Intsmnef0disshrig. OfXO, OfOX or OfOXO -rifig.radden.) Cod. Tvmr V.,ics, Misuarfacturne, Revalen 2020 James Hardie Building Products, Inc. Entity or Data loda cane ese,dIng Date Ermioieer& Unserse, Validated Jh v.fidglat Submitted Fad Arscraval A,,r,-d Status Chad Diencks V, Andrew Ton John Southard. P.E. 01/05/2021 12/14,202O 01106)2021 ding FDC App,. 7"nur Wreon ru.n.r.au.ne Reviric, 2D20 A1.1d. contact Easier .... A, ILI - - - Validell,d] & Validated suatumitt" Fad A­­1 — Nick Thearpson Lyndon F, Berardi; RF Ryan J King, P.F. 02JI5/2021 02M�21 02d=2021 A,,,,,,d status 04fla(2021 Approved TV-s' Versiont Manualacturtir Ra,Avan 2020 OAF cgreart Enatimer & LiFense Validated UX Verdi automated FEC Amii Mallital Shoh Robert I'lleminan John YV, Kn.,,i,h. PE 12/19,2022 12il7M22 12=12022 Arareved status Ei Approved 19 9, Thermi Fiber -Classic and Smooth -Star Nominal 6&#39;3 &quot:Non-Inrlpact&qdot Opaque 12131f2022 No Yes No N)A Capsig.try: Panel Walla (909) 54M359 PE-61062 (352) 367-2526 category! P.mal Wells (390) 922-2389 PG-43409 (813) 767-0555 Category: Rooting ISOD) 766-3411 PE-59166 (954) 772-8224 Composite Edge Fiberglass Single Door with SOCiaegory: &dmg chrdAI.rdks@J.r­ash,,di suldicallegofrin Soffits nthcmpacn@.1.id.o.m Subcategory: Asphalt Shaudles ,nstlebegalf-an Sdediba(k) (In-Ang/O.tawrig: XO, OX ., CXO Compliance Method: Evaluation Report irom a elarm C'mPlIshormathad: Evaluation Report from a Complance Method: Evalureen Repari a mi Continuous Head ond SJII donfigimaticin.) Fl.nde Rogist.r.ol Ane-nia.t.r. Licensed Honda Florida R,giv,xredA,chItact.,a ii.amsed I'l.rid. Foada Raqlatar,dAr,hifiact or a Licensee Rords 20 tL Th.,--Tr. Fibeer-Cloadek, and Smooth -Star M ondinal 8&939:0 &g.o1;N.fl�ImpAot&q.pt Opaque 12f3l/2022 No Yes No NIA Pror­fion.l Engines, Professional Enomear Prof-romil Engineer Composite Edge Fiberglass Single Door with Sidelite(s) Onswi-glCudewrig, XO. OX or OX0 FLA1302-Fill P,deuda FL4115272-RS Products I'LialgiN.RM Pledging 21 L. Thiarma-T. i'llbeIC1.1td, and Smocith-Stia, Continuous Head and Sill configurations) Nominal 6&439;8 &qvotLNcn.Impnc1&quot, Glazed 122112022 No Yes No NIA comity Assurance Approset4f.rUar, Appir ... it far Use Impact Doelm Quality A­Pn- Araar-adl for Use Ar,dr ... d for Us. killatt Coal, QualityArragrano Approved for Us. Approved! far Use whir"ot 10.1nin Composite Edge Fiberglass Single Dodevath Sao$ Product Model, Number or Me Product Dercrit,do contract Expiration Pat. fit HVHZ Outside FFVHZ Resistant Pressure 1.41 0 Product Model. Mulenlorr.r ... Preall Description Contract expiration Date In HVHZ Outside HVHZ Resistant Pne­r. Aw Product Model. Number or Name Proloct Description Contract expiration bate In HVHZ Outside HVH Resistant Pressure Sideliti (In.WnWO.tsWng. XO, OX ., OX0 I Campi,alk Lap String Ilb-comerat lap�jdirg 12J3112023 yea Y.s MIA NJA I a. 6.qda;27&Vot: Star Vent or ScIld Vinyl Soffift 1 V31 Q023 No Yes No NA 1 GAF Asphalt Roof Shingles for use In FRC non-HVHZ Fiberglass reinforced 3-tab. Laminated, t-lat, and - 12116�2025 No Yes MIA MIA Continuous Head and Sill domfiguration,$) 2 Ha,di,Pl,,k Lap Siding racro.mart up.iding 12J31/2023 Yea yi,s MIA NfA 2 id. 2,quict:AbInna. T4-&_q..t:rdfflt Vent ., Sold Virryt Soffil 1 ?Ml 120it3 No Yes N. `UA jurisdiction, hipftlege asphalt shrmee, 22 v, Therrina-Trul Fber-Ciassia, and Smooth -Star Nomi nal 8&039:I)Skgui Non-ImpaGh8quot; Glazed 12/3112022 No yes No NIA 3 C. 8.ilconGreetudirlar vintage Boaded&43g: Soffit Vont or Solid Vinyl Will 1 Zi3i'=3 No Y�. No MIA I Composite Edge Fiberglass Single Door with 4 d. &qdd:05&qu.t: Setiffirt Vent ., Sold Vinyl Soffit I V31 =23 No Yes No MIA Siddibe(g) (In-dinglOtils,mrig; XO, OX a, OXO 5 s. &q..t;Ch.rte, Oak&q.,u; Begin Vent or Said Vinyl refit 1 2�31 �2023 N. yes No N)A 23 wL Thermo-'% Fibe,-Classic and Smooth -Star On ntinuous Head and Sill configurations) Nominal 58481);O &qudx;Non-ImPaci Opaque I M1120i No yes No NJA a f. &qudL;8up.'Sp-r&q_u Saffit Vant .' Sold Vinyl Soffit 1261m2s No Y'� No MIA Composite Edge riberghass Door Panels with Vented Sidelibc(s) (Ins�ynglOrtswni XY, XXX or X)= _fgLJ'gti.ms) 24 .. Th.,ma-T,u Fflbe,-CI..io and S-.th-St.r Nominal 8&#$@;O 8qwt,Ncn-Impadt&quot; Opaque 12t3l/2022 No yea No N)A . Composite Edge Fiberglass Do., P.-Isveith Vented Sidl 0 revorglOutswing. )O� XXX or X)= confis­timns) 25 y. Th.-.-7r. Pisra-Clisissioand Smoceh-Star N..In.] 6&939;B 8qu.cN.r4mp.dd1qudt% Glazed 12f3l/2022 No yes No Ni Composite Edge Fiberglass Door Panels Wth Vented Sid.l Onswill;aOrri )C� )M.r X)Q',X Florida Department of Business & Professional Regulation Page I of i Florida Department of Burliness & Professional Regulation Pogo I of 1 Florida Department of Business & Professional Regulation Page I of I 26 z. Thermi Fiber-Cla�ii, and Snicnath-Scir configurations) Nominal 8US9:0 &quotron-Impach8cluct: Glazed 1 M112022 No yes No MIA Building Codes and Standards lcat2l)21 Building Codes and Standards i 02021 Building Codes and Standards M512021 Composite Edge Fiberglass Door P2mal"th Vented Scelibe(s) (InswngrOutswing; XX, XXX or XX)D( Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail conligur2tons) 27 za. Thermi I'der-Classic and 5mocth-Staf Nominal 6&93�;8 &quot,Ndn-ImPaat&quotL Glazed 12iW2022 OlumposideEdge Fibergla-6 car with 36.0i 0 ingli, D No Yes No NA ,-"S'11, - I � - - , --"�'-ir!'�M � , , �t 6& ,-,L"�",��X���,,�.,��,,,,�-�,--,,-,-�-,� jq �,-�-,�a��,�R��,--,2����,-,q����-z��w�E-�-�-'�,,����,,�,,,-,-�""'���,��.,-1,l-r,,,,,, _,?'i____w­ .��,-�,-�'ll-���".�'��,�'--",,"-L,L",��' 'c��"�'_e��i� ' , �,g '��' , �iW -�'�-'�'�,r � ;P�i"."�';'�_"_'r �-.`,�'�'��" _Fr_"�." L�"'_'I��'�'� i� `,�'r"�'__,ZL' �'��"­',""'Ur' �'-�Eg_� __�- , _ _j S - , - . 1- .... ... ­­ L', ,�' , , , - _ " � " _ ,.� � , - - '_ ",�V"WL Sicil (Ins,singlOui XO. OX or CXO � 'LLLL "I'll, ­­ - " ,"I �' __ L 1� I �� � L _�'� �Ij �15r - � _6�fft ­­1 _15p�� 1 - - %1.' � _7 1'1'_� 'f - '_1i,_i�1'7�F`A7­­]T_ __�c�� �' `� ­ "'�,_�L�:� �_�_'­_ " � �-O- �"-l-'��"L��,,,.-,,,���,-,,,,-�.,LL",. z ."�Ik-'6 "i_--4'�` �_ _ . I _�'­"L - ei'�L'.'-";, �, , " � u�'-', !?��:'_'�'A_� 1, exerfigurations) Cod. Entitycr 2ifii Data Data Pending Data Code Entity of Date Data Date Pending Data Cod* MArty or gets Did. Claite Pending, 1W 28 zb. Therma-TrU Fiber -Classic, and Smooth -Star Nominal 6&039;8 i1quat Non-rimpact1l,quat Glazed 1213112022 N. Yes No NIA T­ Version Manufacturear co"real E.,i-.,& Licurn- Validated ev Validated Subarift, rglcA,mm,,ai Arion-cal ium ZYJA Version fitimufaclamar Contact En,ih,,& Li ... a, Validated By Validated aud-Ittsdi FRO Aracrayal A-Mov, Status 7vp. Winston M.-fraW ... correct engineer & I-livart.. V.Iid.l.d FIV V211datial Submitted POC Approval Approved status Composite Edge Fiberglass Double Door vAth R.,As.n 202G TAMKO Building Products LLC Ketrl Edam Robot Miami- John W. Knez.vkh, PE 1010412020 0912912020 IOYIZ�020 1211SCU20 Approved Revision 2920 ll Thorni Inc, dos Thompson Architectural Tory ChdrIfirrin Zachary Fi Pflead Steven M. UrIch, PE OF111 7/2020 0911U2020 GS122f2020 12115/2020 Apwryed R,m,i,n 2020 Florida Valet Products Inc, Clark Jones James L Bucket. P-E-C Steven M. Utah PE 09)27�020 0i 10o4f292o 12/lr/2020 Approved 3&039;0 Sidelites (InsytinglOuts,iing. O)C(O Category: Racling (417) 624-6644 PE-eDilis (954) 772-6224 Metals Company TANCO1 �81a� 243-345E PE-74D21 i?l 7) at 7.8454 i:arragoric Rooling t904) 783-84OG CBUCK Englasening J17) 317-8454 29 zQ, Thermi Fbar-Clsiwc and,9mooth-Scar configuration) Memel 8&0Q;0 &quqL,NQn-Impaa[&qw.t Glazed 121$112022 No Yes No NIA Subcategory: Lincerlaymunts ka­r_cdam@1hs.*.o.m Category: Roofing tory@g.rast. roolingo.nn Subcategory: RoeOng Accessories that are an .1tirk@firrna.c.m PF�91242 Composite Edge Fiberglass Single Door with 3a#39;0 Compill Method: Evaluation Report forn a subcategory: R-fing Accessories that areap ntag.1 Part .fth. Fooling Sysils. Sidellite(u) (InswinglOutsvAng; XO, OX or OX0 Florida Pesat­cl AP,hireet or. Licensed Florida rt,grtil Part afthe RwItmi System C.empliarnas Method; EvalU.i. R.p,,t from . configurations) P,or..J.nui E,giherr Compliance Method: E4uaten Report from a Florida Registered Architect .1 . Licenaed Florida 30 zdL Th.rmi Fibef-Chaosic and Smo.th-Star Ncrinnal 8&#a9:0 &quot;Non-Impadt&quot: Glazed 12131 J2022 No Yes No NIA Florida Registered ArtMiteat or a Licensed Florida Wol.s.1-.1 Brain— Composite Edge Fiberglass Double Door with F L*12321-Rg Products Professional Engineer 3&#39;0 Sloolithis, (In-AnglOurtswing; OXXO PLIKOSMI-Ril Foodocids F L*21510-R2 Products 31 n. Thermo-Trui Fither-Classo and Smdiotlr-S�ar ormitguration) Normnal 7&#39C &qucrNon-lmpadt&quot Snicker 12131=22 No Yes No NJA $a. it Product Model, Muralist a, Name Quelitv Aacurskicei Arearveardliorusir Anserovad to, Use, [,,at beside, Pircsi-t Ceacrileflon Contrast E,coirsi care to HVHZ outside WHIZ Resistant Prperams camiltyAasurarice Arsarow0for Use Approved for Use hatral Rialk S-9 Product Model. Number or Nam. Quietly Assurance Amproved for Use Approved! for use P,,d,t Dirs,ricten o.*.EL "I"t an Pat. I., HVH� Dorval, HVHZ Impact Vatilcin R,sistsint prasson. Ssi Composite Edge Glazed Fiberglass single 1 TAMKO Roof Undeday-rit. (Hi Roofundedaymarls for use In FBC, HVHZ 06f2912023 Yes No MIA NJA a--# Fmigral, eased. Nump, or Name Pai gies.d.thour Comirrid Er.eation Date in HVHZ ourtidd, HvHz Rissititairal P,na... 3 3 - FLAMCO &q"t:RV i() Ridge Vedulmot Aluminum Ridge Vents for pitched roofs fabricated I 2IE3�1 20i No yes No MIA Door Wth or without 1 9#3g:2 Sdelii jUmsdoderaL I TAMCO Flat Top Off-Flege Vort Mth Better far TH, 26 gi� state rocu'ventlisda with battle 09/09oQ26 Y. yes MIA N/A from 0.025' A.rhirum (Inswing[Ounswing; X. OX XO or OXO configurations) 2 TAMKO Roof U,d,rL,ym&ms4NON-HVHZ) R..f.,di,a.ynnsnIa for use ir FBC n.-HV14Z 06129/2023 No yes N/A R/A 2 TAMCO e­n.CKV.rl 20 ga. OW9/2026 No Y. MIA .W-52.5 J.1scistars. 3 TAMCO Off -Ridge R.ofVmt -fth Saffis 26 ge- static roofyontilator with ifilegratedbriffle OW&2026 Y. Yes NiA 'YA 4 TAMCO Round Top Off -Ridge Vcrd,.Yfth Raft for Tile 26 pe- st�fia,dc1`vomat.re,Ih befild OM9120M yes Y. MIA NA Florida Department of Business and Professional Regulation Florida Department of Business & Professional Regulation P.O. I art Florida Department of Business & Professional Regulation Paq. 1 ef 3 Florida Department of Business & Professional Regulation P.g.1 of I Building Codes and Standards irl/2021 Building Codes and Standards UP2021 Building Codes and Standards 3812023 Building Codes and Standards Product Approval Application Detail 3/15/2022 Product Approval Application Detail Product Approval Application Detail lication Detail (n , , V _ , --- __ -,L--L--,-' '­­_"'_"' -- ­ "- ­­ . -,-. ­ ­_'­,vL_­m­-_­'­­� " " - , . __"�, ­' ,,"- , , -'�' L � �'v '� - :r 4 � - � , -"-- � _� 0 . " '-f, V�L_ 45-5 ___' __'� � I ... " ", - "s - - - t; "� _ � - - LL , " ... r ..; - I ­�' t , � 11 , � , , _­ ­' _' ­'­ , - ­ , , ' f'�,� "��,"'�'�' �ifr4­�'�Pp 6& - ­ ", - ' - ""­'­"'­-­.,"" ­­ ---'-'-"_-'-'­_­­" -�J - -, r . ........ L, L ' e.�""'_'��'��i �7".,bKk­a " ' roas , � _'� - - ­ ­ - - ' -­'­­' ­___ _____ , . - ___ -, , , _ Entity - LLL "" - - - , ' ­ ­ '' - , - � cars Date Data , Pleading - _ owe " _'w - Q9A F111IN or 2111 ast. chat, Pandin. V, , � � � � ?_­� Di code Entity or Me Me Me Pending L pill. - ' L. FL#52S9-R31 15tue Version hil-finadrair R-im" 2020 Lomen. contact Emilimser & urensur Validated a, Validated 5.1datithul FBC Appraval Approved Status Katrina Jei'ay James L. Rack,en P B Staven U. Urldia, PE 1112MO2D 1 V2242020 11�2ani)20 ding FBC Apga- TV a, V*r,Ian Manufacturer R.vai., 2D20 sisal Feeling Correct Encincer & L— Validated By Validated Ouldraill Pro Ansurarcil Anderson Robla IAPMO Unit- Evtikrifica G.yVV.WMkar 11,0312020 11102J2020 Aruproced spur. 11ID612020 Approved TVDO Version Mmufacturor Revision 2020 Global Rricteotion Products. LILC. Contact Engine" Sk Lkdan. Validated! BY Validated submitted F3C App-al Tim Robinson VAIk,,A TflIftJn, PE JchmWL Knezemich. PE om=a 09,13812020 1101n,320 Approve slawye 12/15�2(i2g Approved a) Cole Entay, o Date Date Date Date Status Category: Fooling (501)98�-6163 PE-31242 (717)317-a454 category: profing (81)1 3 380-6= SsrAca,, ll (205) 854-0160 category- Brute. B541 G89-7545 PE-44167 (H4) TT2-6224 YyValidated B .pe version Manufacturer Contact _E_ngineer & —Y Revision 2020 POLYGLASS USA Maury,Alpert, License John W Validated Submitted Pending, Ap _12roved Approved 1012W2020 10f22J2020 FBC 1211512020 S�bC�.U.,r-R�.t�gA�����..thM...n Intogrisl Partofthe RodfingSycem Ocimpliamus Method: Evaluation Report Ircma klefleyalcarraticacom 11.11,C.Iteg-r. R.,Arg Ti Ccurniall.n.rile.111i E-Juallen Reputfiorn. Product �-I.i Ertay RoUnAndi,reariliparul do in Sdil,C�alaiscry: Storm Panels Cormallanor, Method: E.alaaljor Report told a tinr.rotmson@gPpaALFe " Category: Roofing S9542331 330S mal pert@ polyg lass -con, Robert Nieminen Knezevidih, PE Approval Florida Registered Architect or a Lloea sed Florida Florida RsgldanadArahile�t or a Licensed Florida Prefarthimal Engineer I Subcategory: PE-59166 (954) 772-6224 1­Y0112020 Pir.f.,lemil Engineer FL#7349i Products Underlayments FL'4177OZ*O Products Qui Aseuraine, A picr-ed for Use Approved for Use hatract Rtft fruitifilghaultil Products Compliance Method: Approved for Us. for Use S."o Pr,dI Model. Nuralaia 0, N.M. Pr,d,Fi N ... !,it,, core ... I Eocin,flon Dat, in HVHZ Outside HVHZ Resistant Pro.s., Q­1It1A,,,rF, Agursurnrad far us, Aegraxad far us, limp.t Deau- E Evaluation Rapicirtfrom Be- ea Firdidual Mosul, dumb. Fir Name Oualliv Assurance Aprinoved impact Design Product Ideatudratern Cidintract Eogratism Date in HVHZ otitsfirl, RVHZ Resistant R-,- 16 ga_y� Shake Sitiks, Country Biala. Split Old Fhgliih ThMdh &amp, Impact Flat Profile - Denver. CO 121319020 No yes NfA MIA SILI Product Model. Murectre-, Name Product Ditirgirliall- coarsest EX[DIM10111 Oats In hViliz outside I1VHZ Resistant Pressure a Florida Registered 1 De�k-Ar' OA-4 or TRI-B.ilt D.ck-N, DA-4 L- Profit., P.iypr.pylem, Plastic Roof Vert 121lW2025 No Yes No -97L6J_&7-5 17 Sai 600 - state, Shake &ahma: Split Shake Flat Pi - St.akt,n. CA 12131t2020 N. Yes MIA MIA 1 20 Gage Galvanized Steel Strem Nnel,NVHZ Corrugated Galvanized Steel Siorm Panels retained 12,31=3 Yes Yes yas MIA _11ii-ell' I Architect or a Licensed Florida Profesrional Macmanically Attached to Piatucad Deck. 18 Sworry $00 - Slate, Shake &amp; Split Shake It I sax'"Y10 -a= Z :5::1 mM':S'!i1'8Z�k:k' Flat Prefile, - Risda. CA 12/31= No ye, - St""'."";A` i 11�1�i 11 No y : A IFZ� 11 ,I MIA MIA MIA N 2 24 Gage Galvanized Steel Storm PanaLsAI4VHZ or not by tricks to provide tarnerme protection. Corrugated Galvanlzed,9teel Storm Panels retained in-1/2023 No Yes yes N/A = (D Engineer It 5­ry'oo-& lisp . 2T Tales Ealp­ i Be real.. 'O PZ.r!: 0 No Y: HI On Pn.Ma - Ka ty. TX 1 2f3l G020 N. yes MIA N11AA H fA MIA or not by ana cks to provide hu It cane protecti on, a) a "IN L- Profile - Katy, TX I 2i3l c020 N. yes M 1A F41A FL#62f&R31 Products 2U_ftRtY_A1LLln__c a AP"9Y=0LU_M -AppillmLli —use LM P Lot os" C_ U) &e_q 9 Product Model, Number arblam, Product Descriglign Contract 152pirallon Ili HVHZ Outside 14VH ItshOirtaint Pressure Date 1 Polyglass Roof Underlayments Roofing underlayments 1=112022 No Yes N)A 4N/A1-62Z5 I Polyglass Roof Underlbaymerits (HVHZ) Polyglass roof underlaynnergars for use in FBC12r2312023 Yes No NIA NIA M HVHZ Jurlsdiefions. � > 2 Polyglass Roof Underlaymenti; (non-FIVI-1Z) Poll roof underlayments, for use in 12/23r2023 No FED ndi Jurisdictions. Yes NIA -Ni M 0 I Podyglass Roof Underlayments Polyglass for No Florida Department of Busirl Professional Regulation Page I of I Florida Department of Business & Professional Regulation P­ I � I Florida Department of Business & Professional Regulation Page I of 1 (HVHZ) 2 Polyglass Roof Underlayments roof underlayments use in FBO1Z2M023 Yes HVHZ jurisdictions. Poll for 12J2312023 Yes NIA NIA N/A .NJAJ-U2.5 Building Codes and Standards 1/25t2322 Building Codes and Standards 11712021 Building Codes and Standards tr(=21 > " CL (mcn-HVH2�1 roof underlayments, use in No FRO Pon-HVHZ jurisdictions. Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CDL I Polyglass Roof Underayments (KVHZ) Polyglass roof underlayments for use In FBO1 W2312023 Yes F1VHZ jurisdidtions. No NIA NYA 0 < I 11- �' G)ft ­­ -­'�_d� . ..... � V'F'�' " -,,i���l�L�"e-q�,�l".",i'�41,�,�'llil, , �R � 1� 1'1'�­ '' 't"", �­".. - , .­ r"""­%'­'L�"'.',', , s , ,I',- .... ..... �""­gt, ""'yp -,- P c!�""q � �� MFIA,�' -, - _,""'r � -%�,F­ Lf Ai '' 2 , - q '_ " , - Of 0--- 1- IN _WZNd - " , . - , Sti- dv C m - ��L�-,,,��-�,�l".��,�V,�,.�,,,�,�,�,� 11 "�I_��"' �'iy. �i3'�'.'�""';'-' _­"'-r,�­,N,2W-c-' , I ' W '11-5 Ili " ­11 '=�ffp At 'r��"'��'X�'�� -L _ "I" k �'YL""'T I , " _ " � 1 � 4 - �­'�tVkl �2 �11.1�'T,NRI gl_ -1 R"i3l"14,1111 "'I ._-i4t,'v0­,L1-_ "�_'_��'M'$�_`.'� - c.-M I'M _11"F M ___� 11 k" 6 � �9' � - o - " A, N-m- 112-1-M1.110 � - It - " I WIN IN M11,10"'R 011 `Z N" 11, '� - ��;�'c, - .'�A_�'� r'.�� _ "L,,,_,, - 1-11 _r' 1�'rii _�_ _ , , �� , �'4 " �K ­10F _,t "�'��' _(7 ,�"Lp p _' " _ ,i I ;MLV�Z'�,a�""��,,"��'�'�'�',�'L�.�,��',�",4,�L; -��r �O Ai , , _�L %��',,'%,4�,,' -1 -1 1, ' 2 Polyglass Roof Underlayments, (nori Poll roof underlayments, for use In 1212312023 No Yes NIA -NI wwlb�'Xc:� -t",tt'M 45L'0�wm�rV�'7 Cod. � ­­' ", ­, k1­.1"V'x11':K11'i-? i- - WaMb��U�!!' �,'��" Yv - ­­­_ 11 --I'- '1�4! _1 Entity a Date Date Data Perri Date 1* Code 11 I , � � 15V""i� -_".1-­'_­­ _'.� - ___z - iM 'W;91­�E E _"� ­1 &lt"W - I I � Entity or P& gail. Date Ponallml loa�w t Data code , , I I] il L, , '�� . '�"' 'L u'X� ­0 ­' _"'_'_­'. Y, ­� i ­"" ­_�'�",­� _� "�"'­'Z� L*4�' , "I"r, "EN ' M F13C non-HVHZjurisdiatiors. Type Version Manufacturer Contact Eagimsesir Ill License Validated Validated Submitted P13C Approval Appmved Status Iname V,,al,n Manufacturer O-I engineer & Lidems, Valurtairill EIM Validated fiturniffird Face .... xal Amanosed '511allfir T­ Vemion Ifianurfiroturtur antlity Q Dare Owe Out& Poland cremart t!rrummaraticirmus Validated EW Validated Submitted FBC Agri am - A,,,,u%d stairs L. -4--a I Polyglas% Roof Underlayments �HVHZ) Polyglass roof underlayments, for use in FBO1212312023 Yes No N/A NJA Riwision 2020 All 4marican Shuttersand Glass M is. Barbieri Frank L. Bernard.. RE Troy Bishop, P.E_ 10if2812020 1011512020 11105=20 1211512020 Approved Revision 2M Alpine Stier lue,vis ICC livalraflon Seva,. LLC Wiliam M. Ramarl, Pr 10)3112g20 10122i2021) 1 V0512021) 1110512020 Approved R­i.or� 2020 Commercial Concrete Products ln�. Pecan oillia simutl A, Groclittag John Ho� 1 211 6J2020 I 211 W2020 12t2942020 ,,, 9 FBC Appr- 0 2 Polyglass Roof Underfaylifients �non-HVI-1Z) Fll jurisdictions. Polyglass roof underlayments, for use in IZ2312023 No Yes NIA -11I Category: Shutters SUbCet1?g0fY: Storm Panels (561) 712-9882 PE-0046549 (954) 947-0880 miketioal tameroanshutte Catergarry: Str.du,al Components sucCer.9i Truss R.ki� (321) 710-3377 (407) 681-1917 sIWi'Q'IPIqedtw,"ru cal.gory:Struoural Compefitnts Subcategory: Nodu cra Introduced as a Resu It of 161 5) 650-S707 PE-34245 (352� 5B8-5311 precestgatoney.hoo,com = FRO non-HVH2 jurisdictions. Cc ripliance Method; Eyaluation Report from a Florida Registered Anchite.tora Licensed Florida ,aXorm Couriallarn., hiefficat E,rd.siti- Report iram a Phadud E.uriflou Entity N - T.chnd.gy rompilarmillitalthod: Evaluation Report from a _0 Professional Erigireer F019119-F7 Products Pierce R,glateradA,�hItedt.r. Licensed Ricrac Profa-bual Engin.., 0 FILM T06$,-f1$ Products Q..MILV A ... r-ca Approved far Us. Approved fdr Us, la"Pect Deals., " Sell A Prod uct Model. Num ber- or Nam a Quality Assurance Avp.wdf.rU- Abigno-dficrUst Impact Design Product Description Contract expiration Care in HVHZ Outside HVHZ Resistant Pressure S-09 ProiI Mode, studdicer or Nam 1 17W 80GAIlrin, Higher Strength (H &-P: S) Preldver (cracrotlQu Corsi Ertilrelkal gets, In Hi Outside HV14Z Metal 0 ... stor plate 121SIM24 Yes yes Resistant Pressure MIA MIA fuslI774-R&Proal O-Ift, Aaar,aar, Agaidersivad far Us, kF,r,-d for Us, Impact Design a- 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels IMI/2022 yes yes yes NIA 2 ITW BOGIAlishe Hinge Rate Metal Connector plate 1213112024 yes Yes MIA WA Sao A Product Model, Nuarelder or Maine Product DascrIption Contract Expiration Owe In HVHZ Outside HV Resistant Pretualural < TiN BCGffiJpine Trula 34 ITW BCG/Arpaa W.. Metal Connector Plate 17J3112024 Y" Yes Metal Connector Place 12131n0i Yes, Y_ MIA I'VA MIA WA I Quality Precast or Commercial Concrete Products Precast and Prestressed Concrou, Untels )5i25,2024 No yes MIA N)A a) U) I -+--a M 0 LM = < Florida Department Business & Professional Regulation 0- of Building Codes and Standards Pag'2df2 31612023 Florida Department of Business & Professional R"LlIation Page I .fl Building Codes and Standards 6MV2021 Florida Department of Business & Professional Regulation Building Coder, and Standards Page 1 oF2 912D12921 —0 i....— Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L_ CIO -- I - ". I - �� - '�m I 2�.,.� Im �� I I '' C�11 � ;;;; 1, T - I -_ �A - � � . - I - I I Cod. Entit, o,­ oat. bear a par, Permcm, Data Code ENJOY or Data care cars Pending Date ­1 code Entity ear P92 Date Data Pendlara Date -_ " W C: IVA. Version Man.f.cur. centird Earth— & Ll— Vidleatid By Validated S.�Med FEC Approval Approved ist,itair Tv". version Manufacturer contact Bmaineer & License Validated ev V.110910 submitted F13C Rod-.[ Am:mxedl startu, T'.. vernilmi Magrial,li .... Cataract arrim- & ucan., Validated av Validated Submitted FELCA—vid Apyroxed sted- --� = R.vu.n 2020 MIT.k [no Category: structural Components rrin Walden ICC U-1, at,, Ss,,ioa. LILC ICC Evaluation S,rvtou, (952) asa�635 LLC. OlMi2l)23 12,2WM22 01/0312023 Approved RevLaw 2020 Weyerhaeuser category: Structural Components R.Ib 9.1dwin ICC Evaluation service. Li-E an L.imar. P. E. 02/02/202i 10i 02JOY2021 Approvad (253) 824-0476 (608)839-32U Affirmaian 2020 Alpha Aunimmung, in, Calai Panel Valls Jos. Silvia Luis R. Lonne, arevon M. UrIch. PL 1 Ill rV2020 1 1f1 Gf2020 MWI 50S-20US PE-132514 (717� 317-8454 11120= Approxed < CD Sdbc.t.R,n,: Truss Plates, Comlillwos Method: Evaluation Report from c ..Wd.nQmii F.m !205) 59i subcategory: Engin-rad Lumber C.amplanciallhadual: Evaluation RoperIfforn a RdbartB.I,*,Ia@­yerha attear.-an Subcategory: Soffit, alphaalumnumir,co valid 7' P,Wdtt Evaluation Entity Pn.di.d Evaui Entity Compallankle Method: Evaluation Report It" a Ficaid, Registered Arehitect or , licensed Florida ad.m 77 __J FL*219T.RIB Products FUM7.11111 Piroducts Pucf-sional Erigiln- 1 < UrtalllvAjiarirarra, A coadvad for Use Ap­vad ter Use learsud Var.iorl Sao 9 ler.d-0.4.1, N.,bx,., Nerta Quislity Assurance Alpyro"d tor Use Appro"d for Use !Mll.�A COSIgn Product DeeFda,tic !".alced 14.1fiefilon Dat, in HvHZ Outidele HVH A-Weint Pre ... ne ri.41 064W Prierl IMA Rai Model, Numbe, or Name P,d,gt Iggecrinflog carshad E.,11'ation par, in HVHZ Outside HVH Resistant Presiurro Quality Assurssy,k Approved far Use Approved for Use mi brislan _J 1 M16AHS 18 ga. high strength truss con-clor plate 121310024 yes Y" MIA MIA 1 Microll.. LVL Laminated Vanaer Lumber OM142023 No Yes NfA MIA Ssm# Product Model. Numbar or Name Product o"crisidgEB Cohered E.turatlgra Dage to HVMZ Quit'i'll. HV Resistant Pressure 0- 2 M18SHS 18 ga. sugar high strength truss connector plate 12131r2024 Yes; Yes MIA MIA I Fanelli PSL � TflinberStriand LSL N.11.1 Strumd Lumber 03/31J2= No Yes NZA MIA Laminated Strand Luninbc, 03131)2023 No Yes MIA MIA I Alpha Aluminum Sold &amp: Vented Aluminum 0i Alpha Aluminum Solid 6amp: Vented Aurnanum OV30r2023 No Yes No WA 3 Mil to 4 Mi 16 ga truss connecloriplate, 12131,2024 18 ga, high strength trust ,eirmactor 1213U2024 Yes Yes yes Y. MIA MIA NYA MIA 4 TJ Rim Board StruFtmel C,mp,ait, Lumber or Oriented Brand 0313112= No Yes NfA MIA CMIJ &­p; Wood Wr1/CMu&amPiW.d I SHEET NO. plate 6 MT20HS 20 gti� high Mrsingth truss connector plate 12n1aQ24 Yes yes M,A NYA coal, Rim Board 5 Wayerhactutar Rim Board oriented Strand Board Rim Board 0313IJ2023 N. yes MIA MIA 6 TLIS Mi 189. fts­dnm,cFrp1xt.. 12131d2024 Yes Yes N /A MIA 7 TL20; MT20 20 gii, tra. F.naht.r plate, 1213IM24 yea yes NIA MIA March 6, 2023 1 PA 1 1 I I . 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Oortpss@4(10W x 53.5') DBMV2027 No Yes No +35F36 9 pKe lO sense Single Hung Wndw 36":e2'vinyl Non•Impaol Single Hung Wlndolo 1e12212C32 No Yes No Yes M. +55.55. +154'L)0 _ � O a go.1W2081ng1e Hurg VNyl Bingle Hung Twin Comppsife(BS.S %sg.57 =130027 No Yes Me +35r'-35 6 7 POtslDSmlet Single Hung Wndw 38"r73•Mnyl Nan-anpselsingle Nuns Wlndesr OTOW022 IC41712023 No Yes Ne r4 OrulgrAsirabs Aaoravad for Use Aao d for Ues law 22iim (D L_ VJ L_ Serves 1070 SIrgb Hung Mrryi single Hung TWln Oompos1b(72'x%5') 0 IMC12T Me Yes No +38&95 Pees lO Series Single Hung Wndow 32.113'x 60"Mnyl Noe -impart Single Hung Wlndow gegl Prdua Model. Numbs ate Name Rdmt Ds.arieHm Coded Exaimlbn Dab in HVN2 OucsYe HVHZ tiaiwy �gm � FA ^ 7 6 Ganes 10120 Single Hung 10RO Hung Vinyl Single Hung TnpocolrpaK g`x5g.5') OW16r202T 0611T1202T No No yes ids +861-56 +35N38 PLWslYielrS PmobMb - 1 Serf. 10121) Mrylga.d WmbWtWx7r' 0711512024 ND Yes NO .20.25 •� O Games Single 72-1 Wry! Single Hung Window(43' x T2-} Me Me - 2 Series 100 VinylftWd.*wckv(106'x64') OT/152024 No Yea No +25425 9 10 $snag 1W26 Single Hung Mrry191rylo Hung WlndOW (48'xbg-1!2'} 0&13f2027 No No Yes Ves Me +y5hya f y� Apprevdb use Aepnwrhe use lmgaw get= 8 Series 10120 MW Flow Window(80'x 001) 07MV2024 No Yes No +equap-� Sules 1=0 Single Hung Vinyl Single Hung Window l36-xsg-11l) 06(111112027 NO .35,36 �d Prduel Yalel.Munbar erNaw Produat Dessdmim Camrm[Eneiralan Orts f H Z QuMkie HIrNZ Reaiebn! Wssum 11 12 8.1-10120SIngIe Hung Sere$ 10120$Ingls Hung Vinyl Bkgfe Hung Widw(45' x 84'1 DWIV2027 'Aryl Single Hung Wlndpr(36' x 7,21) 90512027 No No Yes Yes Me No +3536 +36'-w 1 Peps lO Series Single Hung Wndow 36'x90' Vinyl Nowimpact Single Hung Windw, OBM2212023 No Yes NO +454D 13 Series 1U720 SItgio Hung VlrrA Single Hung Twin Oumpcoltet72'x 5W) 060302027 No Yes NO +351.6 2 pals 103GIae Single Hung Wndw 54'x SO Mnyl Non-Imppol Single Hung Window WMW2023 No Yes Mrs +4510 14 1s Se1es 101209hgle Hung $enes10ROSIrgle Hung Wry! Single Hung TWln Composite (%.S'x 63-b) 0812N2027 Meryl single Hung Trim OOmposhe(W.S x 72-) 051712027 No No Yee Yee No No +351335 +3r4r-96 11 4 Pepe lO Series:Ingle Hung Wndw ea Slngle Hung Wndw Peg. lDSerllss 34•x 83' vinyl Non -Impact Single Fong Window 0610912023 35"x87MnyINm ImpsASImg1eHung Windw 00r29A023 No Yes No Yet No +Glh.w MD -MI-0I. -! "a 18 Sense 10120 SI rg Hu rg 14my1 Single Hung TWn Composite 72) 051512027 No Yes No +4W40 5 Siw Pass 103erngle Hung Wnd 52.11x 50'Mmyl Non-Imped Sings Hung Window 1011702023 8" No Yes M. +80).w d'P"i > LLJ 1T Series 10120 Single Hung VW Fixed With Single Hung Flankar4(10$ x 72') 10/0512021 No Y. Me +306M 4:V O - 4= ✓ FLB11s564R13 Product. C-j f' t.� = 4aa l 29ft6eslmW Apvaveeatebs AgmmddhLkY Illusion iB!<d PradmlMdd.Mumba,Nam product D.estidian Caarsl klreiratlsn Oets in HVH2 COMM* HVHZ fYshisal press"� r C 6L 2 150 Beep or Encompassar maetaren Encompass Aventi High Perlormanas Single Hung 1GO evco es Or Thermal or Enmpass arA-3 High Primmance Single Hung Mryl Hldl PerUrce Single Hung (42 x72') 0I117/3027 mM Mrs High Perbrmane Single Hung Twln OW102027 Composite (7T x 85-1(2') No No Yea Yee Np No +5Wv6p +50ia) "'Ts V) CD ® st 3 150 Sanwa OrThermoses ror Encompass Or Awl Singls MrrAsing Is Hung THps Colrpeehs(1pVxM DBn512027 No Vet No +401.40 iA 02 W 3. QL 4 Hung No V O1 v 1Be Series OrThermosior or Encompass OrAwl Single Mnyl Slngle Hung Triple Composite(10r x S&W5 001230027 ye. Ne +3a435 C2 aL"+ Hung fY U CD y N r to W r7D r/3 Florida DeparDnent of Business & Professional Regulation Peal all Florida DepartrneM of Business 8 Professional Regulation Pogo of Florida Departinerlt of Business & Professional Regulation Peal d2 Building Codes and Standards ena2Oxx Building Codes and Standards ena2aa2 Budding Codes and Standards 6,10 2p A Produet Approval Application Detail Product Approval Application Detail Product Approval Application Detail �._._ , ...tee_., .:..... _...,. .. .s. .<..;. . _ _ ,... �.... .,.'� - _ _ s ,....:. i. _ _, ... .�. -_ r•._ _ _>_,z_. < �- .. � ., ..a .. . ....... ... . .. .:. . .... r ,....__. _., , __._. _. _ _. .. -. ,_. ,... � _. ... _. ... ..... _•, -. __._._...t _ .. _ .s .. . _ .. ,v _. .. ,.-.-5_- -. -._ _ z�� �.x,c __.. __ ,c _ _ _....r -� w .,ays 4 � . _ u_� >. _ _. ,. , '.�._> ,. . r - v'-' _ ,.-,.. �. i _ ..�-, K--�. _ ten _e. .- ti$d! Emderer Oft cab Dab Parries gag C34e wily. ate Ham Dot. Pandop Pam code Fully. D40 Dow DebMMnu D M�P TIVINS Vamkm Msm6dunr canna EndmsrsBeam. Valiiftw r IWideled schedule FBCApeVvel llppremod aw"s Ilene Mention ma bdt.mr Comet Enens.ri Likoft Abliftiod sabmHbd FBCAeerawl Apemvod two TTEX! version Memho.me C4Msd Fodnseri l.lsMs Wlift" tali and submiibd FBC Approvol Aperwed am" Aarmodo n 20a1 Polio Corporation Joe Hayden Seal Window ale Door James L Buckner, P-E. 07ilV2020 GV1412020 OU20/2020 Approved Alkmstlan 2020 palls Corporation Joe Hayden 8.4 Warren W. Sdrcefer, P.E. T.E. Lunr, PE, LLC 07M40020 07/1412020 07/2012020 Appmosd Aelrmesom 20M Polls Corporation Joe Hoyden aerrdl Wingw and Dom James L Buckner, P.E. 07114(2020. OTr4/2020 07120/2020 Apprmad CoteseryF Wnows Robinson ManuhdWWAsseclatlon CalJCKEnglncedng Cshg4rr.Wndows Robinson PE44135 (561)0253455 0"oy.,FAcior Doors Robinson MpnutpowerAsaaOlstlon CBUCK Engineering Bubcdooarr. Habonrtal Gilder (Mij 121409a (581)4814W7 BubCateefuy. Holadmol Slider (641)621-sass subCatparec Slid mg EMadw Door Assemblies M41)121-am (551)481.9927 CemPHene MKbrd: COMSatlom Mark or LJssng pelleprduot.pprorattpe Compli.ai, Method: Evetu.loh Report fro. a peiteprdudapProral6pe Cornelia- Mdbod: Cerd6aelon Mark or Lsting PelbprodwbpPro odpe II.- Florida ReglsperdArohl(ecl ore Licensee Florida Isoom Ila.aom EIIPHiB1_,�'Predumr - FIIH$€1:R4Pmdueb. Pmfeeelomel Engineer : �'Ld2s464R14 pnedat.„ _ - 111193 Prdeat Model, Munber arNam gliMli AEWM s Pmduet0eesdmid CeKrod Eaeirafisn Ode A99m d far use AROMw I1, HVHZ d err us. outside HVHZ kw= Issgle}py gdeg press, m "111YApnrMlm Approved Far Use AApreyad Fair Ift OWN prettiest Model. 01-ber car Nam 91MUBLAeelmrs PridelD,saftlon Caet mtExpirdlen Mt. AeefALrrr:Us, in HVHZ A90[lmaid.for Use outside HVHZ lmow ReeieNm gmdMe Measure 1 Series 1020 Sliding Window Vinyl 811Wng Window(O( or XD, 73.1r1 x60") 03/2712023 No Yes No +30"m as" Prtlud Model. Number or Nam Rodent Dsecirlad Contrast Exmrdbn Doe In HVHZ OubMo HVHZ Revision sun 1 Sams 1W20(25Slping Umesa Door Mrry12.11snal"OrSlltlhp Olne Door(95' x W8 11(3012021 No Yes No +2y-25 2 Sorbs 1=0 gilding Window M.0Gildig Wind -lock or XO. 73Al2'x 3r) 03(2812023 No yes No +V4.% 1 $arIeelosllding Wlndor Sane$ lO Mmyl Flanged Sliding Windows 050031 No Yee Me NIA 2 Samoa 1(V20n5amdlnaGIsss odor Mnyl Single Psnel Fined RV Door(SYellls; 84.151100 03/2612022 No Yea Me +35I-35 a Swiss IMID gliding WirAkm Mrryl Sliding Wlndw(XCJ(, 10r x 60") =70023 No Yes No +Sal-30 x81-Ur) 4 Series 10'40 gilding Window Men Sliding Windew(XOX, 108' x 300) 0J/270023 Me Y. No +35L35 3 Series 10120125 Sliding Ulm" Door VW 24tenel'OX Sliding (does Door (FT x 52') IUM502C21 No Yee No +35.35 4 series 10005 SINIngOlese Door MmA Single Patel Fhed'D' Door.(81dolk 47-V2'x OW252(122 No Yee No +25.25 - 95-112.) FCCn4s-R11 PradWa QWlibAeseralee Alpravd for Joe ApproWd fer UM I-- DOW- Basis Product Me". Number Or Nam pmdusiNseddien Ceetnwl EaoirdbnOW 1.114 Cubido HVFrZ IYedebn! Ptotmle 1 Series15)er Encompass prAvpntl311Yrg Glass Door Mnyi 24and roX• 811o7ng Gb99 Opor(861r2' x DY242031 No Yes No +25,25 95-112-) 2 Serkra 190 a Elteanpese oxAvontl 811tlkg Gle»Dpor Mrry181ngle Paml Flxetl ro' Door (Slesl9e, 96r1? x 02118do32 No Yes No +4040 81-112� 8 $ryes 150r ErmmPseswAvantl911dkg Glass Door Wr,42.Pa,.1 rox'sudre (yses Dmr(rrxar) OBW5r2022 NO Yee N7 +3536 4 8elbs1S0or Er=MpMorAwuttlblldlngGle$9Dow Mr(yl Single PeMl Flxad'O'DOor (SMsp 47-12x 027512032 No Yss NO +25,25 r'LiM4 es4ti4predate OeMlib Aesarrae Aorrwd rate Use Approsed Par Use lmdil geliAsi .SHY Prockd Modal. Mueba at Name product Deearioddn Ceetrad 6xelretbn Deb i.NVHZ outside HVFR laairant prseum 1 Smle lac or Enwm pass OrAyarlti Sliding Glass DoOr Vinyl 2-Fennel "OX' 81[dirg Sam Door lsril 2' x OW2412031 No Yd pen +25.23 85112� 2 Series 130 or Encwnpass brAwml Sliding Glaas Door 11rry4 81rg1. Pones Flood 'c'D-(SWIte, 35-1 U'x 02MM(32 No Yes No +4a40 r-lrr) 8 $smog 150 or Erkpmpaes arAm&m l Sliding Glass Door Vinyl 24'w*l -Or Slldlrg Glass near 177.9rI, ON2412082 No Yes No +35.36 4 Samoa 130 or ENmmpesn orA-d Slicam Glens Door Mmri alms 1. Panai FIM ro' Dcor (SMellb, 47.111" x 02060032 No Yes 142 +2&-25 95-1I2� Cn E z co CIO o 0 > CL o Q L� U r1 O U) -4-asJ M m U O L W� Q z� Z a SHEET NO. March 6, 2023 PA le CD C/) -Cu U FF_.� N O im Simpson Strong -Tie 2020 FBC Approved Products Updated t2rsol2o20 � Simpson Strong -Tie 2020 FBC Approved Products updated f2r3orzo2o � Simpson Strong -Tie 2020 FBC Approved Products �pdatetl,2rsorzo2o �7 Simpson Strong -Tie 2020 FBC Approved Products Updated O Ca 0- � N U � (Q (� w O O O LL -0 .� E O Q� L O Q M 4- `+^� .= VJ W ^ , W z V _ cV O O U O W CZ U m L� O W a Z Z Q J SHEET N0, PA 10 12f30l2020 For direct links to all SST approvals Asted belovd, GLICH HERE. For direct links to all SST approvals tlsletl belovd, C.LICN HERE- For direct finks to all SST approvals listed belovd.. CLICK HERE. For directlrtik to allSSTapprovals'llsledbelova CLICK HERE. � F I s . ate Jde i m- tl County Notice o Acceptance CLICK 1T1 II 11 TI., I:I„III III n,i:.l:, I I I - I- U) —00 -0 > C- 0 MAW PGT Industiies. Inc PG-T1nd=trie.s,1uc. CD 0 0 -0 0L MZD FRODUCTICONTROL SECHON PGT ludustrif s. lar. (3) 0 0 a) 1190-55 SX�265we-A, Room 30 -RXSOLTRtES 'OTICEOF ACCEPTANCE-. ENIDENCE SILTBAMTE D N .NOTICE Of ACCEPTANN CE: EVWF-N1iC1 StTBIAff TTED CID -0 DEPARTMENT OF REGMATORYAND ECONO&RC 0=) Mlimnil Florida- r:t 175-1474 T(7M31 OF ACCE-PTANICE: EVIDENCE SUBMITTED C/) 4-� ROARD AND CODE -4DAWMTRA, OF A C CE PTANDCE 1. Evidence submittedunder preiiaus N, aA D. QUALM,- ASSI(JR-AN-CE = =:3 Co co ,NOTICE (-NOA) A. DRAUTqGS B. TESTS (continued) 1- ML-iraiDadeDepwimentofRegulatMYL and Economic Rescurces,(RER).. -0 0 -0 FGTIndm4rks,Ne� 1070 Technology Dm-e�. L Minufacturers die drawings and sections- 5 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 'tatic 0-9 0 North Venice, FL341.715 (Submtkied imder IVOA.Vo. 11-016-7 04) Air Piuim�e Tev, per FBC- 2) Unifom S , TAS 202-94 1. K4LTERIAL CERTIFICATIONS —0 0 LL. SLOPE- 2- Dmv*No. AMD-5570.6, fitledL-'TjjkNq Sliding Glass Dox NOA(L-K77, sheets 1 3) Water Resistance Test- per FBC. TAS 202-94. 1. Notice of Acceptance -No. 154-52& 14 iss,� to,Vision F,-xtrusion Lituilmd, farthei = co CU 0 ThnNOA is being issued under the appliciableraks andreplatiowgpivrning1he use of ce-azttructionmatenals-The through 21 of 21, prepared by manufacttum, dated 10--05;11 5,with wvision Adated J 4) Large Alissile Impact Test perfBC, TAS 201-94 -Afldte Rigid PVC Exterior Extrusions forWin4ows and.Raore'. dated 0843115 1 C) > D) -o E 0" decunientatio n submittedhas been reidewed and accepted:by Nfiawi-Dade CountYRER -Product Control Section to signed and sealed by A. Lynn �NMer- PX. 5) Cyclic !Wind Pf essme Loading per FBC, TA S 203 expiring on 09/301,19. (3) u) Q) 0- be uwd,=.NL=.Da&- CQ=yand other=-45- wiiere allowedby the Audiot#y liavingludsictim (Aa). 6) Foited Entry Ttst, pff FEC, TAS 20-1-94 2. Notice lofAcceptance No. 16�020,08 issued to Vision F-%InLsion Likliled for their -17E c� U) Co CU -1�­ Mis:NOA shall not be valid aftex the expirahan dat Miami deCo f Control Secion state -Da unlylltoduc B . TESTS along arithmadwd-up drawings and ingallati dJ2gF2n1 of vinyl sliding glass door, prepared On t 1000 Tan 2,02 and lighter Shades (AN7ou-A11&R) Rigid, PVC Exterior Extr-usions for V4 U) < -1m N h v hi k I fiamiDade County) andorthe AIU (in areasadiartha,aNfiami Dade Cou�j) reserve the right to alet s I Test on 1) Unifonn Static, Air Pressure Tes,1 per FI�C r TA S 201244 report by Fenestration Testing Lalx- Inc, Test Report NO_ FTL &549- dated 11,10" 5, signed and Windows and. Doors", dated 1110816, expiring on, 17229,Q2 L -ui cc product or materialtested far quaIlity awuranceputposes. If this product or materialfails to petforin in Iffie accepted 2) Large, Nfissde IU4)2ct Test perFBC,- TAS 20 1 -94 se2led by Id almis Ortegg a, P. E., (Test f eport revised on 1 22A4115 and 02A 1116) 3- Noticeof Acceptancle. No. 15-052&15 issued to XTisioft Emrusion Limited- for their C= - C-4 = C= cc ma=�ff,theManufacjUM Will mcur the e xpmsee o f su& testing and &L- AHJ may imtnediate�y re,%, lake, m odif 0 r 203-94 3) Cyclic Wind Presawe LoadIngper FBC, TAS - 6- Test repart a n 1) A& Infiltration Tesa.,per FB4C, TAS 2202-94 "Brown Coated (Fainted or Lammarted) White Rigid PVC Exterior ExtrusMs for a e, ke this suspend the. use of such product or material within their jurisdiction, RER reswves ffie ri&t t jr Vo along with marked -up drawings and installation diagrant of Vmyl sliding- glass door, Wparied 2) Uniform Static Air Pressure Test- per FBC, TAS 202-94 3: W"Indows and Doors dated 08,113/15� oLpiring OnLOYIJ30,119- - 5: = -ceptance­ if ifis detennuied byMiami,-Dade Counhy'Woduct. Control Section that this pmductc�r-maoernl fails to W N.O.JTL871- by Fenestration TestiagLab, Inc., Test, Report gned and I', dated Jj,,0,7jj5, Sj 3)'Water Resistance Test, per FBC, TAS 202-94- 4-- Notice of Acceptance No - 16-0712.02 iiomiedta EN EIRGI Fenestration Solutions USA, W 3: cc =Let the requinments of the, applicable building co& -- Tlis product is approved asdescribed herein andhas been designed to complywith the Florida Buildin Code� 9 sealed by Idalmis Ortega-P- E- (Test rq, Dort fevised on -0.211,546 and 02124A6) 4) Large Nh&sile InVactTe-si per FBC, TAS �201-94 Inc. for their- "TAN 0 and Lighter 101, Shades (Non-White�) Rigid- PVC Exted including the Highlleloicity Hurricane Zone­ 1 Test report on 1) Air Infiltration Tes,! , p. er F BC., TXS -2 02-�94 5) Cyclic Wad Pressue Loadikg-per FBC, TAS 203-"- - 0-4 Extrusions for Window,% and Doors" dated 09A 5116� ffcpmg on 024 /21. DF-wmpnm- series ro-Vinyl Sliding Gla-5-s Door (Re-fitforced) w*o 900 & 13.0 cornersL-11J. �) Uniform Static Air Pressure Test, per FBC, TAS 202-94 along sarhmaiked-up drawings and instaEation diagram of vinyl. slidmg glass door, prepared 5. Notict of Acceptance No- M71104 issued to ENERGI Penestratien Solutions USA, "Bronze Aymok ­ALD0C1TXfE-NT-.Dra i "VixkA, 3) Water Resistance Test, per FBC, TAS 202-94- tq Fene"ion Testing Lab- Inc., Test Report No. FTL 8$52, dated 11,04115, signed. and In-c- for their and Ligliter Shades of Cap Coated Rig1dPVC Exterior Sliding Glass Door sheet MIME No.AM-5-4570.0 Rey B, titled NOA,(LMJ, 4)LaWr Mj&%le Test per FBC, TAS 2014-94 sealed by Idalmis, Ortega, P. E- (Iest rep<d revlsed on 0211 �5�201-6) Extrusions for Windows and Doorf 'dated expiring on 04116i-20, 1, dwo ugli 2- 1 o f 2 1, p rep w e d try in amifa cnuw-, date d 10,10 5Y 15 and last ie-vLis ed � on 0 4 2,10 l?`2 1, s igned and sea led by 5)Cyclic mdPie�.-q=LoodikiperfBC,TAS.20394 7- Test f eport on 1) Uniform Static Air Presm-re Test-, per FBC, -AS 202-94 6, Notice of Acc eptance No- 1"712.03 issued to, ENERGI Fenestrati*n Solutions USA, ion amp viffi th fice A.LvnnNfillff,P-E.-bearizgth,,el,ii,mm-DadeC�omtvProdudC,ontrolRkvis st, i eNo of 6) Forced Entry Test, perFBC . TAS 202-94 IT pierFBC, M 44 2) Large Missile. impact leg AS201 Inc. for their -IT-hire Rigid PN7C ind at ExteriGr Extrusions for W ows and Doors' 4 W .Acceptance number and expiration date by the 3Lami-Da& Couarty Frodw Central SectiDa- along with marked -up draw' and i=allation diagram of idnyl sliding &ss door, prepared MP 3) Cyc lit Wind Ph-ssm Loading per FBC, TAS 203-94 0-9,40117, expirin on 02,2811 R., ssmE I-myAcT R.AmG, Large andSmalllkfissile Inquallesistant XIL I L by Fenestration Testing Lab, Inc., Test Report No-YTL- 8546- dated 111106`15, signed -and along with marked -up draw-ings and installation diagram of vinyl sliding glass door, prepared 7. Test reports No(s). 10-002-792(A), IM&M.,0527-,535753-09- per ASTNE-84, Limitations- 1. Seetablel (sheetZ) md table 2 (sheet?) forapplicableSGD, wat sizes, desi ga pitssures, reinfomenamts q-pes, 9�aled byIdlabnisOitega, P-E- (Fest repartrevised on.01,104116 and 02111,22016) -strati(ML Testing Lab- Inc., Test'Ktport Nia. FTL 6439 (saniples A-1 tbru A-22)� dated by Feme ASTA0.1929 and ASTNID-63 5. issued by EXOVA to Vision. Extrus= for Cellulosic 2bs% types, &L riser (.we tables B-1 & B-2. sheets 7-9) and awhorlayout sheets requirements in 11 duu 1 6� 3, Test nW on 1) Air Inffitration Test, per FB C- TAS 202-94 11,19110- signed and sealed b_y Jorge, A- Causo, P- E- (Submifted under,?V-0-4 A7o., 11- composite miffial I RigidWhfte Tan (Non -white) Rijod YVC andBrowm coated (Fainted or laminated) -white Ri_pid PVC -to be PVC, 2) Ubifmn Static e Test., per FBC, TAS 202-94 Air Pre=tr 010764) (Subirfiffed under X0.4 2,Vo. 11-01017.04) Z labeled per reference-dNOA'srequirements- 3) WaterResistance Test- perFBC, TAIS 202-94 Test report on 1) Air Infiltration Test. per FBC--TAS 21K-94 8- Notice ofAcceptance No. 14-0916.11 issued to Kiiraray America,, Inc. for their I Egress operabledom must ezmplywithmm clearwidthof heightperTECrequirement, as applicable, 4) Large Missile, -Imp2a Test per FBC, TAS 2 0 1-94 2) Uniform Static Air Pressure Tem per FBC, TAS 202-!P4 "SentryGlast (Clear and NkUt) Intertayeil- expiring on OT04i 18. 4. Facket walls underseparme approvat to; be reviewedby Building official 5) Cyclic Wind PressurrLoading per FBC- TAS 203-94 3) Water Resistance Test, per FBC, TAS br their 9. ,N�otic,.eofAcc-eptanceNo.1&111,7.Olissue�toKurmayAmenc�k.Ine.Lf - LABELING. Each unit shall bear a pe=meut label with the numnhIcturer's name or logo. City Forced Entr �.A& 202-94 � per FBC T 6) y Tint, I arge Missile InVact Test per-FBC, TAS201-94 4) L "Trosffblt, 11tradear. Clear and Color P17B InteAavers,7, cqmuag on OT16811, 9. I f oHowing statenwnt '%&ann-Dade County.pf odac t Contral AMoved", noted herein- along with marked -up dm, ings and mstallation diagram. ofvmyt sliding glass door prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94L RIN'EWALof this NOA shall be considered after a reneuml qplicatim has been fikdand therehasbeenno port signed and by Fenestr ation Testing Lab, Inc., Test Re No-FTL 85-47. dated 12/04115- 6) F6roedEntry Test, per FRIC, TAS, 20244 N7T F�, STXTE-11E _ S ch= in &,e applicabl e buil&ng codeaegawvvky affecting the petfaramme of this product. -ge sealed by Idalinis Ortega, P- F (I7est report ma�sed on 02,1516) Ing -along with. mado--d-up drawings and installation diagrant of vinyl sli,6 glassdoorprepared L Statement letter of conforniance with FBC-551*Edition (1-014) and FBC-6&Edifion TER3M-,Vn0-N­ofthu -N70A vrill occur after the expiration date or if thete has been a re-Osion or change ia the 4- Test report on 1) Air Infiltration. Test, per FBC- T.A-S 202-94 4. ed bv]FenesintionTesting.Lab.Inc,,Test.Rep ?No-FTL6337(samp1esA-ltbru.-5 dt (2017), issued by manufacturer- dated M14117- signed &, sealed by Lyini, Nfiller, P-E­ matedaL, u-se. andDr manuf x-fure ofthe product or pf ovew. INEsuse othis NOA asaneudorsement of anyproduct, 2 Uniforra, Stm ic Air Pressure Test = perFB C- TA S, 202 -9 4 lit&10� signed and, sealed by Jorge, A- Causo, P: R. (&,ibmiaed underY,0-4.Nr6.11- y uumufw-ftwer, signed 2- Staterneutlefter ofno financial interest, dated04IM177 issued by for sales, a&e' any otherpurpose%shall automahcal�yterminatee ffin INOA.Failure to coaap�yvatliany rtung'" 3) Water Rmistance Test, per FBC- TAS 202-9-4 010,� & scaled.by Lynn Miller� P1­ ser-tion. of this NOA -,h& be cause for ternaination and revrtoval ofNOA- 4) Lmge Mmile lftV2& Test pu FBC.L TAS' 201-94 3. LetW of I-ab conpliance, part of the abotne test report& ADVERTISEW-N-T: TheNGAnumbet precededby the war& IkEami-Dade County, Florida, and follow-ed bythe 5) Cyclic, 'Al'ind liteisure Loading per FBC- TAS 203-94 C. CALCULATIONS 4. RER- Test, Propos2lNo. 17-0397, dated 05JD5,117� signed by Ishaq Cb.anda­ RE. expiration dafenWbe di*ayed in advertl�ing literature- If anyportion of the NOA is dizplkyed, th en it s h, a, 11 b e 6) Forced Entry Test, per FBC, T-AS202-94 . I - Anchor verification calcutat ' ms-and strudural an*w, complymg with FB C -2014, done in its, entirety- along With rnaiked-Up dMjN'MgS and If[stalitioft d lagratu 0fvmVl sliding door pq=ed gh prepared by PGT.. dated 1210911 5and last fe%rised on,0111 516� signed and sealedby G. OTHER LNN$FFCTION-� A copyof this�eutire NOA shallbeprmi&d to the aserbythe naactufachner or its distributors and by Fenestration Testing Lab= Inc., Test Report No. M 9548r dated I M4,115, signed and YO AnAwuyIMiUer-P.E.(SnbmhtedmndetI AYo.,15-1210. N - 1- Noticeof Acceptance I Tio- 15-1210,01 . issuedto, PGT Industries, for their Series 1 - -`. shall'6e available formspection at thejob site at thtyequtst of the.Buflding Official. sealed by Idalmis Ortegk P. E (Tea report revised on -0 V04116 and 0211116). 2L. Glazing con4Aies with ASTNIE-13-00-09- -55 5570127770"'k, .1 Sliding Glass Door (Reinforced) -L.AILL --piringon04440-21- e This LNOA rex-ises & renemNVOA 420-0429.05 and consists, of thispageg I and e.%vi&we pages E- 1. E-2, E-31. E-4. E -5 & F-6 as well. as appro val docunient meatiozedab(m.- L Chand�, P.E. Ishaq 1, Chanda. PZ P� 17 0 Iskaq L Chash, Pa The mkinifted doc menfatica was mriewed by Ishaq L Cim n-da, P 1� Product Con"! U-itit SuperTisor product Coatrel rMit sup"-,O�r Pmduct Contra] -V;Rit� supe"iser NOA No.,, 2 1 - 4210 5 �.,D 3 INDA, Not 21-0266U-i NOA No. NOA No.21,1-0209,03 Expiration DiNtet April 14,. N16 ExpiratilonDakt -AP61144616 ExpirafionlYate- AVA114,M26 Expiration Date t, April 14,1WU Approv al Date� Xlarch, ZA& :021 1 7 Approv-9, I Datt'.. 11arch 15,10!1 .4�pvoval Daw 'llarch 1-9, Im.1 Approval. Date. lfarih 1021 FGT Ndusnie-s. lat. CGI Windows and IDomi, Inc. PGT Lulustries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SURIXErTTED TS-OTICT OF ACICTPTAIN-CE: ENT DETINCE SUB -NUT TED NOTICE OFACCEPTAINNCE: EVIDENCE 2. Evidence Subtafited under pre-Aious submittal Ei 'KXTERIAL CERTIFICATIONS (Continue) 1 NewExidence Submitted 5. Quanex Part Suver Spacer Stand complying with ASM1 C 518 Thermal, Conductivity A. DRAININ-GS 0- 8 8 1 B T—U iril hr.. -ft�- -T, A STM, F 124 9 VvVM-P ass, A STMI I D3 9 8 5- Oxygen ­Pass, A S 1M E A. DR-4L-XVLNGS I. Drave inz N o. M D - 5 -5 7 0. 0 R ey B, ti�tled - Yiny) I Slid ing G 12-5 s Door NOA shee s, 2190 I.G. Durability -No Fog -Pass. (Submitted underpr^lows A70AIN-7o. 15-0409 05) L Drawing No. -S1D-,5-15X0 Rev B, litled'vIinyl Sliding Glass DoorNGA (L1v*7, sheets 1 1 thraujh'-) I of 21, prepared by nmufacturer, dated M-5/1- 5 and last revised on through 21 of 21, prepared bymanufacturff. dated IM515 and lastrmrised on 0_ %Q120, signed and sealed by A - Lynn Miller, P�E. Quatim Part Duraseal conV1yiqg with A-STM C518 Tbemaal ConductiWy 2.22 BTUI-mf sigmed and sealed by A.- Lynn Miller, RE� hr­-ftl�-'F, ASTM F 1249 WVTR-Pass, ASTNI D 1434 Argon PffruearicePas&, A-STM E Note. This: revision, -consists replacement of, sam, e exist=_ installation screw with f lat head- B. TESTS 218-0 11,G" Dun. biht�y-No Fogr ASTM E 546 Dew, Point Developnient -2-VF In 48 hrs. 1. Test nTarts on: 1) Air Infiltration Test, per FBC, TAS 202-94 (SubmA&W under.N'0-4 No. 15-6469.05)� 2) Uniform Static Air Pressure Test, Loadirigg per FBC, TAS 2012-94 7- Vision Extrusions, Ltd- Parts complying with PVC-AA.114A 303-13, Voluntary"Specification & TESTS 3) Water Resistance Test, per FEC, TAS 201 A 2-91 for RiDd Potyvmyl Chlonde (PVC) Exterwr Prafiles for V mon ExhirAons, . L td,. "VEX- I b Y L None� 4) Large Missile, lni�wt Test per FBC,,L TAS ?01-94 deL Certification Program t&i ftigyrd under JVOA lvo- 15- AAMA Fenestration Exten" Prof C. C.UCTILATIONS E 5) Cyclic Wind Pn-ssuie LoadingperFBC, TAS 203-94 04 69. g) L, None_ alangwith marked -up dmings and installation diagram of all. PGT Industries, Inc. 8. Vision F-xtrukon& Ltd- Parts complying g, with PVC-AAA1A 3,03 -13- representative urats listed below and tested to qualify Dowsil 77 91 and Dowsil 983 silicones. 11britiffed under X0-4 JV& 15-0469. &�) =3 prepared by Fenestration. Testing Laboratory, Inc.- Test Reports No.: 9� P`VC--AAMA 303-13, Voluntary Specif=tiou'fof Rigid Poty�yl Cliloride (?VQ Exterior D. QUALITY ASS1,TRAINCE FT L-7897, PGT Mr5520 PVC Fixed Window (unit 6 in proposal). dated 0,0103/14 Profiles for Vision. Extrusions, Ltd--VEX-1 by AAKA Fenestration Exterior Profike 1- Nlian&Dade Department of Regulatory and Economic 'Resources (RER)- U) , A , oA FTL-20- FTL-20-2.107.1, PGT SGD780 Aluminurn Sliding Glass Door (11 7 in pwp C'ertif icatw-n Pf 092111 2107.2, PGTCA740 AlunL Outsiwing Casement lArindow (unit 8 iriproposaf) FTL,�20- 10- Notice. of Acceptance No. 18-1217.14 issued to'Enem,"Fe-nestrafion Solution, USA� be. for E. UATERLkL CERTIFICATIONS, 2107.3, PGT PW762,0A Aluminum Fixed-V7indow (unit 9in, proposal)- and FTL-20-2107A, their -Tan 3040 & light shade (non -white) NAThite Rigid PITC Extetior E113%sWns for L NGtice, of Acceptance No. 19-0305-02 isssried toKurm-ay America,, Ine. fortheir > PGT PW7,620A Alumirium Fixed Wind= (unit 10 in proposal) dated 07/13020- all signed Windows -and Doors", e�xpirinp, on 02-104,021. "TrasHoW, Ultrack-ar, Clear, and Color PVB Glas;lnterlayers- expuiqgan070&24- 0 and sealed by Idalmis Ortega, PE. 11- Notice, of Acceptance,"No- 18-0122.02 issued to Energi Fenestration Solutim, USA, Inc, for 2., Notice of Acceptance No- 17-080&0-1 issued tokuraray America, Inc. for their > Ion g on their �series,-Whiite Rigid PVC Exterior Extras' s fwAX'indows and Doors", expirin "Sen",GLast, (Clear and White) Glass lntejia�vrs". e%piting on 07,1U123- C. CALCULATIONS 02,128Z23- 3'. Notice of Acceptance No- 184106.10,issued to Vision Extrus;im, Limdtedfbrth&`Browu 0 < 1, Anchor verificatim calculations, and structural analysis, ComptMg WIth YBC 111 Notice of Atceptance No- 20-0203,03 issued to,Eneigi FenegrationSolutim USA, Inc- for Coated (Painted or Laminated) 11rhite Rigid PVCExterior Extritsious for W. iudows Edition, (2020)- dated ", -2120 pXpajed, b-" maflufaeturer­ signed and sealed by their -Bronze & light shade cap coated White Rigid PVC Exrmior Extrusions for and Doon-, -expiring on, 09130124� 4­0 0 Antbonv,LynnlMer, P-E. Windows and Doors'% eViting on 04/16125- 4- Notice of Acceptance No- 19-1106.11 issued to Vision Exwuions Limited for their series -7 Glazini complies with ASTM E 1300-04,�, -09� -12 -and -16. -VE 1000 Tan 20-1 and fthttr -shades (Cou­-White) Rigid. Cellutar PVC1.xterior T D. QT-I.ALM!'ASSITRAN, CE 1. STATE11ENTS E x1irusions for Windows and Doors-, expiring on 12�290122 1. C) Mami-Dade DepadmentofRegulatmy and Econorric Resources (RER). 1. Statement letter of conformance to FBC 711 Edition (2020), dated M21,20, issued bry u=ufacturer, signed and sealed by Anthony Lynn Nfiller, P-E. F� STATEXIETNTS, E. nIXTEMLL CERT111CATIONNS 2. Statement letter of no fmancul interev and of independent, issued by manufacturer, dated 1, Statement letter of confonnance, to YBC 7"1 Edition (A720), dated 02,10.1)21, issued by L Notice of Acceptance No- 19-005.02 issued to Kuraray Amei*a . ' for their JOL signed and sealed by AnthonyLynn Miller, P-E­ 0+1 SQ manufacturer signed and sealed by Anthony Lym M-luff, P -E.' U) "Trosilolt Ultraclear, Clear, and Color PVB GlaSs'laterLayert" C*ring on 1 Private Labelkq Agreement document 1;etwreen PGT, dated 03,30,115 and signed ky all 2- Priv-ate Labeling Agreement dated 03*9)21 bemeen PGT Industries Inc. and CGI M 07,08i24- involved parties. Windows and Doors Inc-, signed by Dean NL Ruatic, P.E., V.P. Engineering, on behalf of M 1- Notice ofAcceptance No. 17-M&012 issued to Kuraray America, 1-nc. fortheir "Sientq�-Gla,&:9, bothcoiWanies- < (Clear and'"hite) Glass Intertayal"- c4&ing on 07NM3. G. 011wXS 3- Notice of Acceptanct- No- 18-1106.10 issued to Vision Extrtusions Limited for their "Brown. 'Laminated)AFbite L This NOA reNlses NOA# 17-4420,06 jYVT-wkG1) and updates toFB('2020 (77"Edition)- G. OTHERS Rig Coated (Painted or gwi PVC Exterior Extru sions uvil* 0412 1 ��2 1 L Tins NOA revises & renews NO.029-0429.05, (PLA, wIC-G11,expiring m4r2c .for Windows and Doofs", expiring on 09301224� I RER Test proposals �#19-1155 dated, 0,111Q20 approved by Ishaq 1. Chanda, P-Lexpiring 2. The current associated PLA CGI Me- -1421-0205� OL expiring 04/14�26. 4. Notice ofAcceptancee No. 1&1106.11 issued to Vision Extrusions Limited for their 0 11 *n-, 1, W series,"AT 100 Tan 202 and lighter shades (.N-o"Thite) Rig M Cellular PVC two, �41 Exterior Extrusions for, Windows, and Doors7-,expiring� an 12,12,912 1. < hhtkii L Clouda, Pa. Islaq 1. cl�anda� Pa. Ishaq L'Cliand-a! Pa. Product Contivi Unit Supervizar Prodwi jCcintria -unitsap�,-&.r Z Produd Control Unit S-uper-riior N70A N43� _'1-02ff.03 INDIA, IN-0. :1-�D 2 a-SX13, Empiration Date, Aptil,14,20ZO, ExpirAtiou D A�pri ExpirationDaut Ap;il 14,.1026 Approval Date-. -Mlarch 25.2.0. Approval Date, March 1154 2021 rL -Approval Date. Nfarch 2s, 2021 E -5 -6, E 4 SHEET NO. March 6, 2023 PA 1.4 1 W "'J'fl I I Ili lii­ 1,­.�]­ I T4J 1 1 -------- F--- I J _4__. (D (1) c— CO (3) > C— 0 0 MIAMI- MIAP41-DADE COUNTY PRODUCT 0 0_ 0 " CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA,.LLC (1) -0 0- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 (D BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED W CD - NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/eeonomv 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 -0 0 Co C 0 -2 -2 L_ " (D Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 2.= -2 C= 3: 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 = .0 U_ M 4— — Co prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No, LT4612, titled 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 0 M 0 > SCOPE: "Cost -Crete 4", 6" & 12" Lintel Safe Load Tables ",sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 "Lintel Lintel Safe Load Tables" sheets I Lintel Safe Load Tables", sheets I through 3 qf 3, last revision dated 06112114, all E=- 0) C) L_ 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, Iasi revision #1 datedApril 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E. , dated March 2,�, 2003, last prepared, signed and sealed by Craig Parrino, P, E,, on 08119114. M 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 .0 CU _4__0 U) < 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 -0 C"i (AHJ). 1. Test report onflexural testing on 4", 6" & 12 " Precast Concrete Lintels Filled and L None, C�4 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 (n Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236 acc this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. 11amon, P.E. C. CALCULATIONS prepared by Craig Parrino, RE., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the A14J may immediately revoke, 1. None, R modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE :-:; 11 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, 207pages, prepared by Craig D. QUALITY ASSURANCE L 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 or Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS E This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrhio. P.E., signed and sealed by Craig Parrino, P, E. E. MATERIAL CERTIFICATIONS 1. None, - Zone of the Florida Building Code. L None. 2 DESCRIPTION. (Cast -Crete) 4", 6" & 1211 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 an May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig z prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 200-7. 1. Letter from Cast -Crete Corporation, dated February 03, 201Z signed and sealed Parrino, P. E., certf�ing­ 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, z MISSILE LVIPACT RATING: Large and Small Missile impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, filled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables" ' sheets I through 3 of 3, prepared by 1. None, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008- B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS L None. 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 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS I. By Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. None, D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Aflami-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 E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. /,A-��hny*A. Makar, P.E., M.S. ' ' - /��Ielmy A. Makar, P.E., M.S. lmy A. Makar, P.E., M.S. Pro�fuct Control Section Supervisor ProcVuct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No, 20-0630-15 NOA No. 20-0630.15 --OVNTYR rttArfate�W& Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date. 09111/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date- 08/20/2020 Approval Date: 08/20/2020 Pagel 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 L None. 1. Xone. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None, 1. Alone. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. ByViami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None, F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117, signed& sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 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. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details': sheet I 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 O through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014 all signed and sealed by Craig Parrino, P.E., on January 22, 2019, B. TESTS 0 1. None. L_ C. CALCULATIONS Q 1. None. D. QUALITY ASSURANCE �, m 1. By Miami -Dade County Department qfRegulatoty and Economic Resources (RER). E. MATERIAL CERTIFICATIONS =:3 1. None. —0 F. OTHER 1. Article of Conversion for a name change. O LU A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. (3) (�'Heluiy < Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 0911112023 < Approval Date: 08/20/2020 Approval Date: 08/2012020 E-4 E-5 SHEET NO. March 6, 2023-1 PA 1.5 2 EW_%X1XSA1LIQAT1MREP0Wf NO, 20-07ZA.01 3 /I I L1 MO �,N \C ' TILLIT TESTING a ENGINEERING COMPANY Z2. —TESTREPORTS: 6. MATEMAL CHARACTERISTICS AND PECIFICATION: _VVA I TFR A. TTLLIT. JR., F.E.. - ____ — ditecQ@EHI ... Large missile impact and fatigue load tests were performed under Protocols TAS _ Shall be strictly in accordance with General Notes and Components indicated on � FL P.B. L­ NEI 44 1�7 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing H C - Ll­ % WO 6119 as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/09/1 996, #96-570 dated 091`1 8/1996, 26, of Product Evaluation Document (P,E,D.), drawing No. 20-176, PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P_E_, Fenestration Testing Laboratory, Inc. reports At 2032 dated 0411611998 and # 2126 dated 10105/1996 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS-01 U r- z. REPORT NO.: 20-0728.01 02119�01-09, dated March 4,2009, signed and sealed by Edmundo Largaespada, -3 P.E. and Henry Haftem, P.E. 7A. Shall be strictly in compliance with General Notes No, 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc,, dated March 13, 2009, on sheet 1 of 26, as well as General Notes # I thru 4 and I 1 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 Tlltsca, Inc. and signed and sealed by Walter A. Tillift, Jr., P.E, PRODUCT SUB -CATEGORY, Storm Panels Z.-3.STRUCTURAL FN ... GI ERING CALgW_ATJQR$: T2. 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 P Produpft LLC, length based on ratIonal and comparative analysis, and in accordance with 7.3. Product shal I only be Installed Into poured concrete, concrete block, and ptaction 4800 S.W. 51 Street section 161 6 of the Florida Building Code, Calculations prepared by Tilteco, Inc,, wood frame structures. dated 11/03108 and 03/12/15, signed and sealed by Walter A. Tillit, it., P.E. Davie, Florida33314 1, PURPOSE OF E �LUIATION; 1 MIS ILE IMPACT RESISTANCE. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida Licanue This is a Product Evaluation Report issued by Walter A. Tililt, Jr., P.E. (System La rge missile Impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc. (Fiords CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61 G20-3, Method 1 0 of the Florida Department of Business and 4. WIND LOADS &P-SISTANQ - ,"'1041iffil", ,i� A, T144 'Nx /5- N'. Professional Regulation. --,E- 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind Loo,�" , .: � - ., , - . ,/ �e ,e -`,,AEN& '.... ,4e - , �p , . ,, ��_ This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indir -ated on sheets 8, 10, 14, 15, - I i __-, � . .. - . ­9� ' 1=z�� 44167 -. been verified for compliance in accordance with the 2020 Seventh Edition of the 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 1 7 I __-, ­_ p. 11Z_ !*= _.. - :7-S_*_". 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, I 1, , ---!-I-,* ., = ,_,,� �,401,-*-�%, STATE OF 4-F at least equivalent to that required by the Code. 14,15,17,18, 19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), ,-'- I— I , .4i-­� �%,*`Q�,,- 1,40031L.--'��$F drawing No. 20-176. ,�, ; 01" r, - - . I I This Product Evaluation Report shall be subject to review and revision in case of ,,,;, kvs/ 0�,�­`,,, a Building Code change that may affect ft limitations and conditions 5-INSTALLATION: 91/fil) IIIIW%V, Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED: sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document WATELL D�N TILTEGO ADMON RECORDS l P. E. REPORT-21) � GLOBAL, PROTECTION PRODUCTS, LLG � 2G GAGE 2,11,E PRODUCT EVALUAI�l-ON.1304CZUME-NT-(F!.E.D.14 (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GAL VANIZED STEE L STORM PANE0 DRAIG A 26-1 78 k REPO RT # ZD-0728.01 Drawing No. 20-176, tided 1120 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 07128/2020. This drawing Is an integral part"'i"Up"'S"', 0�4 Evaluation Report, kv � A. tQ,,,�!�P, ,%%%WIIIIfIfTt,y,, ,N%11 �, P, T11 E, E!,Xv .0 �x .: ... k 4 /I l!". w'. ", ........ /-, !"', ­_ , .I. CEN " ��-Ip 0 " 1�.`X,,��_ ._­ .. I/ ��-::kv ,`\�\I,Etise`%�P ;$L -:,C- , '. , � - I - , I - � , .. A - - - _.- 1� I. S __ - -, � , . .. - , 0144167 _­ � i ,_ - S - 44- ' S '_�� �� --- - 3�_-R .-!+4167 '� _ _ _ _ _t , S ---- - --j, . : _,,,,,,r - � = - �d I 11 I - : I :* B * 77 - ��A,y IF I * i*f � " � � I . - -rf . - - � - _�� = , 1-1 � - _4 - : 4C " �� - STATE OF ,'Q- -' / 11 ,-a- - - _-5, .., 1AC - , " .. � .. " , I'll, � � 40FTI .�-" , . ., , ", � �,""'tOR III I .. _ I13 , - , -* , , 6355 N,W. 36th Street, Suite 305, Miami, Fllorida,13166 -Phone: (305)871-1530- -. .. I, , - / o ,,,, iIIi4" , foit,L " I i� 11 11011111,� "'It", 11 ----I MEa&L-NUEEN: 8 3) IN CASE THALT, PRECAST STONE. OR PRECAST CONCRETE PAN". $cJCW OR WOCO BOARDS BE POVE10 ON TFIE OW.Q-EDR-2LOAW,A&MMML,iM=-MDMLBM" EXISTINC WALL ANCTIM, SHALL BE LONG ENOUGH To RL,AC,i THE MAIN 5TRUCTURT1. BLIElp,lo SUrt, PANELS. I � STORM PANEL SHOWN GIVE -741,15 PRODUCT E�IALUAITCETN DOCUMENT (P C.D; HAS BEEN VETTIL,Eo, FOP cottPLANGE it, ANCHORAGE SHALL BF AS MENTIONED IN 8 I) AND IN 6 2). ACCORDANCE WITH ]HE 2020 (70, EDITION) OF T�V FLORIDA SUILDIN(� too, Ic) !Q_FEGMftQ_M:, -imig'-spz-w�ia-�i.��.i-��=�m.h� DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MMITNED CODE, - 1/4�t TAPICON ANCHORS, AS MANUFACTURED BY IT A 8UILDEX, INC Fop A WIND SPEED AS RECUREET BY THE 4URiSDICTION WHERE THESE SHUTTERS EI BE INSTALLED AND - EIIIA-10 PANELVATT FEMALE Q AND PARELMAIT PLUS ANCHORS, AS MANLWACTLIRED E-`Y ELCO CONSTRUCTIQN PROOIJCTS , A D`REVFLQNAUT*VACNJA Kd�0.135 USING ASCE 7-16 AND SHOM-1 NOT THE MkMMUM (,I,SD) _ 114�0 LAS SCVEWS PER 14,11S. _E(CEED OLSON PRESSURE RATINGS ROCATED ON SHEETS 7 THIRD tZ 14. 15, 16, 19 & 2Q. - 7/16"'A � 5/a' WOOD DUI AS DiSMIEVIED By ALL POINT SCREW, 96LI & SPECIALrt ED IN ORDER, To VERIF, THE ABOVE CONDITION. VI.TItICITE DESIGN WIND LOADS DETERMINED EFFIR ASCE 7-115 C I) MINIMUM THREADED PENETRATION INTo WOOD OF TXPI ANCHORS S1NkI,L WE 1 E/2� AND ?' FOR ELCO FIANCILMATE �UJS 94ALL BE FIRST RENICIED to A.S 0 M3)GN WEET LOADS BY ML11 11PLYING tME19 BY 0 0 IN ORDER To AND PANILMALZ PEMALF to, COMEPARE MM A/ W, IA -SO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I THRU 17, t4, 15, 16, 19 & 7D ' IN ORDER -10 VERIFY ITHAT AhCF*1_ ON THIS 41 E D AS TESTED WERE NOT OVER STRESSED. A 137; IN LEAEF 44 AVILIDWARLE �v �) MINIMIUM F(REAM PENETRATION Or At SCREW, INTO THE WOOD FRAME UNTI SHALL ELL ' 112', NO WrIFEADED PENETRATION INTO stucco S"_ BE ECONSAI)E"'m As PARI OF TFIE R11VIRE'D THREADED TFINE'RATION STRESS TER WIND LOADS WAS NOT USED IN THEIR ANALISIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH NOS 20III, C 31 MINIMUM EDGE DISrAHICL ,or LAC SCREWS, INTO WOOD SHALL BE AS INDICATED IN TTtE OPAANC, STORM PANELS ADEQUACY FOR IMPACT AMID WIND RESISTANCE R45 BEEN VERIFIED IN ArODRDAN(CE WITH SECTION i626 OF THE ABOVE MENTIONED CODE A�S PER HuReXCANE ENGtNETEIINC & IE$7� INC REPORTS DE-seq. S'S-570 e 96-T.30 Mo C 41 MVEMMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8' 114' 0-20 SCRIPAS USED SKAL� BE 7 1/2- I(MIr MINIMUM FUNTESTRATION TE5TNK1 LAB INC. REIPORTS #2032 & #2126 . AS PROTOCOLS TAS-2GI. TAS-202 AND TAS-N3 SHOV1.1) -5f F�,t-_7, AND 1* MINIMUM FOR WALLS WITH AIG STUCCO 1 AS, WELL AS AMORICAN IM LAB Of SOVill FLORIDA REPORT 00219,01-*9, AS PER TAS 2olf TAS 207 AND LAS 203 SIANDARDS. C S) IN CASE THAT PRECAST S7QW. OR PRECAST CONCRETE PANI STUCCO OR wow 50"RE5 BE FGIEND ON 'HE EXISTIM WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH �E EILEEN STRUCTURIE IIII SUCH PANELS 2 ALL ALUMINUM EXTRUSIONS �-, _K ISO63-T6 A�OY Mo TEMPLE (UNLESS OtHEFAA-E NOTED) SEE S.HtrE 2 ANCHORAGE SHALL BE AS MENTIONED 11 C 1) C 2) & C .) I ALL ALUMINUM SJ­,E`T UETAI USED V, CLOSURES SHALL HAVE 31D.5-HI4 ALLC� (0) ANCHORS SHJ1IL,L RE INSTALLED FDLLQWINQ ALi OF THE RECOEIRIFNICAr ONO AND SPECIFICAILOATS OF THE XXF;No S AAN,FACTURSFi 4 ALL STEEL SHEET METAL PAWLS SHALL HAVE STRUCTURAL QUALITY 57n. ASTA, A-654 GRACE 5D EELMIMIJV� G- 60 CALuANIZED STEEL CEShINATION W/FY- N,,S ", (AFTER ROLLED) IT PANELS MAY AI.So BE INSTALLED HORIZONTAILA_f FOULOWIN6 INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH ED ISHEETS A THROUGH 6) EXCEPT �-At KLADERS (ITTE Q) SHALL. Not BE USED I ALL -SCREWS TO K STAINLESS $TEEL .V4 OR 31$ NET SERIES OR CORRCE510L. ELSI COADED CARBON STEEL AS PER ON 5oola W/ 50 �i YtS:LD sTEt-_Ncir; AND go EX, TENSILE STRENGTH & SIALL COMPLY W/ f-LEIRIDE, 8LIfLD&C CODE 9 IT SK41 BE THE RESPQKEJUT� OF OHE CONTRACTOR IG VERIFY THE SOUNDNESS Of THE STRUCTURE WHfR[ SHUTTER IS To BE SECTION 2"I �L3.4 ATTACHED TO INSURE PROPER ANCHORAGE THIS SLOTTER 5-AU ONLY BF ATIACEILD It) CONtqM BLOCK OR Wono (TAME aIRI , 6 BOLTS TO RL ASIIM A-"7 GALVAMZTED STEEL. 09 III j04 5014-S blAINLESS STEEL INFIR af ", MINIMUM YIELD STRENGTH to ENON REGIJUP 5TORN PmLL WITH LENGTHS OVER 8'-8 THROUGH 12'-4', AS PER SEECITQNS 15. a. 9 IS, to AND ALTSNATIVES TEW, � ANC.MORS TO WALL V4kL BE 4S PoLtOWS SW & IOW ON SHEETS ', 6 ,&, 12 RESPSrINELY. SNAA HAUL A LEGIBLE AND READI;_Y VISAIELF MARK1141Z INEIRUCING OWNER o�fl TENA-47 To SECURE PANELS WIT4 APPLICABLE REINFORCEMENT DURING FERIOES OF FKJRW,AI WARNING � , (A) TD_P,O$7BW._PD0W__C,ONOiETr It fNSI`ALLA ION CONTRACTOR IS To SEAL/CAULK ALI ElUTTER clUMFONTENT EDGES VE REEM,43N Ili a�AETIIXWUS (Y,VN7ACT AI ;HE - 114'4 TAPCON ANCHORS AS MANEUTAC7URLD & IT, W aUILDEX� INC (MI,, r­31 92 IT. 0 HE BuLLDENQ To PREVENT WINDIRAN INTRIJ15ION - I tfAIA ec /4, 0 � 7/v , -44 JEATCA'I As MEoLFACRIR - By DEWAlt INC (MIN. "­�OCO P-�,4 - 114 - IT * 5OLIO-$FT ANCHCAS, AS DISTRIBUTED 3Y ALL PONT SCREW, SOLT & SPECALVY co� 12 STORM PAI ' INSTALLATION SNAL COMPLY WIT; SPECS 4VEDICATED IN THIS DRAWIRc PI ANY BOLDEN" AND 2GHING RoCULATIoNs tj��I' (Mil, �3om P.Sil) PROVIDED Bf THE 40ISNCTION WHERE PERMIT IS APPLIED To - II14-N5 PANILMATE FIETEALF ILI & I'MRUATE 11,0S ANCHORS, AS MANUFACTURED B`- BCO CONSTRUCTION pRoI_ (ME , [*­3350 P­.) 1) (a) THIS PKOUCT EVALUATION DOCUMENT tPL DJ PREPARED By THIS EIREGINEF4 I'- GIENERICLIMID DOES NOT, P"uE iorOBXALKoN N � - 1/4 0 CT TAP-QRP ANCTORS�. AS MANILIFACTURED EST TRU-FAST CORPORATION (!'­3600 p­,) FOR A SITE SPECFEC PROJECT, ­ WHERE thif SITE CONDITOONS DEVIATE FITOM T14E RE - A 1) MINIMUM EMBEGIVIENT OF TAPEoN )ATCHORS tNED POURED CONCRETE S.AU BE 1 �/4': I' �GR P�NOLMEGE FFMAIE I 0 COW`ENCTO� TO 13E RESPONSIBLE FOR THE SELECTION, PURCHASE AND 1NS`QE"'ON NI kFE SAFETY OF THIS �ROOUCI BASED OE,E TWS PF.D PATCAEO HI DOES NOT DMATE FROM TN-. CONDITIONS DETAILED ON I'll% DOCUMENT ED AND PANTMACTE PLUS AND I I/.- FOR CF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE M 411L CWTIACTUR'S RESPONStEMIV A.2) CATELK-IN A, SCI,O-SIE` ANCHORS SHALL HE EMBEDDED 7/6- INTO THE FIGURED CONCRETE NO EMBEDMENT INTO (C) THIS PPQDUCT EVALUATION DOCUMENT WELL 13E CONSIDERED INVALID If MODIFIED. SIJCC0 SNIEU BE RE-EIRITTED I/-- ­20 SCREWS USED SHALL BE T 1/2- LUNG NINIMUM 5LOEULD STUCCO EXIST, 40 I� EATFMUM MR WEEU�S WITH NO STUCCO, 40.) MAY BE HEADED SCREWS OR A- THREADED SCREWS W/O HEAD. Ed] SITE SPECIFIC "M$EVS SHALL BE PREPARED EFY A FLORIDA pEQS7ERLO CNETHI OR AREHtIT,CT WFICH WILL ETECOME THE BUT WITH WEN-1 FELTS ENGINEER Or Fr,cQNE (F,o.R) FOR THE PROJECT AND '*to WILL RE RESPONSIBLE FOR THE PROPER USE OF THE PZEF ENGINEER Of RECORD. ACFW� AS A DELEGATED EkOfIXEM To THE A 3� IN CASE T"A7 PRECAST 5TONE, PRECAST C014CRET-1 PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND 0. �.F , .ED ENGINEER. STALL SUBMIT 10 THIS LAnTR THE SITE SPEEIErr DRAWINGS FOR _�EEW EXI$VNC WALL on FLOOR, ANI S,HALL BE LONG FNGUGH TO REACH THE MAIN STRUCTURE 6&?No SUCH I PANFIS AEACHORkU 'HALL BE AS MEPITIONED IN A 1) AND IN A 21 (EI;) THIS P1 D Sliki BEAR THE DATE AND ORIGINAL SEAT, AND SIGNATURE OF THE VROVESSIEWAL ENGINEER OF RECORD THP PREPARED IT 0) LQ�'L. ZX&_WA.L_Ai-LIET_C=1V - 114- - TAII ARCHORS AS DIANUFACM�REO Err I T W SULDEX, INC, It SHUTTER MANUFACTLIFTER'S UElSft SHAU BE LOCATED ON 4 READILY LESIULF LOCATION AT STORM - I�4- 2 , 7/8- CALK-M ANCHORS. AS 4ANUrKTURED LEY DEWALT INC (MIN f'�150Q p­,� PANEL SHUTTER IN ACCORDANCE WITH SECTION 170I 3 or FLO" BUILDING CODE, ONE LATTEEL SHALL BE PLACED FOR EVERY OPENING LABELING TO CQA1PL`F WITH SECTION IfIog,911 OF 714E - 1/4'- - 3/4' SOLIC-SET ANC41OAS, AS DITTROUTED BY All PONT SCAEW, Bou & SPEOALry �o FLORIDA BUILDING CODE (MEN T'­IBOQ P,AJ,) - - J14-IU PANELMATE FEMALE ED AND PANEUXATE PLUS ANCtICES, AS MANUFACTURED BY ETCO SEFFEETUCT,ou T CONE 1 gg. �� ��� � ��� "RoI IMN r-21571 D"') "ItO 41" NEE, - 7 # GF TAP­GMP ANCHORS, AS MATIVIACTURED BY TR9-FASI CQRPGEATKRI ,01"A�V#All! 71" '?� � , ­ I � �4/,PN 4,� _,�. �, . . I � -- B 1) MWAA.SE EMBEDMENT Gt TAPCON ANCNCRS, ELCED PANELVATES AND CF rAP-GRTP ANLC,IGA� LHIT) 441- comig-4.1.1' � , lz�?_ FLORIDA BUILDING CODE (High Velocity HurricaFNE Zone) ' I`� I:-__1k_ - KoTI Jw sNAI-i RE 1 4/.' 14� .�' , , . .Xul. NL,BX,, AC 20 GAGE OALVA#QEO SrEEL STORM PANEL �t .1 No 4 , .; I EV, 167 " = __ 9.2) QAL­lN & SOLID -SET ANCHOR-. STIALL BE EMBEDDED 1/8' INTO THE CONCRETE SLOCA UNT NO EMBS" = ' I r INTO S7VCQ0 $�OXL BE PERMITTED 1/4* *-20 SCREWS USED SHALL Ef ; 1/2- LONG wl-m-LEM sHoUlat'll'I _� - �__, . , "I � <2 �__ I RN ODUCTS, LLC,l ", AND FOR Sf__uP%, EXIST, 1 ONAAw w"Lls AII NO STUCCO , / ERIC S,�TA I OF r�it�_7 �, TI­­­-, , --- I - 1. `I1 SENT I OF - ,x------- . . — I.AI .,t %,-�4,-",-."`Z OF! DiE, - -4 - - 'HWEEN'to .PNW_ ­V 617 ­i�,Wr;! _E" , 11`8*07 1 20- 176 61 t ,�,,F,', HE-MASI F. (9`NRX%,­ �, " � - O." __ I I. " S ­ .-�:�, PIXIE ­ - I - MEX !!!, , ",,,-,,' 51 , CA-EICC(IIII, . - 1 ­ - I IVOIEV "t 1 , I - �NEI'40 isxE,,SX;AcuFuo,I "I A ". IF ... PE m i f".......je I I . , I - ,F--,l . 11 - I - i.- I IR, �A � . __ I I I I - ___ ISSIALLATION DEIAU FOR REGULAR FANEL5 d) & INTO EXIKING POURED CONCRETE OR C :1 CONCRETE ANCH1.5 (SEE SCHEDULE ON ANCHORS � . 7 IsH�ws IRROVICH, ITT I �, 11 It � , - I CONCRETE ANCHO'e, =::= ;��_ ____E .... .. CDWCRETE ANCHOWS I . - (SIM SCM� c*­� .1 (SEES SC.WULE - - �` ( CETI POURED - � .11 I _ t , SHEET \ ----- �, I - 4 CONCRETE REQUIRE03 '� -----" ' SHEETS 4 THROUGH, 9) � , , EXISTING POURED - j-4 FS a THROuSRH IT) � A , 1 .1.143 I e-,F%1;rS­.:-- -i 1�� ; r- __-�;; -I CONCRETE REQUIRED, � � . - MEET � I ". I 1 ,,� ��- ...- . �� , . - - 11 � lik - , ,�., �� . I -1 - , - � I __ �- ES, -TS - _S It" /I �_"� _J 1/4' Z �� `­,� �­; __k� 1/4' jc:� 11 " .-- 11F_ ��' 9 � I OIL �_�7j I I I I -1, ,1 --.---..- i� .1 __ . �. It- 'I ; � - --T �:" E-I.11M., -7 V, , '* ­­ - -- - t I � 111 I I I I ,�,� T` , - __ � 4-44 : . I - . , - EXISTING POURED E D� �,__" , I - LD, :,"' I I I S I �, � : i , EXISTING POURED , S EQ �,_ a- REWEEIED ", 9 I i 03 _ I I - I � I � 1 4 _. ��, �,_, I I " CONCRIE REQUIRE111 _: I �� I , 1 1 1 .. ( - "�$�I I i - 1 6 ,,,,,,,�'O,,',,,t�'� --_-�,� � 1% P 1 f I � ,_ i I I., ,,',_�:,.It '. . ,,:�,� I i 4= 1 I 9"11A I i 6 .1 I . 0 i`,�r EEV,, SE" 9 I SAIT" STV, * & t Sa V�Atp­ 1 I T 6 I % =1111 - I ; .- ,2- TIC .�L�� I I I 1 ,2 Ile .t I, tIF S.W, 0 - t r- � - -,, - 1 � (:1 ) I I I = I CATS %,`WVUT, f I EWE SO-ED" , WIA, I . � I'F, I I i J , - TAKI, a �, R. W=.L,__ 1 (�) i TAX I .1 � J� C, ', I , I, = � I I', - I �9 ___ 11 _ __ " 1 , V I I . -� I , I - -1 10 .W1 a, . - i . 91 � I I t� � ;, i I ­ - 11 I � =,`__� I k WI 1 1 - I� I I X I ? 11 i � 1-11 -_ ", I ; : 8 1 1 1 9 I I - - I., � I I t 'c , � , I I I i G i 1 ?JT I : i _(D k i � ti I (j6- - I I I i �� �­ k - - : I d I CN" I 9 I I I 7777- . ; i � 7%,-__71r-.-. i 4-,n 77*1— 1 i. � ,�, I i _11=n � I III ­ � 11 _IL I i ­ I � 4 1 _f fa pet- 1 1 ;,-u'r at � I I I I I :_ I . ; � : � ,,'�, . 5 .11 - Lb�-;n x I . - '11, 4 1 I i ty = r D 'i 6141- EXISTING POURED E 0, I ­ I I , , - KE -, � _� I 11 I I - ; VIEVEN, M . 9 �_, �� EYISTI"G ED , I - - 12 V2, ­ . VOU � 4 CO,cRL , , . CONCEILTE OR , !a ATER It 1 - 1K I U`I 1 1 or I I : ­ I �STEXYX, I', I �I WETEPOTA 11 IF I CONCRETE BLOC41 ­ I ___L__i, - � �` -:f I BLOKA , !, CONCRETE BLOCK ,- I --- - REQUIRED � : Itt 1/2- TIC ;_ - - I � - I CONEN - ,:�* RIOUIRED . I !-E�Z ;. I -�7 ,7 , I L�i I .�,� [; __ MI J REQUIRED. . gs I, C �� � � - _�,­­ - ,- I 2 1 - 77 1 77 : , , I- � ­ -1 - I Sw* ,,, - i A --. 1 EXISTING POURED r_ - _N_, - AT _J , y _� XL_ I , r , == , - -,-- - CONCRETE � __�,/.._ . �A.. = c, � / ":.- ,-- - ,�4_L___—_-,_r--1 I � 11 19 11 lox ".. LATE cum) � - - V . , -*X, - - _"`,_" - -0 ... `� - - �� GONCREEE ANCEDES I CONCRETE ANCHORS _E r: �', / . 'I I CONCRETE ANCHORS . - I"W"', t :V=v - - (SEE SCHEDULE ON 0 (M SoNtEDW ON , S_ . W - CED'EvICT acwx�s - -f, ,� 57ACDERED W/ STU - . . T - SHEETS 8 THROUGH 0) J SHEETS 8 TEARcuo" I 9) ,�'i - .,CrES a THWaucEN 0) ,,, �,, S45 0 It. (SEE Sc ON A�N) \ (SEE SCHEOVIS CAE- - ­ -a RE, SHEETS a THRout. 0) , G CEII INQ MQUNTwo - - - - - - 1. Alplimm ALtERNM MOUNTING "A&�N_l :Em,; SE00.1 ftff SCALE 3/8.�' SCALL ve-1, SCALE ,lia-i* I 11 - - , - -I -- -,-- --- - , I E,D. - E I I - EDO DISTANCE ! = WS"a"At: � - ., -1 I I I SEE SO REDuELE. ON ID �. ­W_ - i I � -',HEM a & 9) I I M - I ! A i I I - I I � X-Aar I 1 4C " ME 0 WU_EQ_fL_CQWIhQQS_DL_'10QNs; - In"It A ' � T �2_lr . I 0 i I ..0 :. TOP & BOTTOM MOot, ;TrS,C 1 1171 ; - I 9 "MMHUHHEE .... ;7;;1,N19N.S CAN 0", COMBINED ­ U� ANT . ; !A � I ,,,11'��tlk A. 7?,ZZ ,.,, - _�_ . Iao I ; . . /11 % INSTALLATION 1 - - '� ,1� 'I," * OCENS*­ , ., ., - �&: L:'� " - '... , -A-_ "� '� '%' �'qf�'l ��-_`,`,�f'­ "' ' L " , , ' � ; � � �� "..f Sw , .. uisnuc POURED' ; �- �... I . . - FLORIDA BUILDING CODE (High Velocity Hu cone Zons)i — -1/1 Z�'_ i , . __ * : REOUIRM. i = .* - q4T67 '-. s _" T.TEW, - ­ "' . * : E 20 GAGE GALVANIZED STEEL STORM PANEL SIT � 1 -0*. :*z X­� . I I, , -:0, % " WE - . - -- - — I,J - ' �F­ . ft=��_�� GLOBAL PROTECTION PRODUCM U.C. "'"%t�" ' 0 "A * " GRID* - � UNTM S e, - �. �,',,, .��,:�- - CEILING 15 �Ez � Noo sW, st ma, ____.V_ E. g c- , M U0,4 .� / IT.C. 20-176 Syno """""I'll ........ PTA �,-TL'W,�,,V'fx, .7�,M W� , I. III - SCALE 1,1,%� % �,,st; �ZN. , _4�1 I.)KXS-,W, FAIL ONA)W-8- I IV_ - Jr-N � I - � - "W"I ": SNW I OF 1. - I /- - - N T1 LTECO IN TILLIT TESTING G ENGINEERING COMPANY WALURAL TILLIT, 2_ P.E. tilte0o(d'aULCOLIT MDUCT EVALUATION REPORT �I,PIF T,kNL,X,NF 44LV ILI-A. I_­N..00D6?I9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCTCATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAM E.- 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protec - I I r_ 4800 S.W, 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., Ill (System ID It 1906) to the Global Protection Products, Ill Rule Chapter No, 61G20-3, Method ID of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect its limitations and conditions 2. WDENCE SUBMITTED: Zl� PRQQlUCT EVALUATION DOCUMENT (P.E,D)i.- Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by T'ilteco, Inc.; signed and seated by Walter A. Tillit, Jr., P.E,, dated 0712712020. This drawing is an inte%*;nt�iiifor"is F � Evaluation Report. "N ,Ikt - IZ41 to?, 1�1_v � ...... �. ,1� ", , ,vl . - , , - 04��-` \� � ,_ -1 " 'ENS. , .!�Sll ,Sw , V I� . .. - - �­ - . __ �_f - - ___ � ___ !7;!!! �--?�-- f*1 1 6 7 ". _7`1 ;�4 � :* , ,�,EF�V*-__ * � 6-155 XW� 36th Street, Suite 305, Miami, Florida 33166 - Phone: (2lOfi) -1531 COMPONENTS FOR REQULAR & LIEE aAFETY STORM PANELS (SCALE 1/2=1-) - ------------ _ __ __ - . - � 15AW (TOTAL WIDTH) _ . � ---,-,- - - - ­ I_ ____ ___ ,___ 1, 5 126. (TOTAL WIDTH) ___ _-, __ :- - - __­_1-______­- - -1- __ _- 12.5W (EVErECTWE WWTK� -- - - --- - - I . � I _ - - ... 6 1/4� I �.. ­­ ­­ I ,-- --- ------ 6 2W'- � --- � -1 . I � _-I Spa- - ­I1,S5O­_ --I 1P.-I I/1,14TO, I 1-1 �00' I ­� � .1 � . � I I : �, I I I ,�rf,,, ,�- " ­_1 _�W­ I A., 0�0341 MIN, THICK T_`.35IQ1_/rX 11 r_,AI, �, r - - ___ T " - - ' .. .I'. T � , , � - -11 - i*---141 I I I ,,,, /', ,,�- *- _111)�', I PC' ­ AM A-1 " I , "fol, / I O.Wel ON TACK I I GRACE 50 MI , " 1W - 4) \2 657' CAVEMNIZED STEEL .,� / TEW ­-, '/ I -, 21 , 85r G-W CAETM - - .I 0. I 1, �* , �1� -I t�Ak , LF, I'm- , , 1 4E 1, NW14ED N I " /�_ S= ED � " , 06 TYP \ `,5�1` A-sw F - 2.000, ,2 . t , , I i�I;R `,Z I I 2L . I /11 - \ I \ A- ' - _40"IMITU I I , ___ Lo� 19T , OSSIDE, " M"MUD, ocrAn, AJ OET,4- "L:, �. - EUCE " � � \ , 46.6 0�50 GAVE, �, `\_ / �10 I -I:W. EDGE L A .�, G_SC " A , \ I 4. B� IT [�Ir ------- I . , I _ _ _ - � - - - , +--,/ --- �. - I - -------- I �� I - - - - - . . - ,; ___.:!i" I- ,.3k� �l =_,�-_ _ 1 ­­-5.250' ----- L-1.350'-i T 5IQRM USE 0 END STORM PANEL 2,157' -- __� I . - I , - w --- - ---- -- ___ - Gi5ot Fl/ - --I -,.- I--- I - PANEL �S IS up ---' '. . - - 'i 2 IV' 125' - 7bO' - 1/4-o-20, I /4-o-zo. I 21!: . . T 1 ,W. i I - - L w/ WA,AEETO _ EtICE, , - " �, I � 125". - 1 30t SUIXES r M _ 7W - �,,_ 2 . is Stw ENETIFED TE 'I'M 7W Llm' It a --I-, _____1 2 �11 ,_ _. - .125*: �4 1 ­ aw, I _=� , I , "a � . - � ,�� - I n � ,,�o n/ �-.+* TO ANCLE I / le , -Z . _�_ I __T I ,-�_ � I I ._ , �, - " 'K, __ - ., I ,��, *ODII, _ , * "� "I W , , �_-� � 1375' .CS3, - � � E. _�, , �:- , �.,�,. I - i 1. , , ', ,� Pr - 0-9) Z125 DOE, , � . - - _ _ 1�7 <, - � 2 : 500 SEE __' __�%' ON* SEC --t-_­!� I 7-7 � ,, . C., I . . . ,��Z 2,125 . _OE - AIL I .,25 ,�� ,� b150 . - ^JI t x*!=:ALt_ I I [ � � . : : � I- �_315 I I - &, _, HEMAIEIQ�� _.. 1� 1 , E - I T 4 / - � A C � i " ­4I "2E i _: - I I i i -�E'l � I _ftl I/ 1 .2-W I - - . , 5. MI, - , � - ­ - " - - 1.500, - L­ - 4 , i IT - �', , (31, 1 in" a _aw< , � Sb_ LA / L­ --2,000-' - L_2,ox- - " ­ ROUNDE'D CORNER a ENDS OF PANEL'S 419 & _N END UP W/ HEMMED EOGE. "I k-111 !hLiTAM (�) "ULHEAM (�) ANGLE 4� ANQLE WITH STUD @ ANQV_W11H (N.T.S) 11131RU-111M I ] - ,I S-EE MI. I f- -A 1/14 A 2/14 , #_SAA, gP TOP EDoE .374* O-V '374 ,066* - ISO- - ' � -_ ! -Soo* . PANEL �188� .,as- - I "ID, . L25* q.,.-m 30, SETAEs -, - I , I . f- -_ I � _1` I � S� STUD FIRM to . \, . . - �_ I T 1, .3_,t i a . 375 - .lilo IA 7,1063, .- S-- 12 1/2' OZ __ V 1 1 62 I F__r � �_ ) I . t -_ -390- ,I / 1,57" : I. 671' 1 !40. �� I , 5- - , t.34Y , - , I 063",,, ,*O. 8I I 1,gla" 401�1 MR , ) I , � - ols� So. I- UED LOCATION AT - 657� 1 � i I � rvv& PANEL. OVERLN. I i I o8o* L__ ,_-_ - _ f I . I I, - Mt, M, \,, ;25--e ___,, .W4, ---- 2ocQI -- - _ilrn,') I 7mo- 1 (�) KEY HOLE WASHER _�____ _� - CS3, ,_'. (�) (9 A/A�� T DAL-KAM I 0,036* (II4,T) - .094* J ,- GALVANIZED STEEL I ­ 11 3.4'0 10LETELLENTa WITH STUD �11 ­_ - E � - - ) ,4,,,"`� � ,XN : I I yN� %TIQ7 , � - Y. ,t,' LONC �_ - ! / ,� " , tt�--,. , I I [ " ", �:�7-1 i.00 `�' ,f��.. ��EN$j***' - -1, , . '. - sr 1 _�75^0 , I We e 7 �,'o ) Z I i & L, I , I ., - -I � Z . � " . I _ 31 `N: - -- = I No, 44167 *1 t �, 11 :i2 f I � "I = *- . * E_ . " -1.1-1 "I � I I I - - ____ * . - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) i 36 . I "t NICKIE, TEP� �t ,0% A24ft ILT=. *XL F, , - � 1_1AAA` C �P.�� STATE Of �fzz� I_ _ -7-250, .1 , -Ti-, - RAEO "Na. 14UT SSI 0 10? !V1. ...* - 20 13AGE GALVANIZED STEEL STORM PANEL I ,�,, ., � 44" CRAWN a, - -2,DOD' -- (�O KEY HOLE ;.." - '4�1- L,_ - .1 ____ ----�-, _� GLOBAL PROTECTION PRODUCTS. LLC, cy/m/"' AT UNE ION TENTE, `11�1101'11, � _ __ /111L �E C 0 " ; Rd, I , �\ __ __ ---.-- ---I ,.. . I-, , , , - ,� NORNMILn �, I - - 4M S.W. S Sew * 2"'XIT'XI/4" -�A-,<-e;t tow"Ev; I:IAXr, P, Mal. n-5MIEG -Tup- _* _M=EM*6 ", 20-176 ATERMI'VELY. USE WIND RUT WO"T �:, ALUMINUM ANGLE MONOLITHIC WASHER W/ ADDITIONAL _ DP�4 ___. _ � AMEEENI. I - ENIONE, E4Ht)IEE1*-7S.!5I FAX- (954RETE" am ,.I - I. 1/fro-3/32- WASHER tSTAINLESS CA - IS I .AAMEWS W Sim " MaIrl PLATED STEEL). PE 5141'SONIETUREIMME EXALM A. WIR J,, PE E41 - _=111- PN E, I - - 2 or Ze 1 . __ _ �LMJI& I , I - i I . I - __ - ANELS(-I) & (1A END apsin W M51ALLATION DETAILS FOR HOULAR P - _AU Mg iMUA=gN IN g= MUMM INTO EXI$TING POURED CONCRETE OR CONCRETE BLOCK STRUUURES QQNCBM I= OR WOOD � r.I 00 = a.." MMLE ED, CDEXCRM ANCHORS 11.1 I ,/.-",V.- � YAUD EO L LWE UFM AND E-Z HANG SMRM Mi MITU , "" C, TAP -OW I v __ -11, WZ(.1/!_ ­ i WE SCHEDULE ON (SEE SCHEDULE ON , 1011 �� : EIRM a & 9) SHEETS a THROUGH I - I I I . I ) ��', 7'"' 1 ;�� 1� 1 ­7 TEEI, , ,_ 2� �, . � I _ I -IF - -�4,1 ,,�A 1 ��'�. I_ I - r I-, I — ,�. I I �t'_Ii I I /21 1 (�k� I � , , 112 ) 4-1, ,0�g I I � , - I _jI:t111__=_; 11 * I 14 e"_ i .1 � (�) 7=1�_ 1 / � I MST" FRLM I 7 : I I N, , i _Mq�. - T = K . - . , I ,4 0 CONCRETE . - , � E�'D -L)- =--I-%. - , -, . - 7 , I , �, -,,, t- - 4,-v-s REDURED I xll � - K�. o I . .1 - i .�� �, ! I i %.� i - 4) : - t � ;5.�,_ I E.D. t i . 'IV - �_ Z.�� - , f`�. I - , I , . ,-,- ., __­ __ - L--T-,T L � - I, - � . ��k!�L", A I) I i i. J . . , i; I 11 � I � , I I t -� , XWN:T` " I I ­­x � . X_ . ­ - - ��_-�L�., � EXISTING POURED I I ­1 --- �� �J �, I - 4 ;-- 1 � _1 I �Ie - -" - - ,- _= 3i CONCRETE OR - - . ==;- � , I , � 4 : T COKITEETE BLOCK I � . �, I , t 1 � C!" ­1 2� - I A, /", I : I 9 RIOUISTUD. I " . _J I ; !ti — - - - - - I i t�� ; CA�"M) (D,:w ;CA"- I I 9 .1*,',*ff: ': _J I a I , __ - - _,�: _ ,. , , J �. -, I_ I- -1-­X­ � � I ;11 I � I I Its t'4 ; 0 CASE B (PLAN) Altvr_ III I -r- A, , SCALE z/16-1- __� 0� i -up I r, Ll M-11 i I � ___,gr . � - I . *MI' I I ,� ". , A . , - 1� I I SECIEPAI ! II-1;I.X _110= 0 " I " I Sa, SOROX" : I =."'IF.. � , , I . �_?. ","I WAI A I �, . ___. Erx I "A" I McNIUSLUT 11 � .. SE"MM"'A I "A" , I JI SO, _`R`W. - ZI ,,, - -9, . Q�_ : I i - (1) I I - _C0 CSI I- - - , � ­__\ I 7_� i i i I ". 1. _. I& ---I [ I IF . . � I I I . I . IV. - I ... X11111 -1 // - I - . I '-wi 1 1 - ,I-- - , S-1 - . -it-, 1" 'i - - If, - -!,, � �- . 9 =- , I 7 77-7 7-7 I . I nIvETsFuEI I It , _ , - I ." i - ­/,, 0.4 1 I I , 111-0 L- -� I .1� " X-E 1^1 .� I �-, I ;1 �'Ij� !777 I I --,- 1 2 I - — DJSFING POURED) E 0 _ 1 1. I I I 1_r - �1, I I I - - �� 1-1 III= . , I CONCRETE OR I I . � I I _1 `4_�_-Ik ! I CA31-9-21AW C', "C WELOTLI "Co" , TEXIELING POURED " � � - I - CONCRETE OR � , � � fm ! . I I SCALE 3/ilS-I' QAEA4PN) I i C=3clRc=ZT__, - - - ip � �_l I , CONCRETE BLOCK ""', - ,M� I REQUIRED - - ---C1V5-.�--=-,-, VT' - I i I � 1/2- V 1A. �14 =-I%--. � I ffir . ,:�� __j I _ __ - I II: I I -I,/,-- W4 * . ,, I =9­ =-- �w=a f=.,.=_, , ,�-� ,� - , .-,.= _-_ = .0 =-` " i 07­1 � F FEMALE 0 .=Vt , , - , :I - �, - - KITS OR OF TAP� CO.CTIETS AXCH.M � - I ": �,f� L" 4 - 4 `1 - -I'-- -,,-�,�,_",�:.�t,,��­,` �,� I (SEE III= on �, (A) - - , - - � I - ­ ­ I 11 I ORD: SCOOL41S ON TREMTS a TH.DucH 0) I , 'If ISEEL, I " `­ Ei�l i�= WI '4'W 1�1 � PtEETS 1. 4 S) WALL. A ­ ,a_ 102W44411144ar BUILD � 59911119,AFEAVA9111M 'm \� Z ", I /, _ IMMU, 0"A'A" ft"'I­ I , C1. / 1 SCALE 318. I' WW OPESW Worto .0, . rf I , -1) VA 0 � i, `­_/ ,_�P,, %,A= - A "' 11--rc DISTING 1; NEW I' WIDE F VARIES . I /T* -( i KILL, MEWEA VEA 00, NNEW f E�O. - (D-0 I NO IF= I I 1140K ALIAC TUBE OR I* A , CALLMDON) � 11 I EXISTING STUCCO/ P I WOOD PLATE SPACER t I ,�� - ­)NDCD L ,I-\ ''I BAND i __ ,�I , ( Dil * NEW 1� WIDE I, VARIES , I/O* ", I � : NOTE FO DNS: / � AUM, TUBE OR IF . VARIES ,,, , ,__� , PT WODO PLATE SPACEA � I I T_ _�111� � i TOP & BOTTOM MOLINIAGS CAN BrE PE- �, I I - � I COMBINED IN ANY WAY TO SUTI ANY CASE E � 6 , I ; , CONCRETE ANONCEIRS 1� E��H) �; .1 I ISLE I ON INSTALLATION. SCALE 3/1 I SCHEMAK T � , 1 , C,, ,.,, ,�-- -,-.I, --- I � - i I I HEM JET 'EROUI;H lt:`]J 'fa"r I /_ � - - - -.-& ? 6 - . / " � �.,. NZ',!", "I'-- �Io I , . V­ . 1� __�­ '. - ,,�� =tPoPop - _ 4�-`,�SEN'('�' a 1, FLORIDA BUILDING CODE (1410h VEEEI!��Cjl HIM 'Carle ZorNE)l _,." A.C40"I I Wr (MR, -pep�� 1 1(2� M,1 CONCRETE BLOCK -' 0= 10 . I ' I " Oam TUTWL 911- - FP - - NIZED STEEL STORM PANEL - - A . In I- TRA.'s NeIcH, It : No 44167 '.. 1 20 GAGE GALVA DRA,"I V 3 EW,,, RECTURm - xlll.� 5/8.,- 1 * ,� * C___ / - _�,_____ ' T I �_:__ , - � / TECTION PRODUCTS, U.CF _' �.01, GLOBAL PRO - IECOiuc, \ ic� S ATE OF, =,;�Z --- �_,_­____ _� TEAM. 0 iL EGR 5EACERS ff.QM"� ' - - _ , \ &W. "Im .11 ST.W MIDN.-JW �� n,uff Term ITT omwrn%o CQWAW cwer. TIL =I, "�` -..-. ___K`XRN,._W` 19 JR&QK* ADJACE i ,­ 20-176 & ,_ _e�, PNXX*I f-l"I ONALM-cm N - �­­:::& _of 1.4 EN-1- I A,, � MI H'-'- ___r_ � -1-0: DEAL Ok-CITEDITIFFID ­ -.1 .. __n= _� V�I*1115,Aaocu"Er .0 A, nun ,,, F-C : S-M I of 24 — ­ anNEILA, fi-,N LIX # t,tl�7 , I - =,­­ 1 ; I - I - -_ I I ,PRoDVCrIrVA1,I7An0NRE1P0RTN0, 2(1-0727.02 . TEJ1REFPSM- Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads asper Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 0311 1 fO2 witnessed by William R_ Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 20 as per section 1609.1.2 ofthe Florida Building Code. Test Report prepared byAmerican Testing Lab ofSouth 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 Grate, P,Ej as per ASTM E-B and Tensile Test as per QG Metallurgical Report No. I OIXI 31 8, dated December 1, 201 0 signed and sealed by Jerry Jaclotfano, P.E. as per ASTM E-8. 2.3.STRUC R F-ERING 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 12/1 8/10 and 08/27113 (for this revision), signed and sealed by Walter A Tillit, Jr., P.E. I MISNLE IMPACT tESISTAN E, Large missile Impact under section 1M,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 1 8, of Product Evaluation D"uniant (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code cornpliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard, E 0XREf9R1ND_.Zfl6_-QI 5JINSTALLATION: 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, 16 and I 8 of I 8, of Product Evaluation Document C,r,) (P.E.D.), drawing No. 20-175. C_J , C= " , t. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: (= Shall be strictly in accordance with General Notes and Components indicated on C%A sheet I and 2 of I a, of Product Evaluation Document (P,E.D.), drawing No. 0_� 20-175. Ell Anchor specifications shall be as Indicated on sheet I of 18, of ProduEO Evaluation Document (P.E.D.), drawing No. 20-17& 11;� 7_LfflJTA_TI0__NSANP__C_�D lQ,R5_QE_USE' 71 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indle-C on sheet I of 18 of Product Evaluation Document (P,E.D.), drawing No, 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. T111111, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZOP&,-% as defined an section 1020.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E, (Florida License No. 44167), President of Tifteco. Inc. (Florida CA-0006719). WATtLL CC�TILTECOADMONRECOROS`IP E.REPORT.212 CIALVANIZED S7EEL STORM PANEL �DRWG #20-17,51, 1 1/4, 2/4, 3/4, 4/4, 5/5, 7/5. -tillRelW/10, 2W/10F 3WE/1% 4VI _1111e, 6/5 -5W/10. TTEEI/11 & 7W/11 __ F, , -3, M"__ - ___.11.1. ANCHORS: FOR CONCAVE SEE SCHEDULE ON SHEETS 9I& I . , -_ -_ ___- 3' M" - IF MIN VCR WOW SEE SECTIONTS 09 SHEETS TO & I I � I" MEN, __ - - 0 0 11 - 0 1 -----. ______.__ I ___ D.M_�021(�), 04+(& I - -1, ,--I- ­--1­7���__ , ----- r, ­ --,,' ,­­----­T-- _1_7 ------ ,_ I I I � I I I I I I I I T ------- I- I I ­ ,_­ , i I ___ . i I I , I I : z I _' ---' ---- �_ i __,,_7__ _,1 , I , , -T � ' ­ .. - I—— ---,--- �, � , � i � , 04-1(�), & @ . (�) T 1 ; � 1 1 � l � E I � �" ' I � 1 I i i I � � , � � I i � I I i I I , I I � I I L I � . I I 1 S 1 1 , � � I L 1 ! ! i I I , , i I I I I I I � I ; �i I i l � ' I � I . E i i I i I f I � , I ; I ; I I i i � I , I : � � ( l� ! 1 1 � I , I i 1 i . I I I . I t I I I 1 1 . 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I, MIN - �SIV/10, �_ 1* 1W11O, 2W/10, 3W/10, 4W/10, 6/5 I 6W/II & 7W/1 I - --- - -_ -_ ANCHORS FOR LONCRCrE SEE SCHEDULE ON SHEETS 5 & 9 - 1. I I - IFOR WOOD SEE SECTORS ON SHEETS 10 & I I I N.Ls_ 1/.* III W 2cr 1 - 1 (MIN, DWEBLVE .1 WHOLE WAtm , - r , - _ ___ �_� ,_ I �11 : 1: I I I � 11 I , _ _ :::, 11 11 11 - WI �__,__"111 _;�i ,*I' ­ IEE, ___ /1, I _v".., ,�`,", =,;:�A , 4, Mo. GAT, I I N -..., Wk I .- '1`1111�1i� I 1 � "I ,__(j) 46"' EN "".4*1-1, FLORIDA BUILDING CODE (High Velocity Nuricane Zone) U �- - - I _ , . E'r I .* A2,4D T.Foc, W, 20 GAGE GALVANIZED STEEL STORM PANEL 0 VP I 441 AMEAW + - * SECDON A -A! * * * ,__ . * :-- - 17/gv- 14,T TE " .. " GLOBAL PROTECTION PRODUCTS. LLC. WrL S T� A Slc�- �."-,I----�-� 1L EC0,14C. .5. .-O,f S �p -. - , Z Z `WXX- I � b, STREET , . OR� - CKAEIANX ai;� " W'. 20-176 '-,o,'-. . . 00��Wi;�,7',, ... 1,,-%;; ... �­��-,,� ., " _­___AEWWIW1.E. "1c"t, ,W,�-�O. 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INST'AitAiSONS AAE ONLY YhUD FOR BUILDINGS WRh Afi,D OEStGPd LOADS �.�.:. ''`•{ FLORIDA UP TO +55.5, -72A 2. FOR HEY/ WOOD FRAME PSF AND PANEL'S LENGTH UP TD B'-B` CONSTRUCTK)N: WOOD MEbIBERS TD BE SOUTH£AN .^ '• '' � �� �f c'�4 ��� °�� BUILDING CODE NI h Vebatt ( Ti Y H4rl9cctne Zone) PINE N0, 2, WJ SPECIFlC DENSITY OF D.55 OR EQUAL. ND. * i ZO GAGE GALVANIZED STEEL STORM PANEL �,, NF`�;r_FQg_COMRINATION OF TDP & BOTT*JtA MOUNTINGS SECI;S7;4S.. CAN DE T _ % .o'., S .Y; _ _ ____,__. -- �'' F[ i��p�-• �.r � ''•-..:... �--�� r �� �G Q IW�. � T1LLtn TEnTxa a t7tOtNEERlNO COMP�M! GLOBAL PROTECTION PRODUC TS, Llfi. ,�DgW b, rMiF, 2 Jslla patE: ANY WAY TO Sill? ANY r+frc%{ . AwY�^ 1 . aw. a. M. sm; MAxa svlMHa: n ,Wr gmay en_,mt N•w : CeW7 el, I� �� raa�: (sua)saw-TsaS, .AX: (Bsv)6Bs-.ntsr 20-17fi � Mo' INSTHALLATTON, tt FTtN ,E- SEAL-/91GkR1dRTE/G4TE. i° M:AL,EP A TS1P de., P.€ �u va r iaA Mira a •' TurL£T !, W' ub HA%,AfuM AS^0. OESN6N ��; IAFW H T£a- CF (X#p CAIA -,K P a A+RINME FT1nr.E P ANEU:I,'VE PdiG' APPSJrARLE TO *.dCtt1pN r N�1WbN 4AXtMUM PANEL I:ENSfH i^ [rt, roEtE ecQritt'E4TE CWK Ct6 � CONC�T[ � c`t!K Eli �� CON RE1E- n d' N/A NfA NfA 8' NfA 6' NJA B" ( NJA i $ 2 (TOP) +5§,0. =72,D g• 7' ,?' f 9' 9' 9' 9• 9" 4' B' 1 (HOttOM) 5'-0' � LESS b` H/A NJA NJA B' NfA 6" N/A 6° NfA +§S.O J2A B' S' g` s` B' I ' 7 2 / B' 9' ®• 8" 7 BO170M ( ) C' 70 7'-B' t55.O -72.D. g' ) H/A NJa ' NfA S` Nfa 5` N✓a -'e" E NJA t 7a 2 {TOP) 7 -S" TO 8'-B` 8' 4" B' b' g' S" 8' _ 1 7 (B(7TE'pM) MAXN,DM A50. DESX)N PRRSr1RE RAT8i0 P,rr; � I (STUD ! 1/e' MM fti@t lOR OF :INO,i,) TAPCON -_ CASE a (St19 a 3' 1rx• FEDM iW DF ANaE) _ APPUfABLE TO SECTIONS 1 & CO4tHIMAP.O OF THEM MAXNAUM PANq LENGTH "L" (Tt.) TO O TC TO s a B 5 3• J= d t/s" a TJz' fRo`i oM; LEss +52,8 -B§.0 3' - 3" - d' d'� 2 {BOTTOM) 7"-6" OR LESS +SSD -72,D 2 i/Y' 2 Tf2' .- n�4" ..� 3 iJ.2' 7 {FfOT"F04') J`-e" OR LL-55 +95,0 _7n•O 2 ,/2"— ' 2 Tf2' N/A NJA � ? 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SpALO� SHOWN ON $CHEOU4E Bf 1ME FD'_11MMG FAC70(S".r, fO.W TSRS Or'ERAT✓X/ 70 BE POSSIBLE. REDUCED SPACING' OBTAINED ,151HC �AC10R 5,4AI1 YwTT � LE55 i/6W MRdMtAt SPAT'.WO rNOKATEO Tar EACH ANCHOR TYPE AT ANCHORS I.FA£AY1. aYRM(DR iTK r(d TMM4w -_,Jd'r ff I+P-fAI➢ tfCA Tfa PAI4DAM=�- �. tJa'x .-CNtf-N -. !Jd'a_. IW4UD•••7F wmII rr,cNaR�?pusxc Mai s s 1 s s ,Jx A rt�.y�YA,� 'Cvnt+„a trn,) � i 1 S a _ J� 9 ijY aEa,Awt Camara god, Ibs) ,�,>,^.- S a!Y 3 , JR- AG7YL Ela i� 9* A.� 4 R J�v r.LHi E --F95B.f- _ 3lJx'- t.qF _ LOp iOd �,NSTAL! ATiON +,�,T�►,��0.�2,_•�.�G�1�AR P�NELS�t,�&�i� INFO EXISTING W,�3�3+�iD ST�'UC,jUR� ,, .,.' }I• - �T4-Yp PANELMATE PLUS .." 71 .. _- J. 96 t 4 OO,w 1 e i J / EADEO PE.NEtWA TFO( .nON 7O E%tSTINO WOOD HFAGER 1 '-r .;: 74-10 PJNELMATE PUtS � ... :-t'. _._.�'ii,, DC a Tl T RF..AtiED ENETRA ON O I � t7tLSnNG WWD HFAEIER +I'' II ., i � I" w'uoD Y E I� 4D R REOUIitEO T"" , ld-,0 PANE7JMTE PLUS �E D.0 8 T- JJ F HRrALiEA PENE7'RA7w0N 0 E%ISi1NG WOOD HEADER i T/B',.1Jsz' ' RR a xmw 9 I I L'IEW( SnM a t I I ed.0 / w0if0 f#F74€R _ j 2 T"a i - ftEOLNREO---- � t';1 I d t �}I sc'T sar�TxiL[ 4:a FOR MM, 4. .. SaiEET 8 ! '. iD rt1A5S a I -.'. Mn:A. PANEa. 4EAW'tfr I I/,Y :b%,° S.3 Z {SEE NOTE 1) 7 us. M/ a/'b'i s ' t ' i J/lE WRG aaA - s e EVERY P'+CRSAP � I F r -... € . T/8'aa1JJ2' I � l!B'+aJi3Y �. - -: . - �a ..... Nc Nul e - -)-,. ANrc ran e J >, ! o , E1fA," SND ( LVOw SNO e � I + ' a, a'O.C. I Qs(<'OL '' a � J � 1 , WOOD HFAt1r:A_ _.,{,.._ 3• * 1 ,,� II' REWIRED •. W " ¢ ��T; _ I SEi ECJWIAnE ar j t �:§ 5;.¢#:iuLE ear ': � SHEET B � F ,. (. 91$Y4 8 ,. x i !?YR if SEPAtNTu3N n_ g b_ R� LJn. TEPMAM7M r (- 10 OIASQ 7 Ya OiASS ,' } MrM: PAN£. LENGTH 7-3 Mnx. PM9E4 LEN,ttr I era'r x0a",• wS " } {SEF NOTE t} tJa'b->0%,' S4 - (SEC NO'E 7; Mi W/ >%Blr s :. j { Y5 Wf T/e' J/Jx' IMNC Rff t-.. �.-__.- r aj31' w,HO NlR --.. _ � e FYFIFr O:/EAUP ,, j e €VEfi G•£RAP . I - E J _.... : 5DS I OF' l" �j AAA1t I ""' � d T 32' � i.- I - -' i N�/1 a E0. .- r'. , � - EKAf SiW e _ r_ , e tl• nc � 9DS OF 'L' MAR +� - ---'"' 1M1 M: MtR'MtSniR '- EO �...._-. .., . - {{ 6 1] ,/2' OL i ( � � 1 N7 I �.__�� i' - -.. .. � a�:l, - EO. ; -' .. ..= (i., . ,n,; " II !rOR I rN. .L. �I 4AY , � b,MS SwF � RB6 MJf C ,x ,:r ac. i 1 ,-t S 2` �44V1�''Dii2e}t3EU 2',td' WODa �4ttty ' _ REOiJIRED ., ._ !ty-la PANELMR±E PLUS iMii e lj4` aE'Fl WJTiDN $B. '^ t READEO L7FiA OF HBD ?NiB7N PLATE a`A," WOOD PATE �� ''.{"'-I REOUIREIY ... _. •a ^ � d '_ •t"> LAO aCREws a J d" SF #s,C. AGCEREQ W.. d .� "t",Td' w000 PLATE _ REOUlRETJ ,.. ,. °' 9 ';.I' pENL"IYtAT{OH AI 47OwR)1H OF PLATE .� b�i:.. OIRE UNTING INSTAllATION , I N STUD W 7' M _ THREADED PEftE7RAT1oM AT MIDWIO'TH DF PUTS .� ._ ALTERN 8W scALE a/x.t' LiQIES: SfAtE 3/9+•I• SCA,L 1Ja+•.' 1 HV�LOtNGSwi7riFA5.0. OE GNI LEJAD5 UP D +#3.$,NI-aH.a ip.b €�A.ND w�4{t4Q Pt(Tl�jjrr++'6H PANEL'S LENGTH UP '+"O T2'-4' ;`,ti, ,4'4,{t• . , �'yrd9 2. FOA HEY! wROD FRAME CONSTRUr'TtON:: WOOD MEMBERS TO HE SOU711ERN y„ Q': EN � ''. < `"y PINE NO. 2, w/ SPECEFIC DENSITY OF O.§5 OR EQUAL •'•�: ��' ��_ �� FLORIDA BUILDING GOD£ N7 h YelDait H4rricane Zone e c NOtE Ftffi_�MBIN.LION OF SECDON_. TOP � 5oT?oM iAouknkcs rAN BE coMHINED IN uHr wav ro SUR ANY tN`ST,gL(ATlOM. � � NO. 416 �_ :.k - rt€`--�.iyl �_.;,,,,. � •o �. ST TE -� _ � r '. /- r';?' j _ _ r F :..> �'� A� 5./ °�'R� 4�{(`+ : ayrlSll NA MQ29 n'�D' "� 20 GAGE OALYAS'NZ£4 STEEL STORM PANEL �.. "�"®l�� "" � GLOBAL PROTECTION PRODUCTTs, i1.C. j�, I! 6 / I� �.r All sl IMC. i a�a sw, s, srtxcr ili� Nro-'fL31 s ENdxeEatNO t41iPANT� PAN€. n. 1Js a � aw.. >k. sN Jaa x�A, wnca, n 1sI v+roNc, (as+)aBw-]sad, cAx {wu7r"w-B>w] a.... , naM "�, H.9 rma, m-,AE, Mn . Sao. .w r`. „ g,,. °�J�JSBm �--- 20- t 75 awWld Nr N AMNI�SE,n1,J510wA,VpEJOATE�® t, wMTEA A nLUT Jr.. Px. w1aE1 ,x a 2B N T LA I D 1 F T F R Si lj<•. uG 1 a e- D,L .f INTO E�iSTING WOOD STRUCTURES { _ , tfg Min. i}SREFOEO PpRiRAilCal m €X,stere wroD ,A•AaER n 1 d. t 9 I I: L- i.- I' - �,EO' 4 t �-.� { t71i I � nR � 'll { Ear_. Eat � �._ '- 111 t I I ; � ; EnC 1,. EDF ) T._ t._ E,woa NEAOER•J , rtEOtIIREII { '� � i ) I p I d �? � { ) Az�i a> '��'Aaz'e � =f' s'""raaa a ,°,Joc. � ALTERNATIVE 1 A �'�RNATIVE 2 1t I!A` M4n..__l scJ•�'wa,w sv�ED,rtFs 'tNIS) �,a ;p (5FS'� pye ,fx' oe £ ' 9 d p sec SCHEDr/LE € I � I • oN wxm' 1a ,-,t I FOR MB+. -s, 1 , h EOk �i:. f-- ,� F E57 I I I EOa L.. _ S CR`i I I EO E° - i wO011 PLtTE � i '� I _ _a flE4deLE0 ' S `` , . i � , rcom A E IV£ LTE .ATV BN I 4 ,Q•ila' PLOTS .1 ra°u�ti +`+ �+F se8tws e C ac xJ , 7 j2. � -=u� r�EmA>enN nR ii if,'F.FA 5/B' LONO BRA:d RVStI,NG wJ -:. iJa4-�pt,Y S.i Y5. a b' O.C. LYt ,J, a-m PArwxvE FLTAUE"DP ALT1aRNATiVE WOOD FRAME CONDITIONS &ANCHQR LOCATIONS Pul€sAan PLIes s B' D.c. xJ , ln' Mid. �; 1/e- . ,• THrtENkB Pf1rETRATH11r i0 ElOit4eG ,VO00 %ATE NOTE SSr4niEYT TRpsXS NOr 3rNWN TAG 4AaTY TrtuntttN» WALL. MOUNTING INSTALLATION 71j�/'�H r,����p '. ��,'DEN ale' t• y �.. , 4R SF,...'�+'�yt NO- 7 •% = FLORIDA BUILDING CODE HS h VeiocitV #iLlrtlaano ZDna) �tf3, ..... .. * : � = PzdaD TRiEm. ax. 20 GAGE GALVANIZED STEEL STORM PAREL �-: ' p � are , arSTA[ �A?Kms :Yri ONLY VALID FOR MA'_i%4i.4 WT+ AS.tl. OE9GN :CNOS L� TO A'•, •ST ; � , �;�! - �,t� ` 09/ylIx620 4 r +Sss. -?i.G P.i AND PArF13 L€NOTH � TO e'-s'.. 9 ••. F[ R p „*. �- r -} �a GLOBAL PROTECTION PRODUCTS, Ld.C: WE Y. f0N NEW waOD FRAME CONS'iRUCM1OM: WOOD 4EUBERS iO aE SOUTHERN .yir�`SS .t k.f��Tf� � i]�� C ki3C- � � a✓� SSR ,�SIRELT FINE Na. i, W/ SPF•CwIC OCHE DF OSe rt2E Eaua1 i A4 - TiLLn T[$nHe DiVB. /ri LAM1O. !'{ a EHOiNEERtNC 4'OMPANY I vin za�76" Nftlrl tfii4a4. M. a¢. wnNc%t n v,M iN,ME 243*-?SaA A%: (B31}ABw-8F8T �'nwr : D!m Yox ,me Loa Bn-we OM ate... CA-LW08]18AY,..vmrgfMNrb,rMl�mPESFAiJ;wONATMWEJOAYEwHPER AntLltdr.PErmi>�-*ur-_ASiB,SMEl:1 LI MAXIMUM A.S.D. � Max, PANEL LENGTH MINIMUM SEPARATION r PANEL DESIGN PRESSURE I l (ft.) 70 GLASS � CONDITION RATING (p.s.i.) {SEE SECTIONS} i +55.0, -72.0 g"-g" 2 3/4" � UNBQLTEO INSTALLATI SYSTEM INTO STRUCTUR11 I � ; .Al ., ;11 71(2 . � f 'I 11 I � -a I . � - � IT----" i I I — I! I .. � I [ '1EF_ 1� _I , I , I F!� - , ES THREADED WOOD - - + -1 4 �� - U -. __. -__. ,. W „-_.._ I -.-ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 a 20)__ __..,_. .___.. '3' MAX, U/17. 0/17, 5A/1E. 3s/t7, 49/.t7, 39/se, J• Im ''. ,_ MIN. 6AW/F9, TAW/in a SAW/20 Z/7& aewtss a s9W/so 1• M!N n,.pr) --- -- - O 6 4 CD O �- '-------- Q I i r i 1 1 I � ___T____­_­Tj_1 — I I I I _ I I W(Cat✓ StORa PAYL l(� AILge,AAa gr'E�a n/NFL U€T SA,,h PA1A1, I A [ F ­__ -_ I '1 1 a"e-20rr 9z Ms. - A a- - , "! rs M,n/Eh a SSr ; I - I t PANEL LENGFN ' ' -^ t " ., I a LNLmAP tlA9*R A I , _M1 (SEE SCHEDULE) .15 . .. f _. ;4 ... , 6 " L , 1 I =- — < .. - __- .. .. I . - '._'__` ___, _ Tii lltitCic3hT_y'Tt'_ _.._.I.__i ..._ ,_.._ :_ _ g". �LlSd:iLGl a 4lFE W - , -'I _ _ T PA,ifL 90iTW COlatFhS o.lal..@GF f - .1 - - _ I I '" `W- •MB NR a LEFT h ! A# 19a ' � 3 ,A SA/17, 4A/t7, sA 1-1 - t7, 40/17. 58/18. 3" MAX. ! t• MNi. GAW/19, TAW/lea !AW/20 :R E8W/18, 79W/19 8 WW/20 t` MIN- __ _-_ _.__-_-_____ ____ __.---ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 &20).__-_ .--- - OPTION #2 FQR LIFE SAFETY STORM PAIN Ld ELEVATION MaA-• ._...SCALE 3110-s1` Ir • - .0GAP 141w 3® tDq�,L �_,__ .(KESG • - _Mr--iI'2124 w..m . VsS♦O'._sI . _ krs�___.1 pmR10R SECTION A -A SCALE 3/96-- - MilNtN MAXIMUM A.5.0, DESIGN PRESSURE RAIINQ_ .�1.� AND , -00 .,�147. , CQRRESPP NG MAXIMUM PANEL LENGTH "L7 SCHEDULE :�s'`. ,EMSF ` ND. 44167 �[: j .*S FLORIDA BUILDING CODE (High VelocityHurricane Zan*) �'`..,c 'Q1pa1D� �;�:2 s2oxe mom' � 20 GAGE GALVANIZED STEEL STORM PANEL rP' ^NS' •,,,,•,,\ 3 DRAWN Sh sAl -`- f /yam/y GLOBA[ PROTECTION PRODUCTS, LLC, "/SAT [f iG.V IAc. {! ' "} TILiT w"a Ar FN91NF Ne taMPA111'. hF11i. #rf l3}3� r`r ,i -. a. a, xe. , +. ar re, n aslm. 1sNONa Fk&` oW->ae5, rFU it.L PR-e]Na 20-176 ,-I a'n-,am e. ;' 0.* A>F•aefl .X 3E'ALJSG%ATOWLJOATE CA-00MI4 _,r P'+WN.xa, tXtNYraV3 tM PALM A TIED Jr,. Pk aW.,Y_fxe Y� ,e7 - SHFLi !b EF x8 PANEL INIQ EXISTING POURED CONCRETE ON DETAILS FOR OPTION #2 FQ$ LIE£ SAFETY STORM PAS ,INTO EXISTING WQQD i r _ Tz ', T } pp 9 I• t ! WOOD !#"tT#ER M,X10,411F AOER I , W400 HEADER WD00 H R -, ,� -,. , ""fdEDUe4Eb _ -..._. r ' Fft06Ye'� ` , .,, ,-- , ENpE W .. kk TEE RED UNtEA $ REO I P TAPCON s B O.C. M1 b e ,t : ' e� aP T , t o T .. ,_ $ APCfaN 0 0,. a O ., MtoiY s t 1/4-0 oN s . _ _. 4 3 MACON OC - ,... s9 a 1 . �� 2 MIN. THREADED I t I M t .: t W. IN. RUiEADEIy W 1 y 2 MIN. TNR i N! / t J2 ! EAOEO W 1/2' N. ii / j E { P A' t 7 'r RATIO" AT N 1 A .- 1 ':. CF1F..# R5 WOOD PENETRA N T TI N AT 1,0 WOOD PENETRA 0 W'WD P 1 j : �. � I PERORATION A 0 4 p I i ' NEkoER 7FFA'.)ER HEAnEit � ` ( HEADER i ti, y { I i 1 � y 2. !�,, . i 11 I MoA. # Max. i MRa. Now. _ T I I ;I V j7 I t: I ! '-"^'. t CONi i T r---`-' CONT. r 1 I i ExasUtm. I w:r_ 5€PA6hRTN i EIDS,:x Nm,. '.uAAAi�, c se caAss _J _ To GLtSp I ! cuss I ' `L' Ma: GlAiS t5EE 9C1F1%:,£ 7` uoa. I Isg1sSIAF i�PNJIINGTH'I LL' 1 i 0.N SMY4 Fey q 'L' Ya, a PaNIEl LE71Gi,i 5eeET ,@ (SEE: T{0)C 1 �LDW) 1 I SEC NOTE , flESDW 1' �Rs. Mn.. S®ARA4VVml f PANEL 4NGTI, I ( ) PANEL I.EN(:fH ( MA._. SCKONaRipla IXSFNJG = ' _ I - EXL4YNlC I ' , ' ii I f i " � I , �. �:'. a SEE NOTE 1 BELOW .., , Nil 9ELDW Try u/.SS li s cicro t:. - GLASS n (SEE 7 4aL SaNb 4E Y`- t53 # qN Rs+`ET ie9 i 1t4'i-xth'• � ....-.... `rv' r ' qt S±A€T is) �': !/t'+-2Dtti `......_...� _" ! I -i 5.5: M.$. W t - 1, ... „_ .. SS. M.S. Wj r _.... t_ r I : as a 3x i !6 /�. 7 E'a x 3 2 gp a k / J S W4 T NO NUT WFNp NU- , .v I , I / sy 7 x:pr r I 'MIN. THR EADED AdNL ; PENETRATION A7 _ _... .. ..... ...... 1. __.. E j , w ! i �MtDVNOM 4E Pi_ATEi i \ .u�rt T 1 1 t . vt �G I 9 �� _ ' � is 1 - N v. ftl Y EO T. �'! 1 I , r I I I - �,=-** a4MSC'0NT,tONi EO3/'SSW/E0-'.L/a's-2A3/45.5. M5wJ WING N 1UT I - 7 'ex3 32^ WING NUT ,1/5*. x ' WINO NU1 i- %E / 3 3z W1HGw As1lERat•of 22'Iw'Aswmatzi/2' o.c EY0N0) i;;`�wASFlER(9ETONo) t•s`a1APpoN*E' aconoE•o.t-�_„-/%2•MM.11tREA0ED W//,,�2"W. THREADED �.`•'__(STAariE71E0W/Snml�•TSTA00Etgn W/ STUD) .'a I PEraiRAT,pN AT MtDWIOTN E w/, t/2• MIN. trauoED I wFERERUTgN ATTHREADED of Par '�._ _ , _`! .L , -+ - -: .T,- PENETRATION AT MIDWTDIH � OF PLATE OF PUTT ,- �'..._. �AE01]tAED D PLATE _ z W PLATE _ _-_raa• WEmD Pure __--.,RE�IIWN�a PlA4E ��.."li$ T.A�1 ATiOH j�(�t. AiOUNTtH�aRE #NS?At AT1OH -. REQUIRED WA�:._MS1311'iTl�l�r It,ISTA 1 el.�,TION VIAi.L MOUNTING INSTALLATION d4TFRL�AiLiCIL7L11A` . 1 aR PANFf d AI.iERMATIVE 6AW (ILjFRNATIYE I'sRW SCALE ajB'=,,, ¢ t� 5AF a REGULAR P�N_EL i 1 � $�FTY PAHfE y. SCALE ajb'Q," SCN-E 3t8'.1" SCALE 3J8 ..q^ �Nt�ia411�4E1T1'�✓�"'% , INSTALLATIONS ARE ONLY VALID FOR BaLnlNGS WITH A.S.D. DESIGN LOAM 3:' � '' - FLORIDA BUILDING CODE W h Velocity Hurr{can* tons}. UP TO s55.5. -72.4 PSF AM PANEL'S LENGTH UP 10 8'-6• ND, A I ' o^.GxG iutico, wt, F,P.. a. FOR NEW woaD FRAMe 4aNsrRUtTroN: wooa MEMBERS to BE SOUTHERN* " z0 GAGE GALVANIZEI. D STEEL STORM PANEL zaN+Wr1 pl•: PINE NO, W C4'c' _ 'A �: - . 2. J 5P€ DENSFrf DF 0.55 4R tOVAI ,-__;L.~' v p't/•fe/film •�j., S7 E ��- _ ___1 �GLOHAL PROTECTION PRODUCTS, U.C. aTi :'+o •. 10� ` I�� � ���%,.. +atas.x.etsTREEi,jrf`••...,Y,LLR7t'SF1110Y SMME. R 13]1a 2D-T76 ''.�S3r0 �AtiF' A� .,.,.x!"ix•,.°=,w�Naa."'r_a� ra PN�: tas.�av-Te.s. FAre (Ps!)aeo-e>er rf/flll,i {IkINI P.E SEAIJ9IG/MitRtE/MiE a-bPDbitB anN.Ne, Q4N'AaD Nu: YMLTER A RLl1T A., P.E Pn ILw _ _ H e] ,xrt 9ftEI is III, xp Cm "' AtAoi Ij . CONCRETE PANEL 1 FOR UFE SAFETY R' SYSTEM R CK ERUCIURES ..-1/i^ tAPCON ANCHORS aja' TAPOON ANCHORS .. T(a" iAPCg9 ANCHORS tia' TAedM' ANG?tpN3 O 9° O.C. O 9" O.C. �' ! 0. OC. �9 9' O.C. POURED CONCRETE,. POURED CONCRETE. POUREDCANCR€Tf POURED CONCRETE'. OR CONCRETE - DR t:LYNCRETE DR CONCRETE OR CONCRETE Bt.dCK REQUIRED �1 BLOCK REQUIRED F�E BLOCK RE9UERED 1 � BLOCK REQUIRED 1 f 111. ,1 '4,!­,1, - _�,'­' .. . , . rQ .. ­. - , , GONi. t - � tONT. � CpNF 1 1 I i f Y+ I Mn � m � � 1 w. m •. (�± I RM, m -d�) # awl iv 'I t i° u+Pa'.ae ax � xNLaA�oN " ��" wRlxei au ,� wrwaEi an °" 1 sutie aet - I sac' Tar � �' ,e) { Prm , I vc eS 1�j� ss £Xi54Ra atk: fRiSi:',�. fkES.TiPL�J I i IX�� frL455 SLABS ; ', ' i , GLASS •y t �a ' y � v;, t � $ I i i'� , -f I t a a, � ;y' 1 ; ! J ` i t b ffla �, H :� 6` : f II M M,S. Y/9/eYr y_1. ' �... � ! � 'w ffal Dkf'i3'` 4- I,_I�/wIi--373z'.'aK+N,RPjlT�/_Ii1i'u �;'. _i.. I T CD-• IED.- . 1„L' I - E.p 7fn ; 1_ 1 , t ° '� :t/2 fir•. 1/d'a-2px3lA^S,S N.S. Wj C I I iJa"P.-xo=3/*'S.S.1M,S, Wj I ! r 1 E ! � ,_� ' � ,` { ^:,:, 7jtt"MAD/32 vnNc Nut WASHER ! .' ' �.'-7%E^P a/3:.' WIND NUT Wr.'sHeR _ @ '� rJE^a :c 3j3r vnNo NUT {� �,�®� . aril^ WaTc Ir::, o T2 1/2^ 4.t, (BEraMo) cant. 'WASHER o t2 Ff2' 4•c.: '. ,.anL NUT wA$MFR (BE`t€WD) �' �", t14" 4APC0N ANCHORS 1'a" TAPCON ANCHORS:..-,...._1/a' TAPCLIN. ANCHORS PJJ4" TaP4'DN __._-- 13 a Ile o.c. _.._�lpt4R9 _ ke a T/2' 0.4 4t 4 t/2" D.C. (STAGGERED W/ STUD) t9TA0GERED Wt ST!H1) Er 4 ,/2' O,G _....P.OUWED CONCRETE ! POURED CONCRETE _-:PW11itD CONCRETE _ Prjt1RE0 tlR OLXVCRE'iE BLpCk OR CONCRETE BLOCK OR CONCRETE BLOCK � �9R CONCRETE EN.O:h, REQUIRED REQUIRED REQUIRED RFALgRED WALL MOUNTING INSTALLATION YIALL [TING INSTALLATIQN WALL MQUNT]N,Q INSTALLATION WALL MOUNTING INSTALLATi4N SECTION 3A SECTION 3B SECTION 4A ;t�TiON 48 0 REGULAR PANEL O ufE SAFETY PAMEyt 2 REGULAR or IF �,�FETY PANEL SCALE 3/8•-," SCALE sta°-," sr#aE 3/B'_," sc.(EE a/e^-i' AM@YAS STPE 1J!'• 3€E SHEET is a � FOR ANCHORSr'PL A >,� _ SPACING TOR INSTALLATIONS INTO W03D _ NXtNNAL1ANC110R 59MlW5 AND 1eH:IlMW! �� i EDGE D5TANOE ARE INDICATED Oro THISa!1>ANg ,- 9LT[WA£ MRED. LESS THAN INDICATED ON RRAfY.! e.n M) 3 StIR:DuIa REDUCE aa>CFtox sw;crNc 9Y NUCTRL'nwO SPACING SMCMW ON SFd1EnULE A49U1L. €dt g',90F DDOMCi% WY4gR 8/ THE FOLLOWING FAO,0R9, FOR iHt4 ,!* nPaelTgN N SE P05516L6. REDUCED ., -_ FrP .- _.._ SPACING OBTAINED USING FACTOR SHALL SHALL NOT . BE L65 THAN a«NAnaN SPADNJG MlfkGtEO Y ,/R --. FOR EACH ANCHOR TYPE ON TFtls SCNEpULC _ �3' ._ ._. 5m a irx' - FLORIDA BUILDING INUALLATIONN WOOD �] __._�� � ., 71x7r,� , --- : [ I F DETAILS OPTION 2 FOR LIFE SAFETY (?R PANEL SYSTEM 1NY0 EXIS _IlN� WQ9P STRUCTURES T4�S_ ,I! Ii ,i 1 4"a TAPdpN D.C. "`-`5""""-` S N. 0 $' 0 i s•R TAPC N G 6' .C. 0 0 J _ 2' MI 7FFRFPUEO ."i »4V t F :'# // tt A ENiTRAt ON T YIE100 PR T7 AT Y N!'iTUS W1 a r I # V a 1, i HEADER � � ` HEADER 99 , {( ! 14ar p ;i NaN. 4 2^ , ! 1 4 k W000 NFApER J� - _ t -- z` Mtn. WOOD HEAU77 :a a ,• My1 t: I #. REQU REO REQUIRED { CONE. NI l� 'I ?9s I I � 1 e,a �t .I L. I I t^na� i i W. sPAwat'a+ s ro stss s scN. 3 ,!N SHFFf e ) EXISTRJG 1 ! CVSS-" Wn. NMIpN } - PANEL LENGTH p ,..- ^. ' ..- .:, nI : PANEL LENOTT! �-2 friSTiNG ( 0!a 5fiP3* is) (SEE NOTE 1 BELOW) 1/4"+-20A1' . (SEE NOTE 4 p€EOWy , GL ASS ' S.5 M.$ tY _ .. _._ _. / 7 ^a A3 3Z' / WON ' ., ,... WI Uf I { , i b S p 1 [ I t Ff F 1 a 1 . , j T b l'ji ) { _ i E 0 E0. ' s. } i 1 ED. +. E4 L t. • Y I 1 2"011 " wODO PATE :-��- - � .7/E"P v S/3T WING.NUT a•.y4' YIOOD FIATE '`�. ��'T/0'b % 3/32' WING NUT REQUIRED "� � WASHER O 6 ,/1` O.t, REOU#RE0 - WASHER Q (BEYOND) 114-10 PANELMATE PLUS �' � !ta-tp PANELNAIE PLUS' _ O E I/4' O.G. W, 7/B" - p O 6 ,/4' O.C. W t] 8 / MIN THREAD {{ PENETRATION ~ € . THREADED }�} p€{{ MIN, TN P j TI AT MIDWIOTH OF PULE `::x"L _,_,_ ._ ... F..' ._ AT MIOWgO1�iTl�F PENETRA ON -. - ,_ �; ,_�`_ ... WAL.r_ItOkirN:111s1ik..li{31" •ION p REGULA'�IFN. slexlEl(lef T TV.$AW RhAN£L ���..ta SCALE 3J8'•y„ a,t",....fy4 SCALE 3jB•nt" "....- FLORIDA � BUILDING CORE (High Velocity YsoGty Hu Cons tans * AID 441 �� ° TR.TEm. "c" 20 GAGE GALVANIZED STEEL STORM PANEL FP. T.P1f�iTALLA7�N5 ARE pA,Y VALID FOR BUILDINGS Wf4H F ,&0 DESIGN LEu05 - Yr t""` : if =_:__� ,L Y �`� �' U. TO s55:$, -72.4 PSF AND PANEL'S LENGTH t. 4 8'-S". L * : . _ � _ J1Mf�Yp :..a :_ ATE � GLOBAL PROTECTION PRODUCTS, LLC, p4,E FOR NEW WOOD FRAME CONSTRUCTION! W000 MENDERS 2d BE SOUTHERN ILe Ise , 2 N_ Tom' ' .eOG iV. 51 STREET PINE END. 2, Wj SPECIFIC DFMIIV OF 0.55 OR EQUAL. `"i�,(1 'OAl R(� ittllTiaPEWpFCOMPANY c 0.tME €1 333,1 CC *' t� Na. a,. s.. xa w rams, a ss,a PHone vaa PAX: tess�-m7 20- f 76 ` # a$a$ �: '� ` P,,.. aamT an -!®a . Y. , dmi sn_aRaa ( )eve_]s.a, vraARNG Ne r a'7tif# FIITF/ITW .. SEN.JSTGNATURF/GA1E Wli1kA A TlIS1lptk, P.E N167 'J&[T N aY RE POURED INIQ CQfaCF`i-rE OR CONCRETE BLOCK: REOlRRfD i INSIALLATION DETAILS FOR OPTION E SAFETY NG POURED CONCIREJE OR CONCRETE 1f4" TAPCON ANE>!ORS 1'4` TAPCON ANCHORS - -Ai 9° O.C. 4 B` O.C. ' �b POURED CONCRETE, b+-Sr s del l I 1 1' (14-10"a RANE.MA:TE PLUS Wj ., ....'.576^0 , 3132" waRD N;n WASHER 0 6 Tta" tt{, P.013RER CONCRETE OR CONCRETE BLOCK REQUIRED WAUL-VOUNTIN �E�eT14NI5AALLtT10N a REGULAR PANEL SCALE 3/8".t" - Ijb t/A'e SEE SHEETt4 ! 2D FOR AwC1a7R5 TYPE A �� 77R -_� P�VR°iLdE 955CiIP, FOR G+SiAUA1101E INTO WOOD FRAME FN3:. INu Na3MW StWWe t4.) 3 1 1ltlJALLW AHC11OR Q`/'LitiCS XiP fWNNlUM Corcavr tk,) d ] EDGE DISTANCE ARE Na0moviep C4TE0 ON iFaTS `aP•a6WANM SCtifD1AE Fffit F.:n. tcS 'D#N N•2.iG,TED ON iR.J.ah) BbdWVWVW�Naj 3 3 Yf3 SC+LLbULE. RiafK£ ANOHnR iPAu'THS iW MULTRYYPlC SPAOWN.' SHOWN Ox SGWEWLL #FEINT EG (714E MCNII BY 71iE FOLLOWING € FOR Fltx' �, DPF7+AiAFd TD 9E POSSIBLE, iliOUS.f33 _. ! tre' _., _. SRACMG itDTAlNtp iiSWFp 5AGtOR $1H11 NOT Y ,rT' - � LF55 ',14A1r NttaMUM SPACINGe4DltbiEO - ..... "'. FOR EACHH ANCHOR.>kPEDN t#e5 SCHEDULE a' f.GG iA@ 3, x" �! - ��,�711 77 � I . 7 7 � : � , OR CONCRETE @LOCK aEOUNtEO f---C.E.i„ F i EO+ I1 CONT.. #.aA54d�> �LJ 1 �EX15nHG,_i . G ASS y i ay x y. s•wl� f >/rr a " 9 A-1- F, - I 9 gpppi ¢ EO+ { / 1 i e . ___.,L. __..! _. ' 4a=tD'P PANET,MATE PLUS W/ jE"0.111, 3j3Y" *INC; NUT WASHER (9�.Y ,ZDLRiEp CONG1iETE OR CONCRETE BLOCK RE4t1FRfD WALL. bIOUNTi1yG IN�TION 5E,TION Si3 @ LIFE SAFETY PANEL INet111rrIN„/.. SCALE 3j8'><i" 0 N ,a �c'_N Vf6 0- . � d a � d �: a m I0)7 Hurricane c c c i C cvc•I•A•u .EIN€1L1, Hares: vtIiD F-7 HANG C7L1RE3 p• MU _ B, 1' MINIMUM T t 1. p.. EMBEDMENT Of TAPLAH AXCHdRS AND PANELMA' FA- E-2 HANG STORM FANEL W 9 .HIS PRODUCT EVALUATION DOCUMENT P:. : !N E1M E FEMALE ID & }BEWt"iE f1u5 INTO CONCRETE ACCORDANCE WITH ME. 2020 (7dh EOtTK`N) OF THE FLORIDA BIJ1t1XCpOE.( f D.) tLAs BEEN VERIFIED FU1? COMPLIANCE ) BLOCK SNAIL BE F t/t' DE$ION WtwD Lb $ s R tp F rT F T a' AD tVdL. BE s`TE c'R?tANNEi) AS PE SE:C'Ci1pN 2A)d HE ABOvE MfM(ONED GO B.2 MfM!MUM EMBEbMEN 0. a X 7 DE, tl CALK -IN ANCH©R5 17' N R / / sHAu t� 5 /E #NTp tp G EtE A Wt P R. G FDR NO S EED AS E,DU1R£p THE JJR N W SE4 WI BY N GfXCtt© )lERE THESE UTtERS ti BE t STAk.l. D A '. NO £M INTO ANY FINS M H ATERWL. SHALL BE PERMITTED, FOR A DtREC41DNALFTV FA T N.f. BEOMENT 5 FACTOR Ks�0,8$ tFSFNG ASCE 7-ISANDSHALL NO EXCEED THE AW1ttMLFM (:. A S<D: ) 1 " 0-20 K @DET$ e SSSt CWAc.. W d USED SHALL BE LONG THOUGH s. OE1LD ANY FFN r Stt MATERIAL EXIST) TO tiEStCaN PRESSURE RATINGS Ud DICATEp ON SrtECTS 25 .d: 26. ENGAGE 3"I4` INTO ANCHORS. IN ORDER TO VERIFY T'ki T! ' E ABOVE CON Oi ON, ULTIMATE DESIGN WIND LOAD. DETERMINED ASC- L PER E 7 tB F SHALL BE #R Si REDUCED AS:b. 0 StND LOADS BY MULTi. PLYING D THEM 9V E ! TO E1CM RANG,. N ORDER TO 8.3) IN RASE THAT P PRECAST STONE. OR PRECAST CONCRETE PANELS BE. FOUND ON THE EXtSTtHG WALL TO COMPARE THESE WJ MAX. {AS:D} DESIGN PRESSURE kATTNO5 MEPCAYEO ON SHEETS 25 R 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE M#JN STRUCTURE BE,aE;NkT SUCH PAWLS. Ad,"C1{OIW;E S!iA11 BE 1v* METesiONED IN B.F) AND k1 8.2). !N DR � � DER TO VCR!FY TItAT COMPONENTS 0 ANCHORS ON THiS P •D. A5 TESTED WERE Np.T "eSSli OVER STR- INCREASE !N ALLOWABLE STRESS rT1R WINO LOADS WAS NOj, USED IN THEIR AlaALY$15 FASTENERS SPACING TO W0p0 F[AS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 7O'•5- tCJ ANCHORS SHALL BE INSTALLED FOLLOWING ALL 4F THE RECOMMENDATIONS AND SPfCIF1G4710N5 OF THE ANCHOR'S MATtUFACFLIRF,R. S76itM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE Ii0.S BEEN VERIFIED IN ACCpRCLMiCE vmTri SECTION t626 OF THE ABOVE MENTIONED CODE AS PER rf?i€ 'niATKIN TESTING LABORATORY. INC. REPORT E 2032, AS PROTOCOLS 1le-20 i, ti R SMAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER T AS-202 AND 1A5- U3. TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SH n'TER 2 6 L 511ay.L ONLY BE ATTACHED TO CONCRETE, BLOCK n+is rH c OR WOW FRAME BUILDINGS, 2 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON E OUTSIDE OF THE OPENING a.'E$S ;CINO 'HE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LN-F'HIS APPLICATION IS VM )D WHEN INSTALLATION 15 INTENDED YC BE PE RFORMED 12. THE INSTALLATION CONTRACTOR is TO S FAL tiWi.K ALL SHUTTER COMPONENT EDGES - / REMAIN tN CONTINUOUS FROM T}i INS IDE SIDE 0F STRUCTURE . : CONTACT WITH THE A -DIED 10 NT tN N INTRUSION GYG PREVENT W. D/RAT ON CAULK AND SEAL SFlUTTEA. (RACK_< AU. AROUND FULL }, SERIES 1000 INSTALLATION isAPPLICAAPPLICABLETO S1NGtE AND ,)RUBLE HUNG STYLE WIMOdWS. WHEN +NSiAiIaiTON 5 REQUIREDED iC• BE LENGTH. PERFORMED ORMEO IRON THE H•i57Di OF STRUCTURE RE t3 STORM PANEL INSTALLATION SHAH COMPLY WITH SPECS INDICATED IN THIS BRAYING, D RA G WYNFLUS ANY BUILDING I AND 20N NC PR TH .WR!biN-CT10N WHERE ERMR P IS i , APPLIED O a. SERIES 2040 INSTALLAildN 6APPLICABLE Tp SINGLE AND DOUBLE HuwC AND HORROMA; Sl IpERF. STYLE WINDOWS5 WHEN REGREGULATIONSOY1DE�n BYE iNS7AtIhYIOW IS REQUIRED TO BE PERFORMER FROM THE INSIDE Of STRUCTURE, tA. ATRIUM WINDOWS AND DOORS INC. E - 2 HANG STORM PANEL SYSTEM- 15 PAtEiIT PEM>V'p- F S ALL ALUMINUM IXtRUS 1 OaS TO BEby 61-T B AU.#T AND TEMPER. (UNLESS OTHERWISE NOTED) , 5. o THIS PRODUCT EVALUATION DOCUMENT ( P ED)PRE PAREO BY . THIS ENGINEER ^OEaI AND DOES NOT . PROVIDE INFORMATION FOR A SITE SPECIFIC PRQlELE:i.v, WHERE THE SITE CONDITIONS DEVIATE FROMP.Ep8. A1.L. ALUMINUM SHEET' METAL USED Al CLOSURES SHALL NAVE 3105-H14 ALLOY. (o) CONTRACTOR b0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION WGLUO'NG LR'E SAFETY OF 7. ALL Si'FEL SHEET METAL PANELS SHALL HAVE STK+UCTURAL DUALITY SFEEI.-. A5T41 A -BSI GRA7c SO Min,- .t1PfMTEd "STEEL ?Nd5 PR(IitUC!- BASED ON THIS P E.D, PROVIDED HE IZE DOES tdOT DE?+IA ' i:RtJM. iN tSiL E CdN DPODN S O&.7 MItD 0N DESIGNATION WfFp= 58:5 kat (AFTER ROL,LfD)THIS DOCUMENT CONSTRUCTION SAFETY AT Ai 511E IS THE CONTRACTOR'S RESPONSIBILITY, 8. ALL SCREWS TO D£ STAINLESS STEEL 'xOa UR 318 A)S, SERIES OR CARRdSIbN RESISTANT COATED OARx'R2N STEEL AS PER CAN (<) THIS PRODUCT EMALSlAT10R DOCUMENT WILL BE CONSIDERED INVALID If AeODlFFEit, 50010 W/ 50 N A E YIELD STRENGTH AND 40 Po Tc N S1 LE STRENGTH & STALL COMPLY W/ FLORIDA BOWING CODE SfGtiOatat t.3.3.4 L.) SITE SPECIFIC PE -p Li C PRtTaETS CSHALL BE PREPARED BY A FLORIDA REGISTERED ) EfaGiwEER OR ARCHITECT WHICH WIL L T° 7 BECOME THE ENGINEER 5. BOLTS TO BE AStM A-307 OALVAN!2W STE}»t. DR A!51 304 SERIES STAINLESS STEEL. WITH 36 ,cef M1NiMt.ib# YIELD STRENGTH VEER OF RECORD (E.b,ft,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENC>aNEER Tp THE P.E.D. ENGWEER. SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW aR d 7p I� RdG PO. T t) _. Ems__ ._-,S.Se ^ e THIS F.ESHALLPROFESSIONAL L BEAR THE DATE AND ORIGINAL SEAL AND s#cruTUFff OF THE - () D. ENGINEER OF - I +'a TAPCON ANC/TORS D IT i I I 7 As MANUFACTUP.E BY W_ BULDEX. NC, (MN. rG=3i92 -�;. RECORD THAT PREPARED ! a 1 4 X 7 $' CALK -IN ANCHORS. AS ANNLAACTUREO BY DEWRIT INC. (MTN. 1'­3 1 t8. STORM PANEL MAKJF JRER' LASRALE BE BEL LOCATED T READILY VISIBLE 1 - 0i4-10 PANELMATT_ FEMALE tD $ PANEa:41RTE PLUS ANCHORS. A5 MANUFACTURED BY EiCp CONSTRiJC`TK}N PR03th-1SWITH. ACCORDANCE WSE4SECTION17p993 � OR!OAgAT STORM �LpWG CbbE. O'+E1A@EL SHALL BE PANEL I PLACED FOR EVERY OPENING tYc+3350 4X-1) LABELING TO COMPLY WITH SECTION 1709.9:2 OF THE FLORIDA BUILDING CODE. 0.9) M{NIMUM EMBEDMENT OF TAP't0lt ANCHORS R3TC POURED CONCRETE STALL BE 1 3j4' AND 2` FOP P&4ELMATE FEMALE ID a PANELMA. TE PLUS. A2 MI NIMUM ` ,MUM EMBEDMENTEMBEDMENTOF 14•e IL/ $'-!N AN HORS SHALL E 5 7' " INTO / / :TALK C B I& D CONCRETE NO EMBEDMENT INTO ANY FiN75N MATERIAL StIfU,.L B'i PERMITTED. 1 j4' P-20 SS SIDEWALK BdLiS USED SHALE BE LOtlp fNpUGH(SNOULD ANY F1N!5N MATERIAL EXIST) F¢? ENGAGE :/A' 4taAF F ��f INTO ANCHORS, ANCHORS. �� fl M A.31 IN EASE tHAT PRECAST STpNE, PRECAST CONCRETE PANELS. OR PAVERS 8E POUND ON 't!f EXts41xp WAE!. OR 1"��+!'',. •. /�, FLOOR, AWCHORS SHALL BE Lpt'Ki fNCtItGH TO itfACH F!tE MAIN STRUCTURE BEHIND SUCH P.L`tk2S ANCHORAGE SHALL �. �j('rEN.t1., • t](1 BE AS MENiWED I!'t A,) AND IN A,2).. � '"K` ND.A4167 (B) IS7_EXt`.ININS C4PEtGBECE..@C.Ss;A,",�.�U,F:. ., �F :` s ti' 'fr s. - 1 j4' e TAPCON ANCHORS AS MANUFACTURED BY `s T.W, BLAL13t'7E, INC z FLORIDA BUILDING CODE i'R h YeIPcItY NurrlCone tan* - !/a" e X 7/8" MA -IN ANCHORS. AS MANUFACTURED BY p£WALt INC (t'm.ISC)LY p.3:L) .�..Q., f• ''At72v mFEcp, Prc. F.A. - /7a-10 PANELIAATE f'E.MALE . tt5 AND FANE}„MATE PLUS ANCHORS. AS MANUFACTURED By E1GD COtiSTRl,'OT!ON •--. 'r F'• �lt�ial�°-. /xma -''�+ � 20 GAGE GALVANIZED STEEL STORM PANEL DPAyn, er, 4 PRODUCTS (rm®ZO 71 p a T,) ' @ - - °,-.n't` GLOBAL PROTECTION PRODUCTS, LLC. °'rTA Y.��trz�+Ftdd =� F. Ra► Y f N C �\ +8,7a 5.w, 51 satBi.; t [ *1u kYcawn a cNOW1Et:Wwo coMPANY Fard. r ssa+. ' !r ar, e,. a am wamu avaaola. n ula r-N,WE te3Aj�-7*�. xsY: yus.)saP-TORT 20-175 leeu : iPaA MI -fete fa RPN h,-Itu, P.f SENJSNRNTUIIEr(MZ iA-0p06711 ��G °b'. LXaiTal A'fRLii .x, PL. 4a t>-+sY - - TuslaN Ue. ia,e; � araEi Y, w m BLOCK EACHr __ L. 0-11 CD CIO I POoRaim RaCK m O_ � PANEL LLC. VIEW U ^^11 O —2� W O 5- = O Q :11 4 C MP N S FOR SERIES SPANELS TORM ._ (SCALE 1/2a1") d w7 OR W/O 6 Eq vxaFL SHEET #!#.,• 'S,YS �, 211 4 ar, 24 SCHEDULE am �s dt 2a �� (� NOT[ 5 BELOW) z /24 T /z4 i�°�, P Atrm.) 10 t�F Kli'i€ s tEhDWi CONCRETE � ram/ � . j UfNr.'i±ETs AtdGtN� s• uue. ,x.. ,......_.. 2591 -__._...__, as � / 3'/24 � t6EE rmiE 2 9EL ipR coNCREie ANGlaN'i& 3LE ! - - �'' "'�^i tsE'sc:tR.Duti a1 sHEri 25)— , a"" `. T" sr . om �-t_,. _ ,.--____ _.__ (Try � `"-'" t) • � caNni>E waom d w: 6sz s4wAAc - —_�:D. t.mu .- n : v. _... 15.796'(TOTAL lWW7H)_---- _. _._... -...-7 ..-- _ _. 2.250 -^--2.957'--- �. - .. 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I Isg1sSIAF i�PNJIINGTH'I LL' 1 i 0.N SMY4 Fey q 'L' Ya, a PaNIEl LE71Gi,i 5eeET ,@ (SEE: T{0)C 1 �LDW) 1 I SEC NOTE , flESDW 1' �Rs. Mn.. S®ARA4VVml f PANEL 4NGTI, I ( ) PANEL I.EN(:fH ( MA._. SCKONaRipla IXSFNJG = ' _ I - EXL4YNlC I ' , ' ii I f i " � I , �. �:'. a SEE NOTE 1 BELOW .., , Nil 9ELDW Try u/.SS li s cicro t:. - GLASS n (SEE 7 4aL SaNb 4E Y`- t53 # qN Rs+`ET ie9 i 1t4'i-xth'• � ....-.... `rv' r ' qt S±A€T is) �': !/t'+-2Dtti `......_...� _" ! I -i 5.5: M.$. W t - 1, ... „_ .. SS. M.S. Wj r _.... t_ r I : as a 3x i !6 /�. 7 E'a x 3 2 gp a k / J S W4 T NO NUT WFNp NU- , .v I , I / sy 7 x:pr r I 'MIN. THR EADED AdNL ; PENETRATION A7 _ _... .. ..... ...... 1. __.. E j , w ! i �MtDVNOM 4E Pi_ATEi i \ .u�rt T 1 1 t . vt �G I 9 �� _ ' � is 1 - N v. ftl Y EO T. �'! 1 I , r I I I - �,=-** a4MSC'0NT,tONi EO3/'SSW/E0-'.L/a's-2A3/45.5. M5wJ WING N 1UT I - 7 'ex3 32^ WING NUT ,1/5*. x ' WINO NU1 i- %E / 3 3z W1HGw As1lERat•of 22'Iw'Aswmatzi/2' o.c EY0N0) i;;`�wASFlER(9ETONo) t•s`a1APpoN*E' aconoE•o.t-�_„-/%2•MM.11tREA0ED W//,,�2"W. THREADED �.`•'__(STAariE71E0W/Snml�•TSTA00Etgn W/ STUD) .'a I PEraiRAT,pN AT MtDWIOTN E w/, t/2• MIN. trauoED I wFERERUTgN ATTHREADED of Par '�._ _ , _`! .L , -+ - -: .T,- PENETRATION AT MIDWTDIH � OF PLATE OF PUTT ,- �'..._. �AE01]tAED D PLATE _ z W PLATE _ _-_raa• WEmD Pure __--.,RE�IIWN�a PlA4E ��.."li$ T.A�1 ATiOH j�(�t. AiOUNTtH�aRE #NS?At AT1OH -. REQUIRED WA�:._MS1311'iTl�l�r It,ISTA 1 el.�,TION VIAi.L MOUNTING INSTALLATION d4TFRL�AiLiCIL7L11A` . 1 aR PANFf d AI.iERMATIVE 6AW (ILjFRNATIYE I'sRW SCALE ajB'=,,, ¢ t� 5AF a REGULAR P�N_EL i 1 � $�FTY PAHfE y. SCALE ajb'Q," SCN-E 3t8'.1" SCALE 3J8 ..q^ �Nt�ia411�4E1T1'�✓�"'% , INSTALLATIONS ARE ONLY VALID FOR BaLnlNGS WITH A.S.D. DESIGN LOAM 3:' � '' - FLORIDA BUILDING CODE W h Velocity Hurr{can* tons}. UP TO s55.5. -72.4 PSF AM PANEL'S LENGTH UP 10 8'-6• ND, A I ' o^.GxG iutico, wt, F,P.. a. FOR NEW woaD FRAMe 4aNsrRUtTroN: wooa MEMBERS to BE SOUTHERN* " z0 GAGE GALVANIZEI. D STEEL STORM PANEL zaN+Wr1 pl•: PINE NO, W C4'c' _ 'A �: - . 2. J 5P€ DENSFrf DF 0.55 4R tOVAI ,-__;L.~' v p't/•fe/film •�j., S7 E ��- _ ___1 �GLOHAL PROTECTION PRODUCTS, U.C. aTi :'+o •. 10� ` I�� � ���%,.. +atas.x.etsTREEi,jrf`••...,Y,LLR7t'SF1110Y SMME. R 13]1a 2D-T76 ''.�S3r0 �AtiF' A� .,.,.x!"ix•,.°=,w�Naa."'r_a� ra PN�: tas.�av-Te.s. FAre (Ps!)aeo-e>er rf/flll,i {IkINI P.E SEAIJ9IG/MitRtE/MiE a-bPDbitB anN.Ne, Q4N'AaD Nu: YMLTER A RLl1T A., P.E Pn ILw _ _ H e] ,xrt 9ftEI is III, xp Cm "' AtAoi Ij . CONCRETE PANEL 1 FOR UFE SAFETY R' SYSTEM R CK ERUCIURES ..-1/i^ tAPCON ANCHORS aja' TAPOON ANCHORS .. T(a" iAPCg9 ANCHORS tia' TAedM' ANG?tpN3 O 9° O.C. O 9" O.C. �' ! 0. OC. �9 9' O.C. POURED CONCRETE,. POURED CONCRETE. POUREDCANCR€Tf POURED CONCRETE'. OR CONCRETE - DR t:LYNCRETE DR CONCRETE OR CONCRETE Bt.dCK REQUIRED �1 BLOCK REQUIRED F�E BLOCK RE9UERED 1 � BLOCK REQUIRED 1 f 111. ,1 '4,!­,1, - _�,'­' .. . , . rQ .. ­. - , , GONi. t - � tONT. � CpNF 1 1 I i f Y+ I Mn � m � � 1 w. m •. (�± I RM, m -d�) # awl iv 'I t i° u+Pa'.ae ax � xNLaA�oN " ��" wRlxei au ,� wrwaEi an °" 1 sutie aet - I sac' Tar � �' ,e) { Prm , I vc eS 1�j� ss £Xi54Ra atk: fRiSi:',�. fkES.TiPL�J I i IX�� frL455 SLABS ; ', ' i , GLASS •y t �a ' y � v;, t � $ I i i'� , -f I t a a, � ;y' 1 ; ! J ` i t b ffla �, H :� 6` : f II M M,S. Y/9/eYr y_1. ' �... � ! � 'w ffal Dkf'i3'` 4- I,_I�/wIi--373z'.'aK+N,RPjlT�/_Ii1i'u �;'. _i.. I T CD-• IED.- . 1„L' I - E.p 7fn ; 1_ 1 , t ° '� :t/2 fir•. 1/d'a-2px3lA^S,S N.S. Wj C I I iJa"P.-xo=3/*'S.S.1M,S, Wj I ! r 1 E ! � ,_� ' � ,` { ^:,:, 7jtt"MAD/32 vnNc Nut WASHER ! .' ' �.'-7%E^P a/3:.' WIND NUT Wr.'sHeR _ @ '� rJE^a :c 3j3r vnNo NUT {� �,�®� . aril^ WaTc Ir::, o T2 1/2^ 4.t, (BEraMo) cant. 'WASHER o t2 Ff2' 4•c.: '. ,.anL NUT wA$MFR (BE`t€WD) �' �", t14" 4APC0N ANCHORS 1'a" TAPCON ANCHORS:..-,...._1/a' TAPCLIN. ANCHORS PJJ4" TaP4'DN __._-- 13 a Ile o.c. _.._�lpt4R9 _ ke a T/2' 0.4 4t 4 t/2" D.C. (STAGGERED W/ STUD) t9TA0GERED Wt ST!H1) Er 4 ,/2' O,G _....P.OUWED CONCRETE ! POURED CONCRETE _-:PW11itD CONCRETE _ Prjt1RE0 tlR OLXVCRE'iE BLpCk OR CONCRETE BLOCK OR CONCRETE BLOCK � �9R CONCRETE EN.O:h, REQUIRED REQUIRED REQUIRED RFALgRED WALL MOUNTING INSTALLATION YIALL [TING INSTALLATIQN WALL MQUNT]N,Q INSTALLATION WALL MOUNTING INSTALLATi4N SECTION 3A SECTION 3B SECTION 4A ;t�TiON 48 0 REGULAR PANEL O ufE SAFETY PAMEyt 2 REGULAR or IF �,�FETY PANEL SCALE 3/8•-," SCALE sta°-," sr#aE 3/B'_," sc.(EE a/e^-i' AM@YAS STPE 1J!'• 3€E SHEET is a � FOR ANCHORSr'PL A >,� _ SPACING TOR INSTALLATIONS INTO W03D _ NXtNNAL1ANC110R 59MlW5 AND 1eH:IlMW! �� i EDGE D5TANOE ARE INDICATED Oro THISa!1>ANg ,- 9LT[WA£ MRED. LESS THAN INDICATED ON RRAfY.! e.n M) 3 StIR:DuIa REDUCE aa>CFtox sw;crNc 9Y NUCTRL'nwO SPACING SMCMW ON SFd1EnULE A49U1L. €dt g',90F DDOMCi% WY4gR 8/ THE FOLLOWING FAO,0R9, FOR iHt4 ,!* nPaelTgN N SE P05516L6. REDUCED ., -_ FrP .- _.._ SPACING OBTAINED USING FACTOR SHALL SHALL NOT . BE L65 THAN a«NAnaN SPADNJG MlfkGtEO Y ,/R --. FOR EACH ANCHOR TYPE ON TFtls SCNEpULC _ �3' ._ ._. 5m a irx' - FLORIDA BUILDING INUALLATIONN WOOD �] __._�� � ., 71x7r,� , --- : [ I F DETAILS OPTION 2 FOR LIFE SAFETY (?R PANEL SYSTEM 1NY0 EXIS _IlN� WQ9P STRUCTURES T4�S_ ,I! Ii ,i 1 4"a TAPdpN D.C. "`-`5""""-` S N. 0 $' 0 i s•R TAPC N G 6' .C. 0 0 J _ 2' MI 7FFRFPUEO ."i »4V t F :'# // tt A ENiTRAt ON T YIE100 PR T7 AT Y N!'iTUS W1 a r I # V a 1, i HEADER � � ` HEADER 99 , {( ! 14ar p ;i NaN. 4 2^ , ! 1 4 k W000 NFApER J� - _ t -- z` Mtn. WOOD HEAU77 :a a ,• My1 t: I #. REQU REO REQUIRED { CONE. NI l� 'I ?9s I I � 1 e,a �t .I L. I I t^na� i i W. sPAwat'a+ s ro stss s scN. 3 ,!N SHFFf e ) EXISTRJG 1 ! CVSS-" Wn. NMIpN } - PANEL LENGTH p ,..- ^. ' ..- .:, nI : PANEL LENOTT! �-2 friSTiNG ( 0!a 5fiP3* is) (SEE NOTE 1 BELOW) 1/4"+-20A1' . (SEE NOTE 4 p€EOWy , GL ASS ' S.5 M.$ tY _ .. _._ _. / 7 ^a A3 3Z' / WON ' ., ,... WI Uf I { , i b S p 1 [ I t Ff F 1 a 1 . , j T b l'ji ) { _ i E 0 E0. ' s. } i 1 ED. +. E4 L t. • Y I 1 2"011 " wODO PATE :-��- - � .7/E"P v S/3T WING.NUT a•.y4' YIOOD FIATE '`�. ��'T/0'b % 3/32' WING NUT REQUIRED "� � WASHER O 6 ,/1` O.t, REOU#RE0 - WASHER Q (BEYOND) 114-10 PANELMATE PLUS �' � !ta-tp PANELNAIE PLUS' _ O E I/4' O.G. W, 7/B" - p O 6 ,/4' O.C. W t] 8 / MIN THREAD {{ PENETRATION ~ € . THREADED }�} p€{{ MIN, TN P j TI AT MIDWIOTH OF PULE `::x"L _,_,_ ._ ... F..' ._ AT MIOWgO1�iTl�F PENETRA ON -. - ,_ �; ,_�`_ ... WAL.r_ItOkirN:111s1ik..li{31" •ION p REGULA'�IFN. slexlEl(lef T TV.$AW RhAN£L ���..ta SCALE 3J8'•y„ a,t",....fy4 SCALE 3jB•nt" "....- FLORIDA � BUILDING CORE (High Velocity YsoGty Hu Cons tans * AID 441 �� ° TR.TEm. "c" 20 GAGE GALVANIZED STEEL STORM PANEL FP. T.P1f�iTALLA7�N5 ARE pA,Y VALID FOR BUILDINGS Wf4H F ,&0 DESIGN LEu05 - Yr t""` : if =_:__� ,L Y �`� �' U. TO s55:$, -72.4 PSF AND PANEL'S LENGTH t. 4 8'-S". L * : . _ � _ J1Mf�Yp :..a :_ ATE � GLOBAL PROTECTION PRODUCTS, LLC, p4,E FOR NEW WOOD FRAME CONSTRUCTION! W000 MENDERS 2d BE SOUTHERN ILe Ise , 2 N_ Tom' ' .eOG iV. 51 STREET PINE END. 2, Wj SPECIFIC DFMIIV OF 0.55 OR EQUAL. `"i�,(1 'OAl R(� ittllTiaPEWpFCOMPANY c 0.tME €1 333,1 CC *' t� Na. a,. s.. xa w rams, a ss,a PHone vaa PAX: tess�-m7 20- f 76 ` # a$a$ �: '� ` P,,.. aamT an -!®a . Y. , dmi sn_aRaa ( )eve_]s.a, vraARNG Ne r a'7tif# FIITF/ITW .. SEN.JSTGNATURF/GA1E Wli1kA A TlIS1lptk, P.E N167 'J&[T N aY RE POURED INIQ CQfaCF`i-rE OR CONCRETE BLOCK: REOlRRfD i INSIALLATION DETAILS FOR OPTION E SAFETY NG POURED CONCIREJE OR CONCRETE 1f4" TAPCON ANE>!ORS 1'4` TAPCON ANCHORS - -Ai 9° O.C. 4 B` O.C. ' �b POURED CONCRETE, b+-Sr s del l I 1 1' (14-10"a RANE.MA:TE PLUS Wj ., ....'.576^0 , 3132" waRD N;n WASHER 0 6 Tta" tt{, P.013RER CONCRETE OR CONCRETE BLOCK REQUIRED WAUL-VOUNTIN �E�eT14NI5AALLtT10N a REGULAR PANEL SCALE 3/8".t" - Ijb t/A'e SEE SHEETt4 ! 2D FOR AwC1a7R5 TYPE A �� 77R -_� P�VR°iLdE 955CiIP, FOR G+SiAUA1101E INTO WOOD FRAME FN3:. INu Na3MW StWWe t4.) 3 1 1ltlJALLW AHC11OR Q`/'LitiCS XiP fWNNlUM Corcavr tk,) d ] EDGE DISTANCE ARE Na0moviep C4TE0 ON iFaTS `aP•a6WANM SCtifD1AE Fffit F.:n. tcS 'D#N N•2.iG,TED ON iR.J.ah) BbdWVWVW�Naj 3 3 Yf3 SC+LLbULE. RiafK£ ANOHnR iPAu'THS iW MULTRYYPlC SPAOWN.' SHOWN Ox SGWEWLL #FEINT EG (714E MCNII BY 71iE FOLLOWING € FOR Fltx' �, DPF7+AiAFd TD 9E POSSIBLE, iliOUS.f33 _. ! tre' _., _. SRACMG itDTAlNtp iiSWFp 5AGtOR $1H11 NOT Y ,rT' - � LF55 ',14A1r NttaMUM SPACINGe4DltbiEO - ..... "'. FOR EACHH ANCHOR.>kPEDN t#e5 SCHEDULE a' f.GG iA@ 3, x" �! - ��,�711 77 � I . 7 7 � : � , OR CONCRETE @LOCK aEOUNtEO f---C.E.i„ F i EO+ I1 CONT.. #.aA54d�> �LJ 1 �EX15nHG,_i . G ASS y i ay x y. s•wl� f >/rr a " 9 A-1- F, - I 9 gpppi ¢ EO+ { / 1 i e . ___.,L. __..! _. ' 4a=tD'P PANET,MATE PLUS W/ jE"0.111, 3j3Y" *INC; NUT WASHER (9�.Y ,ZDLRiEp CONG1iETE OR CONCRETE BLOCK RE4t1FRfD WALL. bIOUNTi1yG IN�TION 5E,TION Si3 @ LIFE SAFETY PANEL INet111rrIN„/.. SCALE 3j8'><i" 0 N ,a �c'_N Vf6 0- . � d a � d �: a m I0)7 Hurricane c c c i C cvc•I•A•u .EIN€1L1, Hares: vtIiD F-7 HANG C7L1RE3 p• MU _ B, 1' MINIMUM T t 1. p.. EMBEDMENT Of TAPLAH AXCHdRS AND PANELMA' FA- E-2 HANG STORM FANEL W 9 .HIS PRODUCT EVALUATION DOCUMENT P:. : !N E1M E FEMALE ID & }BEWt"iE f1u5 INTO CONCRETE ACCORDANCE WITH ME. 2020 (7dh EOtTK`N) OF THE FLORIDA BIJ1t1XCpOE.( f D.) tLAs BEEN VERIFIED FU1? COMPLIANCE ) BLOCK SNAIL BE F t/t' DE$ION WtwD Lb $ s R tp F rT F T a' AD tVdL. BE s`TE c'R?tANNEi) AS PE SE:C'Ci1pN 2A)d HE ABOvE MfM(ONED GO B.2 MfM!MUM EMBEbMEN 0. a X 7 DE, tl CALK -IN ANCH©R5 17' N R / / sHAu t� 5 /E #NTp tp G EtE A Wt P R. G FDR NO S EED AS E,DU1R£p THE JJR N W SE4 WI BY N GfXCtt© )lERE THESE UTtERS ti BE t STAk.l. D A '. NO £M INTO ANY FINS M H ATERWL. SHALL BE PERMITTED, FOR A DtREC41DNALFTV FA T N.f. BEOMENT 5 FACTOR Ks�0,8$ tFSFNG ASCE 7-ISANDSHALL NO EXCEED THE AW1ttMLFM (:. A S<D: ) 1 " 0-20 K @DET$ e SSSt CWAc.. W d USED SHALL BE LONG THOUGH s. OE1LD ANY FFN r Stt MATERIAL EXIST) TO tiEStCaN PRESSURE RATINGS Ud DICATEp ON SrtECTS 25 .d: 26. ENGAGE 3"I4` INTO ANCHORS. IN ORDER TO VERIFY T'ki T! ' E ABOVE CON Oi ON, ULTIMATE DESIGN WIND LOAD. DETERMINED ASC- L PER E 7 tB F SHALL BE #R Si REDUCED AS:b. 0 StND LOADS BY MULTi. PLYING D THEM 9V E ! TO E1CM RANG,. N ORDER TO 8.3) IN RASE THAT P PRECAST STONE. OR PRECAST CONCRETE PANELS BE. FOUND ON THE EXtSTtHG WALL TO COMPARE THESE WJ MAX. {AS:D} DESIGN PRESSURE kATTNO5 MEPCAYEO ON SHEETS 25 R 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE M#JN STRUCTURE BE,aE;NkT SUCH PAWLS. Ad,"C1{OIW;E S!iA11 BE 1v* METesiONED IN B.F) AND k1 8.2). !N DR � � DER TO VCR!FY TItAT COMPONENTS 0 ANCHORS ON THiS P •D. A5 TESTED WERE Np.T "eSSli OVER STR- INCREASE !N ALLOWABLE STRESS rT1R WINO LOADS WAS NOj, USED IN THEIR AlaALY$15 FASTENERS SPACING TO W0p0 F[AS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 7O'•5- tCJ ANCHORS SHALL BE INSTALLED FOLLOWING ALL 4F THE RECOMMENDATIONS AND SPfCIF1G4710N5 OF THE ANCHOR'S MATtUFACFLIRF,R. S76itM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE Ii0.S BEEN VERIFIED IN ACCpRCLMiCE vmTri SECTION t626 OF THE ABOVE MENTIONED CODE AS PER rf?i€ 'niATKIN TESTING LABORATORY. INC. REPORT E 2032, AS PROTOCOLS 1le-20 i, ti R SMAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER T AS-202 AND 1A5- U3. TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SH n'TER 2 6 L 511ay.L ONLY BE ATTACHED TO CONCRETE, BLOCK n+is rH c OR WOW FRAME BUILDINGS, 2 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON E OUTSIDE OF THE OPENING a.'E$S ;CINO 'HE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LN-F'HIS APPLICATION IS VM )D WHEN INSTALLATION 15 INTENDED YC BE PE RFORMED 12. THE INSTALLATION CONTRACTOR is TO S FAL tiWi.K ALL SHUTTER COMPONENT EDGES - / REMAIN tN CONTINUOUS FROM T}i INS IDE SIDE 0F STRUCTURE . : CONTACT WITH THE A -DIED 10 NT tN N INTRUSION GYG PREVENT W. D/RAT ON CAULK AND SEAL SFlUTTEA. (RACK_< AU. AROUND FULL }, SERIES 1000 INSTALLATION isAPPLICAAPPLICABLETO S1NGtE AND ,)RUBLE HUNG STYLE WIMOdWS. WHEN +NSiAiIaiTON 5 REQUIREDED iC• BE LENGTH. PERFORMED ORMEO IRON THE H•i57Di OF STRUCTURE RE t3 STORM PANEL INSTALLATION SHAH COMPLY WITH SPECS INDICATED IN THIS BRAYING, D RA G WYNFLUS ANY BUILDING I AND 20N NC PR TH .WR!biN-CT10N WHERE ERMR P IS i , APPLIED O a. SERIES 2040 INSTALLAildN 6APPLICABLE Tp SINGLE AND DOUBLE HuwC AND HORROMA; Sl IpERF. STYLE WINDOWS5 WHEN REGREGULATIONSOY1DE�n BYE iNS7AtIhYIOW IS REQUIRED TO BE PERFORMER FROM THE INSIDE Of STRUCTURE, tA. ATRIUM WINDOWS AND DOORS INC. E - 2 HANG STORM PANEL SYSTEM- 15 PAtEiIT PEM>V'p- F S ALL ALUMINUM IXtRUS 1 OaS TO BEby 61-T B AU.#T AND TEMPER. (UNLESS OTHERWISE NOTED) , 5. o THIS PRODUCT EVALUATION DOCUMENT ( P ED)PRE PAREO BY . THIS ENGINEER ^OEaI AND DOES NOT . PROVIDE INFORMATION FOR A SITE SPECIFIC PRQlELE:i.v, WHERE THE SITE CONDITIONS DEVIATE FROMP.Ep8. A1.L. ALUMINUM SHEET' METAL USED Al CLOSURES SHALL NAVE 3105-H14 ALLOY. (o) CONTRACTOR b0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION WGLUO'NG LR'E SAFETY OF 7. ALL Si'FEL SHEET METAL PANELS SHALL HAVE STK+UCTURAL DUALITY SFEEI.-. A5T41 A -BSI GRA7c SO Min,- .t1PfMTEd "STEEL ?Nd5 PR(IitUC!- BASED ON THIS P E.D, PROVIDED HE IZE DOES tdOT DE?+IA ' i:RtJM. iN tSiL E CdN DPODN S O&.7 MItD 0N DESIGNATION WfFp= 58:5 kat (AFTER ROL,LfD)THIS DOCUMENT CONSTRUCTION SAFETY AT Ai 511E IS THE CONTRACTOR'S RESPONSIBILITY, 8. ALL SCREWS TO D£ STAINLESS STEEL 'xOa UR 318 A)S, SERIES OR CARRdSIbN RESISTANT COATED OARx'R2N STEEL AS PER CAN (<) THIS PRODUCT EMALSlAT10R DOCUMENT WILL BE CONSIDERED INVALID If AeODlFFEit, 50010 W/ 50 N A E YIELD STRENGTH AND 40 Po Tc N S1 LE STRENGTH & STALL COMPLY W/ FLORIDA BOWING CODE SfGtiOatat t.3.3.4 L.) SITE SPECIFIC PE -p Li C PRtTaETS CSHALL BE PREPARED BY A FLORIDA REGISTERED ) EfaGiwEER OR ARCHITECT WHICH WIL L T° 7 BECOME THE ENGINEER 5. BOLTS TO BE AStM A-307 OALVAN!2W STE}»t. DR A!51 304 SERIES STAINLESS STEEL. WITH 36 ,cef M1NiMt.ib# YIELD STRENGTH VEER OF RECORD (E.b,ft,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENC>aNEER Tp THE P.E.D. ENGWEER. SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW aR d 7p I� RdG PO. T t) _. Ems__ ._-,S.Se ^ e THIS F.ESHALLPROFESSIONAL L BEAR THE DATE AND ORIGINAL SEAL AND s#cruTUFff OF THE - () D. ENGINEER OF - I +'a TAPCON ANC/TORS D IT i I I 7 As MANUFACTUP.E BY W_ BULDEX. NC, (MN. rG=3i92 -�;. RECORD THAT PREPARED ! a 1 4 X 7 $' CALK -IN ANCHORS. AS ANNLAACTUREO BY DEWRIT INC. (MTN. 1'­3 1 t8. STORM PANEL MAKJF JRER' LASRALE BE BEL LOCATED T READILY VISIBLE 1 - 0i4-10 PANELMATT_ FEMALE tD $ PANEa:41RTE PLUS ANCHORS. A5 MANUFACTURED BY EiCp CONSTRiJC`TK}N PR03th-1SWITH. ACCORDANCE WSE4SECTION17p993 � OR!OAgAT STORM �LpWG CbbE. O'+E1A@EL SHALL BE PANEL I PLACED FOR EVERY OPENING tYc+3350 4X-1) LABELING TO COMPLY WITH SECTION 1709.9:2 OF THE FLORIDA BUILDING CODE. 0.9) M{NIMUM EMBEDMENT OF TAP't0lt ANCHORS R3TC POURED CONCRETE STALL BE 1 3j4' AND 2` FOP P&4ELMATE FEMALE ID a PANELMA. TE PLUS. A2 MI NIMUM ` ,MUM EMBEDMENTEMBEDMENTOF 14•e IL/ $'-!N AN HORS SHALL E 5 7' " INTO / / :TALK C B I& D CONCRETE NO EMBEDMENT INTO ANY FiN75N MATERIAL StIfU,.L B'i PERMITTED. 1 j4' P-20 SS SIDEWALK BdLiS USED SHALE BE LOtlp fNpUGH(SNOULD ANY F1N!5N MATERIAL EXIST) F¢? ENGAGE :/A' 4taAF F ��f INTO ANCHORS, ANCHORS. �� fl M A.31 IN EASE tHAT PRECAST STpNE, PRECAST CONCRETE PANELS. OR PAVERS 8E POUND ON 't!f EXts41xp WAE!. OR 1"��+!'',. •. /�, FLOOR, AWCHORS SHALL BE Lpt'Ki fNCtItGH TO itfACH F!tE MAIN STRUCTURE BEHIND SUCH P.L`tk2S ANCHORAGE SHALL �. �j('rEN.t1., • t](1 BE AS MENiWED I!'t A,) AND IN A,2).. � '"K` ND.A4167 (B) IS7_EXt`.ININS C4PEtGBECE..@C.Ss;A,",�.�U,F:. ., �F :` s ti' 'fr s. - 1 j4' e TAPCON ANCHORS AS MANUFACTURED BY `s T.W, BLAL13t'7E, INC z FLORIDA BUILDING CODE i'R h YeIPcItY NurrlCone tan* - !/a" e X 7/8" MA -IN ANCHORS. AS MANUFACTURED BY p£WALt INC (t'm.ISC)LY p.3:L) .�..Q., f• ''At72v mFEcp, Prc. F.A. - /7a-10 PANELIAATE f'E.MALE . tt5 AND FANE}„MATE PLUS ANCHORS. AS MANUFACTURED By E1GD COtiSTRl,'OT!ON •--. 'r F'• �lt�ial�°-. /xma -''�+ � 20 GAGE GALVANIZED STEEL STORM PANEL DPAyn, er, 4 PRODUCTS (rm®ZO 71 p a T,) ' @ - - °,-.n't` GLOBAL PROTECTION PRODUCTS, LLC. °'rTA Y.��trz�+Ftdd =� F. Ra► Y f N C �\ +8,7a 5.w, 51 satBi.; t [ *1u kYcawn a cNOW1Et:Wwo coMPANY Fard. r ssa+. ' !r ar, e,. a am wamu avaaola. n ula r-N,WE te3Aj�-7*�. xsY: yus.)saP-TORT 20-175 leeu : iPaA MI -fete fa RPN h,-Itu, P.f SENJSNRNTUIIEr(MZ iA-0p06711 ��G °b'. LXaiTal A'fRLii .x, PL. 4a t>-+sY - - TuslaN Ue. ia,e; � araEi Y, w m BLOCK EACHr __ L. 0-11 CD CIO I POoRaim RaCK m O_ � PANEL LLC. VIEW U ^^11 O —2� W O 5- = O Q :11 4 C MP N S FOR SERIES SPANELS TORM ._ (SCALE 1/2a1") d w7 OR W/O 6 Eq vxaFL SHEET #!#.,• 'S,YS �, 211 4 ar, 24 SCHEDULE am �s dt 2a �� (� NOT[ 5 BELOW) z /24 T /z4 i�°�, P Atrm.) 10 t�F Kli'i€ s tEhDWi CONCRETE � ram/ � . j UfNr.'i±ETs AtdGtN� s• uue. ,x.. ,......_.. 2591 -__._...__, as � / 3'/24 � t6EE rmiE 2 9EL ipR coNCREie ANGlaN'i& 3LE ! - - �'' "'�^i tsE'sc:tR.Duti a1 sHEri 25)— , a"" `. T" sr . om �-t_,. _ ,.--____ _.__ (Try � `"-'" t) • � caNni>E waom d w: 6sz s4wAAc - —_�:D. t.mu .- n : v. _... 15.796'(TOTAL lWW7H)_---- _. _._... -...-7 ..-- _ _. 2.250 -^--2.957'--- �. - .. I. ��#+O: ,azx'SA,s# lRi EDR0.a4oR �t^`2 ��^` 'T#AW1gRII Fr-"i;� Grx. ,..._._______ _.__- -_ - F2.50D' (EFFECTIVE WIDTH) _.. _, .. _ _ _.__ _ ' 1 � _ 1 , i ,_d i : i ': ! I ' f. !. � - �'�'y---)iN"' SJLS.p =an y,LMfSt) �\ '.' 1i 14,- SY5 --,.350'-� -t. ^-- •_ 1 JSp`..- '\.,SOD' i Ii " i ! ` , �' jj , t , : ,' I i - Ina ! I i ! � ! ? I i i s I I t i � rcuaND `. ! • t i `.S � =_ REaa,n � 11 iw s'e, w so I _»A 'i f j # I � �I � i ! i I .f - I k 1 � EV j , I I f 1 � ,I - ' _ 1 I I V mNac>r I i - I i I' I f i I i i 1 ` ! I i i I ! 1 # 7' , I 0 5 075" I i I i I I I I el ! - I 'f I'I i - i 2.5� 1 I i I ��, I I , I I � f 'I i .4e n, t. t ! i I 44 i ... W I-- , I ! t i 1 ! T I I �' T I j I �" t I i -a� I� I 1 = I, d I' tt l 19- YP� {4 I I I I I I I I I tSR 6€F+4, t« d E� 1 f ! f I! �' I ! 1 I. '`,a s'*--.L-_I__._:.___. J. .___._....�._�L�.._.-,..._>.:-�.._4..:...._-____....,. ..1... �. 1.___v.i_.t_1 : ! 1 I 1 11a1•SLS (Sk£gLlMt / I '! `> : • �' D.oab' un1. rtNck H•' EaEMtD :- y s,so4. I� i 2saa I z�•�,-_ . ! 1 ,e �-� ,a<_a.i. � �.. _. � _;_: t I I A� , �Laa{ ,J I � v.�-ter•• I 1 ,-L. na o. d 1 � , laa,• .r : F,657 Big a __ __ _.'I- .,, , _,_ .. .'_ _" ,--�`__` • .. ,....,.�.., _._. _ �. .. ,,.... .. _... _ . -..•_ -1-1 .._ 50 X 2' T t _. __ _... _._-.._T... _ _ i I : l F , 3'„� �.. r 04VM112© 5'!EiL E4GE �- . I '. • F , ,. r + -t' �' T r , � 'T : , i , i 6p R i. r.-� r T r . i.,.. ,r. _ _.rr_.. ..y..r-,_-_:� ! { _ _ - -_ eWS MN xe ,.. r� 1 .-_- _ 2.400" • • As _ 3 ,+ � 1 Ri':-S � ?.2a4 i P ttll¢ PANE:) I (MION¢R PM1Et) 7 KiNhA4R tkRER3pR PANEL) I I ( '� 2.alr TYF.f'ASTeeA6S3�',,.�I ' (DID PAne)(EN;I. a1(mEi+laRIjtNrEP)t!i.,._...S_)1er.nwmrta�_1HEMMED>T (7,(}I�,C4 DETAIL:++ SEE23. i DF1OYI!±=!Ii'I SEMarc.EF.LGeSEf23a 9EloYlI.JJS3e+,'`-;.✓\1ECOE IN .,.`RM1E5oeNMwN���—�.�:;I,,I:Ir ,:•#II'if) i,��i"I,I1r;7I,'}i,jII1`�I�y�LaT]KI«`o-,�e,`qnsG-60GACV.�.FI�!![itIt.1I,'II1'.<,,IE( I,I�=i4�1'iZ_.�!`_T,}�,QC4A11A�a.as_,II�(I:II!1s1srI11t•,t •._1Iinrrf aDe+n.�r-'S,RrP;L_.Y'lli�II€as,!..€11,({!!tI:,Itf-__.-__.._._..__'.:.,.pf23�If�P1t14(IiI�1�I1I.I]/,CNum.PUP1!;�:Ap#;.�'irPII-;I{!I;�!i,_!1 -t asp•..::!<~,.abn`_�°`,��,,!` ff#'.1!��iTEoPAr�EsW/`a!i1tf•t_!_,V.hRE1!i1:,[(!,�i1r Ear!,.ro".!i ..___---___._-•v..�_?c,':1DOLTt2)W1I;[I+az4a3/'+:us,!----f't1I� -41 E.zsp---'-23p a.alp—,^!sE,,!1I.1,+P,wus,/i�1m.)1+��w'`��1tA if3Nn.,t c.etC.,�#jJs"s1••�!4,�€��;E�((I�4Ji�N9.W(.�_._.I�..:_...1 t + :1_1_� ! � . EA ' --,� ..i_n_ T 5 a � A ( t 1 (-}t' STORM PAN EL _.._--z,a7p .. ,. � � ! 1.1..5 .� 111 .� 1 � i � � �.1 ' I ..a -; + . x erc us ,: �..__._ �� �v ""-'"�"•� r �sr! y.a pi tF »,S_... L ,_.._ _ „�Ffa, iR k ,t:,- f '� T"'( , ; .i... rY' , ,2 _,. - i4 X It" T ,l.,_, T ,r{I. -..... q.i ,. r. I... .._...,.i. I.#. .{ , .,. aY _.{...,, x:., I I .i 1'..'�1i i�p Tr,-3..T 77I �..T_Tt +I.,.¢.3. �-.11 ». t� l , T I I (i i , i i III {�-�j-�Ea l i ! d I , I # i ; ! � l , (I i , ' ��' 1 11 i l � i, 1�7P{ I I i AIL 1 � ,�� ..I ! 1 {jF i � � � � �'• "'I_'"' � 1 02 r� (� t ( 9� f .d ! ! � I , � I � �.I I � j I -(��' .1 d [ �wj ¢itY_._._,._____CI �.!3�iL_ Rp�ERSEp�" TRACK4_:/AeUa.Tj;ACiC����Ui-E!,,�CJ.�.s_sLyIi._i�i'�isEr�Rtw,_tA!1{_°Li--'-`�'�r1.ARC.MATs i�vp.)I�LonsHrETmsi 11 ,p1¢fscwrau>g!P/wAYE'.SFNDit�,.i-3•..-•­",,,.3•.-�-....�-tr..,..m_.u__t€}iCR�Wf`71(s"f-'.�V1'NhiEPNiAN3iFOR COMCRET11 -:._.__,__,SEENOTEa6F.:LOW_SEENOTE3:���f y!,y5eEscl::lw,tE''�''I>PaF�WH.'.�''.�'-Mw.'- I----:�-,A*aj2'tFIB'�')I+�51w��zas�� TONStN.ri2s'/P'A1,tE'0 kiDOE.f-.,j-•.250SEE sEGTnN<plc51lEiTxa���iu,2iE'RF�M4Et.OcaTk3Ni e7 - i To cLAss. � i Nur l � �o �� i A [ ,' Lac - SOt#iRtEE S8+ a+tEif Ye; F>bI WOOD SCREW- Mw. �Y HEX t fb '3a 4V041114, rb'si,3 4 -{ _ � el � I >9 (3Ag. p F ! � r ' _ 250'e--._!-_ 'i $$€€FF NOTE 3 1 OR PANELS is. ; tsar PANELS ' � DJLRY OVERLAP I � ' UARY PAP. SE INSTALLED AT 51 m vv I Iva FAn stP,twnorr I FM✓C wr, e � µ i t ram; revF�r T� ifi Rwgp}Y• / f -,. , l,. 9ppW � OR � NJ OR W/Q 6� �7 (� j4 I t ! t / � / _. . �.. � i 813"I ! � • UST PANFl F� TO BE W5TAtiE31 AT EF+^I! Y OPENING EL914L6 Ii,�YS l� PA{NG)EO Wef H 1 j1 I I 4 I'•{ I 1- i - - SNN.L I 4rfli.Y r j' F: •r ! ' ` � �-�tO.p$' OPENINp ALWAYS BE ✓ W - i ! - I I t $ , i I / REAR HANDLE TO FACiUCAIE 1NS7ALSARON 4' ! ! , -, 1 I ErD+Y � ' �_. / `�,�� %/ •--- - : REAR Fl4"XR.E TO FA^..n.gATE FdSTMLAT+ON ff INTENTIED 10 9E 615TAiAEt FROM - --- -+ f___ .._- '---"i = -=4, g I i2 I 0.254'� ` •. -. h I -• > � INSIDE pF SFRUCIURL I3� - � c'�v� � a �•-- I j F � 4 � —.r-n - � i (,1 rr '�. ! ly5- .' I .125" 1 - ! � MSIDE p' STRUCTURE. ! � i I � 1 i € �' __L�}, L�t--.a_._ _.. __.. a) I # �I y i ii MENDED TO BE WlSTALLEp itKN! I - 1 4 � i. I ry I SLYlL 3/32' - t• _ SCf3E 3 #^ � `1r--� _ _ p fr'�. I- ._. Q-' � 13.750' !.._I � _ e. -� � 8 � � f � / ] a �'wum t W I I /^'^ � � 3 1/1, MEMMc ( -�--" i � 1'/.Y-AJf S r' I I 1, I j 'F i II r-yli' Mu. MP 1--rJe' Mw pM Fr A• Nnx GAP - I I � f wl �r i I �Y', pal+ �i!]NLIIEIl2FY VIEW DETAIL . -A 2.000" �i �Qt==Z=] � ( 2:�0` I� - �` �3 -. --- - f� ! I � I F t I � r' � Iq'. Y Nm:1 � I � 1 C.� t ,;: f \ � } � 1 �� N y �a�.�a ' / 3 11 v ROUNAED CORNER P ENDS OF PANEL'S ?2-_��I1OR�WIcWWJa®.���A�hA��t�-n��j�E��!it��I1���"-"i 1 ((��JJa`I�..j��4I ENDuP wHeatMED EDGEa5D" LJ11.,,SEGTSO�'A,�4-'ATEN4n>wns)a���i.t"��°����#t'L(N.T.S)1_�_� .,. ?5" - sC1tE' 3/32` .. A` � r �"a {{ 1 GpMu irc Y ,.. 1 ' � - "-_. �. F" .-. - j SCALE 3JSx i CirL€`3 Bw . .._... ___..-_ OWCK t, � � 6onc ---a,op4'__-- � (1), f�F.IHDI� SFRij'S tone: E - i HANG srdaM PANEL SYSTEM cpNs,Snraa OF PANEL r I .,- �...> '= ) I "Ni ,,; ITAP•) ..•.-...... . -5" Maa. -... _'. 9'OILi� ,font. 7RACK5 AT 70R & FANELMAIE PLUS OR ,S` LONG '� •.: _T eevwlKrt rs �- _,.; 7 1 { :;'�-: (-r/x^e-�J. � `s L .- /..R-.,�„„- ft}, D:Ef19R4pih_OE S #FR ro4: E - d HANr. SNkNt PANEL SYSTEM C4W5kS!hn: OF YAI`tGt , 4?1:AT £147T'fT4t W/ P?NEikiAfES, I -' Frx r3o,N• Ms �se z .._-I � - :._.Co---. •J 1R^«:v�'.Na BLaCX -,A:.� r � - icc xnrn »la/sY• 1 �/ a +Oro "" �PR ' 9 k - carn`�it.Ta- PANE -�"`�'``""'• ,rdr M+ FrY"ssanM' wav ram on Cant, TRACKS TOP h BOTTOM, _, NUF va '"..'",. ..".", N � r r � ra n u (?). END PANELS SHALL ALWAYS BE fANtaECTED T4 N0 31LL WALL . BY' MEANS OF ,h'a-�✓•• m m i a';,. _- ��� /^ ,' F mod''" L13iF3XL'+, � �H � PANEA.MATES 1JR: IF USED NITLY W F5' LONG iW,GR. AT EiOTTOM: ENO PANELS fia,a��w t�E • � ,•, ' � rvnsm.'Fe � `T �la•..ams : i �'(ytE (2) 0 PANELS Si{hLl. ALWAYS DE BONNEGt£i5 TO BOTTOM TRACK O'RtE7+TMNrsE A STOP MR / � Aercsgn *am', ,xi acxmw,e rare F vcaml ,5, W 7r " r3 2" sca mlcMn,e. ` '� '.. 1 T a iYli)E � S!MLL BE PROVIDED A7 TCN> OF SUCH PANELS, SHALL. BE CE1NwEC'TED TO 2 W/ 10 'a-2(tr3, A / �j �RE'F mNr:Rnt Nwaa: r � Wr `we O'+ *�T '�> � s ,.x- ac. 50+31-TS Alum. ALLOY WING Nui OR 1 A'e-20R3� Min. ;MBSCREW #N79 TAPPER �2 (EiiOEPi AS oN sHacr rs1 �: �^ !4' " (1u s4NmnE .--' s--g,p •� P µ edlarmN) {^- T$5' (3), It ENO PANELS ARE CxJh4*1ECiCO TO 8011DM TRACK, 60NME�ION SHALL Ci1N5157 OF i)F.5CR19ED ON �E (3} LOW), *1 �Yn. �LHBI�.��. MG E {f` [MST, ax ax[ct xl1 em• j { t/4"a-20A3/a" M S Wj 7/B'*x3 32' WEND NOT OR iti'aA3/4' M1n. THUMBSCREW WALL MQUNT{Nts` is�T'. t /'�'� fN10 LAPPED BOTTOM TRACK. TIDN pF FASTENERS tAAY BE AT EITHER OF TWO (3). FOR CASES MIEN END PANELS ARE LFS'E Jd1NTiY Wf t$^ LOND 2 AT 5ECT1{�N �� `v �� E%TfRIOR FLAT RANGES OF ENO PANEL OM Bf1T ENO PANELS ARE Md' pONNEiT'cD TO BOTTOM TRAtt( ? ,�STOP BM SECTION 'I' �___ � ©I SCALE a/aRt' fL�i.aLSL.GEIEING Aat�UNTING IN5T BUIl.L!-OCI'( MOi3NT#NG IN'ST. I Bj Swu.t BE PRov�m AT tar OF SUCH FAT�^s, sor,41. NOT 11 COMOM LE 316=1• � TiOu �' (4): IN CASE THAT ENO PANEL: tdtE NOT CONNECTED 74 OLYTIDM iFUCK (Le. A STOP BAR (a). FOR IN57A1,1At)DNS WHEN ENO PANELS AND Si+l1E INTERIOR PANELS ARE DIRECTLY G tiH3 t* � xmc ,. 5� 3J8>!• SCALE 3/8.1^ � m `!# I_ r5 ONLY USED AT TOP Al L£ASi TWO PANELS SFtAL1 � CONNECTED 10 BOTTOM TRACK � I ) MOUNTED TO EXISTING SILL WALL Be' 1'IEN#S flF PANft)dATfS, ONE INTERIOR PANEL �-' '�dD IE 5fi 9PEta:N}41itgS A`t0 pE4Vk+EYCNFS pCA I--T�----., lFyMu,N USING SPECS MID�ATED I.,. (3) ABOVE. 1N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK AT BOTTOM ATTACkt!NG BOTTOM TRACK TO WALL �- I usE of �t a ai TF� as A5 q(1NFNFlENIy/, o I Ii II TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W I tN !A o "; � � I i I 'ttiR A„ �� / TWO PANEUAATEs FOG_DmwG � SHOWN ON E€£YAi70N r.Nd W/ �3 , r- n� � � ,x „�, , � u= tp � (t �+�e� :o �` o. ,a �p A. T)// �� r (5) SEE BECKON i', 3' & a` ON 9-tEEi 24. SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE DISTANCE. FOR THIS CAS INTERIOR PANc'1 USED Y WJ 2 �"LS $ t z � i AT oN tppp 0A `d� *(/ ,^ j 7SD" i t -i hOs,:• (TyP.) �'•''• J (�} it }n �:' ilCEN 'A ttatNltlNwfiti #!� SUCHNTHATTAAIACEM PAN @ TO LEFT a RIGHT SIDE 06 2 ISPANEL) RAVE INSTALLED 5 ta65Jt.,Ais7N mK oN �+6:. L4. `���,t�1P,•••• �E••. , j y LLI i � N "' �•`:� R OVERLAPS RETAINED BY III: . = (High r tip ) � � � � ( xM,o.a : �• aS'L(-' :;���: T NO. 441&7 ° g y sP�'�;• '� TJ'"�, (J �.us Fdp -: � I = - �` � T�7' •' FLORIDA BUILDING CODE NI-fi Vsio41: Hurricone Zane t ND.44Tg7 .. Q -1 L _�� � �•: �R�,Etd 1/ •� ,TIE, z . �--- { p Toa « ATOM ,aeuxTarss c,A, � - (High - FLORIDA I � FLORIDA BUILDING CODE HI h Velocity Hurricane Zone � - Tk.; BUILDING CODE Ye oc H e Zone) : � - IN Ax* WAY m wrt ANY • z an j � .750 ------ it ATE 4F .-'a- = aoao Rocco. alc. 24 GAGE GALVANIZED STEEL STORY PANEL Fr. -. %aD. 4 1$LL 7 Pwm m'�Q' "� 20 GAGE GALVANIZED STEEL STORM PANEL. ia. NITNIATIBN " "4.- STATE OF coo mTEca "�. 20 GAGE 1GALVANIZED STEEL STORM urn FP •q I 3' Mox.--{ yP'• .- � awWN sr : /•-. * -.. oFMAW sn � �� :90•'•. F Ate 'cone DaaN m . `'.,�+C�. QHIU ..�-_-"'"""s,,,'.Y. ,'- ... I o>JaaJswa '� * L. `��. m/aaf'mxv .QQ�I�..1. 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Rca�aaFa rmn. : na+.- a. - ': ,a +u... mleole. ..Na oNwlnG TILT r>ir, uCrlQF11 ,. �^"�6. cA-a¢3En,a -/—• IXwwmar rw: mer. FM. a+a+'. ex DkaRNW Ns; NP . *. A..a� wroxA, aroma 1�, Iv FlA">a€. P.aiFeR-?SLAT. FAY ttFeajB@R-P]Ga -.* as eT-.w a P.�:; iacat exca-�sata � m- a.. + aa. .,.I .d 5ENf"seactiladE/DAte' YULTLW A R{N Jr., P,F. ' a,A •.,_,+F „r'eJEeET xx pi x« /NAND Nt#M .£. SENy"LWNyiURF.IIWaE � �WAv.TE« ,kAn_as), � •--..- P�E SJ:yINaiATUflEj� MWiR ?ULR J-. Pz. o awN ;, eassr x3 CF //�'�t W i<e ] ': - • - - - ......,_ _ e eNFir m aF 2e i SHEET NO, SH 1.2 1 FOR UFE SAFETY R' SYSTEM R CK ERUCIURES ..-1/i^ tAPCON ANCHORS aja' TAPOON ANCHORS .. T(a" iAPCg9 ANCHORS tia' TAedM' ANG?tpN3 O 9° O.C. O 9" O.C. �' ! 0. OC. �9 9' O.C. POURED CONCRETE,. POURED CONCRETE. POUREDCANCR€Tf POURED CONCRETE'. OR CONCRETE - DR t:LYNCRETE DR CONCRETE OR CONCRETE Bt.dCK REQUIRED �1 BLOCK REQUIRED F�E BLOCK RE9UERED 1 � BLOCK REQUIRED 1 f 111. ,1 '4,!­,1, - _�,'­' .. . , . rQ .. ­. - , , GONi. t - � tONT. � CpNF 1 1 I i f Y+ I Mn � m � � 1 w. m •. (�± I RM, m -d�) # awl iv 'I t i° u+Pa'.ae ax � xNLaA�oN " ��" wRlxei au ,� wrwaEi an °" 1 sutie aet - I sac' Tar � �' ,e) { Prm , I vc eS 1�j� ss £Xi54Ra atk: fRiSi:',�. fkES.TiPL�J I i IX�� frL455 SLABS ; ', ' i , GLASS •y t �a ' y � v;, t � $ I i i'� , -f I t a a, � ;y' 1 ; ! J ` i t b ffla �, H :� 6` : f II M M,S. Y/9/eYr y_1. ' �... � ! � 'w ffal Dkf'i3'` 4- I,_I�/wIi--373z'.'aK+N,RPjlT�/_Ii1i'u �;'. _i.. I T CD-• IED.- . 1„L' I - E.p 7fn ; 1_ 1 , t ° '� :t/2 fir•. 1/d'a-2px3lA^S,S N.S. Wj C I I iJa"P.-xo=3/*'S.S.1M,S, Wj I ! r 1 E ! � ,_� ' � ,` { ^:,:, 7jtt"MAD/32 vnNc Nut WASHER ! .' ' �.'-7%E^P a/3:.' WIND NUT Wr.'sHeR _ @ '� rJE^a :c 3j3r vnNo NUT {� �,�®� . aril^ WaTc Ir::, o T2 1/2^ 4.t, (BEraMo) cant. 'WASHER o t2 Ff2' 4•c.: '. ,.anL NUT wA$MFR (BE`t€WD) �' �", t14" 4APC0N ANCHORS 1'a" TAPCON ANCHORS:..-,...._1/a' TAPCLIN. ANCHORS PJJ4" TaP4'DN __._-- 13 a Ile o.c. _.._�lpt4R9 _ ke a T/2' 0.4 4t 4 t/2" D.C. (STAGGERED W/ STUD) t9TA0GERED Wt ST!H1) Er 4 ,/2' O,G _....P.OUWED CONCRETE ! POURED CONCRETE _-:PW11itD CONCRETE _ Prjt1RE0 tlR OLXVCRE'iE BLpCk OR CONCRETE BLOCK OR CONCRETE BLOCK � �9R CONCRETE EN.O:h, REQUIRED REQUIRED REQUIRED RFALgRED WALL MOUNTING INSTALLATION YIALL [TING INSTALLATIQN WALL MQUNT]N,Q INSTALLATION WALL MOUNTING INSTALLATi4N SECTION 3A SECTION 3B SECTION 4A ;t�TiON 48 0 REGULAR PANEL O ufE SAFETY PAMEyt 2 REGULAR or IF �,�FETY PANEL SCALE 3/8•-," SCALE sta°-," sr#aE 3/B'_," sc.(EE a/e^-i' AM@YAS STPE 1J!'• 3€E SHEET is a � FOR ANCHORSr'PL A >,� _ SPACING TOR INSTALLATIONS INTO W03D _ NXtNNAL1ANC110R 59MlW5 AND 1eH:IlMW! �� i EDGE D5TANOE ARE INDICATED Oro THISa!1>ANg ,- 9LT[WA£ MRED. LESS THAN INDICATED ON RRAfY.! e.n M) 3 StIR:DuIa REDUCE aa>CFtox sw;crNc 9Y NUCTRL'nwO SPACING SMCMW ON SFd1EnULE A49U1L. €dt g',90F DDOMCi% WY4gR 8/ THE FOLLOWING FAO,0R9, FOR iHt4 ,!* nPaelTgN N SE P05516L6. REDUCED ., -_ FrP .- _.._ SPACING OBTAINED USING FACTOR SHALL SHALL NOT . BE L65 THAN a«NAnaN SPADNJG MlfkGtEO Y ,/R --. FOR EACH ANCHOR TYPE ON TFtls SCNEpULC _ �3' ._ ._. 5m a irx' - FLORIDA BUILDING INUALLATIONN WOOD �] __._�� � ., 71x7r,� , --- : [ I F DETAILS OPTION 2 FOR LIFE SAFETY (?R PANEL SYSTEM 1NY0 EXIS _IlN� WQ9P STRUCTURES T4�S_ ,I! Ii ,i 1 4"a TAPdpN D.C. "`-`5""""-` S N. 0 $' 0 i s•R TAPC N G 6' .C. 0 0 J _ 2' MI 7FFRFPUEO ."i »4V t F :'# // tt A ENiTRAt ON T YIE100 PR T7 AT Y N!'iTUS W1 a r I # V a 1, i HEADER � � ` HEADER 99 , {( ! 14ar p ;i NaN. 4 2^ , ! 1 4 k W000 NFApER J� - _ t -- z` Mtn. WOOD HEAU77 :a a ,• My1 t: I #. REQU REO REQUIRED { CONE. NI l� 'I ?9s I I � 1 e,a �t .I L. I I t^na� i i W. sPAwat'a+ s ro stss s scN. 3 ,!N SHFFf e ) EXISTRJG 1 ! CVSS-" Wn. NMIpN } - PANEL LENGTH p ,..- ^. ' ..- .:, nI : PANEL LENOTT! �-2 friSTiNG ( 0!a 5fiP3* is) (SEE NOTE 1 BELOW) 1/4"+-20A1' . (SEE NOTE 4 p€EOWy , GL ASS ' S.5 M.$ tY _ .. _._ _. / 7 ^a A3 3Z' / WON ' ., ,... WI Uf I { , i b S p 1 [ I t Ff F 1 a 1 . , j T b l'ji ) { _ i E 0 E0. ' s. } i 1 ED. +. E4 L t. • Y I 1 2"011 " wODO PATE :-��- - � .7/E"P v S/3T WING.NUT a•.y4' YIOOD FIATE '`�. ��'T/0'b % 3/32' WING NUT REQUIRED "� � WASHER O 6 ,/1` O.t, REOU#RE0 - WASHER Q (BEYOND) 114-10 PANELMATE PLUS �' � !ta-tp PANELNAIE PLUS' _ O E I/4' O.G. W, 7/B" - p O 6 ,/4' O.C. W t] 8 / MIN THREAD {{ PENETRATION ~ € . THREADED }�} p€{{ MIN, TN P j TI AT MIDWIOTH OF PULE `::x"L _,_,_ ._ ... F..' ._ AT MIOWgO1�iTl�F PENETRA ON -. - ,_ �; ,_�`_ ... WAL.r_ItOkirN:111s1ik..li{31" •ION p REGULA'�IFN. slexlEl(lef T TV.$AW RhAN£L ���..ta SCALE 3J8'•y„ a,t",....fy4 SCALE 3jB•nt" "....- FLORIDA � BUILDING CORE (High Velocity YsoGty Hu Cons tans * AID 441 �� ° TR.TEm. "c" 20 GAGE GALVANIZED STEEL STORM PANEL FP. T.P1f�iTALLA7�N5 ARE pA,Y VALID FOR BUILDINGS Wf4H F ,&0 DESIGN LEu05 - Yr t""` : if =_:__� ,L Y �`� �' U. TO s55:$, -72.4 PSF AND PANEL'S LENGTH t. 4 8'-S". L * : . _ � _ J1Mf�Yp :..a :_ ATE � GLOBAL PROTECTION PRODUCTS, LLC, p4,E FOR NEW WOOD FRAME CONSTRUCTION! W000 MENDERS 2d BE SOUTHERN ILe Ise , 2 N_ Tom' ' .eOG iV. 51 STREET PINE END. 2, Wj SPECIFIC DFMIIV OF 0.55 OR EQUAL. `"i�,(1 'OAl R(� ittllTiaPEWpFCOMPANY c 0.tME €1 333,1 CC *' t� Na. a,. s.. xa w rams, a ss,a PHone vaa PAX: tess�-m7 20- f 76 ` # a$a$ �: '� ` P,,.. aamT an -!®a . Y. , dmi sn_aRaa ( )eve_]s.a, vraARNG Ne r a'7tif# FIITF/ITW .. SEN.JSTGNATURF/GA1E Wli1kA A TlIS1lptk, P.E N167 'J&[T N aY RE POURED INIQ CQfaCF`i-rE OR CONCRETE BLOCK: REOlRRfD i INSIALLATION DETAILS FOR OPTION E SAFETY NG POURED CONCIREJE OR CONCRETE 1f4" TAPCON ANE>!ORS 1'4` TAPCON ANCHORS - -Ai 9° O.C. 4 B` O.C. ' �b POURED CONCRETE, b+-Sr s del l I 1 1' (14-10"a RANE.MA:TE PLUS Wj ., ....'.576^0 , 3132" waRD N;n WASHER 0 6 Tta" tt{, P.013RER CONCRETE OR CONCRETE BLOCK REQUIRED WAUL-VOUNTIN �E�eT14NI5AALLtT10N a REGULAR PANEL SCALE 3/8".t" - Ijb t/A'e SEE SHEETt4 ! 2D FOR AwC1a7R5 TYPE A �� 77R -_� P�VR°iLdE 955CiIP, FOR G+SiAUA1101E INTO WOOD FRAME FN3:. INu Na3MW StWWe t4.) 3 1 1ltlJALLW AHC11OR Q`/'LitiCS XiP fWNNlUM Corcavr tk,) d ] EDGE DISTANCE ARE Na0moviep C4TE0 ON iFaTS `aP•a6WANM SCtifD1AE Fffit F.:n. tcS 'D#N N•2.iG,TED ON iR.J.ah) BbdWVWVW�Naj 3 3 Yf3 SC+LLbULE. RiafK£ ANOHnR iPAu'THS iW MULTRYYPlC SPAOWN.' SHOWN Ox SGWEWLL #FEINT EG (714E MCNII BY 71iE FOLLOWING € FOR Fltx' �, DPF7+AiAFd TD 9E POSSIBLE, iliOUS.f33 _. ! tre' _., _. SRACMG itDTAlNtp iiSWFp 5AGtOR $1H11 NOT Y ,rT' - � LF55 ',14A1r NttaMUM SPACINGe4DltbiEO - ..... "'. FOR EACHH ANCHOR.>kPEDN t#e5 SCHEDULE a' f.GG iA@ 3, x" �! - ��,�711 77 � I . 7 7 � : � , OR CONCRETE @LOCK aEOUNtEO f---C.E.i„ F i EO+ I1 CONT.. #.aA54d�> �LJ 1 �EX15nHG,_i . G ASS y i ay x y. s•wl� f >/rr a " 9 A-1- F, - I 9 gpppi ¢ EO+ { / 1 i e . ___.,L. __..! _. ' 4a=tD'P PANET,MATE PLUS W/ jE"0.111, 3j3Y" *INC; NUT WASHER (9�.Y ,ZDLRiEp CONG1iETE OR CONCRETE BLOCK RE4t1FRfD WALL. bIOUNTi1yG IN�TION 5E,TION Si3 @ LIFE SAFETY PANEL INet111rrIN„/.. SCALE 3j8'><i" 0 N ,a �c'_N Vf6 0- . � d a � d �: a m I0)7 Hurricane c c c i C cvc•I•A•u .EIN€1L1, Hares: vtIiD F-7 HANG C7L1RE3 p• MU _ B, 1' MINIMUM T t 1. p.. EMBEDMENT Of TAPLAH AXCHdRS AND PANELMA' FA- E-2 HANG STORM FANEL W 9 .HIS PRODUCT EVALUATION DOCUMENT P:. : !N E1M E FEMALE ID & }BEWt"iE f1u5 INTO CONCRETE ACCORDANCE WITH ME. 2020 (7dh EOtTK`N) OF THE FLORIDA BIJ1t1XCpOE.( f D.) tLAs BEEN VERIFIED FU1? COMPLIANCE ) BLOCK SNAIL BE F t/t' DE$ION WtwD Lb $ s R tp F rT F T a' AD tVdL. BE s`TE c'R?tANNEi) AS PE SE:C'Ci1pN 2A)d HE ABOvE MfM(ONED GO B.2 MfM!MUM EMBEbMEN 0. a X 7 DE, tl CALK -IN ANCH©R5 17' N R / / sHAu t� 5 /E #NTp tp G EtE A Wt P R. G FDR NO S EED AS E,DU1R£p THE JJR N W SE4 WI BY N GfXCtt© )lERE THESE UTtERS ti BE t STAk.l. D A '. NO £M INTO ANY FINS M H ATERWL. SHALL BE PERMITTED, FOR A DtREC41DNALFTV FA T N.f. BEOMENT 5 FACTOR Ks�0,8$ tFSFNG ASCE 7-ISANDSHALL NO EXCEED THE AW1ttMLFM (:. A S<D: ) 1 " 0-20 K @DET$ e SSSt CWAc.. W d USED SHALL BE LONG THOUGH s. OE1LD ANY FFN r Stt MATERIAL EXIST) TO tiEStCaN PRESSURE RATINGS Ud DICATEp ON SrtECTS 25 .d: 26. ENGAGE 3"I4` INTO ANCHORS. IN ORDER TO VERIFY T'ki T! ' E ABOVE CON Oi ON, ULTIMATE DESIGN WIND LOAD. DETERMINED ASC- L PER E 7 tB F SHALL BE #R Si REDUCED AS:b. 0 StND LOADS BY MULTi. PLYING D THEM 9V E ! TO E1CM RANG,. N ORDER TO 8.3) IN RASE THAT P PRECAST STONE. OR PRECAST CONCRETE PANELS BE. FOUND ON THE EXtSTtHG WALL TO COMPARE THESE WJ MAX. {AS:D} DESIGN PRESSURE kATTNO5 MEPCAYEO ON SHEETS 25 R 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE M#JN STRUCTURE BE,aE;NkT SUCH PAWLS. Ad,"C1{OIW;E S!iA11 BE 1v* METesiONED IN B.F) AND k1 8.2). !N DR � � DER TO VCR!FY TItAT COMPONENTS 0 ANCHORS ON THiS P •D. A5 TESTED WERE Np.T "eSSli OVER STR- INCREASE !N ALLOWABLE STRESS rT1R WINO LOADS WAS NOj, USED IN THEIR AlaALY$15 FASTENERS SPACING TO W0p0 F[AS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 7O'•5- tCJ ANCHORS SHALL BE INSTALLED FOLLOWING ALL 4F THE RECOMMENDATIONS AND SPfCIF1G4710N5 OF THE ANCHOR'S MATtUFACFLIRF,R. S76itM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE Ii0.S BEEN VERIFIED IN ACCpRCLMiCE vmTri SECTION t626 OF THE ABOVE MENTIONED CODE AS PER rf?i€ 'niATKIN TESTING LABORATORY. INC. REPORT E 2032, AS PROTOCOLS 1le-20 i, ti R SMAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER T AS-202 AND 1A5- U3. TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SH n'TER 2 6 L 511ay.L ONLY BE ATTACHED TO CONCRETE, BLOCK n+is rH c OR WOW FRAME BUILDINGS, 2 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON E OUTSIDE OF THE OPENING a.'E$S ;CINO 'HE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LN-F'HIS APPLICATION IS VM )D WHEN INSTALLATION 15 INTENDED YC BE PE RFORMED 12. THE INSTALLATION CONTRACTOR is TO S FAL tiWi.K ALL SHUTTER COMPONENT EDGES - / REMAIN tN CONTINUOUS FROM T}i INS IDE SIDE 0F STRUCTURE . : CONTACT WITH THE A -DIED 10 NT tN N INTRUSION GYG PREVENT W. D/RAT ON CAULK AND SEAL SFlUTTEA. (RACK_< AU. AROUND FULL }, SERIES 1000 INSTALLATION isAPPLICAAPPLICABLETO S1NGtE AND ,)RUBLE HUNG STYLE WIMOdWS. WHEN +NSiAiIaiTON 5 REQUIREDED iC• BE LENGTH. PERFORMED ORMEO IRON THE H•i57Di OF STRUCTURE RE t3 STORM PANEL INSTALLATION SHAH COMPLY WITH SPECS INDICATED IN THIS BRAYING, D RA G WYNFLUS ANY BUILDING I AND 20N NC PR TH .WR!biN-CT10N WHERE ERMR P IS i , APPLIED O a. SERIES 2040 INSTALLAildN 6APPLICABLE Tp SINGLE AND DOUBLE HuwC AND HORROMA; Sl IpERF. STYLE WINDOWS5 WHEN REGREGULATIONSOY1DE�n BYE iNS7AtIhYIOW IS REQUIRED TO BE PERFORMER FROM THE INSIDE Of STRUCTURE, tA. ATRIUM WINDOWS AND DOORS INC. E - 2 HANG STORM PANEL SYSTEM- 15 PAtEiIT PEM>V'p- F S ALL ALUMINUM IXtRUS 1 OaS TO BEby 61-T B AU.#T AND TEMPER. (UNLESS OTHERWISE NOTED) , 5. o THIS PRODUCT EVALUATION DOCUMENT ( P ED)PRE PAREO BY . THIS ENGINEER ^OEaI AND DOES NOT . PROVIDE INFORMATION FOR A SITE SPECIFIC PRQlELE:i.v, WHERE THE SITE CONDITIONS DEVIATE FROMP.Ep8. A1.L. ALUMINUM SHEET' METAL USED Al CLOSURES SHALL NAVE 3105-H14 ALLOY. (o) CONTRACTOR b0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION WGLUO'NG LR'E SAFETY OF 7. ALL Si'FEL SHEET METAL PANELS SHALL HAVE STK+UCTURAL DUALITY SFEEI.-. A5T41 A -BSI GRA7c SO Min,- .t1PfMTEd "STEEL ?Nd5 PR(IitUC!- BASED ON THIS P E.D, PROVIDED HE IZE DOES tdOT DE?+IA ' i:RtJM. iN tSiL E CdN DPODN S O&.7 MItD 0N DESIGNATION WfFp= 58:5 kat (AFTER ROL,LfD)THIS DOCUMENT CONSTRUCTION SAFETY AT Ai 511E IS THE CONTRACTOR'S RESPONSIBILITY, 8. ALL SCREWS TO D£ STAINLESS STEEL 'xOa UR 318 A)S, SERIES OR CARRdSIbN RESISTANT COATED OARx'R2N STEEL AS PER CAN (<) THIS PRODUCT EMALSlAT10R DOCUMENT WILL BE CONSIDERED INVALID If AeODlFFEit, 50010 W/ 50 N A E YIELD STRENGTH AND 40 Po Tc N S1 LE STRENGTH & STALL COMPLY W/ FLORIDA BOWING CODE SfGtiOatat t.3.3.4 L.) SITE SPECIFIC PE -p Li C PRtTaETS CSHALL BE PREPARED BY A FLORIDA REGISTERED ) EfaGiwEER OR ARCHITECT WHICH WIL L T° 7 BECOME THE ENGINEER 5. BOLTS TO BE AStM A-307 OALVAN!2W STE}»t. DR A!51 304 SERIES STAINLESS STEEL. WITH 36 ,cef M1NiMt.ib# YIELD STRENGTH VEER OF RECORD (E.b,ft,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENC>aNEER Tp THE P.E.D. ENGWEER. SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW aR d 7p I� RdG PO. T t) _. Ems__ ._-,S.Se ^ e THIS F.ESHALLPROFESSIONAL L BEAR THE DATE AND ORIGINAL SEAL AND s#cruTUFff OF THE - () D. ENGINEER OF - I +'a TAPCON ANC/TORS D IT i I I 7 As MANUFACTUP.E BY W_ BULDEX. NC, (MN. rG=3i92 -�;. RECORD THAT PREPARED ! a 1 4 X 7 $' CALK -IN ANCHORS. AS ANNLAACTUREO BY DEWRIT INC. (MTN. 1'­3 1 t8. STORM PANEL MAKJF JRER' LASRALE BE BEL LOCATED T READILY VISIBLE 1 - 0i4-10 PANELMATT_ FEMALE tD $ PANEa:41RTE PLUS ANCHORS. A5 MANUFACTURED BY EiCp CONSTRiJC`TK}N PR03th-1SWITH. ACCORDANCE WSE4SECTION17p993 � OR!OAgAT STORM �LpWG CbbE. O'+E1A@EL SHALL BE PANEL I PLACED FOR EVERY OPENING tYc+3350 4X-1) LABELING TO COMPLY WITH SECTION 1709.9:2 OF THE FLORIDA BUILDING CODE. 0.9) M{NIMUM EMBEDMENT OF TAP't0lt ANCHORS R3TC POURED CONCRETE STALL BE 1 3j4' AND 2` FOP P&4ELMATE FEMALE ID a PANELMA. TE PLUS. A2 MI NIMUM ` ,MUM EMBEDMENTEMBEDMENTOF 14•e IL/ $'-!N AN HORS SHALL E 5 7' " INTO / / :TALK C B I& D CONCRETE NO EMBEDMENT INTO ANY FiN75N MATERIAL StIfU,.L B'i PERMITTED. 1 j4' P-20 SS SIDEWALK BdLiS USED SHALE BE LOtlp fNpUGH(SNOULD ANY F1N!5N MATERIAL EXIST) F¢? ENGAGE :/A' 4taAF F ��f INTO ANCHORS, ANCHORS. �� fl M A.31 IN EASE tHAT PRECAST STpNE, PRECAST CONCRETE PANELS. OR PAVERS 8E POUND ON 't!f EXts41xp WAE!. OR 1"��+!'',. •. /�, FLOOR, AWCHORS SHALL BE Lpt'Ki fNCtItGH TO itfACH F!tE MAIN STRUCTURE BEHIND SUCH P.L`tk2S ANCHORAGE SHALL �. �j('rEN.t1., • t](1 BE AS MENiWED I!'t A,) AND IN A,2).. � '"K` ND.A4167 (B) IS7_EXt`.ININS C4PEtGBECE..@C.Ss;A,",�.�U,F:. ., �F :` s ti' 'fr s. - 1 j4' e TAPCON ANCHORS AS MANUFACTURED BY `s T.W, BLAL13t'7E, INC z FLORIDA BUILDING CODE i'R h YeIPcItY NurrlCone tan* - !/a" e X 7/8" MA -IN ANCHORS. AS MANUFACTURED BY p£WALt INC (t'm.ISC)LY p.3:L) .�..Q., f• ''At72v mFEcp, Prc. F.A. - /7a-10 PANELIAATE f'E.MALE . tt5 AND FANE}„MATE PLUS ANCHORS. AS MANUFACTURED By E1GD COtiSTRl,'OT!ON •--. 'r F'• �lt�ial�°-. /xma -''�+ � 20 GAGE GALVANIZED STEEL STORM PANEL DPAyn, er, 4 PRODUCTS (rm®ZO 71 p a T,) ' @ - - °,-.n't` GLOBAL PROTECTION PRODUCTS, LLC. °'rTA Y.��trz�+Ftdd =� F. Ra► Y f N C �\ +8,7a 5.w, 51 satBi.; t [ *1u kYcawn a cNOW1Et:Wwo coMPANY Fard. r ssa+. 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I.#. .{ , .,. aY _.{...,, x:., I I .i 1'..'�1i i�p Tr,-3..T 77I �..T_Tt +I.,.¢.3. �-.11 ». t� l , T I I (i i , i i III {�-�j-�Ea l i ! d I , I # i ; ! � l , (I i , ' ��' 1 11 i l � i, 1�7P{ I I i AIL 1 � ,�� ..I ! 1 {jF i � � � � �'• "'I_'"' � 1 02 r� (� t ( 9� f .d ! ! � I , � I � �.I I � j I -(��' .1 d [ �wj ¢itY_._._,._____CI �.!3�iL_ Rp�ERSEp�" TRACK4_:/AeUa.Tj;ACiC����Ui-E!,,�CJ.�.s_sLyIi._i�i'�isEr�Rtw,_tA!1{_°Li--'-`�'�r1.ARC.MATs i�vp.)I�LonsHrETmsi 11 ,p1¢fscwrau>g!P/wAYE'.SFNDit�,.i-3•..-•­",,,.3•.-�-....�-tr..,..m_.u__t€}iCR�Wf`71(s"f-'.�V1'NhiEPNiAN3iFOR COMCRET11 -:._.__,__,SEENOTEa6F.:LOW_SEENOTE3:���f y!,y5eEscl::lw,tE''�''I>PaF�WH.'.�''.�'-Mw.'- I----:�-,A*aj2'tFIB'�')I+�51w��zas�� TONStN.ri2s'/P'A1,tE'0 kiDOE.f-.,j-•.250SEE sEGTnN<plc51lEiTxa���iu,2iE'RF�M4Et.OcaTk3Ni e7 - i To cLAss. � i Nur l � �o �� i A [ ,' Lac - SOt#iRtEE S8+ a+tEif Ye; F>bI WOOD SCREW- Mw. �Y HEX t fb '3a 4V041114, rb'si,3 4 -{ _ � el � I >9 (3Ag. p F ! � r ' _ 250'e--._!-_ 'i $$€€FF NOTE 3 1 OR PANELS is. ; tsar PANELS ' � DJLRY OVERLAP I � ' UARY PAP. SE INSTALLED AT 51 m vv I Iva FAn stP,twnorr I FM✓C wr, e � µ i t ram; revF�r T� ifi Rwgp}Y• / f -,. , l,. 9ppW � OR � NJ OR W/Q 6� �7 (� j4 I t ! t / � / _. . �.. � i 813"I ! � • UST PANFl F� TO BE W5TAtiE31 AT EF+^I! Y OPENING EL914L6 Ii,�YS l� PA{NG)EO Wef H 1 j1 I I 4 I'•{ I 1- i - - SNN.L I 4rfli.Y r j' F: •r ! ' ` � �-�tO.p$' OPENINp ALWAYS BE ✓ W - i ! - I I t $ , i I / REAR HANDLE TO FACiUCAIE 1NS7ALSARON 4' ! ! , -, 1 I ErD+Y � ' �_. / `�,�� %/ •--- - : REAR Fl4"XR.E TO FA^..n.gATE FdSTMLAT+ON ff INTENTIED 10 9E 615TAiAEt FROM - --- -+ f___ .._- '---"i = -=4, g I i2 I 0.254'� ` •. -. h I -• > � INSIDE pF SFRUCIURL I3� - � c'�v� � a �•-- I j F � 4 � —.r-n - � i (,1 rr '�. ! ly5- .' I .125" 1 - ! � MSIDE p' STRUCTURE. ! � i I � 1 i € �' __L�}, L�t--.a_._ _.. __.. a) I # �I y i ii MENDED TO BE WlSTALLEp itKN! I - 1 4 � i. I ry I SLYlL 3/32' - t• _ SCf3E 3 #^ � `1r--� _ _ p fr'�. I- ._. Q-' � 13.750' !.._I � _ e. -� � 8 � � f � / ] a �'wum t W I I /^'^ � � 3 1/1, MEMMc ( -�--" i � 1'/.Y-AJf S r' I I 1, I j 'F i II r-yli' Mu. MP 1--rJe' Mw pM Fr A• Nnx GAP - I I � f wl �r i I �Y', pal+ �i!]NLIIEIl2FY VIEW DETAIL . -A 2.000" �i �Qt==Z=] � ( 2:�0` I� - �` �3 -. --- - f� ! I � I F t I � r' � Iq'. Y Nm:1 � I � 1 C.� t ,;: f \ � } � 1 �� N y �a�.�a ' / 3 11 v ROUNAED CORNER P ENDS OF PANEL'S ?2-_��I1OR�WIcWWJa®.���A�hA��t�-n��j�E��!it��I1���"-"i 1 ((��JJa`I�..j��4I ENDuP wHeatMED EDGEa5D" LJ11.,,SEGTSO�'A,�4-'ATEN4n>wns)a���i.t"��°����#t'L(N.T.S)1_�_� .,. ?5" - sC1tE' 3/32` .. A` � r �"a {{ 1 GpMu irc Y ,.. 1 ' � - "-_. �. F" .-. - j SCALE 3JSx i CirL€`3 Bw . .._... ___..-_ OWCK t, � � 6onc ---a,op4'__-- � (1), f�F.IHDI� SFRij'S tone: E - i HANG srdaM PANEL SYSTEM cpNs,Snraa OF PANEL r I .,- �...> '= ) I "Ni ,,; ITAP•) ..•.-...... . -5" Maa. -... _'. 9'OILi� ,font. 7RACK5 AT 70R & FANELMAIE PLUS OR ,S` LONG '� •.: _T eevwlKrt rs �- _,.; 7 1 { :;'�-: (-r/x^e-�J. � `s L .- /..R-.,�„„- ft}, D:Ef19R4pih_OE S #FR ro4: E - d HANr. SNkNt PANEL SYSTEM C4W5kS!hn: OF YAI`tGt , 4?1:AT £147T'fT4t W/ P?NEikiAfES, I -' Frx r3o,N• Ms �se z .._-I � - :._.Co---. •J 1R^«:v�'.Na BLaCX -,A:.� r � - icc xnrn »la/sY• 1 �/ a +Oro "" �PR ' 9 k - carn`�it.Ta- PANE -�"`�'``""'• ,rdr M+ FrY"ssanM' wav ram on Cant, TRACKS TOP h BOTTOM, _, NUF va '"..'",. ..".", N � r r � ra n u (?). END PANELS SHALL ALWAYS BE fANtaECTED T4 N0 31LL WALL . BY' MEANS OF ,h'a-�✓•• m m i a';,. _- ��� /^ ,' F mod''" L13iF3XL'+, � �H � PANEA.MATES 1JR: IF USED NITLY W F5' LONG iW,GR. AT EiOTTOM: ENO PANELS fia,a��w t�E • � ,•, ' � rvnsm.'Fe � `T �la•..ams : i �'(ytE (2) 0 PANELS Si{hLl. ALWAYS DE BONNEGt£i5 TO BOTTOM TRACK O'RtE7+TMNrsE A STOP MR / � Aercsgn *am', ,xi acxmw,e rare F vcaml ,5, W 7r " r3 2" sca mlcMn,e. ` '� '.. 1 T a iYli)E � S!MLL BE PROVIDED A7 TCN> OF SUCH PANELS, SHALL. BE CE1NwEC'TED TO 2 W/ 10 'a-2(tr3, A / �j �RE'F mNr:Rnt Nwaa: r � Wr `we O'+ *�T '�> � s ,.x- ac. 50+31-TS Alum. ALLOY WING Nui OR 1 A'e-20R3� Min. ;MBSCREW #N79 TAPPER �2 (EiiOEPi AS oN sHacr rs1 �: �^ !4' " (1u s4NmnE .--' s--g,p •� P µ edlarmN) {^- T$5' (3), It ENO PANELS ARE CxJh4*1ECiCO TO 8011DM TRACK, 60NME�ION SHALL Ci1N5157 OF i)F.5CR19ED ON �E (3} LOW), *1 �Yn. �LHBI�.��. MG E {f` [MST, ax ax[ct xl1 em• j { t/4"a-20A3/a" M S Wj 7/B'*x3 32' WEND NOT OR iti'aA3/4' M1n. THUMBSCREW WALL MQUNT{Nts` is�T'. t /'�'� fN10 LAPPED BOTTOM TRACK. TIDN pF FASTENERS tAAY BE AT EITHER OF TWO (3). FOR CASES MIEN END PANELS ARE LFS'E Jd1NTiY Wf t$^ LOND 2 AT 5ECT1{�N �� `v �� E%TfRIOR FLAT RANGES OF ENO PANEL OM Bf1T ENO PANELS ARE Md' pONNEiT'cD TO BOTTOM TRAtt( ? ,�STOP BM SECTION 'I' �___ � ©I SCALE a/aRt' fL�i.aLSL.GEIEING Aat�UNTING IN5T BUIl.L!-OCI'( MOi3NT#NG IN'ST. I Bj Swu.t BE PRov�m AT tar OF SUCH FAT�^s, sor,41. NOT 11 COMOM LE 316=1• � TiOu �' (4): IN CASE THAT ENO PANEL: tdtE NOT CONNECTED 74 OLYTIDM iFUCK (Le. A STOP BAR (a). FOR IN57A1,1At)DNS WHEN ENO PANELS AND Si+l1E INTERIOR PANELS ARE DIRECTLY G tiH3 t* � xmc ,. 5� 3J8>!• SCALE 3/8.1^ � m `!# I_ r5 ONLY USED AT TOP Al L£ASi TWO PANELS SFtAL1 � CONNECTED 10 BOTTOM TRACK � I ) MOUNTED TO EXISTING SILL WALL Be' 1'IEN#S flF PANft)dATfS, ONE INTERIOR PANEL �-' '�dD IE 5fi 9PEta:N}41itgS A`t0 pE4Vk+EYCNFS pCA I--T�----., lFyMu,N USING SPECS MID�ATED I.,. (3) ABOVE. 1N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK AT BOTTOM ATTACkt!NG BOTTOM TRACK TO WALL �- I usE of �t a ai TF� as A5 q(1NFNFlENIy/, o I Ii II TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W I tN !A o "; � � I i I 'ttiR A„ �� / TWO PANEUAATEs FOG_DmwG � SHOWN ON E€£YAi70N r.Nd W/ �3 , r- n� � � ,x „�, , � u= tp � (t �+�e� :o �` o. ,a �p A. T)// �� r (5) SEE BECKON i', 3' & a` ON 9-tEEi 24. SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE DISTANCE. FOR THIS CAS INTERIOR PANc'1 USED Y WJ 2 �"LS $ t z � i AT oN tppp 0A `d� *(/ ,^ j 7SD" i t -i hOs,:• (TyP.) �'•''• J (�} it }n �:' ilCEN 'A ttatNltlNwfiti #!� SUCHNTHATTAAIACEM PAN @ TO LEFT a RIGHT SIDE 06 2 ISPANEL) RAVE INSTALLED 5 ta65Jt.,Ais7N mK oN �+6:. L4. `���,t�1P,•••• �E••. , j y LLI i � N "' �•`:� R OVERLAPS RETAINED BY III: . = (High r tip ) � � � � ( xM,o.a : �• aS'L(-' :;���: T NO. 441&7 ° g y sP�'�;• '� TJ'"�, (J �.us Fdp -: � I = - �` � T�7' •' FLORIDA BUILDING CODE NI-fi Vsio41: Hurricone Zane t ND.44Tg7 .. Q -1 L _�� � �•: �R�,Etd 1/ •� ,TIE, z . �--- { p Toa « ATOM ,aeuxTarss c,A, � - (High - FLORIDA I � FLORIDA BUILDING CODE HI h Velocity Hurricane Zone � - Tk.; BUILDING CODE Ye oc H e Zone) : � - IN Ax* WAY m wrt ANY • z an j � .750 ------ it ATE 4F .-'a- = aoao Rocco. alc. 24 GAGE GALVANIZED STEEL STORY PANEL Fr. -. %aD. 4 1$LL 7 Pwm m'�Q' "� 20 GAGE GALVANIZED STEEL STORM PANEL. ia. NITNIATIBN " "4.- STATE OF coo mTEca "�. 20 GAGE 1GALVANIZED STEEL STORM urn FP •q I 3' Mox.--{ yP'• .- � awWN sr : /•-. * -.. oFMAW sn � �� :90•'•. F Ate 'cone DaaN m . `'.,�+C�. QHIU ..�-_-"'"""s,,,'.Y. ,'- ... I o>JaaJswa '� * L. `��. m/aaf'mxv .QQ�I�..1. 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SHOWN Ox SGWEWLL #FEINT EG (714E MCNII BY 71iE FOLLOWING € FOR Fltx' �, DPF7+AiAFd TD 9E POSSIBLE, iliOUS.f33 _. ! tre' _., _. SRACMG itDTAlNtp iiSWFp 5AGtOR $1H11 NOT Y ,rT' - � LF55 ',14A1r NttaMUM SPACINGe4DltbiEO - ..... "'. FOR EACHH ANCHOR.>kPEDN t#e5 SCHEDULE a' f.GG iA@ 3, x" �! - ��,�711 77 � I . 7 7 � : � , OR CONCRETE @LOCK aEOUNtEO f---C.E.i„ F i EO+ I1 CONT.. #.aA54d�> �LJ 1 �EX15nHG,_i . G ASS y i ay x y. s•wl� f >/rr a " 9 A-1- F, - I 9 gpppi ¢ EO+ { / 1 i e . ___.,L. __..! _. ' 4a=tD'P PANET,MATE PLUS W/ jE"0.111, 3j3Y" *INC; NUT WASHER (9�.Y ,ZDLRiEp CONG1iETE OR CONCRETE BLOCK RE4t1FRfD WALL. bIOUNTi1yG IN�TION 5E,TION Si3 @ LIFE SAFETY PANEL INet111rrIN„/.. SCALE 3j8'><i" 0 N ,a �c'_N Vf6 0- . � d a � d �: a m I0)7 Hurricane c c c i C cvc•I•A•u .EIN€1L1, Hares: vtIiD F-7 HANG C7L1RE3 p• MU _ B, 1' MINIMUM T t 1. p.. EMBEDMENT Of TAPLAH AXCHdRS AND PANELMA' FA- E-2 HANG STORM FANEL W 9 .HIS PRODUCT EVALUATION DOCUMENT P:. : !N E1M E FEMALE ID & }BEWt"iE f1u5 INTO CONCRETE ACCORDANCE WITH ME. 2020 (7dh EOtTK`N) OF THE FLORIDA BIJ1t1XCpOE.( f D.) tLAs BEEN VERIFIED FU1? COMPLIANCE ) BLOCK SNAIL BE F t/t' DE$ION WtwD Lb $ s R tp F rT F T a' AD tVdL. BE s`TE c'R?tANNEi) AS PE SE:C'Ci1pN 2A)d HE ABOvE MfM(ONED GO B.2 MfM!MUM EMBEbMEN 0. a X 7 DE, tl CALK -IN ANCH©R5 17' N R / / sHAu t� 5 /E #NTp tp G EtE A Wt P R. G FDR NO S EED AS E,DU1R£p THE JJR N W SE4 WI BY N GfXCtt© )lERE THESE UTtERS ti BE t STAk.l. D A '. NO £M INTO ANY FINS M H ATERWL. SHALL BE PERMITTED, FOR A DtREC41DNALFTV FA T N.f. BEOMENT 5 FACTOR Ks�0,8$ tFSFNG ASCE 7-ISANDSHALL NO EXCEED THE AW1ttMLFM (:. A S<D: ) 1 " 0-20 K @DET$ e SSSt CWAc.. W d USED SHALL BE LONG THOUGH s. OE1LD ANY FFN r Stt MATERIAL EXIST) TO tiEStCaN PRESSURE RATINGS Ud DICATEp ON SrtECTS 25 .d: 26. ENGAGE 3"I4` INTO ANCHORS. IN ORDER TO VERIFY T'ki T! ' E ABOVE CON Oi ON, ULTIMATE DESIGN WIND LOAD. DETERMINED ASC- L PER E 7 tB F SHALL BE #R Si REDUCED AS:b. 0 StND LOADS BY MULTi. PLYING D THEM 9V E ! TO E1CM RANG,. N ORDER TO 8.3) IN RASE THAT P PRECAST STONE. OR PRECAST CONCRETE PANELS BE. FOUND ON THE EXtSTtHG WALL TO COMPARE THESE WJ MAX. {AS:D} DESIGN PRESSURE kATTNO5 MEPCAYEO ON SHEETS 25 R 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE M#JN STRUCTURE BE,aE;NkT SUCH PAWLS. Ad,"C1{OIW;E S!iA11 BE 1v* METesiONED IN B.F) AND k1 8.2). !N DR � � DER TO VCR!FY TItAT COMPONENTS 0 ANCHORS ON THiS P •D. A5 TESTED WERE Np.T "eSSli OVER STR- INCREASE !N ALLOWABLE STRESS rT1R WINO LOADS WAS NOj, USED IN THEIR AlaALY$15 FASTENERS SPACING TO W0p0 F[AS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 7O'•5- tCJ ANCHORS SHALL BE INSTALLED FOLLOWING ALL 4F THE RECOMMENDATIONS AND SPfCIF1G4710N5 OF THE ANCHOR'S MATtUFACFLIRF,R. S76itM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE Ii0.S BEEN VERIFIED IN ACCpRCLMiCE vmTri SECTION t626 OF THE ABOVE MENTIONED CODE AS PER rf?i€ 'niATKIN TESTING LABORATORY. INC. REPORT E 2032, AS PROTOCOLS 1le-20 i, ti R SMAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER T AS-202 AND 1A5- U3. TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SH n'TER 2 6 L 511ay.L ONLY BE ATTACHED TO CONCRETE, BLOCK n+is rH c OR WOW FRAME BUILDINGS, 2 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON E OUTSIDE OF THE OPENING a.'E$S ;CINO 'HE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LN-F'HIS APPLICATION IS VM )D WHEN INSTALLATION 15 INTENDED YC BE PE RFORMED 12. THE INSTALLATION CONTRACTOR is TO S FAL tiWi.K ALL SHUTTER COMPONENT EDGES - / REMAIN tN CONTINUOUS FROM T}i INS IDE SIDE 0F STRUCTURE . : CONTACT WITH THE A -DIED 10 NT tN N INTRUSION GYG PREVENT W. D/RAT ON CAULK AND SEAL SFlUTTEA. (RACK_< AU. AROUND FULL }, SERIES 1000 INSTALLATION isAPPLICAAPPLICABLETO S1NGtE AND ,)RUBLE HUNG STYLE WIMOdWS. WHEN +NSiAiIaiTON 5 REQUIREDED iC• BE LENGTH. PERFORMED ORMEO IRON THE H•i57Di OF STRUCTURE RE t3 STORM PANEL INSTALLATION SHAH COMPLY WITH SPECS INDICATED IN THIS BRAYING, D RA G WYNFLUS ANY BUILDING I AND 20N NC PR TH .WR!biN-CT10N WHERE ERMR P IS i , APPLIED O a. SERIES 2040 INSTALLAildN 6APPLICABLE Tp SINGLE AND DOUBLE HuwC AND HORROMA; Sl IpERF. STYLE WINDOWS5 WHEN REGREGULATIONSOY1DE�n BYE iNS7AtIhYIOW IS REQUIRED TO BE PERFORMER FROM THE INSIDE Of STRUCTURE, tA. ATRIUM WINDOWS AND DOORS INC. E - 2 HANG STORM PANEL SYSTEM- 15 PAtEiIT PEM>V'p- F S ALL ALUMINUM IXtRUS 1 OaS TO BEby 61-T B AU.#T AND TEMPER. (UNLESS OTHERWISE NOTED) , 5. o THIS PRODUCT EVALUATION DOCUMENT ( P ED)PRE PAREO BY . THIS ENGINEER ^OEaI AND DOES NOT . PROVIDE INFORMATION FOR A SITE SPECIFIC PRQlELE:i.v, WHERE THE SITE CONDITIONS DEVIATE FROMP.Ep8. A1.L. ALUMINUM SHEET' METAL USED Al CLOSURES SHALL NAVE 3105-H14 ALLOY. (o) CONTRACTOR b0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION WGLUO'NG LR'E SAFETY OF 7. ALL Si'FEL SHEET METAL PANELS SHALL HAVE STK+UCTURAL DUALITY SFEEI.-. A5T41 A -BSI GRA7c SO Min,- .t1PfMTEd "STEEL ?Nd5 PR(IitUC!- BASED ON THIS P E.D, PROVIDED HE IZE DOES tdOT DE?+IA ' i:RtJM. iN tSiL E CdN DPODN S O&.7 MItD 0N DESIGNATION WfFp= 58:5 kat (AFTER ROL,LfD)THIS DOCUMENT CONSTRUCTION SAFETY AT Ai 511E IS THE CONTRACTOR'S RESPONSIBILITY, 8. ALL SCREWS TO D£ STAINLESS STEEL 'xOa UR 318 A)S, SERIES OR CARRdSIbN RESISTANT COATED OARx'R2N STEEL AS PER CAN (<) THIS PRODUCT EMALSlAT10R DOCUMENT WILL BE CONSIDERED INVALID If AeODlFFEit, 50010 W/ 50 N A E YIELD STRENGTH AND 40 Po Tc N S1 LE STRENGTH & STALL COMPLY W/ FLORIDA BOWING CODE SfGtiOatat t.3.3.4 L.) SITE SPECIFIC PE -p Li C PRtTaETS CSHALL BE PREPARED BY A FLORIDA REGISTERED ) EfaGiwEER OR ARCHITECT WHICH WIL L T° 7 BECOME THE ENGINEER 5. BOLTS TO BE AStM A-307 OALVAN!2W STE}»t. DR A!51 304 SERIES STAINLESS STEEL. WITH 36 ,cef M1NiMt.ib# YIELD STRENGTH VEER OF RECORD (E.b,ft,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENC>aNEER Tp THE P.E.D. ENGWEER. SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW aR d 7p I� RdG PO. T t) _. Ems__ ._-,S.Se ^ e THIS F.ESHALLPROFESSIONAL L BEAR THE DATE AND ORIGINAL SEAL AND s#cruTUFff OF THE - () D. ENGINEER OF - I +'a TAPCON ANC/TORS D IT i I I 7 As MANUFACTUP.E BY W_ BULDEX. NC, (MN. rG=3i92 -�;. RECORD THAT PREPARED ! a 1 4 X 7 $' CALK -IN ANCHORS. AS ANNLAACTUREO BY DEWRIT INC. (MTN. 1'­3 1 t8. STORM PANEL MAKJF JRER' LASRALE BE BEL LOCATED T READILY VISIBLE 1 - 0i4-10 PANELMATT_ FEMALE tD $ PANEa:41RTE PLUS ANCHORS. A5 MANUFACTURED BY EiCp CONSTRiJC`TK}N PR03th-1SWITH. ACCORDANCE WSE4SECTION17p993 � OR!OAgAT STORM �LpWG CbbE. O'+E1A@EL SHALL BE PANEL I PLACED FOR EVERY OPENING tYc+3350 4X-1) LABELING TO COMPLY WITH SECTION 1709.9:2 OF THE FLORIDA BUILDING CODE. 0.9) M{NIMUM EMBEDMENT OF TAP't0lt ANCHORS R3TC POURED CONCRETE STALL BE 1 3j4' AND 2` FOP P&4ELMATE FEMALE ID a PANELMA. TE PLUS. A2 MI NIMUM ` ,MUM EMBEDMENTEMBEDMENTOF 14•e IL/ $'-!N AN HORS SHALL E 5 7' " INTO / / :TALK C B I& D CONCRETE NO EMBEDMENT INTO ANY FiN75N MATERIAL StIfU,.L B'i PERMITTED. 1 j4' P-20 SS SIDEWALK BdLiS USED SHALE BE LOtlp fNpUGH(SNOULD ANY F1N!5N MATERIAL EXIST) F¢? ENGAGE :/A' 4taAF F ��f INTO ANCHORS, ANCHORS. �� fl M A.31 IN EASE tHAT PRECAST STpNE, PRECAST CONCRETE PANELS. OR PAVERS 8E POUND ON 't!f EXts41xp WAE!. OR 1"��+!'',. •. /�, FLOOR, AWCHORS SHALL BE Lpt'Ki fNCtItGH TO itfACH F!tE MAIN STRUCTURE BEHIND SUCH P.L`tk2S ANCHORAGE SHALL �. �j('rEN.t1., • t](1 BE AS MENiWED I!'t A,) AND IN A,2).. � '"K` ND.A4167 (B) IS7_EXt`.ININS C4PEtGBECE..@C.Ss;A,",�.�U,F:. ., �F :` s ti' 'fr s. - 1 j4' e TAPCON ANCHORS AS MANUFACTURED BY `s T.W, BLAL13t'7E, INC z FLORIDA BUILDING CODE i'R h YeIPcItY NurrlCone tan* - !/a" e X 7/8" MA -IN ANCHORS. AS MANUFACTURED BY p£WALt INC (t'm.ISC)LY p.3:L) .�..Q., f• ''At72v mFEcp, Prc. F.A. - /7a-10 PANELIAATE f'E.MALE . tt5 AND FANE}„MATE PLUS ANCHORS. AS MANUFACTURED By E1GD COtiSTRl,'OT!ON •--. 'r F'• �lt�ial�°-. /xma -''�+ � 20 GAGE GALVANIZED STEEL STORM PANEL DPAyn, er, 4 PRODUCTS (rm®ZO 71 p a T,) ' @ - - °,-.n't` GLOBAL PROTECTION PRODUCTS, LLC. °'rTA Y.��trz�+Ftdd =� F. Ra► Y f N C �\ +8,7a 5.w, 51 satBi.; t [ *1u kYcawn a cNOW1Et:Wwo coMPANY Fard. r ssa+. 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SE INSTALLED AT 51 m vv I Iva FAn stP,twnorr I FM✓C wr, e � µ i t ram; revF�r T� ifi Rwgp}Y• / f -,. , l,. 9ppW � OR � NJ OR W/Q 6� �7 (� j4 I t ! t / � / _. . �.. � i 813"I ! � • UST PANFl F� TO BE W5TAtiE31 AT EF+^I! Y OPENING EL914L6 Ii,�YS l� PA{NG)EO Wef H 1 j1 I I 4 I'•{ I 1- i - - SNN.L I 4rfli.Y r j' F: •r ! ' ` � �-�tO.p$' OPENINp ALWAYS BE ✓ W - i ! - I I t $ , i I / REAR HANDLE TO FACiUCAIE 1NS7ALSARON 4' ! ! , -, 1 I ErD+Y � ' �_. / `�,�� %/ •--- - : REAR Fl4"XR.E TO FA^..n.gATE FdSTMLAT+ON ff INTENTIED 10 9E 615TAiAEt FROM - --- -+ f___ .._- '---"i = -=4, g I i2 I 0.254'� ` •. -. h I -• > � INSIDE pF SFRUCIURL I3� - � c'�v� � a �•-- I j F � 4 � —.r-n - � i (,1 rr '�. ! ly5- .' I .125" 1 - ! � MSIDE p' STRUCTURE. ! � i I � 1 i € �' __L�}, L�t--.a_._ _.. __.. a) I # �I y i ii MENDED TO BE WlSTALLEp itKN! I - 1 4 � i. I ry I SLYlL 3/32' - t• _ SCf3E 3 #^ � `1r--� _ _ p fr'�. I- ._. Q-' � 13.750' !.._I � _ e. -� � 8 � � f � / ] a �'wum t W I I /^'^ � � 3 1/1, MEMMc ( -�--" i � 1'/.Y-AJf S r' I I 1, I j 'F i II r-yli' Mu. MP 1--rJe' Mw pM Fr A• Nnx GAP - I I � f wl �r i I �Y', pal+ �i!]NLIIEIl2FY VIEW DETAIL . -A 2.000" �i �Qt==Z=] � ( 2:�0` I� - �` �3 -. --- - f� ! I � I F t I � r' � Iq'. Y Nm:1 � I � 1 C.� t ,;: f \ � } � 1 �� N y �a�.�a ' / 3 11 v ROUNAED CORNER P ENDS OF PANEL'S ?2-_��I1OR�WIcWWJa®.���A�hA��t�-n��j�E��!it��I1���"-"i 1 ((��JJa`I�..j��4I ENDuP wHeatMED EDGEa5D" LJ11.,,SEGTSO�'A,�4-'ATEN4n>wns)a���i.t"��°����#t'L(N.T.S)1_�_� .,. ?5" - sC1tE' 3/32` .. A` � r �"a {{ 1 GpMu irc Y ,.. 1 ' � - "-_. �. F" .-. - j SCALE 3JSx i CirL€`3 Bw . .._... ___..-_ OWCK t, � � 6onc ---a,op4'__-- � (1), f�F.IHDI� SFRij'S tone: E - i HANG srdaM PANEL SYSTEM cpNs,Snraa OF PANEL r I .,- �...> '= ) I "Ni ,,; ITAP•) ..•.-...... . -5" Maa. -... _'. 9'OILi� ,font. 7RACK5 AT 70R & FANELMAIE PLUS OR ,S` LONG '� •.: _T eevwlKrt rs �- _,.; 7 1 { :;'�-: (-r/x^e-�J. � `s L .- /..R-.,�„„- ft}, D:Ef19R4pih_OE S #FR ro4: E - d HANr. SNkNt PANEL SYSTEM C4W5kS!hn: OF YAI`tGt , 4?1:AT £147T'fT4t W/ P?NEikiAfES, I -' Frx r3o,N• Ms �se z .._-I � - :._.Co---. •J 1R^«:v�'.Na BLaCX -,A:.� r � - icc xnrn »la/sY• 1 �/ a +Oro "" �PR ' 9 k - carn`�it.Ta- PANE -�"`�'``""'• ,rdr M+ FrY"ssanM' wav ram on Cant, TRACKS TOP h BOTTOM, _, NUF va '"..'",. ..".", N � r r � ra n u (?). END PANELS SHALL ALWAYS BE fANtaECTED T4 N0 31LL WALL . BY' MEANS OF ,h'a-�✓•• m m i a';,. _- ��� /^ ,' F mod''" L13iF3XL'+, � �H � PANEA.MATES 1JR: IF USED NITLY W F5' LONG iW,GR. AT EiOTTOM: ENO PANELS fia,a��w t�E • � ,•, ' � rvnsm.'Fe � `T �la•..ams : i �'(ytE (2) 0 PANELS Si{hLl. ALWAYS DE BONNEGt£i5 TO BOTTOM TRACK O'RtE7+TMNrsE A STOP MR / � Aercsgn *am', ,xi acxmw,e rare F vcaml ,5, W 7r " r3 2" sca mlcMn,e. ` '� '.. 1 T a iYli)E � S!MLL BE PROVIDED A7 TCN> OF SUCH PANELS, SHALL. BE CE1NwEC'TED TO 2 W/ 10 'a-2(tr3, A / �j �RE'F mNr:Rnt Nwaa: r � Wr `we O'+ *�T '�> � s ,.x- ac. 50+31-TS Alum. ALLOY WING Nui OR 1 A'e-20R3� Min. ;MBSCREW #N79 TAPPER �2 (EiiOEPi AS oN sHacr rs1 �: �^ !4' " (1u s4NmnE .--' s--g,p •� P µ edlarmN) {^- T$5' (3), It ENO PANELS ARE CxJh4*1ECiCO TO 8011DM TRACK, 60NME�ION SHALL Ci1N5157 OF i)F.5CR19ED ON �E (3} LOW), *1 �Yn. �LHBI�.��. MG E {f` [MST, ax ax[ct xl1 em• j { t/4"a-20A3/a" M S Wj 7/B'*x3 32' WEND NOT OR iti'aA3/4' M1n. THUMBSCREW WALL MQUNT{Nts` is�T'. t /'�'� fN10 LAPPED BOTTOM TRACK. TIDN pF FASTENERS tAAY BE AT EITHER OF TWO (3). FOR CASES MIEN END PANELS ARE LFS'E Jd1NTiY Wf t$^ LOND 2 AT 5ECT1{�N �� `v �� E%TfRIOR FLAT RANGES OF ENO PANEL OM Bf1T ENO PANELS ARE Md' pONNEiT'cD TO BOTTOM TRAtt( ? ,�STOP BM SECTION 'I' �___ � ©I SCALE a/aRt' fL�i.aLSL.GEIEING Aat�UNTING IN5T BUIl.L!-OCI'( MOi3NT#NG IN'ST. I Bj Swu.t BE PRov�m AT tar OF SUCH FAT�^s, sor,41. NOT 11 COMOM LE 316=1• � TiOu �' (4): IN CASE THAT ENO PANEL: tdtE NOT CONNECTED 74 OLYTIDM iFUCK (Le. A STOP BAR (a). FOR IN57A1,1At)DNS WHEN ENO PANELS AND Si+l1E INTERIOR PANELS ARE DIRECTLY G tiH3 t* � xmc ,. 5� 3J8>!• SCALE 3/8.1^ � m `!# I_ r5 ONLY USED AT TOP Al L£ASi TWO PANELS SFtAL1 � CONNECTED 10 BOTTOM TRACK � I ) MOUNTED TO EXISTING SILL WALL Be' 1'IEN#S flF PANft)dATfS, ONE INTERIOR PANEL �-' '�dD IE 5fi 9PEta:N}41itgS A`t0 pE4Vk+EYCNFS pCA I--T�----., lFyMu,N USING SPECS MID�ATED I.,. (3) ABOVE. 1N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK AT BOTTOM ATTACkt!NG BOTTOM TRACK TO WALL �- I usE of �t a ai TF� as A5 q(1NFNFlENIy/, o I Ii II TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W I tN !A o "; � � I i I 'ttiR A„ �� / TWO PANEUAATEs FOG_DmwG � SHOWN ON E€£YAi70N r.Nd W/ �3 , r- n� � � ,x „�, , � u= tp � (t �+�e� :o �` o. ,a �p A. T)// �� r (5) SEE BECKON i', 3' & a` ON 9-tEEi 24. SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE DISTANCE. FOR THIS CAS INTERIOR PANc'1 USED Y WJ 2 �"LS $ t z � i AT oN tppp 0A `d� *(/ ,^ j 7SD" i t -i hOs,:• (TyP.) �'•''• J (�} it }n �:' ilCEN 'A ttatNltlNwfiti #!� SUCHNTHATTAAIACEM PAN @ TO LEFT a RIGHT SIDE 06 2 ISPANEL) RAVE INSTALLED 5 ta65Jt.,Ais7N mK oN �+6:. L4. `���,t�1P,•••• �E••. , j y LLI i � N "' �•`:� R OVERLAPS RETAINED BY III: . = (High r tip ) � � � � ( xM,o.a : �• aS'L(-' :;���: T NO. 441&7 ° g y sP�'�;• '� TJ'"�, (J �.us Fdp -: � I = - �` � T�7' •' FLORIDA BUILDING CODE NI-fi Vsio41: Hurricone Zane t ND.44Tg7 .. Q -1 L _�� � �•: �R�,Etd 1/ •� ,TIE, z . �--- { p Toa « ATOM ,aeuxTarss c,A, � - (High - FLORIDA I � FLORIDA BUILDING CODE HI h Velocity Hurricane Zone � - Tk.; BUILDING CODE Ye oc H e Zone) : � - IN Ax* WAY m wrt ANY • z an j � .750 ------ it ATE 4F .-'a- = aoao Rocco. alc. 24 GAGE GALVANIZED STEEL STORY PANEL Fr. -. %aD. 4 1$LL 7 Pwm m'�Q' "� 20 GAGE GALVANIZED STEEL STORM PANEL. ia. NITNIATIBN " "4.- STATE OF coo mTEca "�. 20 GAGE 1GALVANIZED STEEL STORM urn FP •q I 3' Mox.--{ yP'• .- � awWN sr : /•-. * -.. oFMAW sn � �� :90•'•. F Ate 'cone DaaN m . `'.,�+C�. QHIU ..�-_-"'"""s,,,'.Y. ,'- ... I o>JaaJswa '� * L. `��. m/aaf'mxv .QQ�I�..1. 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Rca�aaFa rmn. : na+.- a. - ': ,a +u... mleole. ..Na oNwlnG TILT r>ir, uCrlQF11 ,. �^"�6. cA-a¢3En,a -/—• IXwwmar rw: mer. FM. a+a+'. ex DkaRNW Ns; NP . *. A..a� wroxA, aroma 1�, Iv FlA">a€. P.aiFeR-?SLAT. FAY ttFeajB@R-P]Ga -.* as eT-.w a P.�:; iacat exca-�sata � m- a.. + aa. .,.I .d 5ENf"seactiladE/DAte' YULTLW A R{N Jr., P,F. ' a,A •.,_,+F „r'eJEeET xx pi x« /NAND Nt#M .£. SENy"LWNyiURF.IIWaE � �WAv.TE« ,kAn_as), � •--..- P�E SJ:yINaiATUflEj� MWiR ?ULR J-. Pz. o awN ;, eassr x3 CF //�'�t W i<e ] ': - • - - - ......,_ _ e eNFir m aF 2e i SHEET NO, SH 1.2 INIQ CQfaCF`i-rE OR CONCRETE BLOCK: REOlRRfD i INSIALLATION DETAILS FOR OPTION E SAFETY NG POURED CONCIREJE OR CONCRETE 1f4" TAPCON ANE>!ORS 1'4` TAPCON ANCHORS - -Ai 9° O.C. 4 B` O.C. ' �b POURED CONCRETE, b+-Sr s del l I 1 1' (14-10"a RANE.MA:TE PLUS Wj ., ....'.576^0 , 3132" waRD N;n WASHER 0 6 Tta" tt{, P.013RER CONCRETE OR CONCRETE BLOCK REQUIRED WAUL-VOUNTIN �E�eT14NI5AALLtT10N a REGULAR PANEL SCALE 3/8".t" - Ijb t/A'e SEE SHEETt4 ! 2D FOR AwC1a7R5 TYPE A �� 77R -_� P�VR°iLdE 955CiIP, FOR G+SiAUA1101E INTO WOOD FRAME FN3:. INu Na3MW StWWe t4.) 3 1 1ltlJALLW AHC11OR Q`/'LitiCS XiP fWNNlUM Corcavr tk,) d ] EDGE DISTANCE ARE Na0moviep C4TE0 ON iFaTS `aP•a6WANM SCtifD1AE Fffit F.:n. tcS 'D#N N•2.iG,TED ON iR.J.ah) BbdWVWVW�Naj 3 3 Yf3 SC+LLbULE. RiafK£ ANOHnR iPAu'THS iW MULTRYYPlC SPAOWN.' SHOWN Ox SGWEWLL #FEINT EG (714E MCNII BY 71iE FOLLOWING € FOR Fltx' �, DPF7+AiAFd TD 9E POSSIBLE, iliOUS.f33 _. ! tre' _., _. SRACMG itDTAlNtp iiSWFp 5AGtOR $1H11 NOT Y ,rT' - � LF55 ',14A1r NttaMUM SPACINGe4DltbiEO - ..... "'. FOR EACHH ANCHOR.>kPEDN t#e5 SCHEDULE a' f.GG iA@ 3, x" �! - ��,�711 77 � I . 7 7 � : � , OR CONCRETE @LOCK aEOUNtEO f---C.E.i„ F i EO+ I1 CONT.. #.aA54d�> �LJ 1 �EX15nHG,_i . G ASS y i ay x y. s•wl� f >/rr a " 9 A-1- F, - I 9 gpppi ¢ EO+ { / 1 i e . ___.,L. __..! _. ' 4a=tD'P PANET,MATE PLUS W/ jE"0.111, 3j3Y" *INC; NUT WASHER (9�.Y ,ZDLRiEp CONG1iETE OR CONCRETE BLOCK RE4t1FRfD WALL. bIOUNTi1yG IN�TION 5E,TION Si3 @ LIFE SAFETY PANEL INet111rrIN„/.. SCALE 3j8'><i" 0 N ,a �c'_N Vf6 0- . � d a � d �: a m I0)7 Hurricane c c c i C cvc•I•A•u .EIN€1L1, Hares: vtIiD F-7 HANG C7L1RE3 p• MU _ B, 1' MINIMUM T t 1. p.. EMBEDMENT Of TAPLAH AXCHdRS AND PANELMA' FA- E-2 HANG STORM FANEL W 9 .HIS PRODUCT EVALUATION DOCUMENT P:. : !N E1M E FEMALE ID & }BEWt"iE f1u5 INTO CONCRETE ACCORDANCE WITH ME. 2020 (7dh EOtTK`N) OF THE FLORIDA BIJ1t1XCpOE.( f D.) tLAs BEEN VERIFIED FU1? COMPLIANCE ) BLOCK SNAIL BE F t/t' DE$ION WtwD Lb $ s R tp F rT F T a' AD tVdL. BE s`TE c'R?tANNEi) AS PE SE:C'Ci1pN 2A)d HE ABOvE MfM(ONED GO B.2 MfM!MUM EMBEbMEN 0. a X 7 DE, tl CALK -IN ANCH©R5 17' N R / / sHAu t� 5 /E #NTp tp G EtE A Wt P R. G FDR NO S EED AS E,DU1R£p THE JJR N W SE4 WI BY N GfXCtt© )lERE THESE UTtERS ti BE t STAk.l. D A '. NO £M INTO ANY FINS M H ATERWL. SHALL BE PERMITTED, FOR A DtREC41DNALFTV FA T N.f. BEOMENT 5 FACTOR Ks�0,8$ tFSFNG ASCE 7-ISANDSHALL NO EXCEED THE AW1ttMLFM (:. A S<D: ) 1 " 0-20 K @DET$ e SSSt CWAc.. W d USED SHALL BE LONG THOUGH s. OE1LD ANY FFN r Stt MATERIAL EXIST) TO tiEStCaN PRESSURE RATINGS Ud DICATEp ON SrtECTS 25 .d: 26. ENGAGE 3"I4` INTO ANCHORS. IN ORDER TO VERIFY T'ki T! ' E ABOVE CON Oi ON, ULTIMATE DESIGN WIND LOAD. DETERMINED ASC- L PER E 7 tB F SHALL BE #R Si REDUCED AS:b. 0 StND LOADS BY MULTi. PLYING D THEM 9V E ! TO E1CM RANG,. N ORDER TO 8.3) IN RASE THAT P PRECAST STONE. OR PRECAST CONCRETE PANELS BE. FOUND ON THE EXtSTtHG WALL TO COMPARE THESE WJ MAX. {AS:D} DESIGN PRESSURE kATTNO5 MEPCAYEO ON SHEETS 25 R 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE M#JN STRUCTURE BE,aE;NkT SUCH PAWLS. Ad,"C1{OIW;E S!iA11 BE 1v* METesiONED IN B.F) AND k1 8.2). !N DR � � DER TO VCR!FY TItAT COMPONENTS 0 ANCHORS ON THiS P •D. A5 TESTED WERE Np.T "eSSli OVER STR- INCREASE !N ALLOWABLE STRESS rT1R WINO LOADS WAS NOj, USED IN THEIR AlaALY$15 FASTENERS SPACING TO W0p0 F[AS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 7O'•5- tCJ ANCHORS SHALL BE INSTALLED FOLLOWING ALL 4F THE RECOMMENDATIONS AND SPfCIF1G4710N5 OF THE ANCHOR'S MATtUFACFLIRF,R. S76itM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE Ii0.S BEEN VERIFIED IN ACCpRCLMiCE vmTri SECTION t626 OF THE ABOVE MENTIONED CODE AS PER rf?i€ 'niATKIN TESTING LABORATORY. INC. REPORT E 2032, AS PROTOCOLS 1le-20 i, ti R SMAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER T AS-202 AND 1A5- U3. TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SH n'TER 2 6 L 511ay.L ONLY BE ATTACHED TO CONCRETE, BLOCK n+is rH c OR WOW FRAME BUILDINGS, 2 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON E OUTSIDE OF THE OPENING a.'E$S ;CINO 'HE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LN-F'HIS APPLICATION IS VM )D WHEN INSTALLATION 15 INTENDED YC BE PE RFORMED 12. THE INSTALLATION CONTRACTOR is TO S FAL tiWi.K ALL SHUTTER COMPONENT EDGES - / REMAIN tN CONTINUOUS FROM T}i INS IDE SIDE 0F STRUCTURE . : CONTACT WITH THE A -DIED 10 NT tN N INTRUSION GYG PREVENT W. D/RAT ON CAULK AND SEAL SFlUTTEA. (RACK_< AU. AROUND FULL }, SERIES 1000 INSTALLATION isAPPLICAAPPLICABLETO S1NGtE AND ,)RUBLE HUNG STYLE WIMOdWS. WHEN +NSiAiIaiTON 5 REQUIREDED iC• BE LENGTH. PERFORMED ORMEO IRON THE H•i57Di OF STRUCTURE RE t3 STORM PANEL INSTALLATION SHAH COMPLY WITH SPECS INDICATED IN THIS BRAYING, D RA G WYNFLUS ANY BUILDING I AND 20N NC PR TH .WR!biN-CT10N WHERE ERMR P IS i , APPLIED O a. SERIES 2040 INSTALLAildN 6APPLICABLE Tp SINGLE AND DOUBLE HuwC AND HORROMA; Sl IpERF. STYLE WINDOWS5 WHEN REGREGULATIONSOY1DE�n BYE iNS7AtIhYIOW IS REQUIRED TO BE PERFORMER FROM THE INSIDE Of STRUCTURE, tA. ATRIUM WINDOWS AND DOORS INC. E - 2 HANG STORM PANEL SYSTEM- 15 PAtEiIT PEM>V'p- F S ALL ALUMINUM IXtRUS 1 OaS TO BEby 61-T B AU.#T AND TEMPER. (UNLESS OTHERWISE NOTED) , 5. o THIS PRODUCT EVALUATION DOCUMENT ( P ED)PRE PAREO BY . THIS ENGINEER ^OEaI AND DOES NOT . PROVIDE INFORMATION FOR A SITE SPECIFIC PRQlELE:i.v, WHERE THE SITE CONDITIONS DEVIATE FROMP.Ep8. A1.L. ALUMINUM SHEET' METAL USED Al CLOSURES SHALL NAVE 3105-H14 ALLOY. (o) CONTRACTOR b0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION WGLUO'NG LR'E SAFETY OF 7. ALL Si'FEL SHEET METAL PANELS SHALL HAVE STK+UCTURAL DUALITY SFEEI.-. A5T41 A -BSI GRA7c SO Min,- .t1PfMTEd "STEEL ?Nd5 PR(IitUC!- BASED ON THIS P E.D, PROVIDED HE IZE DOES tdOT DE?+IA ' i:RtJM. iN tSiL E CdN DPODN S O&.7 MItD 0N DESIGNATION WfFp= 58:5 kat (AFTER ROL,LfD)THIS DOCUMENT CONSTRUCTION SAFETY AT Ai 511E IS THE CONTRACTOR'S RESPONSIBILITY, 8. ALL SCREWS TO D£ STAINLESS STEEL 'xOa UR 318 A)S, SERIES OR CARRdSIbN RESISTANT COATED OARx'R2N STEEL AS PER CAN (<) THIS PRODUCT EMALSlAT10R DOCUMENT WILL BE CONSIDERED INVALID If AeODlFFEit, 50010 W/ 50 N A E YIELD STRENGTH AND 40 Po Tc N S1 LE STRENGTH & STALL COMPLY W/ FLORIDA BOWING CODE SfGtiOatat t.3.3.4 L.) SITE SPECIFIC PE -p Li C PRtTaETS CSHALL BE PREPARED BY A FLORIDA REGISTERED ) EfaGiwEER OR ARCHITECT WHICH WIL L T° 7 BECOME THE ENGINEER 5. BOLTS TO BE AStM A-307 OALVAN!2W STE}»t. DR A!51 304 SERIES STAINLESS STEEL. WITH 36 ,cef M1NiMt.ib# YIELD STRENGTH VEER OF RECORD (E.b,ft,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENC>aNEER Tp THE P.E.D. ENGWEER. SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW aR d 7p I� RdG PO. T t) _. Ems__ ._-,S.Se ^ e THIS F.ESHALLPROFESSIONAL L BEAR THE DATE AND ORIGINAL SEAL AND s#cruTUFff OF THE - () D. ENGINEER OF - I +'a TAPCON ANC/TORS D IT i I I 7 As MANUFACTUP.E BY W_ BULDEX. NC, (MN. rG=3i92 -�;. RECORD THAT PREPARED ! a 1 4 X 7 $' CALK -IN ANCHORS. AS ANNLAACTUREO BY DEWRIT INC. (MTN. 1'­3 1 t8. STORM PANEL MAKJF JRER' LASRALE BE BEL LOCATED T READILY VISIBLE 1 - 0i4-10 PANELMATT_ FEMALE tD $ PANEa:41RTE PLUS ANCHORS. A5 MANUFACTURED BY EiCp CONSTRiJC`TK}N PR03th-1SWITH. ACCORDANCE WSE4SECTION17p993 � OR!OAgAT STORM �LpWG CbbE. O'+E1A@EL SHALL BE PANEL I PLACED FOR EVERY OPENING tYc+3350 4X-1) LABELING TO COMPLY WITH SECTION 1709.9:2 OF THE FLORIDA BUILDING CODE. 0.9) M{NIMUM EMBEDMENT OF TAP't0lt ANCHORS R3TC POURED CONCRETE STALL BE 1 3j4' AND 2` FOP P&4ELMATE FEMALE ID a PANELMA. TE PLUS. A2 MI NIMUM ` ,MUM EMBEDMENTEMBEDMENTOF 14•e IL/ $'-!N AN HORS SHALL E 5 7' " INTO / / :TALK C B I& D CONCRETE NO EMBEDMENT INTO ANY FiN75N MATERIAL StIfU,.L B'i PERMITTED. 1 j4' P-20 SS SIDEWALK BdLiS USED SHALE BE LOtlp fNpUGH(SNOULD ANY F1N!5N MATERIAL EXIST) F¢? ENGAGE :/A' 4taAF F ��f INTO ANCHORS, ANCHORS. �� fl M A.31 IN EASE tHAT PRECAST STpNE, PRECAST CONCRETE PANELS. OR PAVERS 8E POUND ON 't!f EXts41xp WAE!. OR 1"��+!'',. •. /�, FLOOR, AWCHORS SHALL BE Lpt'Ki fNCtItGH TO itfACH F!tE MAIN STRUCTURE BEHIND SUCH P.L`tk2S ANCHORAGE SHALL �. �j('rEN.t1., • t](1 BE AS MENiWED I!'t A,) AND IN A,2).. � '"K` ND.A4167 (B) IS7_EXt`.ININS C4PEtGBECE..@C.Ss;A,",�.�U,F:. ., �F :` s ti' 'fr s. - 1 j4' e TAPCON ANCHORS AS MANUFACTURED BY `s T.W, BLAL13t'7E, INC z FLORIDA BUILDING CODE i'R h YeIPcItY NurrlCone tan* - !/a" e X 7/8" MA -IN ANCHORS. AS MANUFACTURED BY p£WALt INC (t'm.ISC)LY p.3:L) .�..Q., f• ''At72v mFEcp, Prc. F.A. - /7a-10 PANELIAATE f'E.MALE . tt5 AND FANE}„MATE PLUS ANCHORS. AS MANUFACTURED By E1GD COtiSTRl,'OT!ON •--. 'r F'• �lt�ial�°-. /xma -''�+ � 20 GAGE GALVANIZED STEEL STORM PANEL DPAyn, er, 4 PRODUCTS (rm®ZO 71 p a T,) ' @ - - °,-.n't` GLOBAL PROTECTION PRODUCTS, LLC. °'rTA Y.��trz�+Ftdd =� F. Ra► Y f N C �\ +8,7a 5.w, 51 satBi.; t [ *1u kYcawn a cNOW1Et:Wwo coMPANY Fard. r ssa+. ' !r ar, e,. a am wamu avaaola. n ula r-N,WE te3Aj�-7*�. xsY: yus.)saP-TORT 20-175 leeu : iPaA MI -fete fa RPN h,-Itu, P.f SENJSNRNTUIIEr(MZ iA-0p06711 ��G °b'. LXaiTal A'fRLii .x, PL. 4a t>-+sY - - TuslaN Ue. ia,e; � araEi Y, w m BLOCK EACHr __ L. 0-11 CD CIO I POoRaim RaCK m O_ � PANEL LLC. VIEW U ^^11 O —2� W O 5- = O Q :11 4 C MP N S FOR SERIES SPANELS TORM ._ (SCALE 1/2a1") d w7 OR W/O 6 Eq vxaFL SHEET #!#.,• 'S,YS �, 211 4 ar, 24 SCHEDULE am �s dt 2a �� (� NOT[ 5 BELOW) z /24 T /z4 i�°�, P Atrm.) 10 t�F Kli'i€ s tEhDWi CONCRETE � ram/ � . j UfNr.'i±ETs AtdGtN� s• uue. ,x.. ,......_.. 2591 -__._...__, as � / 3'/24 � t6EE rmiE 2 9EL ipR coNCREie ANGlaN'i& 3LE ! - - �'' "'�^i tsE'sc:tR.Duti a1 sHEri 25)— , a"" `. T" sr . om �-t_,. _ ,.--____ _.__ (Try � `"-'" t) • � caNni>E waom d w: 6sz s4wAAc - —_�:D. t.mu .- n : v. _... 15.796'(TOTAL lWW7H)_---- _. _._... -...-7 ..-- _ _. 2.250 -^--2.957'--- �. - .. I. ��#+O: ,azx'SA,s# lRi EDR0.a4oR �t^`2 ��^` 'T#AW1gRII Fr-"i;� Grx. ,..._._______ _.__- -_ - F2.50D' (EFFECTIVE WIDTH) _.. _, .. _ _ _.__ _ ' 1 � _ 1 , i ,_d i : i ': ! I ' f. !. � - �'�'y---)iN"' SJLS.p =an y,LMfSt) �\ '.' 1i 14,- SY5 --,.350'-� -t. ^-- •_ 1 JSp`..- '\.,SOD' i Ii " i ! ` , �' jj , t , : ,' I i - Ina ! I i ! � ! ? I i i s I I t i � rcuaND `. ! • t i `.S � =_ REaa,n � 11 iw s'e, w so I _»A 'i f j # I � �I � i ! i I .f - I k 1 � EV j , I I f 1 � ,I - ' _ 1 I I V mNac>r I i - I i I' I f i I i i 1 ` ! I i i I ! 1 # 7' , I 0 5 075" I i I i I I I I el ! - I 'f I'I i - i 2.5� 1 I i I ��, I I , I I � f 'I i .4e n, t. t ! i I 44 i ... W I-- , I ! t i 1 ! T I I �' T I j I �" t I i -a� I� I 1 = I, d I' tt l 19- YP� {4 I I I I I I I I I tSR 6€F+4, t« d E� 1 f ! f I! �' I ! 1 I. '`,a s'*--.L-_I__._:.___. J. .___._....�._�L�.._.-,..._>.:-�.._4..:...._-____....,. ..1... �. 1.___v.i_.t_1 : ! 1 I 1 11a1•SLS (Sk£gLlMt / I '! `> : • �' D.oab' un1. rtNck H•' EaEMtD :- y s,so4. I� i 2saa I z�•�,-_ . ! 1 ,e �-� ,a<_a.i. � �.. _. � _;_: t I I A� , �Laa{ ,J I � v.�-ter•• I 1 ,-L. na o. d 1 � , laa,• .r : F,657 Big a __ __ _.'I- .,, , _,_ .. .'_ _" ,--�`__` • .. ,....,.�.., _._. _ �. .. ,,.... .. _... _ . -..•_ -1-1 .._ 50 X 2' T t _. __ _... _._-.._T... _ _ i I : l F , 3'„� �.. r 04VM112© 5'!EiL E4GE �- . I '. • F , ,. r + -t' �' T r , � 'T : , i , i 6p R i. r.-� r T r . i.,.. ,r. _ _.rr_.. ..y..r-,_-_:� ! { _ _ - -_ eWS MN xe ,.. r� 1 .-_- _ 2.400" • • As _ 3 ,+ � 1 Ri':-S � ?.2a4 i P ttll¢ PANE:) I (MION¢R PM1Et) 7 KiNhA4R tkRER3pR PANEL) I I ( '� 2.alr TYF.f'ASTeeA6S3�',,.�I ' (DID PAne)(EN;I. a1(mEi+laRIjtNrEP)t!i.,._...S_)1er.nwmrta�_1HEMMED>T (7,(}I�,C4 DETAIL:++ SEE23. i DF1OYI!±=!Ii'I SEMarc.EF.LGeSEf23a 9EloYlI.JJS3e+,'`-;.✓\1ECOE IN .,.`RM1E5oeNMwN���—�.�:;I,,I:Ir ,:•#II'if) i,��i"I,I1r;7I,'}i,jII1`�I�y�LaT]KI«`o-,�e,`qnsG-60GACV.�.FI�!![itIt.1I,'II1'.<,,IE( I,I�=i4�1'iZ_.�!`_T,}�,QC4A11A�a.as_,II�(I:II!1s1srI11t•,t •._1Iinrrf aDe+n.�r-'S,RrP;L_.Y'lli�II€as,!..€11,({!!tI:,Itf-__.-__.._._..__'.:.,.pf23�If�P1t14(IiI�1�I1I.I]/,CNum.PUP1!;�:Ap#;.�'irPII-;I{!I;�!i,_!1 -t asp•..::!<~,.abn`_�°`,��,,!` ff#'.1!��iTEoPAr�EsW/`a!i1tf•t_!_,V.hRE1!i1:,[(!,�i1r Ear!,.ro".!i ..___---___._-•v..�_?c,':1DOLTt2)W1I;[I+az4a3/'+:us,!----f't1I� -41 E.zsp---'-23p a.alp—,^!sE,,!1I.1,+P,wus,/i�1m.)1+��w'`��1tA if3Nn.,t c.etC.,�#jJs"s1••�!4,�€��;E�((I�4Ji�N9.W(.�_._.I�..:_...1 t + :1_1_� ! � . EA ' --,� ..i_n_ T 5 a � A ( t 1 (-}t' STORM PAN EL _.._--z,a7p .. ,. � � ! 1.1..5 .� 111 .� 1 � i � � �.1 ' I ..a -; + . x erc us ,: �..__._ �� �v ""-'"�"•� r �sr! y.a pi tF »,S_... L ,_.._ _ „�Ffa, iR k ,t:,- f '� T"'( , ; .i... rY' , ,2 _,. - i4 X It" T ,l.,_, T ,r{I. -..... q.i ,. r. I... .._...,.i. I.#. .{ , .,. aY _.{...,, x:., I I .i 1'..'�1i i�p Tr,-3..T 77I �..T_Tt +I.,.¢.3. �-.11 ». t� l , T I I (i i , i i III {�-�j-�Ea l i ! d I , I # i ; ! � l , (I i , ' ��' 1 11 i l � i, 1�7P{ I I i AIL 1 � ,�� ..I ! 1 {jF i � � � � �'• "'I_'"' � 1 02 r� (� t ( 9� f .d ! ! � I , � I � �.I I � j I -(��' .1 d [ �wj ¢itY_._._,._____CI �.!3�iL_ Rp�ERSEp�" TRACK4_:/AeUa.Tj;ACiC����Ui-E!,,�CJ.�.s_sLyIi._i�i'�isEr�Rtw,_tA!1{_°Li--'-`�'�r1.ARC.MATs i�vp.)I�LonsHrETmsi 11 ,p1¢fscwrau>g!P/wAYE'.SFNDit�,.i-3•..-•­",,,.3•.-�-....�-tr..,..m_.u__t€}iCR�Wf`71(s"f-'.�V1'NhiEPNiAN3iFOR COMCRET11 -:._.__,__,SEENOTEa6F.:LOW_SEENOTE3:���f y!,y5eEscl::lw,tE''�''I>PaF�WH.'.�''.�'-Mw.'- I----:�-,A*aj2'tFIB'�')I+�51w��zas�� TONStN.ri2s'/P'A1,tE'0 kiDOE.f-.,j-•.250SEE sEGTnN<plc51lEiTxa���iu,2iE'RF�M4Et.OcaTk3Ni e7 - i To cLAss. � i Nur l � �o �� i A [ ,' Lac - SOt#iRtEE S8+ a+tEif Ye; F>bI WOOD SCREW- Mw. �Y HEX t fb '3a 4V041114, rb'si,3 4 -{ _ � el � I >9 (3Ag. p F ! � r ' _ 250'e--._!-_ 'i $$€€FF NOTE 3 1 OR PANELS is. ; tsar PANELS ' � DJLRY OVERLAP I � ' UARY PAP. SE INSTALLED AT 51 m vv I Iva FAn stP,twnorr I FM✓C wr, e � µ i t ram; revF�r T� ifi Rwgp}Y• / f -,. , l,. 9ppW � OR � NJ OR W/Q 6� �7 (� j4 I t ! t / � / _. . �.. � i 813"I ! � • UST PANFl F� TO BE W5TAtiE31 AT EF+^I! Y OPENING EL914L6 Ii,�YS l� PA{NG)EO Wef H 1 j1 I I 4 I'•{ I 1- i - - SNN.L I 4rfli.Y r j' F: •r ! ' ` � �-�tO.p$' OPENINp ALWAYS BE ✓ W - i ! - I I t $ , i I / REAR HANDLE TO FACiUCAIE 1NS7ALSARON 4' ! ! , -, 1 I ErD+Y � ' �_. / `�,�� %/ •--- - : REAR Fl4"XR.E TO FA^..n.gATE FdSTMLAT+ON ff INTENTIED 10 9E 615TAiAEt FROM - --- -+ f___ .._- '---"i = -=4, g I i2 I 0.254'� ` •. -. h I -• > � INSIDE pF SFRUCIURL I3� - � c'�v� � a �•-- I j F � 4 � —.r-n - � i (,1 rr '�. ! ly5- .' I .125" 1 - ! � MSIDE p' STRUCTURE. ! � i I � 1 i € �' __L�}, L�t--.a_._ _.. __.. a) I # �I y i ii MENDED TO BE WlSTALLEp itKN! I - 1 4 � i. I ry I SLYlL 3/32' - t• _ SCf3E 3 #^ � `1r--� _ _ p fr'�. I- ._. Q-' � 13.750' !.._I � _ e. -� � 8 � � f � / ] a �'wum t W I I /^'^ � � 3 1/1, MEMMc ( -�--" i � 1'/.Y-AJf S r' I I 1, I j 'F i II r-yli' Mu. MP 1--rJe' Mw pM Fr A• Nnx GAP - I I � f wl �r i I �Y', pal+ �i!]NLIIEIl2FY VIEW DETAIL . -A 2.000" �i �Qt==Z=] � ( 2:�0` I� - �` �3 -. --- - f� ! I � I F t I � r' � Iq'. Y Nm:1 � I � 1 C.� t ,;: f \ � } � 1 �� N y �a�.�a ' / 3 11 v ROUNAED CORNER P ENDS OF PANEL'S ?2-_��I1OR�WIcWWJa®.���A�hA��t�-n��j�E��!it��I1���"-"i 1 ((��JJa`I�..j��4I ENDuP wHeatMED EDGEa5D" LJ11.,,SEGTSO�'A,�4-'ATEN4n>wns)a���i.t"��°����#t'L(N.T.S)1_�_� .,. ?5" - sC1tE' 3/32` .. A` � r �"a {{ 1 GpMu irc Y ,.. 1 ' � - "-_. �. F" .-. - j SCALE 3JSx i CirL€`3 Bw . .._... ___..-_ OWCK t, � � 6onc ---a,op4'__-- � (1), f�F.IHDI� SFRij'S tone: E - i HANG srdaM PANEL SYSTEM cpNs,Snraa OF PANEL r I .,- �...> '= ) I "Ni ,,; ITAP•) ..•.-...... . -5" Maa. -... _'. 9'OILi� ,font. 7RACK5 AT 70R & FANELMAIE PLUS OR ,S` LONG '� •.: _T eevwlKrt rs �- _,.; 7 1 { :;'�-: (-r/x^e-�J. � `s L .- /..R-.,�„„- ft}, D:Ef19R4pih_OE S #FR ro4: E - d HANr. SNkNt PANEL SYSTEM C4W5kS!hn: OF YAI`tGt , 4?1:AT £147T'fT4t W/ P?NEikiAfES, I -' Frx r3o,N• Ms �se z .._-I � - :._.Co---. •J 1R^«:v�'.Na BLaCX -,A:.� r � - icc xnrn »la/sY• 1 �/ a +Oro "" �PR ' 9 k - carn`�it.Ta- PANE -�"`�'``""'• ,rdr M+ FrY"ssanM' wav ram on Cant, TRACKS TOP h BOTTOM, _, NUF va '"..'",. ..".", N � r r � ra n u (?). END PANELS SHALL ALWAYS BE fANtaECTED T4 N0 31LL WALL . BY' MEANS OF ,h'a-�✓•• m m i a';,. _- ��� /^ ,' F mod''" L13iF3XL'+, � �H � PANEA.MATES 1JR: IF USED NITLY W F5' LONG iW,GR. AT EiOTTOM: ENO PANELS fia,a��w t�E • � ,•, ' � rvnsm.'Fe � `T �la•..ams : i �'(ytE (2) 0 PANELS Si{hLl. ALWAYS DE BONNEGt£i5 TO BOTTOM TRACK O'RtE7+TMNrsE A STOP MR / � Aercsgn *am', ,xi acxmw,e rare F vcaml ,5, W 7r " r3 2" sca mlcMn,e. ` '� '.. 1 T a iYli)E � S!MLL BE PROVIDED A7 TCN> OF SUCH PANELS, SHALL. BE CE1NwEC'TED TO 2 W/ 10 'a-2(tr3, A / �j �RE'F mNr:Rnt Nwaa: r � Wr `we O'+ *�T '�> � s ,.x- ac. 50+31-TS Alum. ALLOY WING Nui OR 1 A'e-20R3� Min. ;MBSCREW #N79 TAPPER �2 (EiiOEPi AS oN sHacr rs1 �: �^ !4' " (1u s4NmnE .--' s--g,p •� P µ edlarmN) {^- T$5' (3), It ENO PANELS ARE CxJh4*1ECiCO TO 8011DM TRACK, 60NME�ION SHALL Ci1N5157 OF i)F.5CR19ED ON �E (3} LOW), *1 �Yn. �LHBI�.��. MG E {f` [MST, ax ax[ct xl1 em• j { t/4"a-20A3/a" M S Wj 7/B'*x3 32' WEND NOT OR iti'aA3/4' M1n. THUMBSCREW WALL MQUNT{Nts` is�T'. t /'�'� fN10 LAPPED BOTTOM TRACK. TIDN pF FASTENERS tAAY BE AT EITHER OF TWO (3). FOR CASES MIEN END PANELS ARE LFS'E Jd1NTiY Wf t$^ LOND 2 AT 5ECT1{�N �� `v �� E%TfRIOR FLAT RANGES OF ENO PANEL OM Bf1T ENO PANELS ARE Md' pONNEiT'cD TO BOTTOM TRAtt( ? ,�STOP BM SECTION 'I' �___ � ©I SCALE a/aRt' fL�i.aLSL.GEIEING Aat�UNTING IN5T BUIl.L!-OCI'( MOi3NT#NG IN'ST. I Bj Swu.t BE PRov�m AT tar OF SUCH FAT�^s, sor,41. NOT 11 COMOM LE 316=1• � TiOu �' (4): IN CASE THAT ENO PANEL: tdtE NOT CONNECTED 74 OLYTIDM iFUCK (Le. A STOP BAR (a). FOR IN57A1,1At)DNS WHEN ENO PANELS AND Si+l1E INTERIOR PANELS ARE DIRECTLY G tiH3 t* � xmc ,. 5� 3J8>!• SCALE 3/8.1^ � m `!# I_ r5 ONLY USED AT TOP Al L£ASi TWO PANELS SFtAL1 � CONNECTED 10 BOTTOM TRACK � I ) MOUNTED TO EXISTING SILL WALL Be' 1'IEN#S flF PANft)dATfS, ONE INTERIOR PANEL �-' '�dD IE 5fi 9PEta:N}41itgS A`t0 pE4Vk+EYCNFS pCA I--T�----., lFyMu,N USING SPECS MID�ATED I.,. (3) ABOVE. 1N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK AT BOTTOM ATTACkt!NG BOTTOM TRACK TO WALL �- I usE of �t a ai TF� as A5 q(1NFNFlENIy/, o I Ii II TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W I tN !A o "; � � I i I 'ttiR A„ �� / TWO PANEUAATEs FOG_DmwG � SHOWN ON E€£YAi70N r.Nd W/ �3 , r- n� � � ,x „�, , � u= tp � (t �+�e� :o �` o. ,a �p A. T)// �� r (5) SEE BECKON i', 3' & a` ON 9-tEEi 24. SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE DISTANCE. FOR THIS CAS INTERIOR PANc'1 USED Y WJ 2 �"LS $ t z � i AT oN tppp 0A `d� *(/ ,^ j 7SD" i t -i hOs,:• (TyP.) �'•''• J (�} it }n �:' ilCEN 'A ttatNltlNwfiti #!� SUCHNTHATTAAIACEM PAN @ TO LEFT a RIGHT SIDE 06 2 ISPANEL) RAVE INSTALLED 5 ta65Jt.,Ais7N mK oN �+6:. L4. `���,t�1P,•••• �E••. , j y LLI i � N "' �•`:� R OVERLAPS RETAINED BY III: . = (High r tip ) � � � � ( xM,o.a : �• aS'L(-' :;���: T NO. 441&7 ° g y sP�'�;• '� TJ'"�, (J �.us Fdp -: � I = - �` � T�7' •' FLORIDA BUILDING CODE NI-fi Vsio41: Hurricone Zane t ND.44Tg7 .. Q -1 L _�� � �•: �R�,Etd 1/ •� ,TIE, z . �--- { p Toa « ATOM ,aeuxTarss c,A, � - (High - FLORIDA I � FLORIDA BUILDING CODE HI h Velocity Hurricane Zone � - Tk.; BUILDING CODE Ye oc H e Zone) : � - IN Ax* WAY m wrt ANY • z an j � .750 ------ it ATE 4F .-'a- = aoao Rocco. alc. 24 GAGE GALVANIZED STEEL STORY PANEL Fr. -. %aD. 4 1$LL 7 Pwm m'�Q' "� 20 GAGE GALVANIZED STEEL STORM PANEL. ia. NITNIATIBN " "4.- STATE OF coo mTEca "�. 20 GAGE 1GALVANIZED STEEL STORM urn FP •q I 3' Mox.--{ yP'• .- � awWN sr : /•-. * -.. oFMAW sn � �� :90•'•. F Ate 'cone DaaN m . `'.,�+C�. QHIU ..�-_-"'"""s,,,'.Y. ,'- ... I o>JaaJswa '� * L. `��. m/aaf'mxv .QQ�I�..1. C�._3.,�,_! r.¢ ' t� � { -- � ;A,� �._...._ o>r� z ,, S •..•,...��' GLOBAL PROTECTION PRODUCTS, I.I.C. --�'. STAT OF _act' _ ? GLOBAL PROTECTION PRODUCTS, x ...... "" GLOBAL PROTECTION PRODUCTS, LLC. / STOP MR ��,, N AL t 1 L ! E C O 1 Nc �. .6Go s,w: sL STREET ... �" soA1.E: /2` . 1^ V s>.axT �;. -c .*` } �+ /I� Z % :�2%.,1.M:��• .� _:NGL_ R ' ..�.,.... ,.. -,... .,�_ i. ii: L IL 0 LNt ��' 3 A F � S1 � � � {` :r!■��w��w,■tea ��1a'' h { .. .w:.-. £ R R �a lY.tE: 1 4� f y... ,j'i®`• /-� � .; lbto s.ac aF SCRIBE �'. INN i YF AeOp s.w. ea sTaR�T s s" LONG �Nr uauMlFt ntttr tFsnwa a FRaNecwno eouPANY cA+u: rt auu �, ..( D IO , a� Trs a ENIi coMFARY wwE, n, Sara r ,, . , a' rnssr TrsrWlp a ENONFetrt�iNo COMPANY taFlF, PL assr. g3_... Alum 4 }x�R �,. a «.. as, a A+ao�a �n,u PNmlE: ta'sildaa-]z+s: rAx: (sar)aeP-eaa> 20=176 .� ��+ «..... •`�C3 �°' J:�� P• :ua. Na, a+awmra +� a+,ia w+aa: lPSsivAu-]s+s, Fm:. (Rsa7�R-6rsr 2b- i 76 r , . 2D-178 Q� 60 Ta. u,. ALLOY _a.. Rca�aaFa rmn. : na+.- a. - ': ,a +u... mleole. ..Na oNwlnG TILT r>ir, uCrlQF11 ,. �^"�6. cA-a¢3En,a -/—• IXwwmar rw: mer. FM. a+a+'. ex DkaRNW Ns; NP . *. A..a� wroxA, aroma 1�, Iv FlA">a€. P.aiFeR-?SLAT. FAY ttFeajB@R-P]Ga -.* as eT-.w a P.�:; iacat exca-�sata � m- a.. + aa. .,.I .d 5ENf"seactiladE/DAte' YULTLW A R{N Jr., P,F. ' a,A •.,_,+F „r'eJEeET xx pi x« /NAND Nt#M .£. SENy"LWNyiURF.IIWaE � �WAv.TE« ,kAn_as), � •--..- P�E SJ:yINaiATUflEj� MWiR ?ULR J-. Pz. o awN ;, eassr x3 CF //�'�t W i<e ] ': - • - - - ......,_ _ e eNFir m aF 2e i SHEET NO, SH 1.2 b+-Sr s del l I 1 1' (14-10"a RANE.MA:TE PLUS Wj ., ....'.576^0 , 3132" waRD N;n WASHER 0 6 Tta" tt{, P.013RER CONCRETE OR CONCRETE BLOCK REQUIRED WAUL-VOUNTIN �E�eT14NI5AALLtT10N a REGULAR PANEL SCALE 3/8".t" - Ijb t/A'e SEE SHEETt4 ! 2D FOR AwC1a7R5 TYPE A �� 77R -_� P�VR°iLdE 955CiIP, FOR G+SiAUA1101E INTO WOOD FRAME FN3:. INu Na3MW StWWe t4.) 3 1 1ltlJALLW AHC11OR Q`/'LitiCS XiP fWNNlUM Corcavr tk,) d ] EDGE DISTANCE ARE Na0moviep C4TE0 ON iFaTS `aP•a6WANM SCtifD1AE Fffit F.:n. tcS 'D#N N•2.iG,TED ON iR.J.ah) BbdWVWVW�Naj 3 3 Yf3 SC+LLbULE. RiafK£ ANOHnR iPAu'THS iW MULTRYYPlC SPAOWN.' SHOWN Ox SGWEWLL #FEINT EG (714E MCNII BY 71iE FOLLOWING € FOR Fltx' �, DPF7+AiAFd TD 9E POSSIBLE, iliOUS.f33 _. ! tre' _., _. SRACMG itDTAlNtp iiSWFp 5AGtOR $1H11 NOT Y ,rT' - � LF55 ',14A1r NttaMUM SPACINGe4DltbiEO - ..... "'. FOR EACHH ANCHOR.>kPEDN t#e5 SCHEDULE a' f.GG iA@ 3, x" �! - ��,�711 77 � I . 7 7 � : � , OR CONCRETE @LOCK aEOUNtEO f---C.E.i„ F i EO+ I1 CONT.. #.aA54d�> �LJ 1 �EX15nHG,_i . G ASS y i ay x y. s•wl� f >/rr a " 9 A-1- F, - I 9 gpppi ¢ EO+ { / 1 i e . ___.,L. __..! _. ' 4a=tD'P PANET,MATE PLUS W/ jE"0.111, 3j3Y" *INC; NUT WASHER (9�.Y ,ZDLRiEp CONG1iETE OR CONCRETE BLOCK RE4t1FRfD WALL. bIOUNTi1yG IN�TION 5E,TION Si3 @ LIFE SAFETY PANEL INet111rrIN„/.. SCALE 3j8'><i" 0 N ,a �c'_N Vf6 0- . � d a � d �: a m I0)7 Hurricane c c c i C cvc•I•A•u .EIN€1L1, Hares: vtIiD F-7 HANG C7L1RE3 p• MU _ B, 1' MINIMUM T t 1. p.. EMBEDMENT Of TAPLAH AXCHdRS AND PANELMA' FA- E-2 HANG STORM FANEL W 9 .HIS PRODUCT EVALUATION DOCUMENT P:. : !N E1M E FEMALE ID & }BEWt"iE f1u5 INTO CONCRETE ACCORDANCE WITH ME. 2020 (7dh EOtTK`N) OF THE FLORIDA BIJ1t1XCpOE.( f D.) tLAs BEEN VERIFIED FU1? COMPLIANCE ) BLOCK SNAIL BE F t/t' DE$ION WtwD Lb $ s R tp F rT F T a' AD tVdL. BE s`TE c'R?tANNEi) AS PE SE:C'Ci1pN 2A)d HE ABOvE MfM(ONED GO B.2 MfM!MUM EMBEbMEN 0. a X 7 DE, tl CALK -IN ANCH©R5 17' N R / / sHAu t� 5 /E #NTp tp G EtE A Wt P R. G FDR NO S EED AS E,DU1R£p THE JJR N W SE4 WI BY N GfXCtt© )lERE THESE UTtERS ti BE t STAk.l. D A '. NO £M INTO ANY FINS M H ATERWL. SHALL BE PERMITTED, FOR A DtREC41DNALFTV FA T N.f. BEOMENT 5 FACTOR Ks�0,8$ tFSFNG ASCE 7-ISANDSHALL NO EXCEED THE AW1ttMLFM (:. A S<D: ) 1 " 0-20 K @DET$ e SSSt CWAc.. W d USED SHALL BE LONG THOUGH s. OE1LD ANY FFN r Stt MATERIAL EXIST) TO tiEStCaN PRESSURE RATINGS Ud DICATEp ON SrtECTS 25 .d: 26. ENGAGE 3"I4` INTO ANCHORS. IN ORDER TO VERIFY T'ki T! ' E ABOVE CON Oi ON, ULTIMATE DESIGN WIND LOAD. DETERMINED ASC- L PER E 7 tB F SHALL BE #R Si REDUCED AS:b. 0 StND LOADS BY MULTi. PLYING D THEM 9V E ! TO E1CM RANG,. N ORDER TO 8.3) IN RASE THAT P PRECAST STONE. OR PRECAST CONCRETE PANELS BE. FOUND ON THE EXtSTtHG WALL TO COMPARE THESE WJ MAX. {AS:D} DESIGN PRESSURE kATTNO5 MEPCAYEO ON SHEETS 25 R 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE M#JN STRUCTURE BE,aE;NkT SUCH PAWLS. Ad,"C1{OIW;E S!iA11 BE 1v* METesiONED IN B.F) AND k1 8.2). !N DR � � DER TO VCR!FY TItAT COMPONENTS 0 ANCHORS ON THiS P •D. A5 TESTED WERE Np.T "eSSli OVER STR- INCREASE !N ALLOWABLE STRESS rT1R WINO LOADS WAS NOj, USED IN THEIR AlaALY$15 FASTENERS SPACING TO W0p0 F[AS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 7O'•5- tCJ ANCHORS SHALL BE INSTALLED FOLLOWING ALL 4F THE RECOMMENDATIONS AND SPfCIF1G4710N5 OF THE ANCHOR'S MATtUFACFLIRF,R. S76itM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE Ii0.S BEEN VERIFIED IN ACCpRCLMiCE vmTri SECTION t626 OF THE ABOVE MENTIONED CODE AS PER rf?i€ 'niATKIN TESTING LABORATORY. INC. REPORT E 2032, AS PROTOCOLS 1le-20 i, ti R SMAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER T AS-202 AND 1A5- U3. TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SH n'TER 2 6 L 511ay.L ONLY BE ATTACHED TO CONCRETE, BLOCK n+is rH c OR WOW FRAME BUILDINGS, 2 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON E OUTSIDE OF THE OPENING a.'E$S ;CINO 'HE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LN-F'HIS APPLICATION IS VM )D WHEN INSTALLATION 15 INTENDED YC BE PE RFORMED 12. THE INSTALLATION CONTRACTOR is TO S FAL tiWi.K ALL SHUTTER COMPONENT EDGES - / REMAIN tN CONTINUOUS FROM T}i INS IDE SIDE 0F STRUCTURE . : CONTACT WITH THE A -DIED 10 NT tN N INTRUSION GYG PREVENT W. D/RAT ON CAULK AND SEAL SFlUTTEA. (RACK_< AU. AROUND FULL }, SERIES 1000 INSTALLATION isAPPLICAAPPLICABLETO S1NGtE AND ,)RUBLE HUNG STYLE WIMOdWS. WHEN +NSiAiIaiTON 5 REQUIREDED iC• BE LENGTH. PERFORMED ORMEO IRON THE H•i57Di OF STRUCTURE RE t3 STORM PANEL INSTALLATION SHAH COMPLY WITH SPECS INDICATED IN THIS BRAYING, D RA G WYNFLUS ANY BUILDING I AND 20N NC PR TH .WR!biN-CT10N WHERE ERMR P IS i , APPLIED O a. SERIES 2040 INSTALLAildN 6APPLICABLE Tp SINGLE AND DOUBLE HuwC AND HORROMA; Sl IpERF. STYLE WINDOWS5 WHEN REGREGULATIONSOY1DE�n BYE iNS7AtIhYIOW IS REQUIRED TO BE PERFORMER FROM THE INSIDE Of STRUCTURE, tA. ATRIUM WINDOWS AND DOORS INC. E - 2 HANG STORM PANEL SYSTEM- 15 PAtEiIT PEM>V'p- F S ALL ALUMINUM IXtRUS 1 OaS TO BEby 61-T B AU.#T AND TEMPER. (UNLESS OTHERWISE NOTED) , 5. o THIS PRODUCT EVALUATION DOCUMENT ( P ED)PRE PAREO BY . THIS ENGINEER ^OEaI AND DOES NOT . PROVIDE INFORMATION FOR A SITE SPECIFIC PRQlELE:i.v, WHERE THE SITE CONDITIONS DEVIATE FROMP.Ep8. A1.L. ALUMINUM SHEET' METAL USED Al CLOSURES SHALL NAVE 3105-H14 ALLOY. (o) CONTRACTOR b0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION WGLUO'NG LR'E SAFETY OF 7. ALL Si'FEL SHEET METAL PANELS SHALL HAVE STK+UCTURAL DUALITY SFEEI.-. A5T41 A -BSI GRA7c SO Min,- .t1PfMTEd "STEEL ?Nd5 PR(IitUC!- BASED ON THIS P E.D, PROVIDED HE IZE DOES tdOT DE?+IA ' i:RtJM. iN tSiL E CdN DPODN S O&.7 MItD 0N DESIGNATION WfFp= 58:5 kat (AFTER ROL,LfD)THIS DOCUMENT CONSTRUCTION SAFETY AT Ai 511E IS THE CONTRACTOR'S RESPONSIBILITY, 8. ALL SCREWS TO D£ STAINLESS STEEL 'xOa UR 318 A)S, SERIES OR CARRdSIbN RESISTANT COATED OARx'R2N STEEL AS PER CAN (<) THIS PRODUCT EMALSlAT10R DOCUMENT WILL BE CONSIDERED INVALID If AeODlFFEit, 50010 W/ 50 N A E YIELD STRENGTH AND 40 Po Tc N S1 LE STRENGTH & STALL COMPLY W/ FLORIDA BOWING CODE SfGtiOatat t.3.3.4 L.) SITE SPECIFIC PE -p Li C PRtTaETS CSHALL BE PREPARED BY A FLORIDA REGISTERED ) EfaGiwEER OR ARCHITECT WHICH WIL L T° 7 BECOME THE ENGINEER 5. BOLTS TO BE AStM A-307 OALVAN!2W STE}»t. DR A!51 304 SERIES STAINLESS STEEL. WITH 36 ,cef M1NiMt.ib# YIELD STRENGTH VEER OF RECORD (E.b,ft,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENC>aNEER Tp THE P.E.D. ENGWEER. SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW aR d 7p I� RdG PO. T t) _. Ems__ ._-,S.Se ^ e THIS F.ESHALLPROFESSIONAL L BEAR THE DATE AND ORIGINAL SEAL AND s#cruTUFff OF THE - () D. ENGINEER OF - I +'a TAPCON ANC/TORS D IT i I I 7 As MANUFACTUP.E BY W_ BULDEX. NC, (MN. rG=3i92 -�;. RECORD THAT PREPARED ! a 1 4 X 7 $' CALK -IN ANCHORS. AS ANNLAACTUREO BY DEWRIT INC. (MTN. 1'­3 1 t8. STORM PANEL MAKJF JRER' LASRALE BE BEL LOCATED T READILY VISIBLE 1 - 0i4-10 PANELMATT_ FEMALE tD $ PANEa:41RTE PLUS ANCHORS. A5 MANUFACTURED BY EiCp CONSTRiJC`TK}N PR03th-1SWITH. ACCORDANCE WSE4SECTION17p993 � OR!OAgAT STORM �LpWG CbbE. O'+E1A@EL SHALL BE PANEL I PLACED FOR EVERY OPENING tYc+3350 4X-1) LABELING TO COMPLY WITH SECTION 1709.9:2 OF THE FLORIDA BUILDING CODE. 0.9) M{NIMUM EMBEDMENT OF TAP't0lt ANCHORS R3TC POURED CONCRETE STALL BE 1 3j4' AND 2` FOP P&4ELMATE FEMALE ID a PANELMA. TE PLUS. A2 MI NIMUM ` ,MUM EMBEDMENTEMBEDMENTOF 14•e IL/ $'-!N AN HORS SHALL E 5 7' " INTO / / :TALK C B I& D CONCRETE NO EMBEDMENT INTO ANY FiN75N MATERIAL StIfU,.L B'i PERMITTED. 1 j4' P-20 SS SIDEWALK BdLiS USED SHALE BE LOtlp fNpUGH(SNOULD ANY F1N!5N MATERIAL EXIST) F¢? ENGAGE :/A' 4taAF F ��f INTO ANCHORS, ANCHORS. �� fl M A.31 IN EASE tHAT PRECAST STpNE, PRECAST CONCRETE PANELS. OR PAVERS 8E POUND ON 't!f EXts41xp WAE!. OR 1"��+!'',. •. /�, FLOOR, AWCHORS SHALL BE Lpt'Ki fNCtItGH TO itfACH F!tE MAIN STRUCTURE BEHIND SUCH P.L`tk2S ANCHORAGE SHALL �. �j('rEN.t1., • t](1 BE AS MENiWED I!'t A,) AND IN A,2).. � '"K` ND.A4167 (B) IS7_EXt`.ININS C4PEtGBECE..@C.Ss;A,",�.�U,F:. ., �F :` s ti' 'fr s. - 1 j4' e TAPCON ANCHORS AS MANUFACTURED BY `s T.W, BLAL13t'7E, INC z FLORIDA BUILDING CODE i'R h YeIPcItY NurrlCone tan* - !/a" e X 7/8" MA -IN ANCHORS. AS MANUFACTURED BY p£WALt INC (t'm.ISC)LY p.3:L) .�..Q., f• ''At72v mFEcp, Prc. F.A. - /7a-10 PANELIAATE f'E.MALE . tt5 AND FANE}„MATE PLUS ANCHORS. AS MANUFACTURED By E1GD COtiSTRl,'OT!ON •--. 'r F'• �lt�ial�°-. /xma -''�+ � 20 GAGE GALVANIZED STEEL STORM PANEL DPAyn, er, 4 PRODUCTS (rm®ZO 71 p a T,) ' @ - - °,-.n't` GLOBAL PROTECTION PRODUCTS, LLC. °'rTA Y.��trz�+Ftdd =� F. Ra► Y f N C �\ +8,7a 5.w, 51 satBi.; t [ *1u kYcawn a cNOW1Et:Wwo coMPANY Fard. r ssa+. 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SE INSTALLED AT 51 m vv I Iva FAn stP,twnorr I FM✓C wr, e � µ i t ram; revF�r T� ifi Rwgp}Y• / f -,. , l,. 9ppW � OR � NJ OR W/Q 6� �7 (� j4 I t ! t / � / _. . �.. � i 813"I ! � • UST PANFl F� TO BE W5TAtiE31 AT EF+^I! Y OPENING EL914L6 Ii,�YS l� PA{NG)EO Wef H 1 j1 I I 4 I'•{ I 1- i - - SNN.L I 4rfli.Y r j' F: •r ! ' ` � �-�tO.p$' OPENINp ALWAYS BE ✓ W - i ! - I I t $ , i I / REAR HANDLE TO FACiUCAIE 1NS7ALSARON 4' ! ! , -, 1 I ErD+Y � ' �_. / `�,�� %/ •--- - : REAR Fl4"XR.E TO FA^..n.gATE FdSTMLAT+ON ff INTENTIED 10 9E 615TAiAEt FROM - --- -+ f___ .._- '---"i = -=4, g I i2 I 0.254'� ` •. -. h I -• > � INSIDE pF SFRUCIURL I3� - � c'�v� � a �•-- I j F � 4 � —.r-n - � i (,1 rr '�. ! ly5- .' I .125" 1 - ! � MSIDE p' STRUCTURE. ! � i I � 1 i € �' __L�}, L�t--.a_._ _.. __.. a) I # �I y i ii MENDED TO BE WlSTALLEp itKN! I - 1 4 � i. I ry I SLYlL 3/32' - t• _ SCf3E 3 #^ � `1r--� _ _ p fr'�. I- ._. Q-' � 13.750' !.._I � _ e. -� � 8 � � f � / ] a �'wum t W I I /^'^ � � 3 1/1, MEMMc ( -�--" i � 1'/.Y-AJf S r' I I 1, I j 'F i II r-yli' Mu. MP 1--rJe' Mw pM Fr A• Nnx GAP - I I � f wl �r i I �Y', pal+ �i!]NLIIEIl2FY VIEW DETAIL . -A 2.000" �i �Qt==Z=] � ( 2:�0` I� - �` �3 -. --- - f� ! I � I F t I � r' � Iq'. Y Nm:1 � I � 1 C.� t ,;: f \ � } � 1 �� N y �a�.�a ' / 3 11 v ROUNAED CORNER P ENDS OF PANEL'S ?2-_��I1OR�WIcWWJa®.���A�hA��t�-n��j�E��!it��I1���"-"i 1 ((��JJa`I�..j��4I ENDuP wHeatMED EDGEa5D" LJ11.,,SEGTSO�'A,�4-'ATEN4n>wns)a���i.t"��°����#t'L(N.T.S)1_�_� .,. ?5" - sC1tE' 3/32` .. A` � r �"a {{ 1 GpMu irc Y ,.. 1 ' � - "-_. �. F" .-. - j SCALE 3JSx i CirL€`3 Bw . .._... ___..-_ OWCK t, � � 6onc ---a,op4'__-- � (1), f�F.IHDI� SFRij'S tone: E - i HANG srdaM PANEL SYSTEM cpNs,Snraa OF PANEL r I .,- �...> '= ) I "Ni ,,; ITAP•) ..•.-...... . -5" Maa. -... _'. 9'OILi� ,font. 7RACK5 AT 70R & FANELMAIE PLUS OR ,S` LONG '� •.: _T eevwlKrt rs �- _,.; 7 1 { :;'�-: (-r/x^e-�J. � `s L .- /..R-.,�„„- ft}, D:Ef19R4pih_OE S #FR ro4: E - d HANr. SNkNt PANEL SYSTEM C4W5kS!hn: OF YAI`tGt , 4?1:AT £147T'fT4t W/ P?NEikiAfES, I -' Frx r3o,N• Ms �se z .._-I � - :._.Co---. •J 1R^«:v�'.Na BLaCX -,A:.� r � - icc xnrn »la/sY• 1 �/ a +Oro "" �PR ' 9 k - carn`�it.Ta- PANE -�"`�'``""'• ,rdr M+ FrY"ssanM' wav ram on Cant, TRACKS TOP h BOTTOM, _, NUF va '"..'",. ..".", N � r r � ra n u (?). END PANELS SHALL ALWAYS BE fANtaECTED T4 N0 31LL WALL . BY' MEANS OF ,h'a-�✓•• m m i a';,. _- ��� /^ ,' F mod''" L13iF3XL'+, � �H � PANEA.MATES 1JR: IF USED NITLY W F5' LONG iW,GR. AT EiOTTOM: ENO PANELS fia,a��w t�E • � ,•, ' � rvnsm.'Fe � `T �la•..ams : i �'(ytE (2) 0 PANELS Si{hLl. ALWAYS DE BONNEGt£i5 TO BOTTOM TRACK O'RtE7+TMNrsE A STOP MR / � Aercsgn *am', ,xi acxmw,e rare F vcaml ,5, W 7r " r3 2" sca mlcMn,e. ` '� '.. 1 T a iYli)E � S!MLL BE PROVIDED A7 TCN> OF SUCH PANELS, SHALL. BE CE1NwEC'TED TO 2 W/ 10 'a-2(tr3, A / �j �RE'F mNr:Rnt Nwaa: r � Wr `we O'+ *�T '�> � s ,.x- ac. 50+31-TS Alum. ALLOY WING Nui OR 1 A'e-20R3� Min. ;MBSCREW #N79 TAPPER �2 (EiiOEPi AS oN sHacr rs1 �: �^ !4' " (1u s4NmnE .--' s--g,p •� P µ edlarmN) {^- T$5' (3), It ENO PANELS ARE CxJh4*1ECiCO TO 8011DM TRACK, 60NME�ION SHALL Ci1N5157 OF i)F.5CR19ED ON �E (3} LOW), *1 �Yn. �LHBI�.��. MG E {f` [MST, ax ax[ct xl1 em• j { t/4"a-20A3/a" M S Wj 7/B'*x3 32' WEND NOT OR iti'aA3/4' M1n. THUMBSCREW WALL MQUNT{Nts` is�T'. t /'�'� fN10 LAPPED BOTTOM TRACK. TIDN pF FASTENERS tAAY BE AT EITHER OF TWO (3). FOR CASES MIEN END PANELS ARE LFS'E Jd1NTiY Wf t$^ LOND 2 AT 5ECT1{�N �� `v �� E%TfRIOR FLAT RANGES OF ENO PANEL OM Bf1T ENO PANELS ARE Md' pONNEiT'cD TO BOTTOM TRAtt( ? ,�STOP BM SECTION 'I' �___ � ©I SCALE a/aRt' fL�i.aLSL.GEIEING Aat�UNTING IN5T BUIl.L!-OCI'( MOi3NT#NG IN'ST. I Bj Swu.t BE PRov�m AT tar OF SUCH FAT�^s, sor,41. NOT 11 COMOM LE 316=1• � TiOu �' (4): IN CASE THAT ENO PANEL: tdtE NOT CONNECTED 74 OLYTIDM iFUCK (Le. A STOP BAR (a). FOR IN57A1,1At)DNS WHEN ENO PANELS AND Si+l1E INTERIOR PANELS ARE DIRECTLY G tiH3 t* � xmc ,. 5� 3J8>!• SCALE 3/8.1^ � m `!# I_ r5 ONLY USED AT TOP Al L£ASi TWO PANELS SFtAL1 � CONNECTED 10 BOTTOM TRACK � I ) MOUNTED TO EXISTING SILL WALL Be' 1'IEN#S flF PANft)dATfS, ONE INTERIOR PANEL �-' '�dD IE 5fi 9PEta:N}41itgS A`t0 pE4Vk+EYCNFS pCA I--T�----., lFyMu,N USING SPECS MID�ATED I.,. (3) ABOVE. 1N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK AT BOTTOM ATTACkt!NG BOTTOM TRACK TO WALL �- I usE of �t a ai TF� as A5 q(1NFNFlENIy/, o I Ii II TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W I tN !A o "; � � I i I 'ttiR A„ �� / TWO PANEUAATEs FOG_DmwG � SHOWN ON E€£YAi70N r.Nd W/ �3 , r- n� � � ,x „�, , � u= tp � (t �+�e� :o �` o. ,a �p A. T)// �� r (5) SEE BECKON i', 3' & a` ON 9-tEEi 24. SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE DISTANCE. FOR THIS CAS INTERIOR PANc'1 USED Y WJ 2 �"LS $ t z � i AT oN tppp 0A `d� *(/ ,^ j 7SD" i t -i hOs,:• (TyP.) �'•''• J (�} it }n �:' ilCEN 'A ttatNltlNwfiti #!� SUCHNTHATTAAIACEM PAN @ TO LEFT a RIGHT SIDE 06 2 ISPANEL) RAVE INSTALLED 5 ta65Jt.,Ais7N mK oN �+6:. L4. `���,t�1P,•••• �E••. , j y LLI i � N "' �•`:� R OVERLAPS RETAINED BY III: . = (High r tip ) � � � � ( xM,o.a : �• aS'L(-' :;���: T NO. 441&7 ° g y sP�'�;• '� TJ'"�, (J �.us Fdp -: � I = - �` � T�7' •' FLORIDA BUILDING CODE NI-fi Vsio41: Hurricone Zane t ND.44Tg7 .. Q -1 L _�� � �•: �R�,Etd 1/ •� ,TIE, z . �--- { p Toa « ATOM ,aeuxTarss c,A, � - (High - FLORIDA I � FLORIDA BUILDING CODE HI h Velocity Hurricane Zone � - Tk.; BUILDING CODE Ye oc H e Zone) : � - IN Ax* WAY m wrt ANY • z an j � .750 ------ it ATE 4F .-'a- = aoao Rocco. alc. 24 GAGE GALVANIZED STEEL STORY PANEL Fr. -. %aD. 4 1$LL 7 Pwm m'�Q' "� 20 GAGE GALVANIZED STEEL STORM PANEL. ia. NITNIATIBN " "4.- STATE OF coo mTEca "�. 20 GAGE 1GALVANIZED STEEL STORM urn FP •q I 3' Mox.--{ yP'• .- � awWN sr : /•-. * -.. oFMAW sn � �� :90•'•. F Ate 'cone DaaN m . `'.,�+C�. QHIU ..�-_-"'"""s,,,'.Y. ,'- ... I o>JaaJswa '� * L. `��. m/aaf'mxv .QQ�I�..1. 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SCALE 3j8'><i" 0 N ,a �c'_N Vf6 0- . � d a � d �: a m I0)7 Hurricane c c c i C cvc•I•A•u .EIN€1L1, Hares: vtIiD F-7 HANG C7L1RE3 p• MU _ B, 1' MINIMUM T t 1. p.. EMBEDMENT Of TAPLAH AXCHdRS AND PANELMA' FA- E-2 HANG STORM FANEL W 9 .HIS PRODUCT EVALUATION DOCUMENT P:. : !N E1M E FEMALE ID & }BEWt"iE f1u5 INTO CONCRETE ACCORDANCE WITH ME. 2020 (7dh EOtTK`N) OF THE FLORIDA BIJ1t1XCpOE.( f D.) tLAs BEEN VERIFIED FU1? COMPLIANCE ) BLOCK SNAIL BE F t/t' DE$ION WtwD Lb $ s R tp F rT F T a' AD tVdL. BE s`TE c'R?tANNEi) AS PE SE:C'Ci1pN 2A)d HE ABOvE MfM(ONED GO B.2 MfM!MUM EMBEbMEN 0. a X 7 DE, tl CALK -IN ANCH©R5 17' N R / / sHAu t� 5 /E #NTp tp G EtE A Wt P R. G FDR NO S EED AS E,DU1R£p THE JJR N W SE4 WI BY N GfXCtt© )lERE THESE UTtERS ti BE t STAk.l. D A '. NO £M INTO ANY FINS M H ATERWL. SHALL BE PERMITTED, FOR A DtREC41DNALFTV FA T N.f. BEOMENT 5 FACTOR Ks�0,8$ tFSFNG ASCE 7-ISANDSHALL NO EXCEED THE AW1ttMLFM (:. A S<D: ) 1 " 0-20 K @DET$ e SSSt CWAc.. W d USED SHALL BE LONG THOUGH s. OE1LD ANY FFN r Stt MATERIAL EXIST) TO tiEStCaN PRESSURE RATINGS Ud DICATEp ON SrtECTS 25 .d: 26. ENGAGE 3"I4` INTO ANCHORS. IN ORDER TO VERIFY T'ki T! ' E ABOVE CON Oi ON, ULTIMATE DESIGN WIND LOAD. DETERMINED ASC- L PER E 7 tB F SHALL BE #R Si REDUCED AS:b. 0 StND LOADS BY MULTi. PLYING D THEM 9V E ! TO E1CM RANG,. N ORDER TO 8.3) IN RASE THAT P PRECAST STONE. OR PRECAST CONCRETE PANELS BE. FOUND ON THE EXtSTtHG WALL TO COMPARE THESE WJ MAX. {AS:D} DESIGN PRESSURE kATTNO5 MEPCAYEO ON SHEETS 25 R 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE M#JN STRUCTURE BE,aE;NkT SUCH PAWLS. Ad,"C1{OIW;E S!iA11 BE 1v* METesiONED IN B.F) AND k1 8.2). !N DR � � DER TO VCR!FY TItAT COMPONENTS 0 ANCHORS ON THiS P •D. A5 TESTED WERE Np.T "eSSli OVER STR- INCREASE !N ALLOWABLE STRESS rT1R WINO LOADS WAS NOj, USED IN THEIR AlaALY$15 FASTENERS SPACING TO W0p0 F[AS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 7O'•5- tCJ ANCHORS SHALL BE INSTALLED FOLLOWING ALL 4F THE RECOMMENDATIONS AND SPfCIF1G4710N5 OF THE ANCHOR'S MATtUFACFLIRF,R. S76itM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE Ii0.S BEEN VERIFIED IN ACCpRCLMiCE vmTri SECTION t626 OF THE ABOVE MENTIONED CODE AS PER rf?i€ 'niATKIN TESTING LABORATORY. INC. REPORT E 2032, AS PROTOCOLS 1le-20 i, ti R SMAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER T AS-202 AND 1A5- U3. TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SH n'TER 2 6 L 511ay.L ONLY BE ATTACHED TO CONCRETE, BLOCK n+is rH c OR WOW FRAME BUILDINGS, 2 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON E OUTSIDE OF THE OPENING a.'E$S ;CINO 'HE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LN-F'HIS APPLICATION IS VM )D WHEN INSTALLATION 15 INTENDED YC BE PE RFORMED 12. THE INSTALLATION CONTRACTOR is TO S FAL tiWi.K ALL SHUTTER COMPONENT EDGES - / REMAIN tN CONTINUOUS FROM T}i INS IDE SIDE 0F STRUCTURE . : CONTACT WITH THE A -DIED 10 NT tN N INTRUSION GYG PREVENT W. D/RAT ON CAULK AND SEAL SFlUTTEA. (RACK_< AU. AROUND FULL }, SERIES 1000 INSTALLATION isAPPLICAAPPLICABLETO S1NGtE AND ,)RUBLE HUNG STYLE WIMOdWS. WHEN +NSiAiIaiTON 5 REQUIREDED iC• BE LENGTH. PERFORMED ORMEO IRON THE H•i57Di OF STRUCTURE RE t3 STORM PANEL INSTALLATION SHAH COMPLY WITH SPECS INDICATED IN THIS BRAYING, D RA G WYNFLUS ANY BUILDING I AND 20N NC PR TH .WR!biN-CT10N WHERE ERMR P IS i , APPLIED O a. SERIES 2040 INSTALLAildN 6APPLICABLE Tp SINGLE AND DOUBLE HuwC AND HORROMA; Sl IpERF. STYLE WINDOWS5 WHEN REGREGULATIONSOY1DE�n BYE iNS7AtIhYIOW IS REQUIRED TO BE PERFORMER FROM THE INSIDE Of STRUCTURE, tA. ATRIUM WINDOWS AND DOORS INC. E - 2 HANG STORM PANEL SYSTEM- 15 PAtEiIT PEM>V'p- F S ALL ALUMINUM IXtRUS 1 OaS TO BEby 61-T B AU.#T AND TEMPER. (UNLESS OTHERWISE NOTED) , 5. o THIS PRODUCT EVALUATION DOCUMENT ( P ED)PRE PAREO BY . THIS ENGINEER ^OEaI AND DOES NOT . PROVIDE INFORMATION FOR A SITE SPECIFIC PRQlELE:i.v, WHERE THE SITE CONDITIONS DEVIATE FROMP.Ep8. A1.L. ALUMINUM SHEET' METAL USED Al CLOSURES SHALL NAVE 3105-H14 ALLOY. (o) CONTRACTOR b0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION WGLUO'NG LR'E SAFETY OF 7. ALL Si'FEL SHEET METAL PANELS SHALL HAVE STK+UCTURAL DUALITY SFEEI.-. A5T41 A -BSI GRA7c SO Min,- .t1PfMTEd "STEEL ?Nd5 PR(IitUC!- BASED ON THIS P E.D, PROVIDED HE IZE DOES tdOT DE?+IA ' i:RtJM. iN tSiL E CdN DPODN S O&.7 MItD 0N DESIGNATION WfFp= 58:5 kat (AFTER ROL,LfD)THIS DOCUMENT CONSTRUCTION SAFETY AT Ai 511E IS THE CONTRACTOR'S RESPONSIBILITY, 8. ALL SCREWS TO D£ STAINLESS STEEL 'xOa UR 318 A)S, SERIES OR CARRdSIbN RESISTANT COATED OARx'R2N STEEL AS PER CAN (<) THIS PRODUCT EMALSlAT10R DOCUMENT WILL BE CONSIDERED INVALID If AeODlFFEit, 50010 W/ 50 N A E YIELD STRENGTH AND 40 Po Tc N S1 LE STRENGTH & STALL COMPLY W/ FLORIDA BOWING CODE SfGtiOatat t.3.3.4 L.) SITE SPECIFIC PE -p Li C PRtTaETS CSHALL BE PREPARED BY A FLORIDA REGISTERED ) EfaGiwEER OR ARCHITECT WHICH WIL L T° 7 BECOME THE ENGINEER 5. BOLTS TO BE AStM A-307 OALVAN!2W STE}»t. DR A!51 304 SERIES STAINLESS STEEL. WITH 36 ,cef M1NiMt.ib# YIELD STRENGTH VEER OF RECORD (E.b,ft,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENC>aNEER Tp THE P.E.D. ENGWEER. SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW aR d 7p I� RdG PO. T t) _. Ems__ ._-,S.Se ^ e THIS F.ESHALLPROFESSIONAL L BEAR THE DATE AND ORIGINAL SEAL AND s#cruTUFff OF THE - () D. ENGINEER OF - I +'a TAPCON ANC/TORS D IT i I I 7 As MANUFACTUP.E BY W_ BULDEX. NC, (MN. rG=3i92 -�;. RECORD THAT PREPARED ! a 1 4 X 7 $' CALK -IN ANCHORS. AS ANNLAACTUREO BY DEWRIT INC. (MTN. 1'­3 1 t8. STORM PANEL MAKJF JRER' LASRALE BE BEL LOCATED T READILY VISIBLE 1 - 0i4-10 PANELMATT_ FEMALE tD $ PANEa:41RTE PLUS ANCHORS. A5 MANUFACTURED BY EiCp CONSTRiJC`TK}N PR03th-1SWITH. ACCORDANCE WSE4SECTION17p993 � OR!OAgAT STORM �LpWG CbbE. O'+E1A@EL SHALL BE PANEL I PLACED FOR EVERY OPENING tYc+3350 4X-1) LABELING TO COMPLY WITH SECTION 1709.9:2 OF THE FLORIDA BUILDING CODE. 0.9) M{NIMUM EMBEDMENT OF TAP't0lt ANCHORS R3TC POURED CONCRETE STALL BE 1 3j4' AND 2` FOP P&4ELMATE FEMALE ID a PANELMA. TE PLUS. A2 MI NIMUM ` ,MUM EMBEDMENTEMBEDMENTOF 14•e IL/ $'-!N AN HORS SHALL E 5 7' " INTO / / :TALK C B I& D CONCRETE NO EMBEDMENT INTO ANY FiN75N MATERIAL StIfU,.L B'i PERMITTED. 1 j4' P-20 SS SIDEWALK BdLiS USED SHALE BE LOtlp fNpUGH(SNOULD ANY F1N!5N MATERIAL EXIST) F¢? ENGAGE :/A' 4taAF F ��f INTO ANCHORS, ANCHORS. �� fl M A.31 IN EASE tHAT PRECAST STpNE, PRECAST CONCRETE PANELS. OR PAVERS 8E POUND ON 't!f EXts41xp WAE!. 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SE INSTALLED AT 51 m vv I Iva FAn stP,twnorr I FM✓C wr, e � µ i t ram; revF�r T� ifi Rwgp}Y• / f -,. , l,. 9ppW � OR � NJ OR W/Q 6� �7 (� j4 I t ! t / � / _. . �.. � i 813"I ! � • UST PANFl F� TO BE W5TAtiE31 AT EF+^I! Y OPENING EL914L6 Ii,�YS l� PA{NG)EO Wef H 1 j1 I I 4 I'•{ I 1- i - - SNN.L I 4rfli.Y r j' F: •r ! ' ` � �-�tO.p$' OPENINp ALWAYS BE ✓ W - i ! - I I t $ , i I / REAR HANDLE TO FACiUCAIE 1NS7ALSARON 4' ! ! , -, 1 I ErD+Y � ' �_. / `�,�� %/ •--- - : REAR Fl4"XR.E TO FA^..n.gATE FdSTMLAT+ON ff INTENTIED 10 9E 615TAiAEt FROM - --- -+ f___ .._- '---"i = -=4, g I i2 I 0.254'� ` •. -. h I -• > � INSIDE pF SFRUCIURL I3� - � c'�v� � a �•-- I j F � 4 � —.r-n - � i (,1 rr '�. ! ly5- .' I .125" 1 - ! � MSIDE p' STRUCTURE. ! � i I � 1 i € �' __L�}, L�t--.a_._ _.. __.. a) I # �I y i ii MENDED TO BE WlSTALLEp itKN! I - 1 4 � i. I ry I SLYlL 3/32' - t• _ SCf3E 3 #^ � `1r--� _ _ p fr'�. I- ._. Q-' � 13.750' !.._I � _ e. -� � 8 � � f � / ] a �'wum t W I I /^'^ � � 3 1/1, MEMMc ( -�--" i � 1'/.Y-AJf S r' I I 1, I j 'F i II r-yli' Mu. MP 1--rJe' Mw pM Fr A• Nnx GAP - I I � f wl �r i I �Y', pal+ �i!]NLIIEIl2FY VIEW DETAIL . -A 2.000" �i �Qt==Z=] � ( 2:�0` I� - �` �3 -. --- - f� ! I � I F t I � r' � Iq'. Y Nm:1 � I � 1 C.� t ,;: f \ � } � 1 �� N y �a�.�a ' / 3 11 v ROUNAED CORNER P ENDS OF PANEL'S ?2-_��I1OR�WIcWWJa®.���A�hA��t�-n��j�E��!it��I1���"-"i 1 ((��JJa`I�..j��4I ENDuP wHeatMED EDGEa5D" LJ11.,,SEGTSO�'A,�4-'ATEN4n>wns)a���i.t"��°����#t'L(N.T.S)1_�_� .,. ?5" - sC1tE' 3/32` .. A` � r �"a {{ 1 GpMu irc Y ,.. 1 ' � - "-_. �. F" .-. - j SCALE 3JSx i CirL€`3 Bw . .._... ___..-_ OWCK t, � � 6onc ---a,op4'__-- � (1), f�F.IHDI� SFRij'S tone: E - i HANG srdaM PANEL SYSTEM cpNs,Snraa OF PANEL r I .,- �...> '= ) I "Ni ,,; ITAP•) ..•.-...... . -5" Maa. -... _'. 9'OILi� ,font. 7RACK5 AT 70R & FANELMAIE PLUS OR ,S` LONG '� •.: _T eevwlKrt rs �- _,.; 7 1 { :;'�-: (-r/x^e-�J. � `s L .- /..R-.,�„„- ft}, D:Ef19R4pih_OE S #FR ro4: E - d HANr. SNkNt PANEL SYSTEM C4W5kS!hn: OF YAI`tGt , 4?1:AT £147T'fT4t W/ P?NEikiAfES, I -' Frx r3o,N• Ms �se z .._-I � - :._.Co---. •J 1R^«:v�'.Na BLaCX -,A:.� r � - icc xnrn »la/sY• 1 �/ a +Oro "" �PR ' 9 k - carn`�it.Ta- PANE -�"`�'``""'• ,rdr M+ FrY"ssanM' wav ram on Cant, TRACKS TOP h BOTTOM, _, NUF va '"..'",. ..".", N � r r � ra n u (?). END PANELS SHALL ALWAYS BE fANtaECTED T4 N0 31LL WALL . BY' MEANS OF ,h'a-�✓•• m m i a';,. _- ��� /^ ,' F mod''" L13iF3XL'+, � �H � PANEA.MATES 1JR: IF USED NITLY W F5' LONG iW,GR. AT EiOTTOM: ENO PANELS fia,a��w t�E • � ,•, ' � rvnsm.'Fe � `T �la•..ams : i �'(ytE (2) 0 PANELS Si{hLl. ALWAYS DE BONNEGt£i5 TO BOTTOM TRACK O'RtE7+TMNrsE A STOP MR / � Aercsgn *am', ,xi acxmw,e rare F vcaml ,5, W 7r " r3 2" sca mlcMn,e. ` '� '.. 1 T a iYli)E � S!MLL BE PROVIDED A7 TCN> OF SUCH PANELS, SHALL. BE CE1NwEC'TED TO 2 W/ 10 'a-2(tr3, A / �j �RE'F mNr:Rnt Nwaa: r � Wr `we O'+ *�T '�> � s ,.x- ac. 50+31-TS Alum. ALLOY WING Nui OR 1 A'e-20R3� Min. ;MBSCREW #N79 TAPPER �2 (EiiOEPi AS oN sHacr rs1 �: �^ !4' " (1u s4NmnE .--' s--g,p •� P µ edlarmN) {^- T$5' (3), It ENO PANELS ARE CxJh4*1ECiCO TO 8011DM TRACK, 60NME�ION SHALL Ci1N5157 OF i)F.5CR19ED ON �E (3} LOW), *1 �Yn. �LHBI�.��. MG E {f` [MST, ax ax[ct xl1 em• j { t/4"a-20A3/a" M S Wj 7/B'*x3 32' WEND NOT OR iti'aA3/4' M1n. THUMBSCREW WALL MQUNT{Nts` is�T'. t /'�'� fN10 LAPPED BOTTOM TRACK. TIDN pF FASTENERS tAAY BE AT EITHER OF TWO (3). FOR CASES MIEN END PANELS ARE LFS'E Jd1NTiY Wf t$^ LOND 2 AT 5ECT1{�N �� `v �� E%TfRIOR FLAT RANGES OF ENO PANEL OM Bf1T ENO PANELS ARE Md' pONNEiT'cD TO BOTTOM TRAtt( ? ,�STOP BM SECTION 'I' �___ � ©I SCALE a/aRt' fL�i.aLSL.GEIEING Aat�UNTING IN5T BUIl.L!-OCI'( MOi3NT#NG IN'ST. I Bj Swu.t BE PRov�m AT tar OF SUCH FAT�^s, sor,41. NOT 11 COMOM LE 316=1• � TiOu �' (4): IN CASE THAT ENO PANEL: tdtE NOT CONNECTED 74 OLYTIDM iFUCK (Le. A STOP BAR (a). FOR IN57A1,1At)DNS WHEN ENO PANELS AND Si+l1E INTERIOR PANELS ARE DIRECTLY G tiH3 t* � xmc ,. 5� 3J8>!• SCALE 3/8.1^ � m `!# I_ r5 ONLY USED AT TOP Al L£ASi TWO PANELS SFtAL1 � CONNECTED 10 BOTTOM TRACK � I ) MOUNTED TO EXISTING SILL WALL Be' 1'IEN#S flF PANft)dATfS, ONE INTERIOR PANEL �-' '�dD IE 5fi 9PEta:N}41itgS A`t0 pE4Vk+EYCNFS pCA I--T�----., lFyMu,N USING SPECS MID�ATED I.,. (3) ABOVE. 1N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK AT BOTTOM ATTACkt!NG BOTTOM TRACK TO WALL �- I usE of �t a ai TF� as A5 q(1NFNFlENIy/, o I Ii II TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W I tN !A o "; � � I i I 'ttiR A„ �� / TWO PANEUAATEs FOG_DmwG � SHOWN ON E€£YAi70N r.Nd W/ �3 , r- n� � � ,x „�, , � u= tp � (t �+�e� :o �` o. ,a �p A. T)// �� r (5) SEE BECKON i', 3' & a` ON 9-tEEi 24. SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE DISTANCE. FOR THIS CAS INTERIOR PANc'1 USED Y WJ 2 �"LS $ t z � i AT oN tppp 0A `d� *(/ ,^ j 7SD" i t -i hOs,:• (TyP.) �'•''• J (�} it }n �:' ilCEN 'A ttatNltlNwfiti #!� SUCHNTHATTAAIACEM PAN @ TO LEFT a RIGHT SIDE 06 2 ISPANEL) RAVE INSTALLED 5 ta65Jt.,Ais7N mK oN �+6:. L4. `���,t�1P,•••• �E••. , j y LLI i � N "' �•`:� R OVERLAPS RETAINED BY III: . = (High r tip ) � � � � ( xM,o.a : �• aS'L(-' :;���: T NO. 441&7 ° g y sP�'�;• '� TJ'"�, (J �.us Fdp -: � I = - �` � T�7' •' FLORIDA BUILDING CODE NI-fi Vsio41: Hurricone Zane t ND.44Tg7 .. Q -1 L _�� � �•: �R�,Etd 1/ •� ,TIE, z . �--- { p Toa « ATOM ,aeuxTarss c,A, � - (High - FLORIDA I � FLORIDA BUILDING CODE HI h Velocity Hurricane Zone � - Tk.; BUILDING CODE Ye oc H e Zone) : � - IN Ax* WAY m wrt ANY • z an j � .750 ------ it ATE 4F .-'a- = aoao Rocco. alc. 24 GAGE GALVANIZED STEEL STORY PANEL Fr. -. %aD. 4 1$LL 7 Pwm m'�Q' "� 20 GAGE GALVANIZED STEEL STORM PANEL. ia. NITNIATIBN " "4.- STATE OF coo mTEca "�. 20 GAGE 1GALVANIZED STEEL STORM urn FP •q I 3' Mox.--{ yP'• .- � awWN sr : /•-. * -.. oFMAW sn � �� :90•'•. F Ate 'cone DaaN m . `'.,�+C�. QHIU ..�-_-"'"""s,,,'.Y. ,'- ... I o>JaaJswa '� * L. `��. m/aaf'mxv .QQ�I�..1. C�._3.,�,_! r.¢ ' t� � { -- � ;A,� �._...._ o>r� z ,, S •..•,...��' GLOBAL PROTECTION PRODUCTS, I.I.C. --�'. STAT OF _act' _ ? GLOBAL PROTECTION PRODUCTS, x ...... "" GLOBAL PROTECTION PRODUCTS, LLC. / STOP MR ��,, N AL t 1 L ! E C O 1 Nc �. .6Go s,w: sL STREET ... �" soA1.E: /2` . 1^ V s>.axT �;. -c .*` } �+ /I� Z % :�2%.,1.M:��• .� _:NGL_ R ' ..�.,.... ,.. -,... .,�_ i. ii: L IL 0 LNt ��' 3 A F � S1 � � � {` :r!■��w��w,■tea ��1a'' h { .. .w:.-. £ R R �a lY.tE: 1 4� f y... ,j'i®`• /-� � .; lbto s.ac aF SCRIBE �'. INN i YF AeOp s.w. ea sTaR�T s s" LONG �Nr uauMlFt ntttr tFsnwa a FRaNecwno eouPANY cA+u: rt auu �, ..( D IO , a� Trs a ENIi coMFARY wwE, n, Sara r ,, . , a' rnssr TrsrWlp a ENONFetrt�iNo COMPANY taFlF, PL assr. g3_... Alum 4 }x�R �,. a «.. as, a A+ao�a �n,u PNmlE: ta'sildaa-]z+s: rAx: (sar)aeP-eaa> 20=176 .� ��+ «..... •`�C3 �°' J:�� P• :ua. Na, a+awmra +� a+,ia w+aa: lPSsivAu-]s+s, Fm:. (Rsa7�R-6rsr 2b- i 76 r , . 2D-178 Q� 60 Ta. u,. ALLOY _a.. Rca�aaFa rmn. : na+.- a. - ': ,a +u... mleole. ..Na oNwlnG TILT r>ir, uCrlQF11 ,. �^"�6. cA-a¢3En,a -/—• IXwwmar rw: mer. FM. a+a+'. ex DkaRNW Ns; NP . *. A..a� wroxA, aroma 1�, Iv FlA">a€. P.aiFeR-?SLAT. FAY ttFeajB@R-P]Ga -.* as eT-.w a P.�:; iacat exca-�sata � m- a.. + aa. .,.I .d 5ENf"seactiladE/DAte' YULTLW A R{N Jr., P,F. ' a,A •.,_,+F „r'eJEeET xx pi x« /NAND Nt#M .£. SENy"LWNyiURF.IIWaE � �WAv.TE« ,kAn_as), � •--..- P�E SJ:yINaiATUflEj� MWiR ?ULR J-. Pz. o awN ;, eassr x3 CF //�'�t W i<e ] ': - • - - - ......,_ _ e eNFir m aF 2e i SHEET NO, SH 1.2 c c c i C cvc•I•A•u .EIN€1L1, Hares: vtIiD F-7 HANG C7L1RE3 p• MU _ B, 1' MINIMUM T t 1. p.. EMBEDMENT Of TAPLAH AXCHdRS AND PANELMA' FA- E-2 HANG STORM FANEL W 9 .HIS PRODUCT EVALUATION DOCUMENT P:. : !N E1M E FEMALE ID & }BEWt"iE f1u5 INTO CONCRETE ACCORDANCE WITH ME. 2020 (7dh EOtTK`N) OF THE FLORIDA BIJ1t1XCpOE.( f D.) tLAs BEEN VERIFIED FU1? COMPLIANCE ) BLOCK SNAIL BE F t/t' DE$ION WtwD Lb $ s R tp F rT F T a' AD tVdL. BE s`TE c'R?tANNEi) AS PE SE:C'Ci1pN 2A)d HE ABOvE MfM(ONED GO B.2 MfM!MUM EMBEbMEN 0. a X 7 DE, tl CALK -IN ANCH©R5 17' N R / / sHAu t� 5 /E #NTp tp G EtE A Wt P R. G FDR NO S EED AS E,DU1R£p THE JJR N W SE4 WI BY N GfXCtt© )lERE THESE UTtERS ti BE t STAk.l. D A '. NO £M INTO ANY FINS M H ATERWL. SHALL BE PERMITTED, FOR A DtREC41DNALFTV FA T N.f. BEOMENT 5 FACTOR Ks�0,8$ tFSFNG ASCE 7-ISANDSHALL NO EXCEED THE AW1ttMLFM (:. A S<D: ) 1 " 0-20 K @DET$ e SSSt CWAc.. W d USED SHALL BE LONG THOUGH s. OE1LD ANY FFN r Stt MATERIAL EXIST) TO tiEStCaN PRESSURE RATINGS Ud DICATEp ON SrtECTS 25 .d: 26. ENGAGE 3"I4` INTO ANCHORS. IN ORDER TO VERIFY T'ki T! ' E ABOVE CON Oi ON, ULTIMATE DESIGN WIND LOAD. DETERMINED ASC- L PER E 7 tB F SHALL BE #R Si REDUCED AS:b. 0 StND LOADS BY MULTi. PLYING D THEM 9V E ! TO E1CM RANG,. N ORDER TO 8.3) IN RASE THAT P PRECAST STONE. OR PRECAST CONCRETE PANELS BE. FOUND ON THE EXtSTtHG WALL TO COMPARE THESE WJ MAX. {AS:D} DESIGN PRESSURE kATTNO5 MEPCAYEO ON SHEETS 25 R 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE M#JN STRUCTURE BE,aE;NkT SUCH PAWLS. Ad,"C1{OIW;E S!iA11 BE 1v* METesiONED IN B.F) AND k1 8.2). !N DR � � DER TO VCR!FY TItAT COMPONENTS 0 ANCHORS ON THiS P •D. A5 TESTED WERE Np.T "eSSli OVER STR- INCREASE !N ALLOWABLE STRESS rT1R WINO LOADS WAS NOj, USED IN THEIR AlaALY$15 FASTENERS SPACING TO W0p0 F[AS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 7O'•5- tCJ ANCHORS SHALL BE INSTALLED FOLLOWING ALL 4F THE RECOMMENDATIONS AND SPfCIF1G4710N5 OF THE ANCHOR'S MATtUFACFLIRF,R. S76itM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE Ii0.S BEEN VERIFIED IN ACCpRCLMiCE vmTri SECTION t626 OF THE ABOVE MENTIONED CODE AS PER rf?i€ 'niATKIN TESTING LABORATORY. INC. REPORT E 2032, AS PROTOCOLS 1le-20 i, ti R SMAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER T AS-202 AND 1A5- U3. TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SH n'TER 2 6 L 511ay.L ONLY BE ATTACHED TO CONCRETE, BLOCK n+is rH c OR WOW FRAME BUILDINGS, 2 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON E OUTSIDE OF THE OPENING a.'E$S ;CINO 'HE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LN-F'HIS APPLICATION IS VM )D WHEN INSTALLATION 15 INTENDED YC BE PE RFORMED 12. THE INSTALLATION CONTRACTOR is TO S FAL tiWi.K ALL SHUTTER COMPONENT EDGES - / REMAIN tN CONTINUOUS FROM T}i INS IDE SIDE 0F STRUCTURE . : CONTACT WITH THE A -DIED 10 NT tN N INTRUSION GYG PREVENT W. D/RAT ON CAULK AND SEAL SFlUTTEA. (RACK_< AU. AROUND FULL }, SERIES 1000 INSTALLATION isAPPLICAAPPLICABLETO S1NGtE AND ,)RUBLE HUNG STYLE WIMOdWS. WHEN +NSiAiIaiTON 5 REQUIREDED iC• BE LENGTH. PERFORMED ORMEO IRON THE H•i57Di OF STRUCTURE RE t3 STORM PANEL INSTALLATION SHAH COMPLY WITH SPECS INDICATED IN THIS BRAYING, D RA G WYNFLUS ANY BUILDING I AND 20N NC PR TH .WR!biN-CT10N WHERE ERMR P IS i , APPLIED O a. SERIES 2040 INSTALLAildN 6APPLICABLE Tp SINGLE AND DOUBLE HuwC AND HORROMA; Sl IpERF. STYLE WINDOWS5 WHEN REGREGULATIONSOY1DE�n BYE iNS7AtIhYIOW IS REQUIRED TO BE PERFORMER FROM THE INSIDE Of STRUCTURE, tA. ATRIUM WINDOWS AND DOORS INC. E - 2 HANG STORM PANEL SYSTEM- 15 PAtEiIT PEM>V'p- F S ALL ALUMINUM IXtRUS 1 OaS TO BEby 61-T B AU.#T AND TEMPER. (UNLESS OTHERWISE NOTED) , 5. o THIS PRODUCT EVALUATION DOCUMENT ( P ED)PRE PAREO BY . THIS ENGINEER ^OEaI AND DOES NOT . PROVIDE INFORMATION FOR A SITE SPECIFIC PRQlELE:i.v, WHERE THE SITE CONDITIONS DEVIATE FROMP.Ep8. A1.L. ALUMINUM SHEET' METAL USED Al CLOSURES SHALL NAVE 3105-H14 ALLOY. (o) CONTRACTOR b0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION WGLUO'NG LR'E SAFETY OF 7. ALL Si'FEL SHEET METAL PANELS SHALL HAVE STK+UCTURAL DUALITY SFEEI.-. A5T41 A -BSI GRA7c SO Min,- .t1PfMTEd "STEEL ?Nd5 PR(IitUC!- BASED ON THIS P E.D, PROVIDED HE IZE DOES tdOT DE?+IA ' i:RtJM. iN tSiL E CdN DPODN S O&.7 MItD 0N DESIGNATION WfFp= 58:5 kat (AFTER ROL,LfD)THIS DOCUMENT CONSTRUCTION SAFETY AT Ai 511E IS THE CONTRACTOR'S RESPONSIBILITY, 8. ALL SCREWS TO D£ STAINLESS STEEL 'xOa UR 318 A)S, SERIES OR CARRdSIbN RESISTANT COATED OARx'R2N STEEL AS PER CAN (<) THIS PRODUCT EMALSlAT10R DOCUMENT WILL BE CONSIDERED INVALID If AeODlFFEit, 50010 W/ 50 N A E YIELD STRENGTH AND 40 Po Tc N S1 LE STRENGTH & STALL COMPLY W/ FLORIDA BOWING CODE SfGtiOatat t.3.3.4 L.) SITE SPECIFIC PE -p Li C PRtTaETS CSHALL BE PREPARED BY A FLORIDA REGISTERED ) EfaGiwEER OR ARCHITECT WHICH WIL L T° 7 BECOME THE ENGINEER 5. BOLTS TO BE AStM A-307 OALVAN!2W STE}»t. DR A!51 304 SERIES STAINLESS STEEL. WITH 36 ,cef M1NiMt.ib# YIELD STRENGTH VEER OF RECORD (E.b,ft,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENC>aNEER Tp THE P.E.D. ENGWEER. SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW aR d 7p I� RdG PO. T t) _. Ems__ ._-,S.Se ^ e THIS F.ESHALLPROFESSIONAL L BEAR THE DATE AND ORIGINAL SEAL AND s#cruTUFff OF THE - () D. ENGINEER OF - I +'a TAPCON ANC/TORS D IT i I I 7 As MANUFACTUP.E BY W_ BULDEX. NC, (MN. rG=3i92 -�;. RECORD THAT PREPARED ! a 1 4 X 7 $' CALK -IN ANCHORS. AS ANNLAACTUREO BY DEWRIT INC. (MTN. 1'­3 1 t8. STORM PANEL MAKJF JRER' LASRALE BE BEL LOCATED T READILY VISIBLE 1 - 0i4-10 PANELMATT_ FEMALE tD $ PANEa:41RTE PLUS ANCHORS. A5 MANUFACTURED BY EiCp CONSTRiJC`TK}N PR03th-1SWITH. ACCORDANCE WSE4SECTION17p993 � OR!OAgAT STORM �LpWG CbbE. O'+E1A@EL SHALL BE PANEL I PLACED FOR EVERY OPENING tYc+3350 4X-1) LABELING TO COMPLY WITH SECTION 1709.9:2 OF THE FLORIDA BUILDING CODE. 0.9) M{NIMUM EMBEDMENT OF TAP't0lt ANCHORS R3TC POURED CONCRETE STALL BE 1 3j4' AND 2` FOP P&4ELMATE FEMALE ID a PANELMA. TE PLUS. A2 MI NIMUM ` ,MUM EMBEDMENTEMBEDMENTOF 14•e IL/ $'-!N AN HORS SHALL E 5 7' " INTO / / :TALK C B I& D CONCRETE NO EMBEDMENT INTO ANY FiN75N MATERIAL StIfU,.L B'i PERMITTED. 1 j4' P-20 SS SIDEWALK BdLiS USED SHALE BE LOtlp fNpUGH(SNOULD ANY F1N!5N MATERIAL EXIST) F¢? ENGAGE :/A' 4taAF F ��f INTO ANCHORS, ANCHORS. �� fl M A.31 IN EASE tHAT PRECAST STpNE, PRECAST CONCRETE PANELS. OR PAVERS 8E POUND ON 't!f EXts41xp WAE!. OR 1"��+!'',. •. /�, FLOOR, AWCHORS SHALL BE Lpt'Ki fNCtItGH TO itfACH F!tE MAIN STRUCTURE BEHIND SUCH P.L`tk2S ANCHORAGE SHALL �. �j('rEN.t1., • t](1 BE AS MENiWED I!'t A,) AND IN A,2).. � '"K` ND.A4167 (B) IS7_EXt`.ININS C4PEtGBECE..@C.Ss;A,",�.�U,F:. ., �F :` s ti' 'fr s. - 1 j4' e TAPCON ANCHORS AS MANUFACTURED BY `s T.W, BLAL13t'7E, INC z FLORIDA BUILDING CODE i'R h YeIPcItY NurrlCone tan* - !/a" e X 7/8" MA -IN ANCHORS. AS MANUFACTURED BY p£WALt INC (t'm.ISC)LY p.3:L) .�..Q., f• ''At72v mFEcp, Prc. F.A. - /7a-10 PANELIAATE f'E.MALE . tt5 AND FANE}„MATE PLUS ANCHORS. AS MANUFACTURED By E1GD COtiSTRl,'OT!ON •--. 'r F'• �lt�ial�°-. /xma -''�+ � 20 GAGE GALVANIZED STEEL STORM PANEL DPAyn, er, 4 PRODUCTS (rm®ZO 71 p a T,) ' @ - - °,-.n't` GLOBAL PROTECTION PRODUCTS, LLC. °'rTA Y.��trz�+Ftdd =� F. Ra► Y f N C �\ +8,7a 5.w, 51 satBi.; t [ *1u kYcawn a cNOW1Et:Wwo coMPANY Fard. r ssa+. 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I.#. .{ , .,. aY _.{...,, x:., I I .i 1'..'�1i i�p Tr,-3..T 77I �..T_Tt +I.,.¢.3. �-.11 ». t� l , T I I (i i , i i III {�-�j-�Ea l i ! d I , I # i ; ! � l , (I i , ' ��' 1 11 i l � i, 1�7P{ I I i AIL 1 � ,�� ..I ! 1 {jF i � � � � �'• "'I_'"' � 1 02 r� (� t ( 9� f .d ! ! � I , � I � �.I I � j I -(��' .1 d [ �wj ¢itY_._._,._____CI �.!3�iL_ Rp�ERSEp�" TRACK4_:/AeUa.Tj;ACiC����Ui-E!,,�CJ.�.s_sLyIi._i�i'�isEr�Rtw,_tA!1{_°Li--'-`�'�r1.ARC.MATs i�vp.)I�LonsHrETmsi 11 ,p1¢fscwrau>g!P/wAYE'.SFNDit�,.i-3•..-•­",,,.3•.-�-....�-tr..,..m_.u__t€}iCR�Wf`71(s"f-'.�V1'NhiEPNiAN3iFOR COMCRET11 -:._.__,__,SEENOTEa6F.:LOW_SEENOTE3:���f y!,y5eEscl::lw,tE''�''I>PaF�WH.'.�''.�'-Mw.'- I----:�-,A*aj2'tFIB'�')I+�51w��zas�� TONStN.ri2s'/P'A1,tE'0 kiDOE.f-.,j-•.250SEE sEGTnN<plc51lEiTxa���iu,2iE'RF�M4Et.OcaTk3Ni e7 - i To cLAss. � i Nur l � �o �� i A [ ,' Lac - SOt#iRtEE S8+ a+tEif Ye; F>bI WOOD SCREW- Mw. �Y HEX t fb '3a 4V041114, rb'si,3 4 -{ _ � el � I >9 (3Ag. p F ! � r ' _ 250'e--._!-_ 'i $$€€FF NOTE 3 1 OR PANELS is. ; tsar PANELS ' � DJLRY OVERLAP I � ' UARY PAP. SE INSTALLED AT 51 m vv I Iva FAn stP,twnorr I FM✓C wr, e � µ i t ram; revF�r T� ifi Rwgp}Y• / f -,. , l,. 9ppW � OR � NJ OR W/Q 6� �7 (� j4 I t ! t / � / _. . �.. � i 813"I ! � • UST PANFl F� TO BE W5TAtiE31 AT EF+^I! Y OPENING EL914L6 Ii,�YS l� PA{NG)EO Wef H 1 j1 I I 4 I'•{ I 1- i - - SNN.L I 4rfli.Y r j' F: •r ! ' ` � �-�tO.p$' OPENINp ALWAYS BE ✓ W - i ! - I I t $ , i I / REAR HANDLE TO FACiUCAIE 1NS7ALSARON 4' ! ! , -, 1 I ErD+Y � ' �_. / `�,�� %/ •--- - : REAR Fl4"XR.E TO FA^..n.gATE FdSTMLAT+ON ff INTENTIED 10 9E 615TAiAEt FROM - --- -+ f___ .._- '---"i = -=4, g I i2 I 0.254'� ` •. -. h I -• > � INSIDE pF SFRUCIURL I3� - � c'�v� � a �•-- I j F � 4 � —.r-n - � i (,1 rr '�. ! ly5- .' I .125" 1 - ! � MSIDE p' STRUCTURE. ! � i I � 1 i € �' __L�}, L�t--.a_._ _.. __.. a) I # �I y i ii MENDED TO BE WlSTALLEp itKN! I - 1 4 � i. I ry I SLYlL 3/32' - t• _ SCf3E 3 #^ � `1r--� _ _ p fr'�. I- ._. Q-' � 13.750' !.._I � _ e. -� � 8 � � f � / ] a �'wum t W I I /^'^ � � 3 1/1, MEMMc ( -�--" i � 1'/.Y-AJf S r' I I 1, I j 'F i II r-yli' Mu. MP 1--rJe' Mw pM Fr A• Nnx GAP - I I � f wl �r i I �Y', pal+ �i!]NLIIEIl2FY VIEW DETAIL . -A 2.000" �i �Qt==Z=] � ( 2:�0` I� - �` �3 -. --- - f� ! I � I F t I � r' � Iq'. Y Nm:1 � I � 1 C.� t ,;: f \ � } � 1 �� N y �a�.�a ' / 3 11 v ROUNAED CORNER P ENDS OF PANEL'S ?2-_��I1OR�WIcWWJa®.���A�hA��t�-n��j�E��!it��I1���"-"i 1 ((��JJa`I�..j��4I ENDuP wHeatMED EDGEa5D" LJ11.,,SEGTSO�'A,�4-'ATEN4n>wns)a���i.t"��°����#t'L(N.T.S)1_�_� .,. ?5" - sC1tE' 3/32` .. A` � r �"a {{ 1 GpMu irc Y ,.. 1 ' � - "-_. �. F" .-. - j SCALE 3JSx i CirL€`3 Bw . .._... ___..-_ OWCK t, � � 6onc ---a,op4'__-- � (1), f�F.IHDI� SFRij'S tone: E - i HANG srdaM PANEL SYSTEM cpNs,Snraa OF PANEL r I .,- �...> '= ) I "Ni ,,; ITAP•) ..•.-...... . -5" Maa. -... _'. 9'OILi� ,font. 7RACK5 AT 70R & FANELMAIE PLUS OR ,S` LONG '� •.: _T eevwlKrt rs �- _,.; 7 1 { :;'�-: (-r/x^e-�J. � `s L .- /..R-.,�„„- ft}, D:Ef19R4pih_OE S #FR ro4: E - d HANr. SNkNt PANEL SYSTEM C4W5kS!hn: OF YAI`tGt , 4?1:AT £147T'fT4t W/ P?NEikiAfES, I -' Frx r3o,N• Ms �se z .._-I � - :._.Co---. •J 1R^«:v�'.Na BLaCX -,A:.� r � - icc xnrn »la/sY• 1 �/ a +Oro "" �PR ' 9 k - carn`�it.Ta- PANE -�"`�'``""'• ,rdr M+ FrY"ssanM' wav ram on Cant, TRACKS TOP h BOTTOM, _, NUF va '"..'",. ..".", N � r r � ra n u (?). END PANELS SHALL ALWAYS BE fANtaECTED T4 N0 31LL WALL . BY' MEANS OF ,h'a-�✓•• m m i a';,. _- ��� /^ ,' F mod''" L13iF3XL'+, � �H � PANEA.MATES 1JR: IF USED NITLY W F5' LONG iW,GR. AT EiOTTOM: ENO PANELS fia,a��w t�E • � ,•, ' � rvnsm.'Fe � `T �la•..ams : i �'(ytE (2) 0 PANELS Si{hLl. ALWAYS DE BONNEGt£i5 TO BOTTOM TRACK O'RtE7+TMNrsE A STOP MR / � Aercsgn *am', ,xi acxmw,e rare F vcaml ,5, W 7r " r3 2" sca mlcMn,e. ` '� '.. 1 T a iYli)E � S!MLL BE PROVIDED A7 TCN> OF SUCH PANELS, SHALL. BE CE1NwEC'TED TO 2 W/ 10 'a-2(tr3, A / �j �RE'F mNr:Rnt Nwaa: r � Wr `we O'+ *�T '�> � s ,.x- ac. 50+31-TS Alum. ALLOY WING Nui OR 1 A'e-20R3� Min. ;MBSCREW #N79 TAPPER �2 (EiiOEPi AS oN sHacr rs1 �: �^ !4' " (1u s4NmnE .--' s--g,p •� P µ edlarmN) {^- T$5' (3), It ENO PANELS ARE CxJh4*1ECiCO TO 8011DM TRACK, 60NME�ION SHALL Ci1N5157 OF i)F.5CR19ED ON �E (3} LOW), *1 �Yn. �LHBI�.��. MG E {f` [MST, ax ax[ct xl1 em• j { t/4"a-20A3/a" M S Wj 7/B'*x3 32' WEND NOT OR iti'aA3/4' M1n. THUMBSCREW WALL MQUNT{Nts` is�T'. t /'�'� fN10 LAPPED BOTTOM TRACK. TIDN pF FASTENERS tAAY BE AT EITHER OF TWO (3). FOR CASES MIEN END PANELS ARE LFS'E Jd1NTiY Wf t$^ LOND 2 AT 5ECT1{�N �� `v �� E%TfRIOR FLAT RANGES OF ENO PANEL OM Bf1T ENO PANELS ARE Md' pONNEiT'cD TO BOTTOM TRAtt( ? ,�STOP BM SECTION 'I' �___ � ©I SCALE a/aRt' fL�i.aLSL.GEIEING Aat�UNTING IN5T BUIl.L!-OCI'( MOi3NT#NG IN'ST. I Bj Swu.t BE PRov�m AT tar OF SUCH FAT�^s, sor,41. NOT 11 COMOM LE 316=1• � TiOu �' (4): IN CASE THAT ENO PANEL: tdtE NOT CONNECTED 74 OLYTIDM iFUCK (Le. A STOP BAR (a). FOR IN57A1,1At)DNS WHEN ENO PANELS AND Si+l1E INTERIOR PANELS ARE DIRECTLY G tiH3 t* � xmc ,. 5� 3J8>!• SCALE 3/8.1^ � m `!# I_ r5 ONLY USED AT TOP Al L£ASi TWO PANELS SFtAL1 � CONNECTED 10 BOTTOM TRACK � I ) MOUNTED TO EXISTING SILL WALL Be' 1'IEN#S flF PANft)dATfS, ONE INTERIOR PANEL �-' '�dD IE 5fi 9PEta:N}41itgS A`t0 pE4Vk+EYCNFS pCA I--T�----., lFyMu,N USING SPECS MID�ATED I.,. (3) ABOVE. 1N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK AT BOTTOM ATTACkt!NG BOTTOM TRACK TO WALL �- I usE of �t a ai TF� as A5 q(1NFNFlENIy/, o I Ii II TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W I tN !A o "; � � I i I 'ttiR A„ �� / TWO PANEUAATEs FOG_DmwG � SHOWN ON E€£YAi70N r.Nd W/ �3 , r- n� � � ,x „�, , � u= tp � (t �+�e� :o �` o. ,a �p A. T)// �� r (5) SEE BECKON i', 3' & a` ON 9-tEEi 24. SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE DISTANCE. FOR THIS CAS INTERIOR PANc'1 USED Y WJ 2 �"LS $ t z � i AT oN tppp 0A `d� *(/ ,^ j 7SD" i t -i hOs,:• (TyP.) �'•''• J (�} it }n �:' ilCEN 'A ttatNltlNwfiti #!� SUCHNTHATTAAIACEM PAN @ TO LEFT a RIGHT SIDE 06 2 ISPANEL) RAVE INSTALLED 5 ta65Jt.,Ais7N mK oN �+6:. 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F" .-. - j SCALE 3JSx i CirL€`3 Bw . .._... ___..-_ OWCK t, � � 6onc ---a,op4'__-- � (1), f�F.IHDI� SFRij'S tone: E - i HANG srdaM PANEL SYSTEM cpNs,Snraa OF PANEL r I .,- �...> '= ) I "Ni ,,; ITAP•) ..•.-...... . -5" Maa. -... _'. 9'OILi� ,font. 7RACK5 AT 70R & FANELMAIE PLUS OR ,S` LONG '� •.: _T eevwlKrt rs �- _,.; 7 1 { :;'�-: (-r/x^e-�J. � `s L .- /..R-.,�„„- ft}, D:Ef19R4pih_OE S #FR ro4: E - d HANr. SNkNt PANEL SYSTEM C4W5kS!hn: OF YAI`tGt , 4?1:AT £147T'fT4t W/ P?NEikiAfES, I -' Frx r3o,N• Ms �se z .._-I � - :._.Co---. •J 1R^«:v�'.Na BLaCX -,A:.� r � - icc xnrn »la/sY• 1 �/ a +Oro "" �PR ' 9 k - carn`�it.Ta- PANE -�"`�'``""'• ,rdr M+ FrY"ssanM' wav ram on Cant, TRACKS TOP h BOTTOM, _, NUF va '"..'",. ..".", N � r r � ra n u (?). END PANELS SHALL ALWAYS BE fANtaECTED T4 N0 31LL WALL . BY' MEANS OF ,h'a-�✓•• m m i a';,. _- ��� /^ ,' F mod''" L13iF3XL'+, � �H � PANEA.MATES 1JR: IF USED NITLY W F5' LONG iW,GR. AT EiOTTOM: ENO PANELS fia,a��w t�E • � ,•, ' � rvnsm.'Fe � `T �la•..ams : i �'(ytE (2) 0 PANELS Si{hLl. ALWAYS DE BONNEGt£i5 TO BOTTOM TRACK O'RtE7+TMNrsE A STOP MR / � Aercsgn *am', ,xi acxmw,e rare F vcaml ,5, W 7r " r3 2" sca mlcMn,e. ` '� '.. 1 T a iYli)E � S!MLL BE PROVIDED A7 TCN> OF SUCH PANELS, SHALL. BE CE1NwEC'TED TO 2 W/ 10 'a-2(tr3, A / �j �RE'F mNr:Rnt Nwaa: r � Wr `we O'+ *�T '�> � s ,.x- ac. 50+31-TS Alum. ALLOY WING Nui OR 1 A'e-20R3� Min. ;MBSCREW #N79 TAPPER �2 (EiiOEPi AS oN sHacr rs1 �: �^ !4' " (1u s4NmnE .--' s--g,p •� P µ edlarmN) {^- T$5' (3), It ENO PANELS ARE CxJh4*1ECiCO TO 8011DM TRACK, 60NME�ION SHALL Ci1N5157 OF i)F.5CR19ED ON �E (3} LOW), *1 �Yn. �LHBI�.��. MG E {f` [MST, ax ax[ct xl1 em• j { t/4"a-20A3/a" M S Wj 7/B'*x3 32' WEND NOT OR iti'aA3/4' M1n. THUMBSCREW WALL MQUNT{Nts` is�T'. t /'�'� fN10 LAPPED BOTTOM TRACK. TIDN pF FASTENERS tAAY BE AT EITHER OF TWO (3). FOR CASES MIEN END PANELS ARE LFS'E Jd1NTiY Wf t$^ LOND 2 AT 5ECT1{�N �� `v �� E%TfRIOR FLAT RANGES OF ENO PANEL OM Bf1T ENO PANELS ARE Md' pONNEiT'cD TO BOTTOM TRAtt( ? ,�STOP BM SECTION 'I' �___ � ©I SCALE a/aRt' fL�i.aLSL.GEIEING Aat�UNTING IN5T BUIl.L!-OCI'( MOi3NT#NG IN'ST. I Bj Swu.t BE PRov�m AT tar OF SUCH FAT�^s, sor,41. NOT 11 COMOM LE 316=1• � TiOu �' (4): IN CASE THAT ENO PANEL: tdtE NOT CONNECTED 74 OLYTIDM iFUCK (Le. A STOP BAR (a). FOR IN57A1,1At)DNS WHEN ENO PANELS AND Si+l1E INTERIOR PANELS ARE DIRECTLY G tiH3 t* � xmc ,. 5� 3J8>!• SCALE 3/8.1^ � m `!# I_ r5 ONLY USED AT TOP Al L£ASi TWO PANELS SFtAL1 � CONNECTED 10 BOTTOM TRACK � I ) MOUNTED TO EXISTING SILL WALL Be' 1'IEN#S flF PANft)dATfS, ONE INTERIOR PANEL �-' '�dD IE 5fi 9PEta:N}41itgS A`t0 pE4Vk+EYCNFS pCA I--T�----., lFyMu,N USING SPECS MID�ATED I.,. (3) ABOVE. 1N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK AT BOTTOM ATTACkt!NG BOTTOM TRACK TO WALL �- I usE of �t a ai TF� as A5 q(1NFNFlENIy/, o I Ii II TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W I tN !A o "; � � I i I 'ttiR A„ �� / TWO PANEUAATEs FOG_DmwG � SHOWN ON E€£YAi70N r.Nd W/ �3 , r- n� � � ,x „�, , � u= tp � (t �+�e� :o �` o. ,a �p A. T)// �� r (5) SEE BECKON i', 3' & a` ON 9-tEEi 24. SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE DISTANCE. FOR THIS CAS INTERIOR PANc'1 USED Y WJ 2 �"LS $ t z � i AT oN tppp 0A `d� *(/ ,^ j 7SD" i t -i hOs,:• (TyP.) �'•''• J (�} it }n �:' ilCEN 'A ttatNltlNwfiti #!� SUCHNTHATTAAIACEM PAN @ TO LEFT a RIGHT SIDE 06 2 ISPANEL) RAVE INSTALLED 5 ta65Jt.,Ais7N mK oN �+6:. 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F" .-. - j SCALE 3JSx i CirL€`3 Bw . .._... ___..-_ OWCK t, � � 6onc ---a,op4'__-- � (1), f�F.IHDI� SFRij'S tone: E - i HANG srdaM PANEL SYSTEM cpNs,Snraa OF PANEL r I .,- �...> '= ) I "Ni ,,; ITAP•) ..•.-...... . -5" Maa. -... _'. 9'OILi� ,font. 7RACK5 AT 70R & FANELMAIE PLUS OR ,S` LONG '� •.: _T eevwlKrt rs �- _,.; 7 1 { :;'�-: (-r/x^e-�J. � `s L .- /..R-.,�„„- ft}, D:Ef19R4pih_OE S #FR ro4: E - d HANr. SNkNt PANEL SYSTEM C4W5kS!hn: OF YAI`tGt , 4?1:AT £147T'fT4t W/ P?NEikiAfES, I -' Frx r3o,N• Ms �se z .._-I � - :._.Co---. •J 1R^«:v�'.Na BLaCX -,A:.� r � - icc xnrn »la/sY• 1 �/ a +Oro "" �PR ' 9 k - carn`�it.Ta- PANE -�"`�'``""'• ,rdr M+ FrY"ssanM' wav ram on Cant, TRACKS TOP h BOTTOM, _, NUF va '"..'",. ..".", N � r r � ra n u (?). END PANELS SHALL ALWAYS BE fANtaECTED T4 N0 31LL WALL . BY' MEANS OF ,h'a-�✓•• m m i a';,. _- ��� /^ ,' F mod''" L13iF3XL'+, � �H � PANEA.MATES 1JR: IF USED NITLY W F5' LONG iW,GR. AT EiOTTOM: ENO PANELS fia,a��w t�E • � ,•, ' � rvnsm.'Fe � `T �la•..ams : i �'(ytE (2) 0 PANELS Si{hLl. ALWAYS DE BONNEGt£i5 TO BOTTOM TRACK O'RtE7+TMNrsE A STOP MR / � Aercsgn *am', ,xi acxmw,e rare F vcaml ,5, W 7r " r3 2" sca mlcMn,e. ` '� '.. 1 T a iYli)E � S!MLL BE PROVIDED A7 TCN> OF SUCH PANELS, SHALL. BE CE1NwEC'TED TO 2 W/ 10 'a-2(tr3, A / �j �RE'F mNr:Rnt Nwaa: r � Wr `we O'+ *�T '�> � s ,.x- ac. 50+31-TS Alum. ALLOY WING Nui OR 1 A'e-20R3� Min. ;MBSCREW #N79 TAPPER �2 (EiiOEPi AS oN sHacr rs1 �: �^ !4' " (1u s4NmnE .--' s--g,p •� P µ edlarmN) {^- T$5' (3), It ENO PANELS ARE CxJh4*1ECiCO TO 8011DM TRACK, 60NME�ION SHALL Ci1N5157 OF i)F.5CR19ED ON �E (3} LOW), *1 �Yn. �LHBI�.��. MG E {f` [MST, ax ax[ct xl1 em• j { t/4"a-20A3/a" M S Wj 7/B'*x3 32' WEND NOT OR iti'aA3/4' M1n. THUMBSCREW WALL MQUNT{Nts` is�T'. t /'�'� fN10 LAPPED BOTTOM TRACK. TIDN pF FASTENERS tAAY BE AT EITHER OF TWO (3). FOR CASES MIEN END PANELS ARE LFS'E Jd1NTiY Wf t$^ LOND 2 AT 5ECT1{�N �� `v �� E%TfRIOR FLAT RANGES OF ENO PANEL OM Bf1T ENO PANELS ARE Md' pONNEiT'cD TO BOTTOM TRAtt( ? ,�STOP BM SECTION 'I' �___ � ©I SCALE a/aRt' fL�i.aLSL.GEIEING Aat�UNTING IN5T BUIl.L!-OCI'( MOi3NT#NG IN'ST. I Bj Swu.t BE PRov�m AT tar OF SUCH FAT�^s, sor,41. NOT 11 COMOM LE 316=1• � TiOu �' (4): IN CASE THAT ENO PANEL: tdtE NOT CONNECTED 74 OLYTIDM iFUCK (Le. A STOP BAR (a). FOR IN57A1,1At)DNS WHEN ENO PANELS AND Si+l1E INTERIOR PANELS ARE DIRECTLY G tiH3 t* � xmc ,. 5� 3J8>!• SCALE 3/8.1^ � m `!# I_ r5 ONLY USED AT TOP Al L£ASi TWO PANELS SFtAL1 � CONNECTED 10 BOTTOM TRACK � I ) MOUNTED TO EXISTING SILL WALL Be' 1'IEN#S flF PANft)dATfS, ONE INTERIOR PANEL �-' '�dD IE 5fi 9PEta:N}41itgS A`t0 pE4Vk+EYCNFS pCA I--T�----., lFyMu,N USING SPECS MID�ATED I.,. (3) ABOVE. 1N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK AT BOTTOM ATTACkt!NG BOTTOM TRACK TO WALL �- I usE of �t a ai TF� as A5 q(1NFNFlENIy/, o I Ii II TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W I tN !A o "; � � I i I 'ttiR A„ �� / TWO PANEUAATEs FOG_DmwG � SHOWN ON E€£YAi70N r.Nd W/ �3 , r- n� � � ,x „�, , � u= tp � (t �+�e� :o �` o. ,a �p A. T)// �� r (5) SEE BECKON i', 3' & a` ON 9-tEEi 24. SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE DISTANCE. FOR THIS CAS INTERIOR PANc'1 USED Y WJ 2 �"LS $ t z � i AT oN tppp 0A `d� *(/ ,^ j 7SD" i t -i hOs,:• (TyP.) �'•''• J (�} it }n �:' ilCEN 'A ttatNltlNwfiti #!� SUCHNTHATTAAIACEM PAN @ TO LEFT a RIGHT SIDE 06 2 ISPANEL) RAVE INSTALLED 5 ta65Jt.,Ais7N mK oN �+6:. 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I PANEL 41FIGNIvR) ,�-",:M-', 1 -IN- -GN , To GLASS I - I i . ___ To I - .66.0. -75-3 70* OR LESS 1 2 9/18- 1 EFOITOD - I =L--L v� 2" 3,� ,-'FI- 2, . i, �� - �65.0, -7&3 713* OR ,ESO 1 2 7/8' i -TED I I - VEOLITSEVOREV M1�4M111JOU3 ITY /4�FSS� M.S, a WINGIALIT AT OVERLAP & 409 Of PARF,t LENGTH AI 0 PNNEI_ I!F.I#14171117W-A-Ntjmol-i�,-ILt,iE;izi�4��il),:-M-.7�lif�L�nf-WWRW-I'�ls�mo�.lzi;i*-i;k-lll#ltl�t*A.7�IK411i,'Jr'.W.I'Uli:(IT ! j3g,jR*pq-Ajj1;,j li; lippilij R. ".1011TIRRINVIlIkAlIT-14 "', We - i IIIIIIIIIrgwal-R." iwavi I 4;w1!*1Iw1;F1mwI;=w Metal m __ MAAMLVA MCH.QRS SPACING FOR E_ D. . 3 1/2- - APPwcAsu To I D" I CALK- ._, _____ PINEUVAIE FEMALE 0 AN 7.=1 .* I MANM­ - LENGTH -I, (.�) To CON"M Im zonmetim. I am lim zonewir BLOCK TO CONCRETE: N00i OF THEM TO �� :1 C,MW7Ej � � I 1 12' NIA ' 12� N/A � -, __.___ NIA 12. 1 NIA V & V (TOP) 1 It* ------i I , - - 3'* 1 ID' , 1 I r 3- 51 1 5� . 1. 4 . 5' 4 . V WMO ___ ____ 15ERIES M 41 a. 6' 6' 66-0, ­75.3 I __�IA _ 7' I � , R/A _ _ N/A I, NIA N/A ,'__! 1�!j N/A N/A --- 1, FLIA ___ 1 4 112' --- -, -_ N/A 12 1/2. I'. I 2, (BOTTOM) ______ 11 NIA 1 4 i/2- N/A TOP) ::,� , 7o" ON LESS ­ - 12' - � __ __ _ N/A 1 12- __ - N/A - I s 1/2, .. ----4-- __­t_____ -_ __LL IT/A i s 7/2, N/A 3' (BOTTOM) - I 12- N/A 1 .� 2' NIA ,I 12- NIA I w . M/A 1 4' (TOP) I .. 1 12- ____ v __ � �12' 9 I/2' 1 12- i - It- � jr I I, � _ 1 _. ,v (BDTT 0�)_A I *LIMITED TO 66.0 P...F. &S.D. TIES" PRESSURE RATING &SEE SHEET 26 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDING MINIMUM AN SPACINGS AND MINIMUM COPE 0155tANCE AM INDICATED ON THIS SCHEDULE. FOR EO, THAN LWCATW' ON SCHEDULE REDUCE SPACING By "TIPLYING SPACW, SHOWN ON SCHEVAr BY THE FJYAO"C FACTORS FOR THIS OPERATION TO BE POSSIELF, REDUCED SPAC04 OYONIVED USING FACTOR SNALI Not K LESS THAN FONNTUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND ANCHIOR M - - 1/4'. - 1/4'. - 1/,V. - - Ile. -- ----. c0cm tgft- PUS CALA­ ­ � AOCHOA VACWG SKI �_ ) 2 ,/2 MI`M_ _� - it. KFAI ____�LL_ 3 __2_ 1 k/2 ____L_ a ,ju _3 ; ___ Amm. m pw MPMO 1141" 'e - I - I - _­­_L�/�!_ ---. _z_1z1_r__ - - - - , I . 3' 4 =- ----� �w­ _T___-:1__:_:__A TOP -t�,,o�_,_ F4_+__0I i+ IIEWASS U". DISTANCE BETWEEN BOTT04 OF PANEL I . AND 0 To BE ,/2, -ji/2- v M.. I I ++ *EOWFISMAx DISTANCE BETWEEN SOTFM Of PANEi. I AND 0 TO K, -11IIr kT1111-/_1_ CODE __ COMPONENTS FOR REGULAR LIEE SAFETY & E-Z HANQ :$TORM PANEL SYSTEMS I 1 (SCALE 1/2-)') - - - __ - --l- I ­ � I I- - 15,125- CTOTAL WIDTH) - -- --- - - -,-- --- - . -,-- . - - -- 2�167' -� - -- - - ­­­ -- i i 1 � 5w", _�_ ,­ 1.3�0- -r - -- - - -- 12,500- OLFFECM VAD?H)- - � , , - -- - - - CL. � - t 1/4- (WP,) - - - - - 1.3W, - 1 _ ---- I I v�-j,Sb - . - I SAO- _ - I � 1,2$0' I 1 1 1 r$O91 I ,­ ­103, I F 1 _S747- - -1) GO. lw,� 'I`­2N3/.* - .750, - Z111I STUD RIVETED "5 - , It) AnDa a 5 L,w � �085' - ­ I OR IT 12 'Ir GC I! I I I (MAY SE RONERSM) , , I I ".., IT" _ lliw�l " � el � I I 0,024- UW. THICE I I , I ­� - � � [.-,- - I , , � I _ � O.375- � *11 � A ", � � - , " � ------- —) i ow"I ,,I," _,`_ - " I , '", t�4 � - ,­-_91 L I, I I HEMMED \\\- "LVAmz STEEL I I , i , . - .. I. �� r__ I TE)CE AM AM GRADE 00 MINIMUM z _11111 2 ... '084, TYP I Mr�� �?60' I j I O'w E L -- - As,'�_,-, I - DETAIL A C-60 CA11, 4er �t'lzs, E I , T . __. I _, i2v I - - C w) , . '. � - ----- 1.350' Q. SEORM PANEL I - I -350' - __ __ - __ � - __ __j I I D17AIL A - -_ - -I . , _75 - � , 2CDC1 , ,�_, I PANELS SHALL BE INSIIALIED AL YS - 23B7' - FROM LEFT TO RIGHT W/ 112- Lw AT MO AT LEFT SIDE OF PANEL (�) "H" HEAU 30 :f!_jMCK (�) ANQLE: WITH 51UD �� , � , _11, I TYP TOP EDGE OF FNVn"_ 0.024* (Mm.) - I PAIV!L�S END LIP ��,_ I . - - W/ Nemury EDGE �, �, I- I " __ .11-1 /< ��', - I ` , - �=_ _,�_, - - _-Z�< - - KIM . - I , , I - 1-1 1.13-, 0-270' 1 , I `­ =" - ..270' I 1 "" - I' I �_ PANEL ' ". - CALVANIZED STEEL 1 � . -) . '. /I .1 ,/ T i I i , I ",___� � �,_ " -, - L � _'�� , , -, �,-_, _�� _ . 11- - . DIM _Z�_ . =.200, I ---rl �! I I j -1 . 4 I 1 �j , , I , LI.Mb - --- I I r � 11 11 I . 0.37 11 ,IkSU 0.2 0-0 t �. ..I I - 2-591* - - - , �:_�;� /' I "EMMEEE�, � ,- I , 0.7. 41625 - , I ,� , , 1 I I 1. -, meno. . r - �., I i - - 2.250' ISOMETRIr, 1.._� LI,U!--­�., 1 I A ." ) r0r.270- FANE.L I - I I (C!� OR @0 '\1 I I I I I �*),! I F.W WZML l3r , # Go- FOUNDED CORNETT 0 ENDS OF PANEL'S I . Ao, Am* , � , , U. -1, - - I ENO LIP W/ REMMEDD Ems. 376* - I. I 1 6115, 375" ' ,125' 1 2$00 3750' 072' I r--2 (FLIS) I I - , 'I 10" , �091, ol.-O, (TYP I T (�) 31KOES-YH154 ALUM AA1420YHER HOLE W ,.., . . ..... ,..,..-I.- Typ. gonow - - Of PANEL (�) KEY HOLLAT-eANU pizdai ­750* - I I - - -1 ;I.,24 '. I I , [., - 17 - , , ___ lei i 3, i I .SEE SAM 6 FOR ADDITIONAL I - - - LIMITATIONS W SLEEVE uDNGrK is I I � [` 11250* I w I 5 (�) SLEEVE 2 1/8 X,7 , MAK, LOGTH LL-2,000' I I - - 12S* I Owl , I - ONLY VALID FOR INSTALLAT INTO - WOOD STRUCTURES I Iw- I- I ,m', - � I - . . L� - ,qs- I - 2- L_j 3 750' - - 2,548'- - - - __ , I..1 14 . �.., �C! � 0 .,2--' 71 (7-1), I- -- 2.000' - __ I l . .750- 2w- (�) REV. *H" EAQER @) "U" 14EADER , I I (TYP) A �- I - , - " MIN I, I V M­ - ---- 1 I (8 ZZULALMA& - 2.000. 1 1 -2 U j I LMH W @ AMM (0 "J" TRACK 4 aff.L� ��14' -­- --3.000' 36. ­� 8061-75 AL40Y . 1 4 - �00- ""L.H.101AAAM, A Tj ,0,"��Fi A. k4;N 4LIJAL-WIM i - I � � ' " 1, � 1 - I , � '­ ..... j, ,/� " (USE ONLY FOR E-Z HANG MIRM PANEL I L . I - , , vNums ..':?1--, I F 1311- 4'!U, � _ P' 47, _--� F - - "-275' � G, Rt4 , -, j - ` 1. 1� SYSTEM) 600-TO ALLIW N10Y , I - , . I � -,--. I - -T, A01- � � (_� - - . 1,67,- 1 ==���. 4 I I I . , ". - - FLORIDA BUILDING C ' 2 S' ,00i - -,-- __ - ZOGO , ?, -- -u­ No, 44167 '. = ODE (Won High Velocity Hut one Zonev)l I _. IF L N (& MITI 0 * z * 1.p 0 LLY I I -I 088� w 123' ,� ,_ , ,�,�, I -1 I I - _ I., I - - � . 05a-I-, � L.- " T. - �, Ii r Fm. �YD`O. INVI C C 24 SAGE GALVANIZED STEEL STORM PANEL al- W. _."I 4 TP) I 2,00- -- -I - SET SECTIONS - I � 1%,, I io;: - - �250 MIN GLOBAL PROTECTION PRODUCTS, LLC. "" VAIL: � In= TIC[TING & EMNEEFFING COMPANY 4m &w. 5, STREET __ All (J� BUILD-QUT *r- (R BUILJ2-OUI "F" TRACK g & (��O WASHERED WINGNUT ,=-- .,---,.,. - - F-I 'I-- .1-1 0.041"a :i��=-_ P,_ t DAMT. FT. KeIII`M6. - t9A,)NI"n, 20-175 I., - — - �.m !!: M"K ANGLE (ZAMkC 3 ALLOY) -TER , - PE_ . - ..-.. FILDR4., 2j .= 7 - I- �— �- I - I , am 2 OF 1. = I I I I ___ INSTALLATION _� DETAILS FOR REGULAR PANEL ------,-----_-I ,,I ,INTO POURED QONCRETE I OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION ,__ CONCRCIE ANCHORS (SEE SCHEDULE ON EXISTING POURED CONCRETE - (SEE SCHEDULE ON SHEETS II THROUGH 10) EXISTING POURED CONCRETE , OR CONCRETE BLOCK SHEETS 9 THROUGH 10) OR CON *RM BLOCK ' � REQUIRED. I LED REOUIRED. � �`;-,�� 0 � --- E-D. EX U�TPIEILE ' -ATERNATE ��J�,-�'� v' LOCATION , ,, , , CONCRETE ANCHORS � __- "- - , %,,,I , %��-_ 3,,% G01.1T R RED- , :""�'t,� , K SCHEDULE ON ,,I . (SEE - , SHEETS 9 TKADLFG4 id-rl` 4) .. v ,� I . - � I . I- I :­A.r , A,, -I,- - - � � ...NKm"HIA. �, -) �, @� I , 1, I` I ji/4- "I'V-1- " -- -- .- , _w sv,oDI To, SPREA on ­ it/., ___ - __ - - T CONCRE - - I.-Imm, ,E ANCHORS , 4 If 11 1_____ (SEE scriEomr ON � �x, �"_ . �,,�;� , � , I I 11 - ,/.--�,- S-5 . --- # IT ,p-- O., - , ­ - ./ - . ­­­ - MAX ��111 I . I 1��'� I i I I i TN;Loua�� � 6 4 "i ; L)r - I -1 � ��, I ; skl�m a 08-- i � - �_ � _�_ �,�', - I K`UO VOLTA I � .11 : - ,,' I i : � I E-D t 1 �'�,,�'-�",� IF I I .-,V-. ,w 0,C ., I , " )�,,, - , i V M- PANEL LENCTIT I " G�s,,IIIGJ 1 cj� �, .- , , ,, , I, Y. -, ,".IX , 111. � _ �� " "', � I i I 4 I ISEE �, 11.12- 1 I -, ,_-_;" . I SCHEDULE an s I.- ,�,� I "_ , ,, �,­ "A", F, : , ­P;�, ,I ," I I [ �_i ) Not, , I SEPARATION C�) sp%�o FGASCH'OU'. - �el_ I ;'��,��Z. 0 - , .. � - I �` I THIN TO GLASS i I mAroPem. ESEE I I i/r.-ml� I M., m. T_ . I . M." SCHEDULE 00 ,I i � I I -"E,Im� , 9, i - : I ( TO GLASS. � � I " 1 SEE SCHEDULE I - � I ON SHEET 3) 1 " . o,a�.a "" "SEES St * , 9 SPACE'n + 0 I PANEL LENOTH IT ,'-� � i - (SEE SCHEDULE I � I- ON MIN... � i SHEET 3) SHEET - 1H - - . A, . I _' ("'t �1� : " _" URFRK= a?-61 � I , .. OWL FOR � I -- ,e , I �, PANEL LENGTH I f 13, UNVIN � _67 (SEE SCHEDULE i 1 I', SEPARATION t I _,.­_� I 1 -_ --I ON SHEET 3) I =Ii� -, -1 TO CLASS- L 01 WE SCHEDULE 1 I I- I r - ,I 50% - ___ I . ___,,�7 - -1 - --- .. - I - t "iIj I . - - I I`­=­j­ . '�--_l -- I ­ -- I t I Hm 3) - ­,-_ -� a ON S I I OF ,I I , ,4, �, `��,, - f, �­ 7�r - - I :,�, I 0 - � ,1 , , , 11, - IT C4') I - t "' ­_,��4:! . 11 4 ": ­1 T 11- __ . 0 1 t 13 LD., �­�: , I "� I (a 12 I/r D.C. I j �_'j OF -I- /I I i MAX. - 9- ��_,- - I .___ - I I - - , � I . - , - -� "�,,` � (:11) ��; --�,, ,1E",-"_�-,x,- I 1-1- --- � � , 1. �, ,"', : , ,­__ - ,,, 501 � _, � S - , RUDER - I E, DD i OF 'I' �; - � -111-1 I ., . It t rz-�;�-`] , ­ E/, "' I MAX � I - ,; I, 0 [* i I 5 0 i !�4� - - ,= '��­,!-.', , - I t L - - - I ,,?- _=:-�� i . - � , I -�_!_ ------- 40 ) . I I 'O � " , � - I LDNCRut A-IIORS_ __ , EXISTING PC RED : . � ", 1 ��7:,��.. (SEE '-ONEDULE ON U --- 4�­ -, ��E'1, , f4) - CONCRETE. ANCH, - , " �� I ,/­`1 (SEE SCHEDULE : I lT.___1___A , I I - - - - . � ", I ,�, �t, I ­­ "' EDGE OF OR s $KM IT ni'"Go 10) C OWCRE7E � � WAt ,�;,;"��, ,.�,,-.��,�,, .,� �, r 2 1/8 ALUMINUM SHEETS 9 THROUCH E.) - , - LONG MAX m I 1 � O CQUIRED I , 11 , (ALT. CONDITION) - ." X,,�_��, , ,q) , s-S - ,, I/-' 0C_ VALID PANEL FOR " ; �,L'1� CONICAM ANCHOPq � � � , , , MISTING POURED C'ONCACTE CONCRETE BLOCK ALL DESIGN LOADS AND EXISTING POURM CONCRETE �� LENGTHS PER SHEET 3 OR CONCRETE BLOCK ". __ � (SEE SCHEDULE ON - ___ LO.- - lrl�l , Ir REO LIAM. REQUIRED _f� I' 90, LONG ALWINUM SPACERS 0 I 2 1/2' OC� TABLE ON SHEETS 9 THROUGH tO) _ (SIX #1 SHEETS 9 A loj CEILING A R-Mmm -4 ww ]MOUNTING WALL MOUNIING /QIJJR W/SFACERS (I QR %m 5va 3/1� I. , scAu 3/8-1- . "V1,101111 # N,FF ,,,%��?, V vltz;�� � ..... I ,0,, - " IICEN,s�%�% 4�4��.-`� , . FLORIDA BUILDING CODE (No,, HIgh Velocity Hurricane Zone) � :, z o 44167 *- s I . . - M.W. - 24 GAGE GALVANIZED STEEL STORM PANEL 11 Fl. "I - � E�D. EDGE DISTANCE -SEE SCHEDULE ON TOP & BOTTOM M UNTINGS CAIN BE ( = , , . * - = * .*z = i . , -�,-,� STATE DQ :i�__ S, _ - ` _r __ __­- � , ,� --- -_ 1 GLOBAL PROTECTION PRODUCTS, I :___:-:-:- LLC. njMm ..1.1' _,B;if 'L =iL. GRAIN 91, -,mn- k__��_ SHEETS 9 & 10) COMBINED IN AW WAY TO SUIT ANITt INSTALLATION, , ....... .V_,/,�/� , I. I v ,F / No', - f V.,___ m I. - 7 MO -m I I PHONE, UITI)SW-7�L I&: (I?!A)SN4nF7 1 I. =._,�'. C`­0VC1PI9 -.1 - - - I - I 20-175 FOAMING IN; - --,--"- ____ -,-- __ " /0p(N`R­ftft_i01_U-11"v - ,E %ALTER A. --t- FLORIDA 4M 41"If'Z -I&- I mm � f 1j. ------------ __ INSIALLATION DETAILS FOR SERIES 20001A, 1000,E-Z HANQ STORM PANEL J) INTO EXISTING W0012 5TRQCTURES , - - , 11-7--_1 _" 1/4"', L14C SCREWS a I,* `LC W/ 1 _______4___ 7 11 �� , I I � I - . I - _77 .4 � - � I.- � I 1 1/2' .1, tHAFCADED PENETAXTIVI � � I I . , .� . I , i - --- �, �i �/.'. L10 _1CRm 9 6' V,C ./ I -IO 1­X`E"Y`U �1= HEVER, � I =- 2'.., wow I .. , I I 1 NO, 1 /.T. LIV SOR." AT v O�F W/ - I I - . , "IRED , - ,j ,/2" M" KIFTE'WED rENrIR.kT._ - 11 1. I I - I ,X. OR - EVOT I ,/r _, -.Aqmm PsHmAtIoN I .- j, 6 Il I� , . , -IG FOOSM SO WVOO I�ADER I I I , I I L i - - 4 TO DISHING WOOP. 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DESIGN LOAD. DETERMIKE M4JOMUM PANU LENGTH %4' FROM SCHEDULE. GIVEN A NEGATIVE ASZ. DESIGN LOOO, DMFMWE MAXIMUM FIANIA. LENGTH 'I-' FROM SCHEDULE FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EOMAL TO 1K Mn" GFIVUHIED PANEL LIONOTH BETWEEN '1+' AND 'I-". I (J) SEA SCHEDULE 8aOTR FOR MIN. PANEL LENCOM FDA PORDSUEY CNIELFCATION I I t ASEM"71GAM 4WD WOOD ARE LIMITED TO I, 95 V,%J WAY A,SA, DESIGN PRESSURE RATING I - *: .1 44167 7'1� i AKUI, "OTC0. MI , IT .1 1 , , - / _TL ECOjw.- _5__�.. TE OF 1��_Z;4__;_�__11_ I I _ - - Tr"4 ] / 24 GAGE GALVANIZED STEEL STORM PANEL I oe,;;�, .OBAL PROTECTION PRODUCTS, LLC. * '.,, ,wIPI S.e 51 Smw 20-175 TRAMPING � MOVIE, Fl_ 3m,. 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I I � . - I f v --- I PANEL LENGTH WOOD HEADER � -C2) E -i I � WOOD � I 1=1IG ANCHORS I , ''I I (SEE SCHEDULE � - � , ­ L REQUIRED- __ ___ ­ ; , jI __ � li, I - , - , � - - - __ - 11 - - (SEE SCHEDULE ON I I ------ ; ON SHEET I I I I li . I . 4�r I` -1 1� 1/4' SHEET I 1) . IF � �O: Y SPACER So- � �a . i MAX. i , __ '0 � , / ` *W I �1 I I I I � R - OF *I ".. � I I i I I I . ; . 11 I , I 1 , . . _� I I . i i f - " �, , - 11"M MO. I I - ��� - I I I � K , 2* i WOOD HEADER ,,, - IL v � --T:-:=--,-,4 I I I � I '. I --I- � , I , , , "' - ____ I � - � I 7M,1' , . 11 � 'I� - - --- ­­­' FGn, , I 1 � ::: I ��, I . I I ,I ED __ � , I " ; - IT _4 I , I I � � � T_ � ,��_ I , - , , ; I - � I6 I - i 1.1m- - _�­ I I : t : � ­_ , ­ ,-,-,-- � W Mo. LONG ALUMINUM iP;F&EfRs 0 t2 1/2" I _� I I I �j 117 Z I f -1 1AU, � � � .� � OC, (SEE TABLE it ON SAW IT) �j � i - i ,I I Mi.. � C, j, � � I SEE NOTE BELOW FOR UMPATIDNS FOR I �_ , , , � . - LONG I SOTAPATION .'.1 � SUMvEs. I 'I � 1 4/2 ILIC'NT" MAX. ,I T I I I ,P, � TO GLASS !�� I � PA,Y. - �J I I � I , I- t PAN LENGTH I I - (SEF SCHEDUI i I (SEE SCHtiou" (SEr-SCHCOULE I I :�, � , I ON SHED 3) � ON SHEET 3) ', i -PANDL RATE FDOTS TO OR PANEL MATT � I ON SiLDC, 3) 1 - - - - - I , I , - ,III - �,� I PLUS (SEE SCHEDULE ON SLIET I 1) ,/"=,. I I r, I I a , it - , _,� I &I �x � � T 9 m Flow- 3 1 ul.�' I I-2, i � I I . 4 I SEPARATION 1 I ,D,S.t, , I I =X-1-11) EXISTING 2N4' WOOD - - - -,I, -4 9 I - - I GLASS ----I �', Ul� PLATE REQUIRED MASS I (.T .". - - � I , �;; st.-EET 3) ; r", I - J�-. "i) I ", I I DIREO MONT W * I - I __ - __1 ALIERNATIVE 2W' F 11 I __ I . I , ���: I , ,-- : SCALE 3/11.1- 1 1 � , cl ) I � .1 -y; 7 I SEE ON SHEET 11 FOR MAX, PANEL LMTHSS a � / " 11 i sox I� , " I , " . , IT AI:LEA_11 I 'L F0 - .0 DESIGN LOADS FOR THIS INSTALLATOW I 1, - I I 1 , f C,,w, � � ,--,-- -, , , I - s, 11 , - �, I I � - . - I __ � I I - i I . � a 12 112� ar _-L I -, I. --I 3 4 7 I - -_ ,:., ------- ------- E�- I __ --- I. � I I I i � � � I � � I � I I �; _ *DOD ANCHORS I * * NmL- j L , _tsswm�u ,� __ '_ 14 � I I I - - - � I i � I I i I _. ' STAGGERED W/ STUD 2. 1 ��: - , , I - - I ---,I,.-- I , I 1 � � SPAM m RW` K I 1/z W, ! I1, . - T, . L I (SEE SCHEDULE ON i LONG, - ­1� -A-- _­�� I i - - I � SHEET I]) OU`UWFG3 Wmw W-9, I 1� I I , � !� --,-- I I- I I I � (I t 04FINLOTOR 6 LWORD TO A ONE IFTM I I � I , I 4 [*­N­grE_ ------, I I ": . � , . I � MAX MEN, FOOF LIMIT MO 6 . REMOTION FFT ANY f 2'.4' WOOD , I I I , ; I I r PLATE RECINP0 " -, , i I . � � MAAND HOAR, CURRENTLY 00CATED ON SHEET Talm) I 1, I �, WOOD ANCHORS I I �,,� , � � I , . *QOO , I L' WN, STPA&MON TO GLASS INDIDATITO i " -'X4� i I � STAGGERED W/ STUD I : ,� ­� :� --�, CI) ANCAM GMF4 THRU ODUPON0111 94 (PANEL 14ATE FEMALE IV 04 ! ,_1 I . I ON SHEET 3 WIT PC REDUCED TO I/0 AS I , � , ; ',,-, "I PLATE REQUIRED I i -� -1 , - 1 PANEL ANTIC PLUS) SHALL BE �AM IMMAKAI AT 6 114. GC. I :I, (SEE SCHEDULE ON , LONG AS TW FOLLOW00 CMDMD.% ME I , - I , I � I SHEET it) OOF#4= w1w. I 1 (11#4 19 A AFFISDAMONIM FROM 12 f/2- D.C, SPACIVIC ALLONSO ON I I., 1 i SAM 6). .. 11 : . 1� . 1 ; � � I I � . ! RAMM IS .60, -65 pAJ I AII MAIL, a- Om" FmtL LENGTH IS Umm TO TRI Ft my OPENM �' I � - �_ EA j I ! ! MO IS A AISTIVIVION FROM LARM PANEL LOOVINS ALLOWED ON 1 � 1 OFT wommum smo, PAME, Lemm Is I I I MQUNT I 1 T1 - � I !!REL, I ScAvOULL smer,'11. . � I � (4) I 1/2 LOW SPACER CDWPOKW PA SHALL BE AS INDICATED ON 1 M WALL MOUNTING ! (3) STORM PANEL INSTALLATION IS ONLY ; i WJ7, WALIATION 1 ; SCALE:I/8-1* I ;X LOW S`o" " "S ONLY N; WDOO IFAWE w&u- I 2 3 A!I DUVIRED Of A,7w wm AN D3,D I WMO (OR *ft ZDHESot, : ALJERNATIYE IW I I � . C-IM STANDARD A" THE 2M (74K EMM) Or THE FLORIDA ; SCALE 3/8-i" ! (1) INSTALLATION IFAUD ONLY FOR WIND I BUILDING CODE 1 I ; 7 ZTFn I, 2 - " PEA Not, E L 'w-01i""NOM, ; OIL I I 4% I I i I - i _______ _________ _. ____ _.- A,`�:,Tltzl"A*, I 1-'� *** FL NOTES, .. � �CEN'Te*.L!F1_s ORIDA BUILDING CODE (Won High Veloolity Hurricane Zone) .. I INSTALLATION ARE ONLkr VALID FOR MAX. IUS 0, 4I -' No. 44167 " � �m nuim M. : = : z 24 GAGE GALVANIZED MEL STORM PA14EL I - , DESIGN FIRE-­URE RATING (p-0) AND PANEL LENGTHS = = ; * ; - � - . _*� TOP & BOTTOM MOUNIINGS CAN BE ,AS PER SCHEVEILIES ON SHEET 3 (EXCEPT FOR = - I --- � -------- ­­­_ % COMBINED IN ANY WA'? TO SUIT ANY ALTERNATE 2W') 1 -:�.% S-T! I =_r-�) / I I LIE C 0 \ GLOBAL PROTECTION P - , m.. I I INSTALIATION, I- - , �'IOR0 I " 7 ­­ ITIMIA 'ESTON, 010t, S.., 5 IVF`w --±,-E , 00 I- -I=- itH JP==0.0t1I=. , 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,�OR0 " -4 EN DOC FL W. 20 -175 , ,4i" L PPV.!�� 7�%, FAIL j"timp- MEMBERS TO BE SOUTITIMN PINE No 2, W/ SPECIFIC "vp"4i, , PNN�� PN-I. FNIO,el OMNi" m" 00. N., CII.O006712 ­1 - I -]-.I 1 ...... IF . "U.w,iVVNA.m TOLTITRA. TVI .�, P4 , b.II i. __w'AEV_1, P !t_�_ __7__1_ ---,------- _ - - ­ FLORIDA UP 4.147 . I I I I . ___+_ - - .1 I h [-----,---------- -------,-,-,-,-,-,-----,------,--,-,----- --.---- 2ENEM-um (C) TO JLAI�7-hg-WQkP,-,'MI�L-SR"k-'-,OAMII-tL-�-0,,kLMItW� �1�91�ei.L��!,��.&;��� MUM9ENT i I (PE,M) HASISEEN VERFFI IT FOR COMPLIANCE "s ACCORDANCE I1x"& TAPCON IMUFACIURED OF ITW, BUILDEX, INC, AS, U aAK WITH THE 2020 (70, EDITION) Or THE FLORIDA BUILDING CODE. THIS STORM 'ANE1 SHALLENCA BE INSTALLED AT HIGH T�ORS, - #14-10 PANEL FvmLE o Am PAAELMATE P_US ANCHORS, AS MANUFACILIRED UY 11CO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONE.S (MIAMI-OADE / EIRDNARD COUNTIES), - 1/4-0 LAG SCFA:ws_ PER NLT�s DESIGN WIND LOADS SHALL' BE DETERMINED AS PER SECTION 1609 Of' THE ABOVE MENTIONED COM POO � FASIC WINE, - 7/if;"o . 5/R" WOOD EVSHINC, AS DISTRIBUTED By ALI POINT SCAM 800 & 1:PECALTY M SPODU AS REQUIRED BY THE JURISEFTIFIGH WHr.rE STORM PANEL WILL BE INSIALLEr, AND FOR A DIR-ICIIONA_� FACEOR K.0-085, USING ASCE 7-15 AND SHQ,I 40 EYCEED THE MAXIMUM (A.SO.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PEMETRAII.Qk WTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2' FORT Etcc PANELm.ATE PLUS 3. 9 THRU 12 & 17, 18. AND PANELVALL FEWILE TO IN ORDER TO IVEFTIRY THE ARROW CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRlit REDUCED TO A�S,D, DESIGN PRESSURE RATING AT MULTIPLVING THEM fly 0 6 IN ORDER TO COMPARE T�fM */ 40 (A.i O) C 2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOW FRAME UNIT SHALL WE 1 1,�Z* NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRILL 12 & 17. IS PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE ACQUIRED THREADED PEN-TPATION IN ORDER TO VERIFY THAT ANCHORS ON '� HIS P ED AS TESTED WERE NOT OVER STRESSED, A �= INCREA,51E IN � OWABLE STATES- 'OR WIND LOLAWS WAS MR USED IN THEIR ANALYSIS, FASTENER- SPACING TO 'WOOD 14AS SEEN CETURMINED IN Q.!) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS NDICxnD IN ­5 DRAIVING ACCORDANCE WITH N.O,S� 2014 STORM PANEL'S ADEQUACY FOR VINACT " WIND RESISTANCE HAS BEEN VERtrIED IN ACCORDIMCIE WITH SECTION JECST". OF CA) MINIMUM PENE'TRATION IV WOOD BUSHING SHALL BE 5/6" t14" ­2C SCREW$ USED SHAI 13E 1 1/2' LONC MINIMUM Tj1E ABOVE MENTIONED CODE AS PEI' AMERICAN TEST LAB of SOUTH FLORIDA REPORTS #0014,01-01 AND #021SO2-09. AS SHOULD STUCCO MST, MO l" MINIMUM FOR WALLS WITH NO STUCCO. NET MD 12-29 & ASTM E 3aD-o SIONOARGS, AND AMERICAN TF,51INC LAS SOUTH FLORIDA RETIM #112301-lu AS PER - OLIND. ON IHE EYIS"NO I#,$- O AND TAS-203 PPOTOCOLS, AND AS PER CALCULATIONS PERFORMECT IN ACCORDANCE W/ SECTION IETDF OF TRE fb) IN CA5T THAI PACC�Sj STORE, OR PRECAST CONCRETE PANELS, STUCCO ON WOOD BOARDS BE F, 2 I ' -STRUCTURE " - . FLORIO- FILIA.0lur CODE WAU_ ANCHORS SHALL BE LONG ENOOZ14 TO REACH THE MAIN BEHIND SUCH PANELS .%A ANCHORAGE SHALI BE AS MENTIONED IN C 1), C, 2) & C.4) �� 2 ALI, ALUVINULI EXTRUSIONS '10 HE 0063-III ALLOY AND TENIPC8 iUNLESS OTHEROSP NOTED) SEE SkEr-i 2 (0) ANCHORS, SHALL BE INSTALLED ROLIOMW, ALL OF THE RECOMMENDAPONS AND SPIZIFICAPONTS OF T44K ANCHOW5 MANUFACTURER .%j 3 ALL ALUMINUM SHED 14�54,L USED Al CLOSURES SHALL HAVE 3105-1114 ALLOY 8 PANELS MAY AM BE INSTALLED UORAZONIALLY FOL-10WING INSTALLATION DUM45 SHOWN ON SECTION T THROUGH 6 (SHEETS 4 1 'ZI I 4, ALL MEL SHIE1.1 METAL PANELS IIHALL HAVE STRUICTSILN, QUAU`TY MEL, ASTM A-053 GRADE 80 MINIMUN, C-W GALVANIZED ,HROUCH 5) FXaPT THAT HEADERS(D Ittla STIALL. NOT BE USED 51M DESIGNATION W/Fy- 1421 I., (AFTER ROLLECI 9 ,I Skkt Or, IfIE RESPONSTOWL Of THE CONTRACTOR TO VERIFY THE: 5OUNDOM OF THE SITNICIURE WHERE '5HQTTER I- TO BE �4 . ALL , - I � I . '00�5 W1 50 Wi Yltlb STRENGTH AND, 90 � TENSILE STRENGTH ,AND SHALL COMPLY W/ FL, RIO. BUILDING 001 5EC11ON 2.1 ��.,% It' EAC44 REGULAR STORM PANEL VIVO, LENM$ OVER 90- AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNAMIES III, 3W & .W ON . SHUTS 4, 5, 6 & 7 RESPEC`rKLYj SHALL HAVE A LEGIBLE AND READLY VISIBLE MAR1,1FIG INSTRUCTING OWNER OP TENANT TO I 0 BOLTS TO OE ASTM A-307 13AIVANIZED STTSEL� OR AISI 101 15ERIES 5,"AIRILESS S'ETLr WITH 36 �. ANNOMUH, TIMS' STRENGTH SECURE PANELS Wnl� APPLICABLE 11FINFORCEMENT DURING PERIODS OF HURRICANE WARNAMS I , I ANCHORS Ill WALL SHALL Ill AS 11111OWS I I TH.E INSTALLATION CONTRACTOR ,IS TO SEAL/CAULN ALL SHUTTER COMPCYIENI EDGIES WHICH REMAIN IN fONTINUOUS ,-- - " "' > THE PUY-OR40 TO PREVENT WIMD/RAF, INTRQSXJN (A) I�L_Uw&Q_PQv%1k_C&p:_R[v_ � - - Ii4_0 TAKON ANCHORSAS MANLITAG11,1RED STOW, SWI-OEX, INC tM;,,, -'­1192 ;,�-6 12 STORM PANEL INSTAL_�-DON SFIALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AM ZOLQNC� TE-1-1 .1 - , /4� # k 7/8' CALK -IN AW11095, AS EkAbhIFACIURED BY DEWAII INC PROVIDED 91 IRE JURISDICTION WHERE PERMIT IS APPLIED TO 9 - 1/4'. 1 3/4" 50110-IFT AhCRURS. AS 161STRIBUTFU BY All POINT ECIZEW. WE-' & SPECIALTY CO !,I (a) 1HYS PRODUCT EVALUATION DOCUM IF ED) PREPARED BY THIS ENGINEER 15 �;FNEFFI: ALIG DOES NCT PROYID IN- V.-KICK, ENT , .,-QT,. . P..,) #44�in PANELMATE FEMALE ID & PAKLMATE PLUS ANCHORS. AS MANUPACTUFAS) UY ELC/j CONStRUCTION PRODUCTS, FOR A SITE SPECIFIC FIRNECT, I. WHERE TkE SITE CONDITIONS DEWTE I- - ­­ > - IV, . IF; CONTRACTOR TO SE RESTIONSIRE FOR THE SELECITW4. PUTtCHASC AND INSTALLATION INCLVOIRT, 0C SAFEl OF THIS PROD 1/4"IF 2A)AAC MAILIN AWNURS, AS MAN OCIRATED FIT DEWALT, INC BASED ON THIS P1_0 PROVIDED HE/SFIE DOES NOT DEVIATE FROV THE CONDITIONS OETALE�_ ON VAS DOCUMENT :�;� 4 li MINIMUM EMBEDMENT OF MPCON ANCHORS TOLD POURED CONCRETE SHA,11 BE 1 3/II', 2' FOP 01�0 PANELMAI'E. AND CONSTRUCTION SAPE11Y AT SITE IS THE 431,INTRACTOR'S RESPONSIBILITY 1 i/4- FOR ZAMAC NNLIN AKINORS. (c) THIS rptuoucr F.,vALTjAlTQN DOCUMENT, WILL OF CONSIDERED "mua IF MODIFIED A2) 1,ALX. IN & SCUD -SET #INCHOR-S 5HAL W EMBEDDED 7/8' INTO THE POURED CONCRETE NO EMSF,MMEOT INTO STUCCO SMALL Of PETTIATTED- 114* 0-20 SCRENS USED SHAJJ SE, 1 1/2' LONG MfNQQM SHOULD STVCCC EX.151. (dj SITE SPECIFIC PIADJ5,11S Skkt HE PREPARED BY A FLORIDA PE,RSiIAED EN91NEEFT Oil ARCHITCM WKIL� WiU. BECOME THE AND I� MINIMUM FDA WALLS VITH NO STTUCCO, AND MAY BE HEADED SCREWS OR ALL THARADE-D SDRM VY/O HEAD, ENGINEER OF RECORD (E0,k) FOR THE PROJECT AND WHO WILL BE RESPONSKILS FOR 144E I'LIT WMI WNC NO-- PROPER USE OF rHF P E D M-CINEFIFF OF RECORD, ACM140 AS A OELEMATOD ET&NUR TO THE , 'ED FYTGIN�ER, SNI SUBMIT 70 O.RS LATTER INF SEP SPECIFIC DRAWINGS FOR FFEIAi�W, A-3) IN CASE THAT PHfCk5T STORE, PRECAST CONCRETE PANELS, PAVM, STUCCO OR WOOD OIOAROS NE FOHNO ON TkE i E1,17.1RIC WALL OR FEQOFr ANCHORS $RALI� PIE LONE, ENOUGH TO REACH TK MAIN STRUMIRE BEHIND S41AH PANELS (,j THIS PE.O. SHALL SEAT, THE DATC AND QJYC�ANAL SEA ANO SIGNATVFE OF 14E PROFESSIDNAt ANCHORAGE SHALL Or, AS MENTIONED IR kl) ANG IN k2). ENGINEER OF RECORD THAT PREPARED IT ED) rc-i�.XisLiti.;-�.V�KW�-3LQW-Vi�-L-A$-Lm--L-M� lk SHUT IT MANUIAMPIER'S LAREL SHALL BE LOCATED ON A READILY VISIBLE LOQATO� AT STORM I - � SHUTTER IN ACCORDANCE WITH SECTION 17091.2 OF FLORIDA SUILW46 CODE ONE LAM, - 17APCON ANCHIQRS AS MANUFACTURED BY I I W DVILDFX, INC, PANEL 11 - ;/4 SHALL BE rOMP0 WTOi SECTION 17CS 9 3 O� THE 1 /4. PLACED FOR MRY OPD41MC LABELING : . 718' CAUK-IN ANCHORS, AS MAOMUFACTUREC BY OrWALT, INC FLORIDA BUILDING CODE I - 1/4-0 X 3/4- SOLID -SET ANCHORS ' AS OffFROILITIFO IYY ALL POINT SCREW. SOLT & SPECMLl CD j 1 4 - I 0 PAN"ATE FEMALE 0 AND PANC-MATE PLUS ANCIORS, AS MANUFACTURED By ELCIG CONSTRUCTION PR%�11111011,01 - 1/4- 0 ZAMAC MAJUN ANCSOFFE, AS MANUFACT,IRED BY DI'LWALT. INC "W� �;. �14 e�4�4,,,, I .."N"; , ,�r .. , . _�_ � ' ..,/ �, -� -­.. 5p -.& L IT MIFYM1;M E�EIITIMINI OF TAPCONI ANCHORS. ELCO PANELMATES , 04D ZAMAC N,L�LKI ANCHOR. INTO THE !� 'Elve, Velocity 'cone BLOCK "NIT S84-1 BE 1 1/4" , . . FLORIDA BUILDING CODE (N*n High HUT Zone) . . . . . . ' I - 1 92) r-6ILK IN & SOLIO-SET ANCHORS SPALL BE EMBEDUFT) 7/81' INTO 'HE CONCRETE, 81-0:x UNITY NO I : IfA,44f67 '.. = .=F. M_ I,4 rp 3ugiat" I 1:= 24 GAGE GALVAWED STEEL STORM PANEL - - : 1 1/2* S�IOULD jl`Tr�O 17XIST� * <;be4r._____ ----- \ - ___ - . Z;:� " U COD -SHALL bc PERMITTED, I 114, -20 SCIPFAS USED SHALL BI` LONG MINIMUM � _;�� - I. AN III . _ ­_ I 0 1^ INWUM POR WALLS WITH NO STUCCO, S= 11 STA ' - - / IL ECO..c \ (;LOM PROTECTION PRODUCTS, UC- "" , _ _ .1 - F � - 11 _ .r * ��-, A' — AUNT i. 11 5I. L11-1 ." I T`LU`I __ A, -1-RiN. COHPARY �� IN CASE THAT PRECAST STONE, 00 PRICAST CONCPM PANELS. STUCCO OR WOOD BOARDS BE IS) E"1081 - , 16V_v�_ - VA"C I -1. 20-175 . _ _.. _ �, _ _ _. — ', .. �, KPUNR_,�� ,NL EXISYINC WALL, ANCHORS SHALL BE LOW; ENOUGH TO REACH IRE UAIN SrRIJCIIJRE BEHTMO SUCH - OA,"4;�- - -1 ­­ (�Yum`­VTIP ��.,��.%--- "' . - ___ -, - � -_--�-T­--_--_---T-_ __ - ANCHORAGE S14U SE AS MENTIONED IN FLI) AND IN 0,2) . WWI, - - .!!�_ . - - `14N,�;.'i"U­+k%­ �E R �*' _�Is E " 14 %.,w.i'FAwPv .H � TILIK ., F1 Br , IF 11'.7 -1 ;;� I ------- , - I � �:���_ - I - INSIALLAIION 12ETAILS FOR REGULAR PANEL,J) I I INTO POURED COCRETE OR CONCRETE BLOCK 5-TER-MURES I POURED CONCRETE - 6XISTING POURED CONCRETE I __�*Tlw, I 09 CONCRM BLOCK CONCRETE BLOCK I , - ,,.,, -, , " J,� FIGURED t�_ �,,��,, REOLIMED. ANCHORS �1�11� CONCAM ANCHORS - ,,, -T, (SEE SCHEDUU, ON - - - - -�, ', I COINCRETE - (SEE SCHEDULE ON , , ,1E / E1111 e DUSTING POURED SHEETS 9 THROUGH tw Y%-4 � ,�m I I - r-_1 t ,7 SHEETS THROUGH to) 'S;`,v��, I -.1 (-2) CONCRETE OR -, �--l- - IT -, --/Z' , - I ....... I - j s r I,: 4/2' I CONCRETE BLOCK REQUIRM I I' --- O� - - � �,V-. I,- I. ,I' ­� �,��g,�, � �1� �11­ 1,'11��, �,A4 'I WA" , MIW I_ - - � - �, , , ;,� ,t/4' � I I �`��' I MAK � , � � ... � 1; I � . ...... CONCRETE ANCHORS I , ____T_ , - " - I "R ", I E-C ��,'��;,��`, ;� i E-P �,­ "". I ,__'zlm , (SEE SCHWULL ON � ... ft I sma-M 9 THROUGH 10) i I A/W1,­1: ­­ - ,�� " ,�"'�,� -4, =0 11 I I 1 �� _1�1 � - 1, ,� - - -11 �_, � ,,, I �� ,,,, . :: ... I Eaf �U I F. ­, , 1 , I 1 I .. " - " . � I'll, � � � I , , I I 1 , PC � , , . � - � I - i I I T` - .. � � It- i I I 7 I I I -,-- I I o -- -i��­,Y­---V- -, 1 I I --i--"j I/._,,thI1 r-­m-=_,@ 11) 0 i ft--.---V-. . __ J_ . G­- -- - W, - - -t- �_ z_7 - - �_/,. ,�BT.10 VI ,I-- N , ,,��,�, �, � I . � " � I E. I, --_��,-��,-;'r - I I � : I I SEFAVIATION i F __ TO CLASS. 1; (SEE SCREDIUkE f�� i � - . � I WHIRtfAREIr I LnWv` ONERF-071, ,L* V IT SEPARATION LoGiN OAR 7�, j 1 E`W` `G" P"o' A S. ( TO =LE 1� , , - , , H, 1- ,,- : I P .",MA­1 ON SHEET 3) I 11 I -F.. I PANEL LENGTH I 4 I ) J� 0 � _ , i 11 I - I (SEE SCHEDULE j 1 � , 11 - i � . - I M- IMIK SEPARATION iO I I 'I* a... I 4 i I I ON SHEET 3) ,I IT I li . 10 I i CLASS PANEL LENGTH I -I ($F.E SCHMULE PANEL LENGTH - ; (SEE SCHEDULE CONCRETE ANCHORS I - ,/' ]- (SEE SCHEDULE ON - 1 . � I IT � �, (SEE SCHEDULE I ON SHLET 3) -'A - __ ON SHEET 3) - . ON SHEET 3) - � I I -1 - ,G1 SHEETS 9 THROUGH I 1 - �ii wx. 4 1.), 1 (�) 11 I ; I , I "I I � �, '1� " � I ',I I i OF *L L I - [ MISTING I _,I 1 0 � � ,�, �� 11 " � I � ,",�­�,,� I ... , , , , , 4- I At", 11 ,I SOX � _._�",��`� ! OF �IL` � GLASS I . ; i ... cill : �11'_11,1 , � `�,, ` I - � , - - i .*oz ,_,� " VZh '� , , MAX M : � I , - " ,�,�,,, �'­" 1��_,��l 4�',":,�,L,', � 1 [ I I I ��", 1",,� - - I I i i�? � �� . ,�; " �: -' ,,, �-,, I � I E , � p I I : "I 'l-, ... I';'- I � i -C i " ", �, ? �, Al.- � I � Ell). i I I _6�, I- I �', C-0. �;� "_`�',��`, ,,,­­ ,_', I I 1, 1� J� "' r I,2, , I.- .111, 1 , "OR ,�;-'/�� � " " I , 5 F , , - - ,. I, _ � ED 1 12 i/2' 0,E � 1%514;�11417 , - I I- 13�; - APFUCABLE) ( I *(A- � , , I I I ­_­ 1 , - � @ 1.11 - NIAp V -, .- wixxon, m FcAEF, OR � . 4 - ss .- ./ TAT I'll 1,004CRETE BLOCK I '. �,�, I . - . �T I REQUIRED. �,�,��,,, . ,� CONCRETE ANCHORS, , - _','-,,',��, .� I (SEE SCHEDULE ON L * 2�_� � _____ I _4 , * 4u 1 7�,�_, I � IS- � I/ -ww 0 IF 'Ir GC, I , - � I _L_ . - A _ � I � - ___ SHEETS 9 THROUGH 10) - I Ar", ..... fi �� I � � I �, ,,I,�,; Zo,"' - I- MI, - ., , . , - I r - ��L . - � � OR CONCRETE BLOCK ALTERNATE CONCRETE EXISTING POURED CONCRE-FE CONCRETE ANCHORS ELMATES, A4C USED, - REQUIRED. ANCHORS OR CONCRIM BLOCK MURED. STLAGGERED wl STUD (SEE SCHEDULE ON ISEC SCHEDULE ON I SHEETS 9 THROUGH W) I SHIM 9 THROUGH 10) I JI LQ ILIT MOUNTING I Ui SCALE 3/8-l' _W*��M� SCALE 3/8-1- WALL MIMI WO I I&= MOVIII BECTLQR211 SCALE 3/8- I - ,0117 MILM"', :__* I ....... '111i `�. ` � , CIE . %CIE .... . kr,E � __ FLORIDA BUILDING CODE (Ron High YgloeTty, Hut iCqno Zone) I . *1 _% z -' : 0,44167 -1 =_ 020m ALICOP, - 24 GAGE CALVA14MED STEEL STORM PANEL F.'. E.D. - EDGE D ISTANCE (SEE SCH LITE 0-4 Eoe� SHEETS 9 I 0) NOR _fDR__Q�1IQN_QE_ffaT1m3 TOP & BOTTOM WOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY J: . = *, . III, .* * � - . . , � ::, I , S_ -1,". STATE 0, - ­ 1 . z 1� ��.-. "I II, ' -----' onto ',.- , ,,;, . -I,-,- . N / - -1, 11LIECOiNic � GLOBAL PROTECTION PRODUCTS, I.I.C. :i. fffig*_ a ENGINEERING CCVP"1 Ism S W. 5 STRW _.­,.__,IN*O0.K­ 0"E"L IML` DA". V, . w/;T/X,u. DI'm - 20-175 INSTALLATION. . .. /�..��.-:,� I -,,I,,- .11.1 ! mm IF- P`TONU - - (�)M­FeL E� (00919-9707 !M_ - - I I � ..... E."TIXTE n III,% c,,-Fow.,v I, '=it', ,44,7 . _?!�� SHET, . .,a - - - I F--'---------- , INSTALLATION DETAILS ------.-------.— FOR REGULAR PANEL (I-) INTO WOOD 1 _:7;I._ " �_._ - - . � I I I - ALITTINATE LEG 4w (Mm.) EXISTING wow- _`, , 4 1 BEAM REQUIRED STRUCTURAL . . I -, - -_ - I � - - ___- - - I -_ LOCATION �il � I I ADEOUACY OF FX15RNG WOOD I . I � I I � BE" To DE CERTIFIED BY - AEG -4- ED -- I - : I :, I �� , i , REGISTERED ENOWES OR ; ARCHITECT PRIOR 710 SHUTTER , , I I I . -.11". , I . ­_ . t: I . 0 - I �, co . ri� INSTALLATION . WOOD ANCHORS I - , 1 I ,_ ALTERNATE WOOD ANCHDRSS . -.-.-- ,. o ; 11 - I' MI- - -��NIUO 1/4 1 , �SEE SCHEDULE ON (SEE SCHEDULE ON 1 ')j . 11 I �; � - EO - ED - � - " RU,rIV, Nx So" oft , . . . , , SHEET III, I SHEET I 1) 11 - - . - __11 I � - . .1 -, - 1/.�.P,T' SS .. W/ - - EU 11�11� , 1 . I - � _1 I I 1: i I 0 ,2 'Ir 0,� I I - -, I/` WOOD HEADEA � ,/v , - __ " ___ - - ___ . __ - 1 _j7____ 1 - 11.1 I EXISTUN11 * I - _ I ---, ,;�; ­­­- :I , - � w ; - I __ I I",­Tj:NT` I -" __ . GLASS �, � . A Ele ILc, .Ve I i WOO ANCHORS .._ _,__ _4 �. I ; � I It I (SEE SCI-­ - - - I I I L Fe., : -1 EPARATION TO (111 SHEET I 1) "I I �" 1 -� 4 � 11 -- ----- � - " C�) 11 -4 OLASS,(517F I � �= i 1-11 , : $CHODULE I 1. ON SHEET 3) � 1 'zz-.i;mT j.-p 1-11 Y __' W� SEPARATION TO CLASS : I � �, I t - NE - - �Ir= h � I I 11 I r-ri Mo - I -- -- - PAN LENGTH I I - - __ _­ r I 1, ___,_.____ I - t%i SCHEDULE ON SHEET 3) 1 - , - A _ , ! - . - " - , 1 I � ,1.)r v MAx S. PANE1 LEW11i 1 m m O'� , . AVID, (SEE SCIECILL, w uHvN Do ?,--rI ON SHEET 3) 11 1 , (SEE SCHEDULE " 4 1 1-1- 1___ "_�, - ON'Lim 3) -zs1_1 I , '1- - p - --I - __ * - T I . I I I i - cu I V ­� , ,� , - �_ - I I- , ,� __ ! _ I I I 50% I ILI 1 OF ,,, C, ) - � I O. I � MAX, I *' __4 ! �,_` I'll I I C4 I 0 12 �/2, O,C_ j I � I I III ,-, A I I I I f NO FINISH I A . __ T I 1.1. I i ! I k-L - - - 1 I ----- -- J I A - I I- , I- -_ _�� ED . � I , i _�� , ,,- __ . I/ I 1/11-ws, - � �� 0 6 ,�r ,:� s � �! � I I - -1 - - I - HEM sm"I I/.- a � I -_ ­___ � -.1. - - - - �� ... ... . I . 'i I I I I - I I i , I�, � -1 - 11- ­­ - -- - -- ; xs- WOOD I __ - - - , , - � - � - - DECK REQUIRED 2-.4- WOOD PLATE. , "I REQUIRED _ 11-1 I I -� � � , I 11, 11 " � #OCO ANCHORS ` - � �, . I I I WOOD ANCHORS - _­ I 11 ,- I � � , ; . �, [� � 6in: SCHEDULE ON 'I I (SEE SCHEIDU­ ON , -, -� 3/4" - - _ , I �_- , - � : � ti, � �);irr I 1) � ­_ = �= ��_� - _ - ,, SKM I 1) .I.- � 1-1 ­1 � ___ , . 11 I 4 .� li`� �­ ,� I ,--- 2- mi., -- - I 1: � -A - - " " I , ___ , ­ - I911""ND ELOOR MM11ING ALTERNATIVE M BUILD -OUT ALTERHADYE moutjjjhg 4W I SCALE Zfe-l" "MMI., � mg,"vo SCALE 318-1- 1 . �11",/, j /4�v��6�, .. � *` N,y -..vA- e .. '. -1 N(m, NSIV-f�QR_ COMBIMTjOR_Qf_SLCL1Q_NS: 1, INSTALLATION ARE ONLY VAUD FOR MAX, AS D TOP 6, BOTTOM MOUNTINGS CAN BEE DESIGN PRESSURE RATING (p,s.l) AND PANEL LENGTHS - ' E . . . No. 44167 '. zz z . - = * : - : ---"V - - - - T z - . - * z: S ,� '�. STATEOF - FLOR111 A .= Pvm II;c BUILDING CODE (Won H11 h Valocit Hurricirrie 24 GAGE GALVANIZED STEEL STORM PANEL Zone) - - ITT! COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTAL EATION, 2, FOR NEW WOOD FRAME CONSTRUCTIOW WOO D .."Q7 " I --- I '�, - "', 0 R,J�.) . " ^ . �� t-j�,-,i :-,.--- - -� -- - - - .� Z" --� /` MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC DENSITY OF 0.55 OR EQUAL ...- W - _____ , S/6(11AL t- � . � - - WLIT TESTING a Fkax"am L., ,VuP , -W 5110. 51 STRECT . "", IIIIIH "I", I �,�,`L;, FAM.. AN, � IN, X`F __ I... D -W, IS, ='. I- 20-175 . . . , , � Ow lt�, PAT) .1-1 " O,')ow_76.e YwH)80-fim - ­Ao MONA 41 L------- ___ IP-00061TO WALTER k TILLS, J, P1 afto ulk, i ."67 w-A; I - I AIPw-, - iLTiEffL � Amer � III Ni I - ____L_=�� _a-` (1) (1) = — U) M (3) m _0 > r- 0 L.- L_ ­0 C m -0 a- . -6)-4.- Q) a) 0 — U) -!=: Q) -0 0 '�o -0 \ = 0 0 -= (1) L_ 0 CDL = 0 ii: C: (__ .0 LIL. — M 0 - 16+_ CO %%# U > U) 0 U) a) L_ L_ II CL Cp .- C/) 12 CU CL - r- CU C _#_j :_ �- -0 — U) < = , OLL- = - 2t2; : cc C_.1 Z'� ! -m � �7- M 2 - C= - 1) _= CN = 1) C= CR C 2 4:14 - w ::e . _r W 2 3- .= W I. E - I) = _= = t , Z) := ,�c � 3: :� = 3 w CUT _= .- I-) Cu , Z" = C= ; C'=W . !2 " V) -a _= = E -2 = 4 Cj_ U - 0 z w mi a) C: m L) 0 L. L. =3 LLJ 2 < = z < _j a- -6-0 (1) a) C_ m > 0 L_ CL 0- < . . . 0 :3 _0 0 L_ 0- (1) Cl) m m SHEET NO. SH 1.3 A • END Q "OLIR1 INSTALLATION N POURED QQNCREJE. CO CRFTE BLOCS OR �NO(iD STRUCTURES, VALID FOR RI&VLARp LIFE i SAFETY & F-Z LNG STORM PANEL j) SYSTEMS .._ ..__ 11 I I I j��, 3• O^ POURED L'(eMCRE7G .0 BLOLTt oR ,V •0 YbwCRETE vARtEi '+' yA, 4' AY10O FRAME 2' a 3' e. 09]" 3105 H-14 0R .'_ V rl 1 ® Al REED 5763-TS ALLOY CORI. ALUM. :. Ir", i i/z' TAPEON a ,2'04.. , 3r4 - e '- POUR© L17NCRETE. WNQt€iE I` J M(tt I POURED CONCRE'E I i I 1/4`. s 1 ]'!' TAPCOH DBLOC. OR 2`ad' aROO} tRlAi< A,/ _ CONCRETC $L9CN OP AtlliOR 4i i2' O.C. 7 I JY •-.}_M,,,-T;:: 2'ka wow i'AAu_ ',�. DR® 'M �RE9VRED 0 s suerPSNttt.a a. z/ (} GAP I i 4'A a t } 4• _ 1" RAP+'.., R ..1- P4MEL`` e _C# A 30 O ,-., � VARIES .. 'Y'J tERNAtE LOU lDOATON �\ AL Mm s�`- i ' 0 12' O.C. I 2' 2" . O55' TO S' . ' 'aNt ,F 2' 9 cow i+ I E n 5` M. t +1 N: E Or SU L IiMF I -, HQ5 +1st m 1 3 4S-N18+ SHEET ,0aa POURED ft 2'v4EPE CalirRAME 2' % 4' % 1 5• .E TPAt'+, METAL A,r}kL DEl1't' PLaYE 1 r_ 9L 4R x'li' wP70 FRAtAE 2 1 OG 7'" •Yrfl 1 : ftEOINRFU �S 380E-H14 C$P 1, z 1 z' r r / s 063 ALL PALL, 2' ( / MY, i 4-" CANT AILIM, ANCIE .`• ux J o. MaA caP 12--am ° / BOL ORL0721 e 12' O.C.- 11OS-Nt4 OR 0 ALLOV ANGLE w/d4G%N1J7 Cant Aalm AN0.E v,C CAS C tPLAN) CASED PLAN) CA5 A PLA } E C B P E N CASE LAI+�) SCALE 1/4--l- SCALE qer SCALE 1/4'-I` SCALE 1/4--/- _.__ s -i 5ffia?-SR OR CALK -IN fkl EV:O PANOL M1E h _, I _ P011RED CONC1¢Tf,,, EX1StN1G LMM AT "TFAMLE O ANO I-,-,- ' '`, $' -.Y 4 CpMftiLTE CK -'TOP BOTTOM OR P , P '' 4 1 j�7^gat Q1 OLIO TTO-ANE..MAtE W5 (SE£ Y", 1SX PpuRTD CONCR s I .\ I /"g;^�r) •� '`-� OR 2S1' WOOD SIQES OF OPENING StAis-Dtfl.E BY, SPIYETF 9, ,.- - (MIN. PANG. : rwLn S` ll-15 U FRAME REWIRED AS APPUCA$F - ,a 8 tli OVERLAP BEYOND OPENING W{CFH) .P FE61XNiCttEtiE. OOWRETE REQUIRED r i"-^, I .; y ;. ...• "• ,.. .:..1., aLaCN OR 2'x4' WOOD rPAMi ,,1 -- a P.EQLte,EC1 ..::� ..s_. r .} ,; Ia.d• 1Aa -. ., _ 74 ,_ ......M t .--.' /` ' ',,,�® I NEAR r1AT IIANOES PAR/4SEE 1D VARIES E -.. ``S" g / i A Jt$Nl w// N!l-- - I''TNX+1 8. � AAm I •.+",,,,�,,,.! WALL (NFVBf CNt END PANEL] �.�� o z.I--- r x 0..- DISTANCE --jjiMM1;N 4 ANC / .'` j ' . . I j F _ _ ®.> �a•+� PP ai e0.n - - ,�{L1rMileHi4lClJh 4eAJ�,. V iYlN ) ✓^� CASE s . 1 r k \ WOW A wa . 4 ,,r-,Iy4i A: Tki N" SCALE , 4'.1' "I o.c , . m / s 1. Ii'� Nlc+rwF e(LH . Loov K •" ✓ -> VALID F R dT T.S T• THNA ONLY & '� a�._J sae' n.e ��• ''.gL ,• ID OR DIRECT 'I INSTALLATION .. 9 L VL�ENsf ••,,� ,`%, INSTALLATION Ci9nFlE6 PANEL INSTAt.tATiDN AT WALLS WJ z .1= No.441G] - SURFACE LEVEL VARLATA7N5 WYiFi1N 3/4" = *' X * .- * = FLORIDA BUILDING CODE Non High Veloclly Hu TOO.. Zone _ CASE E (PLAN) CASE F (PLAN) FI DF :'w ' 0w2a TLrEm PK. 18. . 24 GAGE GALVANIZED STEEL STORM PANEL SCALE IJ4'm1' SCALE 1/a"oi' 's,�,M`'•,, LORID�BRAIN ol. `r *?`� +"%�S t,s� ' Ifi>i#iBAL PROTECTION PRODUCTS, aTts1/m2o I�G CC LLC. aAX: [ INC. E e.'rNNNtl SUM r/MF)F,.`,•. ,,% .,,, y T14n IN t NfFRINO COMPAwY t _w N_ M4MI4 _ lee aw. a. a am. wwaA arx4la. H nt43 20^ 175 1 r . Iw m1-,em e.1N1M Tf-Ha, PRO,& (eMRsBA-Tsw FA%: (a54%e6a-4707 ww �CA-aOC67ta Pxl .Nan. (??MT'HNa IA P.ES�arg{DUE WALTER A TRlHr Jr„ PA. -.I- 3NCL4 6 W t4 L 4F1 (VAUD ONLY FOR PANEL iQINSTALL.ATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. A.5.0_' DESIGN PRESSURE DIRE RATING (V.a.#.) MAXIMUM ANCHORS SPACING FOR CD. a. AS SHOWN ON SHEETS a At 7 APPLICABLE , & ANY 4'OF THEKM'1 OF THEN WIMGM 4E CiH (tt,) TAPCON LAG SCAM PANELMATE FEMALE ID PANELMATE PLUS wow aus, NG 13' 3 1 13' 1 3 - ;3" tW ) (aWT 13' _ 1,7 - 1 3 l - 3 t - 3 1 w �TiTAI ) B 1J2` 6 1/2' e 6 1/2" _ a J2 o J2 {TOO) _ .. -._ _.- e- 6 1 4' 1 i' 6 4 -..._ $OTT,' .,_..._ tT01'7 5'-0' LESS ..-_ -__. a'--- -- _ e` _ - B' __. - ®y -- $,-._-$ e� - 3Pe (BOTTOM) _ _.. _ 13" _- - __ _ 13' I-- I-` aP i ) {a13 -45 taR LESS _ _t ' 3 -_-T3' 1 S _ T3' 13` +w tOTTW ( ) 7 13 l3` E 7 2' / W (' _ _3 t3 IL- 6 tW (BOTTOM) $ 1,2 - ____ B 1d2'. _2'_, 6 7J2'5 td2 (TOP) LI/2 6 1 _L d t i 2` 2 d 6 1 d tBDT.') I a" 2 9T2' d 1 �Y._._.. _ _ 1v s z J 2' . _ . ._.-.,_ -- B 1 2' _ f 1 2it .._.. I3•._ - 8 1!a" XSP #* ) (BafiD ) u 7 _ w (BOTTOM) MAX.P LENGTHS SPACER IS • SEE TABLE I�T FOR MAX. A.S:O. DESIGN LOADS & PANEL WHEN - USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET B I MAX, A,S,D, MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6...& 7 APPLICABLE MA,NUJM DESIGN PRESSRATINUG E ,T,ZT,V,PANEL LENGTH TAPCON LAG SCREW PANELMATE S ID P TE PLUS WOOD BUSHING 4% (Q OF THEM( (ft.) IN GP 13- t - � -t3' � 13 a' W BaFom t ) 6 #/2 6 1f7 6 1/2" i 6,/2> ' 6 tJ2` _ W (LOP).__ - 6 1 4' / 1 - 72 2 / B T J 4 2W 1IDTT.' (Ell"..) 51-0' T' 7 1/1 a e` - - W ITOP) LESS a' - --- s - - tsa 3w Tilj 7 12 J 6 _ .__ _ - .__ t3"t3-__13 tom•_ W ___ FtOp)->NS -45 1 3 _13 3' t3 ib'' H9TTO,t3' ( To +75. -75 93' 13 t 3 13" { ` 0 W (� 1'r' ._ _ _.. 1'r T3" 6 Ile 7w (BOTTOM) _ _ 5 1 1 ' J2 _13 6 1. 2' . / i 2' .-, B f _u g -_ Ja- - _._, 1 - B /2 2W OP (TOP) 4— R I / 1 2 2 / 5 i 4 J 2w GO _tt f ) >5•-0- -a 1 fz _ s ,. 7 t 2 1 1 7 < r _ _ W J PT#LP) T TO 7,_56 s" 9 7 { 2 B a' aw BOTTOM 1 t ,."_ . ; _ 5 7 . u3 ov ___ _ t3' __ ,..._ t3" __ __ ----.13` _ - LISP%-" xr}"-T _) 4W (BOTTOM) ' SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX PANEL (LENGTHS WHEN SPACER l5 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 16" di A A.S.D, DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-B" > 40 PSF TO 50 PSF 6'-2" > SDPSF TO 60 PSF 5'-IO" -.. A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE �FEM,ALE ID OR PANEL MATE PLUS ANCHORS & W/ (' 5PIQA7ENIq/iYJr')�" 9/2" O:C. _ T,r t: (VALID ONLY FOR PANELQ INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. MAXIMUM ANCHORS SPACING FOR MR E.D. PER SCHEDULE BELOW � PUCAeAi MAXIMUM MAX. AS.D. MAXIMUM ANCHORS SPACING FOR NON E.D. PER SCHEDULE BELOW APft'I�EE MAXIMUM DESIGN PRESSURE & PANE LENGTH DESIGN PRESSURE & PANEL LENGTH -L. TAFCON 50UD-SET PANElEMTE FEMALE 16 PANELMATE PLUS ZAAtAC-NNUN CALK -IN TAKEN SOUR -SET PANEi,MATE FEMALE 10 PANELMATE _ PLUS .. ZAMAC-NAIUN CAL{-N RATING tP.a.., `L• (ft) RATING (p,e:F.) OF THIN (ft., TO mlammOpNa:1f TO CONCRETE t0 rpM711 ro "Aw- •L'ONCREtE T(I arAElE ( ro COMBINATION Qi THEM TO ONCRETE 1E ib KYYi4 I REiE 10 10 1a tII 10 CaNw1E 1D Cd67EiE 13, 13, 1. 13, 13` 13• i3' . 13` 13° is- T3" 13" 1 (TOP) 13 13' -1 Is- -+ 73'F­., 13' 73` t3° 1r 13` 13 1/2 CLOP) - _13, T3' 13' .r t3' 13' ._�. _ 13" -. 13' 1 - 13' -3 73" , 1}' 13" _-.�._ i 13' ._ i it (BO 9tM7 TOP - t - 1 3 3 • __ ^ 13 13 3` 1_ 1 3" 13' 1_ 3 i3' 77` 13' 13, I I 3" i 3 1 3 1 ' J 13" 13' _ 13- 3- i�� 1 3 I 11 1/2 ; (RO17ahX) 2 ) 13' I T3' /3 1. 13- 13' Tr - T3' - it 1 "' 13'13" 2 ( ) i3" 13 1' 3 f3 -121 3 ' � -1 J -fy 7 " _3 i1S 3 i 3 1 S i3" 7 3 SS' f3• �T}' t3' t'3' 13 13 / 2 / ( €M} 2 BO1T013' OF3-�� tT__'Y' ) 3 i23 3 13' 1 ' 3 3 1' 3 3 1� 3_ 3t .13' 1 3 13" 1" t i 1 3 _1 1 - r.' 3 13 2 t3a7TeM ('�'7 F7^t / z 1 1 2 z J -- 6 1 { { b 4 1_ "T 1 2 i 2 2 2 / I _3 B8 l 1 J a" __ 3 BOl'#OM t ) : oa / x '1 5 7J {/ 614' 27 r12 / T 3 { �_-� .Ess-.._.T 61 4" lr $ + _J 3t {1i0TTOMf OR B 0" 8' 1!-8" $" B' $" 7 J 4. ) B' 'S 1 9'1e"8' B 2 S. 2' S'$" .. '�.._...�__4_, 13" 3 M13 13 i' 3 ,3'� 1 " 3 93' : 13" � tr p{ /3" g { 3 13` 4 Ti M EK'r a 5 OP ( ) 8' 1. 1.' 3 3 $' 13' t3^ ' $ 3 t3` 8' 3 ' t3' B' 3 IJ" $` I { 4i TTaMj. ' ) t t 3 3 i3" 1 ' 3 t 3 ' ,Y i a I. 1 ` t lr 3 i3 13. 13' i ±3- I 13 13 4 3 13' p t 3 f-- F3 B (BOTTOM) t. 3. 6 (TOP) 1 13' 3 :.....a.__.... __.. 13' 1}" � 13" ._.-..__ 1 3 3 _...�.._..�. 13' 13' ,3' t3• 13 ) 3 ...._..._.._ i3" T J 13` _ _......._ 93 3 1 ' 3 � 1 3 .......__. 13 __. { 1 1 1 J2 ). .....,-BOLL .. B tTOP`J 13' - i - S3' 1 $ J4 1 3 6 1/d 3 6 I/ t -3 6 1/4 t r T 8 1 4 J 1 4 8 { fi tt (00 ) 6/ A / 8 A % 6! / 8 T 4 d � 5 1 4 1 1 6 1 t 8O ) +45 -45 EES,i ,, +•fi5, _E5 tr SS, T3' iQ I/2 lr 7' 13' Y' 7 1/215 1/2 13' a ill" i (TOP) i3' B' it Ir Ir a 1/2' p I3" 8 1/a` 9 1/2"v�6 1/2 13' 5 1/7 1 ) _ t3' i�7` 13` .- lr Ir 9 1/x 7' T3` $ 1J2 ? 7' to ii 2 7 //2 7 1/_2$5 1/2 f3,._ �•. t 1/2. , (BOTTDMj 2 (TOP) 13' 7 ,/2` t3' iS" 0.,3" t0 13" SO°° 11" e' 13' S 1/2" 1 (OTTaM) 1J` B" 13" 11"_ t ji 13' 1 -1/2' 8 j2 -X 8 7/2'i6 i /2 t3` S I T ', C:F c ji } V3' i 5` T3'.,_ tO_I/3' 13' ,3' _ 13' 7 1/2' _ _13..}_B I _I 13' 7" 13' II 13- 13' 9 I/2 13' i 9 1/? iB I/2- 7 tJ7_ ,3' i6 1/2`.2 (BOTTOM) 13' IJ' 13' 13' t0` 13, 50` ___ $' 13^ B 1/2' 3 (rGP} _ _ i •, 1 t s` —7- 81 t' t S 4` 72 2°a — - `- I 1 +' B 1 61 /a' _ P) 3 (BOTTOM) s5`-e' - 1 t 2 7 / 1 , x' 2 / R i ,, 6 J .. B Ile J. �1 12 t 2 / 2 2 ' J a t/i B 1 4' i _ 3 ((30TTOM) >5 -B' N a- 1 1' a- 5 1J2` 8 4` 4 ifi' 3' B I/2 ? 3'_ t (T�)- to-}' 7 1/7'� 3'-. _ $` 6' S- _ $- 4• + Ill"13-if2" B 1/2' 3" 4 (TOP} a'"$" o� - _- e' - - --. B" - Is - $' 5 t/2' 7 1/2' _• _ 4 (ROT(a,.U) $' i - $- _'_' 8• - 8• I _ 5 1 2' v I 1 ' 7 J2 - 1M) _13- I 7 13' _ 13' ,3' 1/2' ,_ 13' 9 1/2' 10 1/2"�7 iJ2' t3" B' 5 (TOP) wTs 7/2' 13" ?a tl2' _ 1_3- �13' _ 13" 13" ,r 13' 1 10` 13- i3"270/-, To' 11� 9' e' 13^ 13" 5 1/2` a if?' ITDR, 6 ITDR, S {BOr;gM} 73 7 -- 13' �— i3' F3` 1 2' 9 1 1 ' 9 1 'z" } I J 10 T 7 1 2" J _ 61 2" 5 M (BOTTOM) =3 1 $" 13' ,0 L __ J13' 7` - t3` I 7` ,--� . 7 T/2" S 1/2" ._i7". /3' __.� < 1/2" _ $ (TOP] 13' I B" _ i3" -1 ,3' __ 13" ;6 t/2' F3" L:S_/_ 6 /2 13 p ,5 1/2` P 6 (TO ) - .. - F If- $ 2 B fi1, B if4" - - 6 {/4' 6 TJ4' 8 <BOT,.*'):.. _.. s _ a 1/4' a 1/4" 6 1/4' 6 1J4- _ _. - e. ._ 5 t/?' $ 1/4" $ (GOiT.-) t F P SPAGIM F INST A TKSf,S WID WOOD F BUILDINGS SEE 6#M 1 FOR ANCHORS TYPE & t}R NIA, R'+,rE w LatNFIDM AilrhlaR SPAT MO INDICATED ON �. E D A f ARESPACING EWE 2HOR FO LEREMINIMUM E s SpAcwREMLIVa SSWI ON R S S SHOWN THAN edD�AT€D REDUCE ANCHOR SPACING I'mSCHEDULE S,14 .0 FACT To POSSOM NO Olt :0 BE POSSrmOC Top E40 ANCHOR NY THE COR SINC (ACTORS. MR THIS MINIMUM OBTAINED UVNQ i11Cf0R SFNLL NOT 6E LESS F,LAfi MINDWM SPACNO NLk(a;TED FOR F1CYr. ANCHOR TYPE ON Cwi 1166 SGHEOIILE THIS! / C4 r i`A i /+ I.4 / I J 4 I4' . / ANOFWk TYPE TAPOIN mttO-fiET _ w - sNMc-Nµn1 omx-el Ia14NMM ANCi'OR SPACM (in.) 3 3 3 3 t 4/7• x t/2 AerRA'IUM EDGE ,'ATE @r,,) 4-- 3 3 i/Y .-11/2, 3' 3 3 t/2' S D5TAE3{Ea3 a0a 3 a i 1_ 3 ,/r ACTUAL EOZ DWMM (FA.) FACTOR __­_t 3 1/Y ---- --.__ -- mel ._._.- Aso j- - -- i---- 0.W _.. J - - ---- - ..... Dsa - - _.. D.sN _.- ,,co -- -- _aas __Tzo I - SPACINGS ONLY VALID WHEN SPACER &S USED. SEE T #i FOR MAX. AS,D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER USED,. Sd@i ii 4 A.S.D.E LOAD _ MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8. > 40 PSF TO 50 PSF V-2- > SO PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ Qq SPACER AT 12 1/2' O.C. ,-. ... -. I_.__. - _. ___._.,..-._ ANCHORS (SEE SECTIONS & ALTUNATNES ON .SNOTS 13. te, IS &16)---__-_ - __. __-.._____.__.-__._.-___. r Maas, R-1A/13. R-2A/13, R-3A/14, R-18/13, R-28/11 R-3B/14, 3• MAX.' D.M..0�2';'' - I- WIN.. R-1AW/15, R-2AW/15, R-3AW/16, * R-18W/15. R-2BW/15, R-38W/16. I• �-I 0 0 0 0 0 t} � 7i 7- ­_­ - -.._ _ _.... 7 `r ---_.- y -.-_._._ _._�_'-- 1 p, I s i iif i jk :.f 1 r ,�11 i i 1 i i I 1 i i i i I ; + 1 I ; 1 I 1 , s I I ' L/a m I I I + I I tJt"M-20xi" 55. 6OLTS W 41' , � IV f (USE FOR PAVE! LFJ4GT11 -`�.( : 1 MAX, I ' PANEL i-rN61tl :. OVER T-b 7 i 1 , P to R P a' -a' 0 +40.D -46.9 .Y. R REGULAR '=L'ORM ANE1 REGULAR STORM PANEL 1 E ( P->« I I , - W OVERLAP LMM PANEL LETtGTt! 69L i ( / T) :d- I - - E LIFE SAFF)1' STORM PANEL :. OVM 0 +BOLA EL- LE CIN /o WERLAP MO PANEL- LENG711 BOLT) __j - � . � � __ :, - ­ : !'! ' - ? I ._ _" USE 2'-B` LNN. AOKI LENGTH 54-.','' i1 i I/4`0-2NI' .; _ _ _ _ _ _ _ _ _ AT ALL M(PUNTNXS ' 1 S.S. BOLTS W i - AT Y EA 0 ER7.� E , 1 I ; I X :t a C { , _. III '� _.. _ _. - _ _. ._ .. .. _ _._ . . _ _ _ __ 1 2 OTC ES STUB - } I L TION # LIFE SAF{TY_' y i ! i ' - q, r . 1_ eT s, r 1 , PANEL BOTTOM CORNERS : 0 .S t - j Or (�WING NUT AT EXTERIOR-WWG NUT AT :' --FO 3. , LEFT PANEL - - - RIGHT PANEL 3' Im T INSTALLATIONS ONLY VAUD FOR WIND I' MIN, - R-1A/13, R-2A/13, R-3A/14, R-18/13, R-29/13, R-38/14, I' AWN SPEED UP TO 170 m.p.h. - R-TAW/15. R-2AW/15, R-3AW/16, R-18W/15, R-28W/15 R-38W/16. .__. - ___- _ -.., ____ ._._ANCI{ORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, 15 &16). 1/4 MAY. GAP LIFE SAFETY STORM PANEL CL) ELEVATiQN (f ) SCALE 1/4"+..t" )X --( REGULAR 2687, SREGTORM �' PANEL (AWti O.fr78.AP t YAJ(XE VALLEY) RM p� .:Y - STORM i a�_lY/i1N 11. vm GAFV N \ .€__ I': ...__�_.. _-__� _?-.ram-4_� `�i7�`e..Wit...._.__.._ ' .' LIFE SAFETY PANEL � "$l : * . * Z FLORIOA BUILDING CODE (Non High VelooE #rQrr cline .Zan® �'•, �tt`U, fi�DAID►'��, ox,7zo, M. 24 GAGE GALVANIZED STEEL STORM PANEL Fr' QUIRIORL1MM eP /ItII,v... r.,ea� - - F,.... 07/27rRMP Y Nr�Wtr 'Y f� LINO GLOBAL PROTECTION PRODUCTS, LEG. ORE. SECTION A -A TILLTE7XRNe t -- aONP,W {BID e.w. $t STREET J w 3N. !a IL, �h MP�A V alb R '>fn IMA L rL 333}i 20"175 SCALE 1/4`=I" t t /'�'`} .LYaiss mc�,Ixl mx-,sst F7W+E:(as.Mac-T54s, FAY (9>+k-slag U .m67t4 4P 4 wa: PE SEAI./sIGNATURE/DATE MNLTt3, A Tb LtT... PE a0 ra-,y n—oft. wl. 1 ++167 >Sw SiEE1 f2 or to (VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAIL A.S.D. MAXIMUAd ANCHORS SPACING FIR MMI E.D. PER SCHEDULE BEMiV— CABLE MAXIMUM MAX. A.S.D. MA%nAUM ANCHORS SPACING FOR MIN EA. PER SCHEDULE BELOW Tp tKl�IE MAXIMUM DESIGN PRESSURE - - ► IA ANT AIDE LENGTH DESIGN PRESSURE A gANY PANEL LENGTH 'L• TAPCON SOLID-Sk7 PANFdXATE FEMALE ICI PANEUAATE PU)S. lAMAD-NNL97 CALK-Ri TAKEN SIX,(D-5Ef PANELMATE ID PANEIWATE PLUS 7AMAC-NAWN CALK--W RATING (P.s./.) 'L' (it. RATING (0.e.i.) Cl'Hd394ROt# OF THEM (fl ) TO TO CaNG11k1E TO Toi0 lU iE - : ;, NI R7E m ,,€I TO OF -,HE A'i i0 n 10 lF C iD 'DC"C _ ly' tl' i3' iS'` .. 13' it 13' IS' 13" 12` 13` tO' F ($-P) t3' '' i ,. 13` 1,0 iJ2 it __- I6 1/2" 13' 6 1JY __ T 1/2' S Td2` }J' 14 1J2. 1 (TOP) -._._.. 13` 11' 13' 13` 13' {. t3' .,.- F3" .__ 13` /3' 12' t3` 10' t (BCtTOMI - N13" b L2 ' ._. i3' '_ 13' 2" 13' _ _. 6` 1 2" i3• _ ' B'� 2" 10�' t/2' 7 3 T a" t3' 6' a 7/ 2- I (BOTTOM) 2 (TOP) ) S 3 - _ 11" _. 1}' tr t '- t3' 73,, _ ' 1 " 3 i 73- t3' IS-- 1 3 ..73"- 12, _ 53 t3• __ - i3' To, la' 2 OP (T } 2 EIOFTCM 13' t S' t T' 3 13 tO / ,.a"_�13' i t3` t 3' 6 / 9 2' I r 1 j, 3-----.--I—,3 13 6 t / 9 t 2 r t 2` d� 0 5 T, 2 J t' _ 1 _ t a 1 2' _3 d _ _ 2-eGT10M ) ( - 2 t }•. 12 1.' ' J. /? 1 B # f t {it 8 i / 12 1 2" J 9 t 2'IQ} $ 1 a' / J 2'7t ' o =.+#" B 7 !`. / /) MITOM) 3 BO 0 ( .._.._ \3` t" 13 1 3 r 1 s't' 1 _ 2 J ��.- 1 1' 3 $ o T a' 6 T4`r2 t3" 1 "..1 2 73` 1 2 2 4 13' F 1 !" a, f T'.. tT ) 3 (BOTTOM) R _ OR s • " t 5, . • - $ a a• ... $ B'... [—,I-1'-a---��j2' - '', _...i._ _._ e $" _,____ i4 B z /I B. .. _... r� 9' __- __..,._...-!,'-I-_-_-- B 1 2 '4 SL AP )/ 4 (T71Nl) - _...,. LESS 7" 3 B' � _ _... 6" 512 F 1./2 ' - -_ __.._._ 7 E ._ 3- 2i ! Jt - B' .--- a _ _.-_._ 4 /2 1 S 1f2-' -T' ____.I._.___._...__ i .. t x o Y°2 /2 t ftOP7 4 (BOTTOM) . _..._-.S,_.'"jii £Q 13 t 13 3 1 1' . t3" 3 - ="t°y 13 -jtl[t 1 J t3' : '2 3 1 S0 ` 5 --" 1' $ 2 3 J � I 93 tS 3 9 1} 4' 7 1 1013 ! i B (1tJP)" 5 T3' 13' , ,' IF- __. ` tl 1:' s ' 3 J 13' 13 - T3 T3 +$ :. t3 13' T ' 3 - 13 73` E t3' tr 13 ,2 j}pFL- ,2 1Y ,3` I TG ' � 10° S TtOM tW > DP o (T. )_ t' 3 7 ,3 � 5' t t3 3 ' I'.. 1' 5 1 2- 3 d s 3 1 3 .t 11 A r? r. 6 2 / _ _ _ 13 1' 3 - 9 1 2 / , " B 2 / .. _ f.7 t to 2 2 / / 7 .T-_. 1 2 5 7 2 J J 3 t i $ s 4 i S 2 _ 3 e I (BOTTOM) 5 TT (D ) � 0'n,... -- ('f ) _ _ >+ 65 6TO - t 6, 4 a 4 / r ! 4 6 1 4" a1 J I B f 4 e 1 F 3 { r B t30T7!+ ( ) - +75 75 #' t' b T m { d J 5 1 a r 6 9 4" r 6 1 4 { 6. 1 {' - �..I._. a t ' B Y 6 4 / r 8 9(YTI. •' ) T +75. -T5 +119.-/19$ 1r 5' 13 €f0 if2` t3" 6 If2' 13' $ 1%' 7 1/2't5 1/x .# +f2' t (TOP) _ 13' f7 i/1 73' t3" t3" 10' TS' 10' 11' E' ,3" $ ,/2" 1 [taP} , �7$ t7 _t9" } 7 {BOTNMj ,}' 13' P1 t3' :? i 7' / ' 71/2` 7 t/2' -- - 7 1 !2 tY 19' t}' : 13' 13'-' 13' - i i ' 3 1 t3" 1O 1 2' ! __,-__I'__n* 13" t0" H. ,TO 1jY -' 7O 1 1 2 3 J t3' ,3' 13' 3 t0 f/2'11 TO' '10 1/2 t ' 1 1,1L 2 I f/2") tt' it 1� 1 '1 i 1 2 / ® _ B' e' 8' 13'�i _ 13' ib 13, _ t3" T U/2' i 7' , (9QTTOAi) x (T"f�) 2 {BOTTOM) 3 aP t1 ) 13' if2' 1—_ _13' ' S` 13` 1 7' + t- I 3 7' , tl'_ t 1 13'`SQ Tf2" 1 t3' _- 1. 3` -*3" 13` i3' ,3" - -: 1 3 9 - I6 ,/2' 9 1/2` t - 1 :', / 13` i3' 13'__I,9 - 73 9' -_ ib t/2' 1/2" , ' le z / f0- T/2' i 1fx` 5 T/2` TV 1/217 I/7' , 4 7 1 o_ z_ 2 / E l 73' B" T3` { 1/2'?{TOP} ,3` 1b 1JiJr 1-6' 3 . 2 (BOTTOM) 3 T t o 12 1JYt2 t/2" 6 /CIE 11 ' _ 12 1/2' 6 I/i" -4-7/-2. 6 tf4`) 8 1/a' 3 (BOTTOM) TO i}' _ 2 1/2 ?32 I/1 6 1/4' b 1/+' _ 2 1/2'�6 _i� fJ+' �- - B t a iF 1/4° _ 3 (BOTTOM) 10 V-5' 7 1/2' 6' 3 1/7' ` - 6° 6` _ 8' - 7 tf_ 4' a" - Ir $' 5'� B t/2' 7- $" 3" - a (TOP) 4 {BOTTOM) 8-0" 7' B"_� fl" 'S tf2' 8 If2 - 7" 8' ] t/2` - 8' $' y� - 4 i/2'- r --{{- 5 ,/2'i - $ i `•2 ,/2--4 r i - �I (ila) 4 (BOTTOM) 13 " }-�' 7 4/2 , ' t3' .10 S 20 t3' / _ 13 1 2 / 11 ii / __ $ __ I3` ?` 5 ) ""P _.,�„„.___d 13' :6 i 2'ITt3" J W _ . 15' __a____. I 9' ��_ 3' R' _ 10- i7 i/2` t3' ' $` ' 5 (LIIPj =•�7 1 Y ,3 1' : i3 ' O 1 Y F 10 f 2",: t/2' 6' 13" ! 7' S (BO'Ii 0M) __ t3" 1 7- - 13 _ 13" _18' Is, _ B 1/2" _i _ 13° ._(4_f/2' __ 10 tf2 _i/2' ,.I. ' a' _ S t69Ti0M) ---__.R1 -- 1l2` _ .,J._ 1J` t f3` ._.t t1' f0 iJ2 �._. 13" t0 1J2"11 1/ --.s.._. B'� 13" 7' ,_-_..,_ 6 ;FOP) _--�'._ i35" fj` ° P3" 9 1/?" 13" $ ,/2' T t/2':S Sf2' . ,g" ) td2' tD'P ( ) ___.mot _ _ - i - 6 9/4't6 1/{" 8 if+" 6 I/{` .._ - - _ - - ._. $ /JA'}$ 1/+' .�. 6 {BOTT.A+) _ 1.I _ 6 1f4`la if4` [., 1r4"S SJA` - - - - $ ]f4" 6 1/4- B (B0T!•>) 1 1 F iT1R INrb WOOD a'RAME t1UflON0O SEC SHEET 1 DR ANCHORS 71T'E A SPA£pAl¢ #{a1ADAT4Oi1S . V_W ANCHOR SPACINGS AND MINIMUM Spot OS'#ATIM ARE INOICA O ON THIS SONEDVLE.. FOR EA LESS THAN INOICATM ON 9DWAE. NEAAX MCk" SPACSIP BY MUL'npLaw EPACND SHoYN ON SCHEDULE MY THE POLLOAINO FACTORS FOR 1MB 0PERA7%NI TO BE POSSIDLL RIOULED SRMM OBTAINED U5M PAM' SHA,L W K LCIS THAN MftWV SPACat6 WINDUM fOR FADE ANCHOR IYPE ON ,Hsi SCHEDULE 1 !{. : ' 1/4'4 1/ {', 1 4 ( 1 4'. / 1 4-. / A! TYPE TMPO. SAJ)- E# PA)�. 11XV 7A"-%Auh "At M MNIMUtd ANCHOR SPACM OP.) 3 a 3 3 2 ,/r 2 •/2 RaNaMM WA C) ,i _—]7lx` S s s Vx' 3 DIPANr3(L.D.) camoEamc 3 3,/z. 3'/r ~3,/2- 31/2'- ACItY'L EDGE D67ANCE (E0.} FACTOR 1 -,/T_ _.__ '� ___--. _ _. - _ _- _ _- __ _ ____ ___ __ z /t .-- Oat __. _. .>a ,_.. _ - - _.._. t aaD __.. 3 aaa a7a 1W I - aW �16 I i 0� - DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS USED. I 1/4`A TAPCON- _EYf$nNG POURED 1/4-. TAPCON ANCHOR 0 9" O,C RE1E OR ANCHOR 0 9 /',i/ CONCRETE BLOCK REWIRED, _ _ 2) I__ 1/2` �1f4. 1 I Yi; .1E. } TABLE 11 A - MAXIMUM PANEL A.S.O, DESIGN LOAD LEJVVGTN 11-0*10 4D PSF DR LESS ......." 8'-a' > 4D PSF TO 50 PSF W-2" > 50 PSF TO 60 PSF 5'-10' A MAX, PANEL LENGTHS ARE 01,,YY VAUD FOR INSTALLATIONS TA�t,M0NNIdAprr W/ SOLID SET ANCHORS & W/ 9 SPACER AT 12 1 /2- O.C. . .. Ti(C/l Ay4. P, I......... ✓ �, 1; �CENS • 9 F '•.• s FLORIDA BUILDING CODE (Non High Velocity Hurrcone Zone 0. 44167 r aTo26 1i'900'`Pc- 24 GAGE GALVANIZED STEEL STORM PANEL F'' 0RA'411 W. * I: �e{r. y� , iir F * ' * .-- STATED (y-S �} 'e�DRta�° .'•F-iA /D G��� - / 1IL11ErwQeNc. GLOBAL PROTECTION PRODUCTS, LLC. +eBA £w. 91 4,. , r ss»4 PINNE: Leal)gaa-ssaa, FA'c {aM)9e4-ef99 o7/mlw2o -M TILL" 1CSnNa a ORONEEMNa CoMPANV _ A+ RA _ -Rw4. woes "., - . Cieli tl Na (am) rr ^ ".^.ti wLrwlr,r CA-b0067,e WALTER2, NLH! J, P.E 2D-175 DM.w Na `^^^'®T.s1 '•' •wwraw ' rll...,H •^'�"•y6R 'Awz/balE 04W 1a. Or to INSTALLATION DETAILS FOR LIFE SAFETY eANEL tl INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - EXISTING POURED 1/4`0 TAPCON_ .EXISTING POURED DC CQNCRrr. OR ANCHOR 0 D' 0C CONCRETE OR f $:. 3 CONCRETE BLOCY. REQUIRED. ,rj CONCRETE BLOCK RFOUIRED. $4 gr Y al, ,..; .I 1 It a ,- Min. I IE EX6TINC-JI EPARATOP rA tR--SIS/ L X ...`TINS*_. Tp 9 G1A55 I' tt 5 GLASS (A. DABS A,i AT r OA -_.. 11 `�` i � wr;l, '� u n II 1 I LENGTH u u 6 __.- -- --__ R F 1' Mill.1 € PANF1 S - airoN { SEE ELEVATION ON SHEET i?} _ P I I R It -SEPARATION-• I 11 R O GLASS. aM .. $`' r 9 i °:r P I 1 E,O. w r ( ( i ¢ ED w ✓i f.':'1 �' > r ,e 21 r ff LOG I I t i r 1 i I I S a 1 I I ., i.. __,J/ . 7Gt• F PdA1S N - t - ` I - I 2' MAX. d ' P , NGTH 5 PANEL .E I ( SEE EL£ d aTiON ON 2 .. SN£Ei ) M i _._.. I i 1 1 1 r _1 a` / - I .t . . __ - I E m I'T Be �'_.., 1/4'0 TAPGt i 114 i T.4PCO,4 _] . ANCHOR 0 9" O.C, I ANCHOR 0 9' O_C, EXISTING POURED CX E GR ',, EMING POURED CONCRETE OR -CONCRETE BLOCK KEWRED. SECTION R-•1A 0 REGULAR PANELS .-CONCRETE RLOCK REQUIRED. 9 I ifs. SAF_Tv PANEL WALL UNO TINES SCALE 3/8- I' YA'W SEE SmEr,Ys s5 & to FOR ANCHORS ANCAIOI TIM TYPE & SPM3K FDA,, INSTALLATIONS INTO _' IM w+-4+ W OD €1i` BUt1D1IN,'S. "ANINUM ANCHOR SPACIHCtS AND MINIMUM MNMMM_A"NNan CR Sm) 3 LOLL .NMMMMeNA Cwice.le BP,) =Ot37ANCE ME INDRA7ED ON THIS WKEOJIs'_ TOR ED, LETS THAN INOCAi41 ON SCHEDULE REDUCE ANCHOR SPACING tAawN4n-at i t -,% BaeR 3 BY, MULT1PLYa o SPACING SHOWN ON SCHEDULEBY TNT FOLLOWING FACTOra .ICI m a= C�'A a FROM 1 rY 0' FOR THIS OPEFATON TO BE PO651BLE REDUCED SPACING MANED USING __ __ 2 I/2' - . Oat BE tTED THAN MINIMUM Tn'T 0^ ITHIS SCH DUL EACH MIINIMU SSMJL 4 INDICATED ANCdii 1Y;'+E ON THIS SCHEDULE -.___ _ __ - _ Y -_ ----- _-_ __ 490 -' s tx• - 1/4.0 TAPCOH ANCHOR 0 9' EXtsaftNG 'OURED _..__CCMdCREtE OR I I F 1 / i., .- [ f 11 It $ I @p 1 n Min 1 f i t It M II F t R - rQ 1- SEPARAi ON ISi�41 TO E•LA$5 OLDS$ 11 A. 1 t - S. ItW.15 w GLASS CLASS S9 I !d FA CR _ I - _ _ T - Ai G -P- -I 11 _ ,J_t f ,,,E ---'I- -- 1 OIEA 7 I E -a'1 It i I II 1 i t1 t. 1 tl it If ! `L" 1 PANEL PANEL MAX it LENGTH i 'L' MAX - PANEL T1 6' LENGTH P _ _ I s g i (SEE ELEVATION .1 ( I� r SEE ELEVATION ,I tl 1 Mrn d ' ON SHEET i 6 ,2`' n • It ON �.. - f SHEET 21 IF-SEPA[:AttO^t II TO CLASS. X { I If - LL. _.._.___. . i .. ............3 B 1 1;' it t. i lr R 7 3.,c rS:. _. _ _ 1 ". T .;` ...` €` _, x.; E.D. w r,,_ 1 E.D I I i. EO,-. ..a--_s I t_. __ I Ea I I ,. cI ...3_ _ Ea .. ."ei r1IX MS. Eat : SS Naf LLB. t�.?s w! .. eels WA 1 o ,t t/C.:j, -; 2 ,bt. 1 11 _j/4'e TAKON '_ I,/4"0 TAPWN ANCWJR 0 9' O.C. ANCHOR 8 9" P.C. EXISTING POURED CONCRETE OR CMST#'4 POURED CONCRETE OR CONCRETE BLOCK REQUIRED F��_e�j 2 REW.LAR LS _ -CONCRETE BLOC% QUI RERED 0 LIEF SAFETY PAPIEL WALLMOUNTINGS VN........ SCALE 3/3EI' N N uA c6 N +, U L N 0- O O C cm m U -0 N CL � N N -0 U O _-_ -0^, O ^O u O L O W _ m LL p — cu > L �/�� L O��/J .C. VQ 0- g -= R 41D "= t.9d 8 L I.. =_ I- m C..") a C= 4 E- 49 � o E 1= nl CA @ G •4 " 3c 2 3 I _ E ffi U '= = =3 6f1 � .1�.. > 4.T 4 i CO M �•=.= on ac G = :,a CD 0- 6.T - O mi ._ ._.",_..._..—_ —,....--- - —._..-....... -..-..,..,____.�___m.............___'__ _ W.-. - . �-.-_�_,_.._..._._._._.____ „- ».-..,_,-. ._......_..._ T t1 O Y IN T ! DETAILS F F A Nt1eATE£N DETAILS FOR LIFE SA��ii' �'ANEL _. _ _ —_ _— — . INTO POURED CRT R CON T B S U R � It TO 1N0{;I) STRUCTU[�ES ___-.�...___...___ _._. ��O � OO � �T�Ri�i�.TURE T,_ _. _.. ,_ - -, 1/4.0 TAPCON EXISTING POURED t/a"a TRPCQN EXISTING POUREp ,y _..-.-„ - -""'- k _„_„ ,I . I;11 I ANCHOR 0 9' D C-i:ONCREIE OR ANCHOR 0 9" O.C. CONCRETE OR - WGOO HEADER .I _WOOD HEADER II t YO)OD HEADER WOOD HEADER �1 t' r. CONCRETE BLDCX fh,* CONCRETE OLOCK �__ �, '. R'iDU:RED .5 REOUIRq - `I t+'EGlYREO I,i. _..-)'tEOUftEO D R .WOOD HEADER { W00 HEADER ((( /4 f3 REQUIRED. REWIRED. -i .i 1,- = - REQUIRED -- - REONRED �, J,1. �.� f'i'.� .,��y 1/t•w TaPcad k -*T� .,L{'r TAPCON I �A•r TAvcoN _ ,/4 o TAPctvr I I �� t` �2 V � ( • ANCHOR O 9' O.O s $ ,, ANCHOR 0 9" D C. j ANCHOR O 9` o.C. j �. % GHaR O 9' D.G. T�4'4 TAPCON /4'. IAPCON _" - I I I - f I ,� ! r II I # L.aHG 0 9 Q.a nFLcraR m 9' D.c. 1/a rt/a- :? r; ,/s X1/4' I ;,.. t _-/e, a ji;. .. �1 �i,, i -ram $ LAW, w C-O 1 I E a-1 CD =: I :a : 1 FM%. ::-. 1 t 1/2" i 1%2 1 k __Am 1 4" 4' ,.. I 1 2"',, 1 a' .1 I I /.,f I , ,; ' i,, f uIa< r1: .,. n r I MAX, ----_ __ T ._._ _ __ -1 I g� I I; Mln. i. I . e 1 .... Mi ARn, I I: I?, i '"d I 2 ii'1',,' 1 �,. .,;,. I 1 "" ". ,,.: ys ( I I Mtn. 9 ., / 6 a' Min. I j ✓ : -'a r_ _- I I .w I I "I C-, I i n n- I i iI "II I F� ) N 4 7a r /r r xat. R S, d}__.. 1 n i (} a #1. n` Y r 1' �- I r E%L4ntd9-1 '1 6/S RYals w.l A TO GLASS °:P: 3.s WA.13 w t R i C � ll I f ) #1 I .{ �) 11 I 0. * i I..,�i..d I /"'\ € _ L.1 f ) GLASS A..: - 4A' ,,r ; ##1. ll sal. Rwt, 9 r ...', At Ea ( p _ N 1 �`'.,'' ° it 1 i t � j' li - I V . - l "95.1AX,Ptiw i y ( tss TS1W t it 1 _ $ i I wrath tATTiTdi EX4STl '' I ",Sal I I -E$S. �e1xrn1W.Q rtp` E7Ct51;'N--AP,y, si"'§ Y• 9 '• r E +.:4! // _ -.-_. a; a It s, nat,sN O # EX A 1 I U6155 L __... b� a N G i,AiI EXiSnRG„ �' < I GLASS .. ,/; .: 1 A' E%[,Ti1 r 1t; s3, eoLtS w I" Al EA II .. ... $ ,z i a __ _. d" I -_: NLE ION RN.3,. - AT U , F S,S. �.F3 W Gr,ASB R -;/,. =` t T Ai rl.. 8 1 A M. p,n; n f I /4 � I ( Max, 1 i Mo. p w. O4N 7 4 1# $ I HoR o t T ` i I Exlsrl 'I i ( Ea sT N k . ✓ I - '� ANE LENGTH s .-. _. _ i. 6' PANG. tENMft n. Lam. I R ./ i E "i` MA%.. tll e 1 9 I L' M6i{, li i o'nF -R'1 UwmPRctG;A55 11 1 /"� iL :-L.... I=- ELEVATION n . q r (SEE fLF1AT7oN' @ i _ .. L � 4 . ,. .,,A-.- :.._1.:..-:-? PANEL LLUNW i ii 3 S &.. __-.. .I " •.. d _-_ ._._ y #ANEl ;iNCTN '_'.`$ - B M � Lf V' ON 'aH£ET f n ,__... _.. __., ON SHEET 12) n L Mae. a C : @Y B. SSFF EUEVAVON II , i #[(, Y dkn1. 6P '+� rI .,( I � {sa ELEVATION {[( 11 . N } -. MAX. '.L ._ �JS',':. l -, _ ..,. AAkii LENGTH ipl__SEPARAtIDrc - r u 0 I 1 e :::-- -_ _ 4 ..� j SEE ELEVPANEL ATION o - I E .j ON SNEEi 12) P __.: �'�_.,:-,::," _-.,'I { ELEVATION II -._ �.. _. a .__.. _. F ON SHEET 12) fi ! ! PANEL LENGTH. +., 1 B (SEE ELEVATION iL A TO GLASS. ) I I ,___L_..__I n V • t n 'F EgE r ? ON T 12 R @@ 1 I{ e _ 1 . (SEE ELEVATION q4 4N SHEET t27 e ! I rt11 T_ _I I II I Old SHEET 12) 11. �1.t " :_--1 ..__.1 n I' Min. ( i ) 9 .. _J__A i m --' r`;_- '_-.- ON SHEET t2) n � - '-i-- f Q I I I ^ r -I n----SEPNunON'- _` i € e- _'=4 .I:_._) N 1 11 I 4 I i 1 I U7 _ - TO GL.A55. - 9 r' Min. t R ._._ i --. _ + _ 1 { 11 I' I 1' bDn. �'4 p �^- N T-` I a .. 3 - .::',a) p I }- ,,,^^^ rr-SCPAPARO+ r (�') - 1) t - t y i r - 1 I. w, 1 - .; : __*- - L I ` ' I E�' tl 70 Gi9c5. j", v L/2 p4EPARAnOM1 1..� u i - S N 1 �' 1#--SPARATtQN.__� I I tt� it 1 ACn. I ( ' 1 EO♦ i v I r( 6• @--� _ I e r,-fi 70 6• e-t ® —TO GUA55. _ 6° 11 £th59 IF--SFPARAnON--. r i �,1 •_ -.�- i i:.- i I L/2 R I \i u 1 ll _ (iLAiS. 1 EXITING POuftfa i CXTSIING POURED - - - . �yI~ • . J} 1 v 1 - `___•. r V I u I I _ i t L/2 �-:I !-I O i S. CONCREIF OR ...,.'• i pI�+ CONCRI:LE OR Ic8p - . ,x 1? M :_' 1 a n t/2- i : -,. - 1 - L _ i I I r CCNCRER BLOCK Y 55) CONCRETE BL Jv - _ L 9- EO DC. LED `) - _ et. E{ -_ ..-_...-_.. _X E f �____._-1'..i... AGt�•,REQUIREQ .1 lj 1 it fir az REOu1RED. ':.: t j ! IFEYa,O] 1. ._.,F..) i I _ ''— . { i _. t 1 r EO. 4 i ®'� CID. _ f I re2 /R' acr ) I r.. I EO �,f - •...S „_ _ _..__ Eg .,'j -. ' , u. �-L-11 _ i-..___... . ......` '_/1, - ���}} .>-lbxl a' _D, - __._-- ^- _-.._ - 1._. , I i_ j} - r'j..A I 9 ___1 _ s a -;.. [ 1 .I -__ YS wEA : NS. O. t I t _ _ -., 1 ! I -i, f i "--......... -_. _ _._ _ .. ..._ ,,jam` , -- ,, .'` "'""".` .i ' ----�-• ; ,' 1 i + i Tt'o,c [ _. i .. I 1/2' :.a,aox #. • 1 . d1-`.,-.1 . ____.... _._---.f f _..----i_.. __ .._ O t y: • i €€ a .` --.+ 24R"t€Wes. ,,I' ... ..._i rA]L, W i.. �,«..t I i ! I 1,E'j fit.5 ii ' .,. ! ' .., I ,�i i ... rZEGn11RFD ...,_-.,.. I I e fx tr2 O.t 2'x4" wODB €� 2'xd' WOO[} . ^-� .: , ! .,. x... 1/4°# d>PNELMA'1'E P1,US _. _... Tid `a PRNELMA E t ..`4:-_ j , - _.1 i4 0 TAPCON , # I ". t _...Mir 4 R TAPCON ,� : , t .. _. �4-0 TAPCON 2'z4" WOOD � _ ANCHOR B D I ". ANCHOR 0 9' O.G. ' ,;I 1 ", 1' ANCHOR 0 9` O.C. `',, I ANCHOR 0 9' O.C. PLATE. ` '' I' 1 PLATE PUTT 51, ANCHOR T2 I/2 D.G. (EYXTN ) . ' #, t% t I I 57AGGERED W STUB I ,I - I t{ 0 SAp0o7L REPOTTED .. + REOUIREO / STAGaFRED Wf STUN i� { REOU1Fv D i Y .../ F d , II t,14'0 PANELMATE PLUS1/4"0 Y§tALI MOUNTINGS (. = d .,.; ,2'.4' WOOD N L . .,2'A4" WOOD I ANCHOR 0 9 DC CNaR 0 13 1 D.C. II,' ANCHOR PA0 12 11 PLUS ', 1 2" "IvNGHOR t$ 12 T/z' D.C^,. t .: , ., WMNINU ANCHOR SPAC,Y07S Rita OUNdNN £pG€ OI�AaMCE SCALE 3Ja-1' + $._.,. , ALATE �S PLATE � I i I U // ^)_. y # v,Itl5TALUTtQNS R(TO WWO FiLGO •.� m ,._.a _.,}.,-_ _ .._... (, G ......_ ,„.,_._<. .� — SEE SHEr, I5 & t6 FOR ANCHOR TYPE & SPACING ,OR REOURRED <", . • ... "», ... REOUA0 ARE eA%GATED ON 7t4S SCHEDII:E MO E.O. LESS THAN MICATFD ON SCHEDULE REAUG.E. AACWA SPACING BY MULTIPLYING SPACING SHOWN ON SQiM By THE Y., -: _ -. �,- - FAMOt9 FOR THE OPEaaroN TO BE POSSIBLE. I - A j TiV R 16M� REDUCED SPACING MANED USNC FAGOT sw l HOT BE ��Bi�TTyE R-2AW - LESS THAN, MINIMUM SPACM tNrJnum Era EAcn CH ANCHOR 1a111nN1i1NrA iLl •,F/aFET'rA PANF,,,L a..rH.IHr I I rey.rA TYPE ON TINS SCH DUM 3A\`1 A. Tl r,AAA� i fTULlR PANELS WALL MC3UNTINGS AI' ol a I TI(, fd, ,/{'. ,rr`";��Ik,.,.. �41 F WALL MO NTINGS LINT WALL MOLfNT1NG5 ANCHOR TYPc ' - --h P�:••ti S�, ,/,p`r SCALE 316_t- ,. ,M A..t 4A4.,y A sc+:E 3 a=T" SDdYE 3/Bef• ,,�' �, .- Ea' r✓ = W s4.1: ....* i 4,,,0P „CIO✓ <, / I '03�. ,?G Sic MNeAx �(Mi i FLORIDA BUILDING CODE Non Nth Velocity Hurricane Zone x� y, .= • BENS .T , FLORIDA BUILDING CODE (Non N# h Velocity NUT cons Zone) _ N0. 44167 ` = FLORIDA BUILDING CODE (Nan Ni h Velocity Hurricane Zono) RNbeM"Ma"`r jj = * ; * * E .tow TUECb. LNG 24 GAGE GALVANIZED STEEL STORM PANEL FP' - � W'w` ' W. Nmm_ = * _ a*m TLTFca. - Fs. Ixit4NG V-4 ica„wrM nx) s� J 112 k oaaNr ss•: « :" D. 441fi� '. _ 24 GAGE GALVANIZED STEEL STORM PANEL - 24 GAGE GALVANIZED STEEL STORM PANEL Q ADMI£ mm OBANM ow VAC1OR _ -O STATE O ,.Ct• IF-_ _ S i. INSTALLATION ARE DAILY VALID FOR A.S.D. DESIGN - * * - : * e �_.... ,, T INSTALLATION ARE ONLY VALID FOR MAX. A-S.D. - * : /W -r - - o'•, STATE DF Et OwAw er: :.p •. ( p7/27J2pxa PR€SSURE RATINGS {p.s.#) AND PANEL LENGTHS AS ✓" - aslOITL = 9 •, '``Z o.r . Q •- ( : -.. _ / p GLOBAL PROTECTION PRODUCTS LLC. �' ` GLOBAL PROTECTION PRODUCTS LLC. DESIGN PRESSURE RATINGS (p s.t) AND PANEL ',, O • fCORd,j 01""I"ta ,/t ,y .r ORID , --_ IL E C Q ?nc. • 1 DASE PER ELEVATION ON SHEET 12. a ;_ _..____... LENGTHS AS PER EL.kYATtON ON SHEET 12,. s. ee`.•••.., I -- -_ .. _._...-.�_' __- ---- rr.. sw et 2 . CONSTRUCTION; .'K3c STATE D•�Q Twc. 1 asE ,, '�`!�4 I1Rc GLOBAL PROTECTION PRODUCTS. LLC. aATL R45 iT' .A 4 9IHEET 2 FOR NEW WOOD FRAME GDNSTRUG GN, WOOD �.'_;' TtLLfi # fOdOiLiEEARtO CaMPANV Alpo S.w. ST sTAenT A'ei S Ti- 11LUdr fNa . NEE He OdMPANY 2 1"nY "•••••. {v "'ti''"'`tc`:""..ui PLOT .L a ENamal, No COMPANY eANr n,. 333Te w �', �*!4�0--__—, d$S#%,W. 5Y SY9iEf __-...__..._ ...._.._.__ ._ _.__._- . 4 / f - xA 3W. W. a. wM. imww aa.t+m r, nvm q. ao S . 3Y3sx 2 FOR NEW WOOD FRAME CONSTRUCTION. WOOD A I A O A-, ! . , G MEMBERS TO 8C SOUTHERN PINE Nm 2 W SPECIFIC. sir �,,f*' .; DRio ,.' ,,. '+'+P'd'*'2 Ama Nw. xA e,. A. am .rear,- I= ±s.1. -i I rt ANAL 'e+�-w�'7'R,»A Nw. me x, oy :uw wows ewnm, n 3ayss G4M� Fr-. ss3F aAo i.m AA NAL e.le .Nr. , same wl-+ua r- , 4:als m.-'1 PN (o )mpI 7513, "AT GIAyWR-57ax 2 175 / ,i-._.,,.... ro.»: r2mr .,<-,cm . r..: saes eH-MATT P.rswe, LrwM?ta-sgro, rAx: (as* ea%-1x1ax 2G 75 MEMBERS 10 8E SOLFFHF.RN PINE Na 2. W SPECIFIC rNFlurnulN L ;1 r.w. Swt 4rl-Maw . t.: 6rm1 ax,_m, Pf�+, {a3.}e;W-TFrD, 'Al,- ta6sbEor-ales 20•' T 75 Z _____-_3 T r _ M +N1r '-•- rA-oroasle w+. ,r ew,wa.: w,e -., .warm. sad owW?Ix; K", DENSITY OF 0.55 'OR EQUAL. !r SP +y tA-ooa$7T>a w..r rmrw. DENSITY OF 0.55 OEY EQUAL / •-•"m w"•a"'••" .n,.w ., .m :».. r. M a, • ..1 ttwA cN>. Q PE SO`LJ9liNA`l tCt%w afutER A 1f111T Jr., P:E. m rt-,a aen* Al •��A%,♦ "+w, Y+.:+iMdm+ �. '' U Ml iNfER a W la MlAllli T -•..•,_..-..•— , aC 4S.w fir+ APM t.RAIs Na: At. SEAL/m,Nx ,-E/wE WALTER A 7tLLrt Jr., P.E 61AEE1 r0 of a9 • a ' . NAtURF%OAtE wA-rm A nB" Jr.. P,E ae rv-w n NRR9 t5 M to CA-C eTl9 n OLIO rY'-LIE a '-'-'- A SHEET N0. SH 1.4 4 4 ANCHORS (SEE SECTION EZI ALTERNATIVE E21W ON SHEET - ------ ----- - - A S. It �/y'''((}} ,( �` 1 ETC, ,� 1{$E£ ttpTE f)A 1,FYr,Nft�c 2.1 14xt' S M $ ' _. -- � ��_ � __ "-.r - __ .Y.. _ ,_ ...m. �_ .--�---'----•'-L,-9I [ �wb.�._..e.. •- .f- �-�---:; ...I :.Affe`ALUMINUM r:s'GH ENDitx• •-Wi1 e..m D..r "-t--'I --;?'.p'--f'E,._�-jI -m"j --,-I c^5 _ t f ; P[TftVC1 kANCiftL%E 0.kV5"ALFN AT EACH b7E3VG SHAD. ALWAYS er . , o PROVIDED W/ REAR HANDLE RD FACILITATE ;NSTALLATION IT INTENDED a9E ` STA " ED FROM WSI.DE OF STRUCTURE I I� I I{( I A, A3 M- `t ..'a ".�, . KTF X." {ia, .•"�'-'.. -sT€5_�. t" iST1^.YS7E1 MAX. OF PANC. 4 C4nl ICACKS i4° Ar S0110A (rd3 PAvL} (PI TERfIER PANE(INTERIOR PANEL) {kMANORPANEL) CiNG PANEL), iEfNi`ES 2. 3, d tS M NOTES fi 31 ^`(2). CAC PANELS SHALL. ALWAYS 5E CONNECTED 7U E0 r4M (RACK 6 _P, L5k3{MOOSE A STOP BAIL• O) 54EALx BE PrREPACED 4E `7F Ol SIJCH i d i.-, [ f RArELS.. t. �.. # aA1•+ LE141?,i ``. g _}* i I_�jt*I',ir r I t }jtwBps,t t I 1 { i 1 !`tie_ #3j. {f KFy,.) f'"A4f'Et._' t1E£ Cl7HNET'TeY? TO P4ii+JAa TRACK, L(Shr,r l.i'tC}{'s I t f W f „_x..._...,. .:f :SNAI-, GONS.S+ Of t,ra'g_'%t7x3fa" tt.`a Ul/ f/a"eA_r/„" "iVN" ' ' �<NOLTEQ 1 j { S f [I i i { a I k % i { l ,•� PANELS 7'/ iffK=lDs@' " F;<•.4I'r OR r.'.d"yt j'A" M1itn TI'[UhRETSC"12EY` Cr17i`r iitp'^mt"J Br,Tt'ON; 55 eJt'S w a RiA r.''AIN..0 TRACK, LOCATION LiF 60MENERS MAY 'SE AY 01140 OF rWO {', SECTIONS As APIUL CAe;E) DTEFrttnt RAT ;1 MGES OF D14D PAHF 1't t ... .._. ,._ (4j. IN CASE '. nSJ,i ENO WJiFkELS tr{E 140T Gr!`arvSL"'+Ei= ifi ETr;J'' 4 K (re- A STOP BAR IS ONLY USED A OP) AT LEAST Tic`: j I z TRACK P ! # s [ I t( 1 ^ I f t i F I 1 t t RAid£!S SHALL. Bu CONINECTED. if 807TOM aRACK kiltNC SR€tiro -}_ •.. M,"�...T......'."._.i'!` t-..(. -` ,(7± '- r= "i's` i. t $.. t .(k .�I._,q - 6 f..._T` 7`...'y"."j. ! t.,�. TEi?YP 3' A''.SGV?' hNI?Gr'^ P.eaS , , INDICATED C _ (1r E. CONNECTION OF LLJ-J t L_1_•I,-L' `,,tL-J.•L i_ L_t ill-.i �i1l:. _.SJ_Lt !�I! L..1 _t_. 1_ _.!_.J..U.1--- ' I F"Atii.',.S TO =Ct! iRM1,.iT t�,T DI CtkRi A= .aRS` ph4N€. LsitAir£iN+_ x• I J U+,a° �:..... l s° td 7 3 `T.7 +' `NSS'r£ ., t" Mtn "IThELR7i -11 3iNL3 YIIIL aHCht'Nis `, PCrrC OF 11) T Tit m 9 h -0EzifI8, 10N£Z1 W/ l s TYPICAL L V TION FOR SERIES 2000- HANG STORE PANEL S� T by �zA:: zs.JfiLE: 3ff3;? =1" tt is `a AY' i sa.WICLE VALL � A MAX r>- . t�� SECTION A -A � 01 INI;f", SC`3L r",t:?2'=T �. w r. ,6, Y'ty ..,... FLORIDA 0I11LC3tAICa Ctlt}E Sian High i+et+<r,Gt Fiurrlcaessa 20»tD o,44167 24 GAOJ£' GALVANIZED MEL STORY PANEL, , sY ." `'•. "' _._ GLOBAL PROTECTION PRODUCTS, LLC, STATE 0� �r an r 1, I TEST% R £N4INCE-0 co.FmY tgmsi 4.St, 81 fl, AEI" ° ""'✓tF '6iAis��'•,tit .wr* «,r �a aL ewa�. iun5. }5 3a9 aaou , , Ml❑KE,tBa+rmttR-aH� rax tPeA,4Ez-trrAa aswa,w Gr ¢c c De tf ..----., _ ` trHrtrtrlAttRlT" '+fie rw TRIOe ac. ^s.+.x WAIT 9ar IS orE-NGIIN E F04GI RIEERING EXPRESS* Sepltoviber 18 2C120 Application Number: 17M2,11 - R2 EX Project Number 2D-3154$ Product Manufacturer' All American Shutters and Glass Manufacturer Address, 1540 Donna Road West Palm Beach, FL 33409 Product Name A Destilpten 2490 Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation. INS ProductEvahiiauen Report is being issued in accordance wdh the requirements offile Fianna Department of Business and Professional RegulationBuilding Commisstn Rule Chaplet patirna ag (Florida{ u tdtng n} pt 61 G2G-3.005, FAC , forstatewide acceptance per Method I{ih- The product noted above has been tested andfor evaluated as summarize[( herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code, Re'evalualkin of this product shall be required following partm arkFlorida Suttdtng Cade modifications at revislons" Substantiating Data. W t3UCT€VALUA N GG E S Pftp Tf0 Dti M NT Err drawing #20 31543 ttt(ed 24ga Galvanized Steel Storm Panels (HV HZ 8 Non-HVHZ)', Sheers 3-5, prepared by Engirleer,ng Express, signed $sealed: by Frank Bennardo, PIE, is an integral part of this Evelvadary Report . 7EST ggpoRTS tlrr'dorm stand sUvctt,{atperforrnanoa has been tastso m accordance wilt! TAS 202 test standards pet test rerwrt(s)#BT-ASG-17-001 4yStackvAerresbng, lnc, Large missile impact resistance and Cyclic loading performance has boon tested In accordance with TAS 201 and TAS 203 test standards per test report(s) #BT-ASG-17--001 by Blackwater Testing, Ina, s STRUCT RALENOttiEEIIJNGC,ALCULATloas Structural engineering calculations have been prepared which evaluate The product based an comparative endfor Taboret analysts to qualify the fallowing design criteria: I, Maximum Allowabfe Spans 2. MlntmumAilowskleSpatrs 3. Minimum Glass Separation C Anchor Spacing 160 SW 121" AVERve SUITE 10C, DEERFIELD BEACH, FLORIDA 3344.2 (9541 354-0660 1($66) 396-9999 TEANd.,Ii EnGINS£RING:E%PRess.Com ENGel NIERINGEXPRESS,CaWt Papa 2 of 2 All American Shtit¢tiro and Glass _+�a �sanizBaS eStLrn pa nels No 33% Increase In sttawabla stress has been used: in the design of this protlucL Separation from glaxiltg 3s not required for installations Outside of W!nd Zone 4 and essential facilities, Impact Resistance: Large Impact Resistance has been demonstrated as evidenced to previously fisted lest iaport{si, and is accounted foz In the engineering destgln afthis product. Wind Load Resistance This product has been designed to resist wind toads as indicated in thespansr hadule{s). on the roapoctive Product Evaluation Document (e engroeelimp drawing). Installation This product: shall be installed in Strict compliance with Its respective Product Evaluation Document tt,e engineering dravnngl. along watt all epmponents noted theratn, Product components shaft be of the material specified to that product's respective Product Evaluation Document(i,e engineering drawing). Limitations A Conditions of Use: - Use of this product shall be in stubs accordance withwithlido respective Product Evaluation Document (f a engineering drawing) as noted herein, All supporting frost structures shall be designed to resist all superimposed toads and shall be of a melodist hsied in this product's respective anchor sehednle, Host structure Conditions which are not accounted for Ill this product's respective anchor schedule shalt be designed for on a site -specific basis by a registered gerfessionai enotHiec AilComponents 'c ar anon installed shall be protected a ns can stop, c'rin3arninafion. and which e h o ar t o try P 9 F ether such damage at all threar This product hoe been designed far use within and outside the High Velocity Hurricane Zane (HVNZ); Respectfully, vY� , Frank tienuardo, RE ENGINEERING EXPRESS" XPE004654ii I Cert AuFld 9885 160 SAX 12"' AVENUE SUITE 106, DEERFIELn BEACH, FLORrnA 33442 (954) 354 0660 1 (866) 396-9999 TEAM 0 ENGINBE: RINSExNRESS. CON E HGlNBfk1NGEx PR E55.C'QM rRuKwR,�wACh' 7,7 'I r.. , ',4 'al } 5 rL r.:alhaLL MU11 till ,:k:x se® R. d �+rf+v TO T d S W j O iCr=r Ott HN, ^ t V M m �Pr vo s -- LL e - uu a G d' a 1 S w , a ¢qw ... :.., ...c.... < IL' y t L.rr r -a 9 �W e t x u Q t IT till - b 6 � rr Ju w C r t ^'I w r I r z 4 w t to Cti: ;t I ' A 10 1.DOG" - F ctu IN j/ - A- z H: C J _ ALI_RNATc BUILGGUT . 2 l - m 1 r .TP}F Y, U. MGUhlT111J. FXTRU51GN9 ._L.l t - �L •ETA. F .F ,., ,�. : k 1. T I r - .F£ _EF..F t. ) :{CailN+s R90R NOUN. SCtTIPN: t- C4 rg� � ry I EL z r :ULL %� aQ rer. UUE !el 11 It II K:. nr+l -Al"..'+-t:f l{In r` . C I Tao `c`A•.< HALL-1 z4 r 1 Il l+ u r cwv ec y g r m A t Y � A b -CTI 4 � r0 P.lLM0UHT 5. OH rrrrt -, fJl a 1 r'• I r- C Jq ht_ t FI W Yle . Yf ttl t3' g Q i I �I fIF I aT. Ul- u r neNrcnnra u to - t r - AY vote a. _rrn n' =rn - M V W to "� y fF' T t Neit;r, tti PY"e r.�I�irLtx"' 91 rxd - a r,•q 3 g9 5' tl'r a E G ten f Ta �•' e - 2 1 € r. s, - E 1:z - H . r-F c 4 d y a Lr @ .. R.I.FEL IE "' L Q r L ..... ;.. P^ IM -IN - I ,iL- CtPrIIRP rENWfADTE EPArIr t I >c ,ta Ar-u: m r . 211-31543 - . r, P4se oPxwwrsaN' . Y �GP1I©14Ay TG PTHOTFDNfiU35NRE ❑=T{❑Lx e31,N 1 NCF F. gg I yf-¢ 1, ILL._ I J: r ry 4-•. �t JA'U a {^} ! Nr YNt! ll)N1 4 S AfeJm �'Y' IxAd:H/nYRHJ Mfllltll st(.1lofN 1" i/4'o TAPOON ANCHOR 0 12' ymn-mmmumum-110 M11 r . • s Litt ' HEX HEAD TE% tR' a'Ft m OF 3,. 'NP PNETLUN POP T�1�; NiT .WO" MAY, "T PA*,- LENGTH 1ar4"0 TAnCON ANCHOR x OC •5's CTING POURED A.�tGRE":E OR CONCRETE BLOCK y;�,L kt4UPiTi ALOUIRED- � 81tN. PANEL i-EN6't'E'3. I, INSTALLATION ARE ONLY VALID MR MAX. AS.O_ DESIGN SHAf.L BE 2'-6" PRESSURE RATING +f- 49.0 P•$,L AND 6'-0" MAX PANEL LENGTH. 2, FOR NEW WOOD FRAME CONSTRUCTION' WOOD MEMBERS TO BE SOIEF FERN PINE No 2, W/ SPECIFIC DENSITY OF' 0,55 OR EQUAL - � ALL AMERICAN ISHUT'ERS AND GLAS a STEEL STORM PANELS - ' �4 a -GALVANIZED EE Tt� M PANE (H�iHZ & hIGtN H11H � f 9 PANELS MAY a1ELtIErCHEO AS REQUIRED COPTtONALJ,$-20STITGH aR^OVtDEO THATOONNECTIONS AND BOLTS WITH WASHERE➢ ANCHORS ARE USED WHICH SATISFY , VANGNUT5 FASTENED'@ st1ANs .BOVE&EELtRV f3B3TRllC'ftQN,. OVEAL.AP5 El"rPAN'L4 4`18, 11141 "'IN:I ABL VERTICAL MOUNT ELEVATION NOTCHED PANELS NJS, ELEVATION J141'. HEX NEAs TEIK EDGE OF Q) 5S. 0at2O W Y $ b B 7 U,4. G3 Psrr -_ 3/Is"P i ROOM pop MAY, i PANEL LES'6TH: T ENAtr{€'X 9TSCRE" 50% TNL (IF " t"P TFNWN ANCHOR Ile Cc;, ed° riL'xstz WI;,�, Ir}oI�NTtIsICT SCALE 3j8-1- A MAXIMUM LLOWABLE DESIGN PRESSURES AS NOTED 3 N IDEsh3N DESIGN NOTES: s'HWULES POSITIVE AND NEGATIVE DESIGN PRESSURESC.ALCULATED FOR,USE WITH THIS SYSTEM SHALL BE DETERMINED. PER SEPARATE Et16 IN EFUNO IN ACCORDANCE WFfH THE GOVERNING COD, PRESSURE REOUSR€MENTS AS DETERMINED IN AAAGGORDANCE WI H ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL RE LESSTHAN 011, R EG�UALTO THE POSITIVE OR !NEGATIVE DESIGN PRESSURE CAPACITY VALUES ITSTED HEREIN FOP, ANY ASSC. SLY AS SHOWN GENERAL NOTES: BEEN USED IN THE )IECT ALL BE PBS WHICH NSIBLE' ' iL. DESIGN GO NTAVILD Eo rHIN ;ALGULATICNG AS _ + Dmna 14s a1FRE9TF1& NREI# T FROM ER 4R iSEGIt7EREp DR USE IN 2 4 W ($�. '^,. G *'l 5 WIXINUM TES, E➢ m "" E S UNLESS NOTED L t;THERTYi6E TTF{ SPECIFICATIONS,' i rt NUN ABSOCS`TION. CODES a UMUR LL. AL.LTY m u '.. Eiia` L7.f Is,1 MIN❑MALLOY. � STRUL"T10N:pnd" T1fEs BEYANa THAT 'MY.- mac a PRO. ERE111, NC ADDITIONAL IriLrEN DED ER MARILIYrGS TD TMIS DOCUMENT 15 CERTIFICATION BELER`RvilA r4TN iMUM RF, fi} IABEL IUAL l'YING]N WRMATI9N: VISIT ECALG.I0131543 $''IN P,R a-- H tall T Y �• MSr ai6lN�aM1GEkPRBi6CD1d5TDRE :. EnRtiwnlalktn,rn5-:�'PdHTs8 REW3wcH.4 - t' e1NM 3E3 NAY.2]aY ua. R�9sR1a+',"t QJiS9 MiiU1t+I(1Ni ALLt3tA#ASLE SPAN SCH�I�IILE �, c ny C� t+f v gg PT PANEL SPAN +,Dl. GLASS ALLOWABLEA 5 A m W a J (a ti L $J k5 SEPARATION SCHEDULE' PA w k ,# x r ra w �4 GAUGE PANELS u „ m a - ➢ C f P . 'P tQ A.5_ A1h ittiiPYt STTLRA+t AN.'1 Yt. ARAt N f Rt:.MI GL N =� m Pe � i ' t :. I n ZONE 4$ E5'sFNT9At rAtttri3E3 N41t wN N A4 N rt ' � iu x z c w ' MAXIMUM : ri lj ., % it Dr3tGN . r i T <.,R' T P I iiR A INSSA,OR-IQNSLF.xS tNs ALLA iCiH. 6. C? @ Au v ell'. ' u ` r PRTS§ifaE W t' J • 1 iatcse'asEc ne _tANsn aovtcrAnr 4Pm rwP ff A I tPSEt a t W �1 - t ❑ B ov s 6 n tCl Teak Xr C F4 »* rY t --�- � I PaXs. SrtCNN f�PE RE hHRtMUM A 1AE:45 4N59Hi,5Ci, 5g^t. dtaV r??M'C,ik+E t M N aPo fiP�': l6 tfS / tsG ty G 744t e� E ;.'r . _ :Ar .: N " srsr rvm� as TAEIE gas Nov ''' ., ,._,µ.-.:. ..._..,._ .,..,`....". .... .-. _ ,'. .. TE5"JFa T,'"}P kR. Ea•, rgr,. xnk"7. )Pq t� kS.3 a+- YT i A .1 3 L a t.RA 2.i6ait _...._.� _`__.. _" ____ _.__N 1°`•t t s Ssk++ {Retr%4'tafM YR:1e4 i2Nt:TN P_aaEA 'ERe, H. InAS NPTf'.R 'T,Yd s 4 ? k€?uEwz n OsAwrNc:£r3AFV PU.:'Ft ngLri•F. S ... , M N DIRE � di U It, Mr M3 m -0ns.:•efT #;4e 51CY C .t6tm£3 , 3 5. CC CLn6€, '� C .. 6 9.-RvY d Tit ! � 1 to - 7 t.�u�N r, aH HT i. P , M :a to ' ....... .,i f w i C uN - `#A n5 RS NY9f+M 6n6s Sk PEt§UH ,a U5Et w #+Urv??T' N4 NY RG 4'd'Nit na b. 469Y -E .r u .b OI # . f s.a$Yrk 3$ aPeL ':C FFx,Sk F" LWLS p.iD2 a ili£i.5 ne2Y Ai wr'o: AAN,a I #PG n a 1rE14 €'- 4]P6: x «Y Wt%kLUT SR a A ^ME f7 6. 3tts h r § fl4n IS uY i . & raA. _ tt�, N. _ b 7.5 ,P N ni fs CV=w tJ- e" 7 J HrtS. JJ' fTn. { , r a f 55 7 C"{tf8. ^ At= vJ uSrN,,at.'#R'+Stx21'r�a�ianxa*+"4F"{,'Riv YSkx _L:.d'hi.. _ 5$$ R eSt:. R StPE/d!4§ Or•i U , t *a('Sw e i!} TQ r1 i kJ 5 i21n � 2 M71n,. a F f Ei" r� n vF e as � 7 W a ?7 {Ff r 4 cs x r 2 v Ol^ .n S xLt tie a PA SC'HEC}ULE NOTES. F TTP y d cTP N' h Y: SPAN H Tit a rb two. _L£r ui i. fR ff5t}Lt3 WP NEiit74'E EN sP .iE V _..GFlife tkii::IIIA Oi-,SE[s4 LfFdt3 O ANES FASTENER SPACING G t] t - a a 4 A P1 P tSt.:EkP#E.-,. t3Aktk4Uh: ALLOWABLE tY£4 T. W 4 a hUMt`AId? A SCHEME ACCEPTABLE [5:. aE I .a F t.S CLN+T FOR Ua f# Tar Si' POST SC §40 E PANE€ u. c F A T of rDAD_ L_�. THAN J7R E L €5 NEGATIVE L A RU ti N LOADS. '"-}L'n 's.>. rot-..uWih :d,J 1 �. P Y S S2 f " ARE 5 a.ETi J i F videR5 E U N "PANEL WITH NTl1D ... �dr # tkf 5i.. Ntfl#G- D A.. (Y..I Et+ t r Y, RYiTH ALL MO N. Fks STtNiS ,: z n. -,, .a -tiro C'lF" UNCTION tr. rf FUSE i. fiH. r _via, _ €n i4i I te, s . tPkA.:K St L1CTtkE ARCM fit:: EE.Z�S" � =.t.. E!«� t PANEL 1111 T "11,.IA SPACING TASLt. S` U D OUI A .tE Mfg R r AIL A o HEADs 5 NeLLi41 te, aotLr, au � M N v tz Q n,Dra " C3, CONDITIONS) t 3 INTERPOLATION a niWADSr=atJ . B, LINEARc WEE S p[ M I w.:w.4SftLV€b yygg 1 `2 PT. T R t E Eh-T Sri E 4.0 Cs a wrJK,n,m s E NJn A r L Ei m GLASS �+ .,5f N aDr'A g LA S S PARATiON NOTES: i:7 �J � P. t« W APu 4 g S r 1, N- A H WITH, I v A 'RMtN L ENTER Oh N 5 E PARR I F'CJS. Tr E DESIGN L D G; CITE E C Ct a` ,5 '-.r Pa T e: JT_r r+cJan r 3 MINIMUM M ALLOWABLE SEPARATION FROM THE OPENING 0 aE S7TEC FD i tf IULEli LE EP ON PE t M' E R. R H F V^ A O r. SCHEDULE tS TRt3] T't3 USE `1dtY tr{r5 TI T LOADS D=, Nt U EQU y 4uaT`•;.n ti4 att R:J p• ia'i 4 !! 6 s ? ACCEPTABLE, 7: E :..NEXT HIGHER NTERt>OL&TION BETWEEN t5 AfCF' AaLc.O-H)<RWIS USE Hit'tEt Drum t'rrE s. _wi•�y- .,..�.. ">^'. L a A LOGO. M11a'Dh FINSTALLATIONST tDE € TI+E t VH AMOUTSIDE 5ENT_AL .> 3. OR 1OUTSIDE: O 1 , i} SOR ESSENTIAL ... $� »care *.'PEE , ae z _R a xF T' SEPARATION 57M wtND P PoE8 1 THROUGH 3 FFE GLASS FRR . tCrr FACILITIES IN O G S tL% BUR[ ANe HhN5.n5 N r REQUIRED ANDNO MINIMUM SEPARATION FROM THE -7 SCHEDULE S O E 3. FAA d? r+t; uAta rite V.. Y rill E.ez6Ttnr,>extaETr: t a ;..^: x. a. x`T N. argaJ6N _. PROTECTED DPL�+ro,o z5 a LaREQ, u�,crY, es� � JE � 20 31543 ...'ELT >< s' waxs caP,!rRa. BraavnaT.Bte, ai SAie Ye } Fii t,FrtT*t+ a - AGE kSI'BTJeOn4N: - p OPTIONAL EGRESSPANEL DETAIL t 3 rAyL OPTT.�{�7NAL INTERIOR ��� 'f.EftlIflff'a �iETAIIL � INTERIOR FASTENING TOP MOUNT *1 � py r e � "St" HaNde=. fl" o' t7' TO «4°' ?a 9x. 2 ?a" 2d". &tit-rdwn `U*!'Rcada 6" tS" # 84" 25" 22' 24` tY` 2 2 P. Z § & Hoe � "U" eror U er A" %# ?a" ?S <'* 2a° ir' l4" �' `26" "J 2N56rrt 33 23" 2C" 30 �§" 3t}°_ 'P�T�ar� sc,a. aE Alas .2 � `i Tt'" 22" , t T' 25^ 3Ci" t " t 3 1" i EtxSa tAmPm: .%" .d" ?4" sB" d6° 29" 4a" 53' C H 'k RaGer tY P ff 2.9' 4" 2 25 Z:" 2K' n" 'x5`i m dS 5 28" a` -, s N r E a, FN rAau zx° "�* �» zs= 1 sn' sr r air 25' sir 1 dy' ai �' 8t•, eJg GI' ."aY'•. rR,WIi OCNNA�,'D4, PC FRErdM6 to 5eH5 . 0 Q94"' f-1990" 2$517" yt slur,:x 3 25b" k I-b'094"6t5.. :. � o es 0 135. o Ca 18G1i n4 1r.. 3n,be4 094�- laze' D94° ty YP. Trp o T µET 80 _b T t7b9a° N .a63" ry M ,"� �_, z ;,. , tlU.c. "Cl _ TvS�a .., T-o- LzSLF rn % b. a ,aso -- z.oD� .a`zazlr.zso -I z,aoe l-- �'I z.00a° � r w �m _ a `. , „ ANCI.S LL1 d-PAH.CL95iIRE Slit-, iF `rz., _. I. aft y^ H .HEARER BUILDWUT U: HEADai �.12i ..,� `. u FiEAOER. �y L - .IS0' MAX; 0.313" "+' f'.f ' id �...� -a D,3 6 : " _ 1:SI.. qqyy��55'�' 7 55]],. l I 03fi5 - : :;.a.65 S..�p 655" Q35a" 4)5� f d175.:: 9.14 0.196 �y W- RF655 ..4,&85 N F12.5b0 PANEL GL?VER4GE'1 -���{_ 0:250" rw... MOKTMN PANELLING ii,.InI� u-M n :n LGc. F0,54S 0 524'15Q„ O.t75d`ji 0.090'. F - MAr EE b 965 baoTYp+'fITYP: -�,4kT'.r�-IYF,R,bgt75a�074U' R0BLNLO dlT Fa 7RACx F AGK "F" ANDLE-TRACNITY n t f .c D nH MN: R3i3° AI�0'44 ms, x.-iuF ❑ ia. J 3.19i7 -HI t'- I P G N? LEC d m:�aY pQ a p7. RE/EtcSEi5 x mF tt 4 U ,Sp, 'F' ANDi.E - �Tr?ACK tEJi]ENOEd) 5 lERO°. II yr" cl N.�I, it in fill fn:Leqa tl3�. OVERLAP 4" h COIWERCLDSUR6 DETAIL. x-T.. '.+-1 2$"' MAX. �. MAX p- MAX, T W. n-arw.n ,J. 6U LL) OUT 'I TT F SrA ICE Er,n - y .c s, liDDD" •J ,r_rJE'. 54F K-E fd P"5' •• a. 1.QtlG" 1 oslli R{3 31i20 � Er Jr a :. OVER AP AE n"ri1 MAX.`.*-:25 MAN - n, # Ln T r :T4' t�.l 11 T q' 14AX MIN tow 'fir r v t r F gp v.,tL �`J CDRIJER GIOSUril DE7Mt $ :�SNEEA -=r _. ,r•na.:: 'Steer TRAP MOUNT CLOSURE DETAIL B. Nr6 v i a l - 87 RIIFFOXrNNNAEtgf4:,' 20-31S43 0 _ t - _ _ M: _ IT - t r 7 - f' t• a s {.: _ ' ANCHOR SPACING 24 GAUGE tA'tNE1:5 PANEL FASTENERS ill SCHEDULE. L9122 S'OC" 3 4" EDGE 615TANCE A b M 0 a v s W JD P R' Ss+ LLIr a U wJ yyft lH 3 rJ LL i n t W i.7 L } a aw r >o N Q W Wsf fu w B #t yr Iu 1 a w 7 m d- t t} to 0 Q a r N Wt�.�y,� _ 4 V? a vI gg - CET ":. C+' _ W � � Ti ag ry +f 4 1' ANCHOR Nt7TES 1 t-tiNCHGR SCHED APPLIES i A P GDUCrS GF}. FLED HEREIN BUr4NLY PROVIDES uLE c ALL R n PR Es T MAXIMUM ALLOWABLE ANCHOR SPACING. MRXdMUM ALLOWABLE.�PANS AMDPRE�u5URE5.1NDIfA. ED. .. .. -. ,..... I SPAN SCHEDULE N ANS H DULE51''gLL APPLY, f ENTER ANCHOR SCHEDULE BASED PANEL FASTENER 1MEE I&TING STRUCTURE z c ECT F 7 x ATERI L &ANCHOR TYPE_ SELECT DESIGN LOAD GREATER THAN ORE UAL YO NEGATIVE DESIGN M A R T 4 LOAD SH PE BASE ON APPPAN?JATE MRTRAN OR EQUAL UET TTERSPN S A LJrT EQ ELEice 1 CO NE IC T?r E D P P T£ U CONDITION 3E MOUNTING LE N Ci N P BASEDON AP MU. NTtNG ikN IL N EDETAS ON N , RR Pyt d. SHEET 2FOR ipENI'IfiCATION OF coNN£C'i L6N.PaEE'. 3:: 'PANE PSTENER6'ARE ST D5 USED IN CfiWfINCItON 4Ni HALL MOUNTING EXTRUSIONS L A u T r TRACK STUQCIED GLE ErC ll E 5.25 O C AN L F. E AK7NG TABLE ALU F R t AN S P E A�rEN RSp U E:. LT 1 T LL."- °-.ANp "U" HE LSERS iNC1UDING E itRGU CONDITIONS A H A U t ? ' W S 4ANCHORS 1lLL BE tN5TALLEQ IN ACCORDANCE IfH MANUFACTU ER_ ftE MM`r:NDATIDNS: 5H R GL' S. E 5 CONFORM TO 9 BLOCK,' p U HOLLOW B=1111ST TR fTUR HALL N M SCHEDULE, 6 M1PnMUM EhrB MENT SHALL 6E AS NOTED IN ANCHOR SCHEDULE E4 H CH ? MUM EMBE M AND EDGE TA NCE EX,CWQ STUCLxr AM BRICK AN OTHER WALL MINI D EMT G Oi5 ES FOAM, H WA.. N W LL I ALL E t TO 1 AY OP.5H LL E htE S FED OTH : O H SSNE A HN 5HE5 SH a LIM -fEL 4 M A a RF BY ERST I A UATEL TRAM F D r r Rucr iZF DE Y 5 Eft LOA 5 O H05 U Q ST C LAB EM EDST 2: ONCRETE A C ORS NOTED HE E1N 5 A L. E B DFIt TO G .EC CONCRETE ONLY, N H FL RA Y R 9. WHERE ISTING STIU7.. LIRE 15 10 DFRAt+QNG EXISTING CON IT NS MAY VARY, 6 ER 'T E O NG R IO R FIELD VERIFY V A A N A WOODM NOT Y. D EN Q THAT F STCCE T RE I ONLYED? U TE FRAMING EMBERS O PLYWOOD. FASTENING TO PL7W. Ts ACCEPTABLE ElY FO SIDEPIECE5, OOR _EFT @ t R ro ETD. WHERE ANCHORS: FASi'EN f)NARRtJSAl FACEflFSu'rUD FRAMIfirG FAST@NERSHALL BE LDCATER.tN AN T... N.E N.. N� T l.E .TAN. 5AH. EWriA GE T ROF. CYrrINAL? XA' M1 Wt30D.S STUD "' OGE DIS CEI "CEPT'AEL FOP, ' L ( ) t-0 FRAMWGI, Y"+`ODD.STUD rtHALL BE SQUTHERN,PINE'G b550RGR,EATER DEN5ITY LAG SOICE4Y SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. IL REMOVABLE ANCHORS ARE: DEWALT PAN.ELMATE, ALL -POINTS SOUD-SEF & BRASS BUSHING. E ND,THREADS NEW TH M CHINES'' EV SHALL HAVE 1 MINIMUM ENGAGEMENT OF RE DS t E BASE 12 A _R HAVE ;$N);116p, AND MAN NAVE ErTHER AfAN HEAD, T(7U55 HEAD, OR Ap'AFEft HEAD (SIDEWALK staLT) U.N:4: EITHER 13, MINIMUM EMBEDMENT AND EDGE DISTANCEE"n'CLUDESSTUCGO OROTHlER I*1AH_.FINISF.{(_~5, 14,, DESIGNATE-' ANCHORMNRFTiONSiNHICH ARE NOT ACCEPTA13LE SI6ES. 15- DIRECT MOUNTING CONDITIONS R i M4 Lfi- LINEAR I E INTERPOLATION L5 NOT TED F RUSE WITH HE ANCHOR o'HED LESL75 - 914 NT RPOLA N PERMIT O W T A HO _ U- 7Ep. THIS SHEET d .,o Y r a �m �m ntt�r•IY �4 n aYiS ... �r H: - _ �P4AtRRfMl1(9'N�BEO� Q a E r, t. .:,. E r20-31543 G -: - n4Nre GeEC 2 5" tit S5T CE- � Ely TI AN -L;'. J t' s, Nalt:oESECN.. 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