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6410 Back Forty Lp
AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. 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 B'Ifold Door BK SH or Bk Sh BookShelf BLK or BLK. Bock 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) DIA 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 ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Fir 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 KNVall 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 Pit Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or RIA or R.A. Return Air RAD or Red. 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.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SO. 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 THIKN orThik'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 WOW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE 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 WOW HDR or WOW, 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 DATE VERSION DESCRIPTION 04/25/12 1.00 NEW BASE PLAN 06/25/12 2.00 GRADE BEAM FOUNDATION 08/26/15 3.00 2015 NEW CODE UPDATE REV. 06.23.22 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. INDEX OF DRAWINGS SHEET DESCRIPTION 1 SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1,0 PRODUCTAPPROVALNUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL n SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL O�F=7 tv/ SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL00 Do00a OODa0000 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. 12/19/20 5.00 FBC 2020 CODE UPDATE 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 1525 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. 4 N cn > W o 0 Cj cc O L CO V CN mx �LA- ^� y N S t ^ V I Q d N d 5 Q T G G d _ CE C:) N ; c+� Z —7 N - o N co N , To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E e 8. p LQ V c N o 0.00 ae P�L °° co d LL Q r LL W 0 $ �g� � LW� or) m Lu = N NZQ� .rj N o V W ❑❑ M V •�.. z C" N z � � n C" IV M V I z �N }J U- ry � cLU cc JL G> U 0 „, 8 (n c §5 8 0 U c Y �0 lV W CD M o Z L- E Z O go 1 N wW Q a o U wLL z Z® Oa 3, E 0o " 0 � Z a `6 L < o �p wZ N C: > C < Z Y w n m 0 ZZ 00 Z S J �x ¢b > 0z oa gz N W r C 0 cy �G 3 o '� W W� = C7 0 ;o IIIIIIIIIII� ca v is I aF ij3 0 m O NN I.L rn to to C9 L T co Na U1 Q 8 V) m N O � _ a--+ ILL LO o CIO O 04 00 LO LO r Q to T ui E ' N o Z ET N N42) c m E v 4i c aJ' a U ¢ p JOB NO : 23-04652 SCALE : AS NOTED SHEET NO. C S 11'f 11 Ti I II 1�} 0 4 CV KITCHEN TLA/SHMEF FINISH PER FLOOR PLAN KITCHEN O. BATH BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES INTERIOR DETAILS SCALE: 1/4" = V-0" VENEER KEY PLAN SCALE: 1/4 "=1'4' NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD e w cr 4 a0 ZV TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL i TOWEL BAR TUB OR SHV SHWR. *a-- VALVES MEDICINE CABINET TOILET to SOAP PAPER `O DISH HOLDER 4 in o °a 4 O % N % p O n n M N TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY c ii OPT. REF. KITCHEN POWDER BATH N 0 iD J (:S::6�' TYP. @ 2 STORY AC PAD 10'-0" O 35 SH DINING ■ 8'-8" FLAT CLG. CARPET ■ ■ FAMILY 8'-8" FLAT CLG. CARPET ■ 42" HIGH 1/2 WALL W/ 1x C OU) 4'-1" 3'- to N (3) 2x4 #2 SPF STUDS W/USP `7 HTT16 @ BASE fV T 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS o COUNTER TOP 30" H BASE m CABINETS .060 Q LL 1-2^ 2xa. T FRAMING 4 c 1/2" GYP ry r' N N �? BOARD Fi ". F FIN. FLR. x P.T. SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" ■ OPEN '- TO ABV.21 J,, 111 , FOYER 8'-8" FLAT LG. TILE 4'-1 1'-11 ■■ O 01 ■1 ENT Y -�IIII 8'-8" FLA ---AF---- CLG. 2'.4" N r ,4". LA '4' 1'4"XV-4" "L" SHAPE CMU COLUMN ■ ■ I LANAI I I G T 8'-8" FLAT CLG. A.F.F. 1 - - - -1- 13 2-01' HB I I I O I' I I 6068 ■OIL■ ■ -, NOOK - 8'-8" FLAT CLG. TILE _ . o r 13'-2" - ■ 10 ," " '11 - --- -WALL--- C?U) a 2068 r---I 1 D.W. I o o Lo ::4 SINK _ - W/DISP �I KITCHEN- �. ■ . 8'-8" FLAT CLG. 00 TILE J w Z TYP. @ Wr' I US 2 STORY HTT16 0 BASE ALL- I UN ER FG1 TRU - SS 1 OM 1 r^===,-1 I 3- -1 F 1 2,0" I ALT '' __ ■ I 11 AC PAD 11 II I 3'-4" L 3'-2" Il 1I I I I I I I II I1I1I 26§II 8 PII F. I0^p^ 51 61 171 01 11 1211311411511¢I 0 4^ PLUMBING LINE TO SECOND PWD. TP ■ FLOOR '-8" FLAT CLG. TILE_ _ D _ 2868 S3 - ■ EDGE OF SLAB 18 2" BEYOND Q 2 ALL �I.-_ C H2 S4CD I C W.H. Fw- S3 S3 LU Z 2'-8" `r 6-2" T-10" 6,-4" >- 0 Q BUILDER TO PROVIDE w U =1 NOTE: FINISHED WALLS APPLIANCE PROTECTION > 0 m TO BE FLUSH. FIELD WHEN REQUIRED PER FBC r54" 22 -1 VERIFY. LU 0 Z ATTIC ACCESS _'-�I F- d a U ■ Q 0 Ir LL U I O N > W - G.T. - - - zo GARAGIE----------- 8'-8" FLAT CLG. A.F.F. I ■ I I I K I I 34 I j TYP. @ ---- - --- GARAGE I -------- II ■ ■ ------- 1-60-7---EADDO-------- ------- --- O A o ■ S3 r TYP. @ SINGLE STORY 4'-8" 1'-10" 16-0" 1'-10., 5'4" 19'-8" HB WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 i S.H. 13 20 X 38 18 J X 37 S.H. 14 20 X 50 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 S.H. 16 20X72 184X71 J S.H. 11-12 271/4X26 26X25 S.H. 1 H3 27 1/4 X 38 J 26 x 371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 J X 63 36 J X 62 112 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 J 524 X 37 J S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 } X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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/ 112" 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 t> LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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 OPENING PRESSURES ENCLOSED-EXPOSURE"C" rA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 ( +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 ETl SEESN SHEET 6kig PH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 FIRST FLOOR PLAN - A SCALE: X"=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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. 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 FIRST FLOOR LIVING AREA 721 S.F. SECOND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. e•� 0 N C3 Lam! c 0 Q ''o W O u CL cm = M N m A2 !Q O a- Y) -a N H v t11 Q yO.a N Y g� d CL on c IEc s c 3 w � 3 2D mc a � E eo 0 a �+ 0 N 0 N N • : 3 4 R To the best of the Engineers knowledge, information and belief, the structural tural 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. 0) E �W V y C C w p 0 0M inn�� LL Q 'V C J U.UJ t3 -9 Lt S 0. Z @crn o WW2pj0' W p! � O Z m'w I N Z d Z N 66 00 W ❑❑ z N � z � Q J- z Cz Q) �_ �- 0 WQ) s c Y vV) ie NCD 4 f•- E t , Q N �� o c �w M M y ¢ ZZZ E zz oa > m a 4 E 9 M ¢ z®s WO g 28 U ° ° �z z � a� Qz ° aZ J in C ¢z mo Zr z 7 m J .° m ab 'w a �z A Wcac 3 02z 2Nk o w aF =� �o 8. 03 C T L / O cc Al L T N o LO Y o N U) m N^ L , O N Y co N m LO O LO T Q T 0 E Z' CD N o z E N42) a EE c� � o ui a o C °� JOB NO : 23-04652 SCALE : AS NOTED SHEET NO. 1.1 3 c z a N ID Fr rn Q .14 0 J I z N 4- m N J a co c U C N N i a E E O i 2 0 d N O N W rg 15 N CN N 5i z S V) 42" KNEE WALL WITH 1x8 CAP & CASING 3/4" PLYWOOD DECKING FLOOR SYSTEM----,. , o ;0 00 STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" 1 (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSIN USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. T CONT. HANDRAIL RETURN TO. WALL DETAIL. B SCALE: NTS 10`1� 42" KNEE WALL WITH g 1x8 CAP & CASING STORAGE g� I`� B UNDER 36" H. CONT. 7\ STAIRS GRASPABLE IxTREAD 6� RAILING (TYP.) 5� 1x RISERS �4� 1x8 CAP & (TYP.) \ CASING 00 3 2x FRAMED 2x FRAMED N 2 (3) 2x12 WALL WALL STRINGERS 1 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. O TYP. STAIR SECTION SCALE: 1/4" = V-0" 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 dear 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 '/2 inch. A nosing projection not less than 3/4 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 1114 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. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. L SEE PLAN FOR LANDING DEPTH � MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMIN( (2) 2x HDR. REQ'D @ EN[ LANDING FOF STRINGERS CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1 /4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP 100 GENERAL LANDING FRAMING INFO. ' SCALE: N.T.S. 9'-0" MAX LANDING LENGTH ' 95'-N, 3'-6" 9'-6" 12'-0" 5'-4" T-5" 6 0 H1 D2 25 SH 6 D2 � H1 25 SH EGRESS 2X6 WALL 60" X 36" TB 16' 4" b� SHOWER FIBERGLASS O SURROUND OWNER'S TP - - 5'_5., 3,-4„ SUITE 0. BA CV 8'-0" FLAT CLG. 2668 8'-0" FLAT C TILE in CARPET 2068 G.T. - - - - -BF w M ° UU 4SH r777 WIC 2068 8'-0" FLAT CLG1� 1= 2668 CARPET N CH>gSE M ��ti o TILE TO 7' A.F.F. BEDROOM 3 AHU BA 8'-0" FLAT CLG. 4SH CARPET m Ito Ca T 8'-0" FLA CL 2468 o �' coo I TILE BF TB _ TP o I T-3" 3'-0" 5'-9" " _ 2668 a o G.T. _ - _ C7 10'-4" 2'4" 12668 M W. 42" HIGH 1/2 Co ILL I I 00 I I I I I I I I I I I I I I I I I I I I 1 I I I WALL W/ lx W W 1 1 CD 1= Q CAP `n I I I I o�xo I I I I I I M I I I IDN I �_ N 11 21 31 41 5 61 ( 8! 9 101111121131141 1161 1 � j � 24 SH H 1 22 D2 O N I D1 ( I I I 2,1 fn ., u� 8'-0" T-8" 1 4068 BF I ----- I ' BEDROOM 2 sal r 8'-0" FLAT CLG. I I CARPET G.T_ I I I I 22 I I I I D1 I I 4068 BFco I I I 25 SH I 22 EGRESSD2 4 I I I I I I I I D1 H1 B I I I I I I I I I I I L----------- ---------------------------J I I I I I I T-0" 8'-0" 10'-2" T-10" 14'-0" In 25'-W 1 D2 TYP. @ CONERS m 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP J S6 TYP. 3 ao D2 0m M SIM. w/ (1) MSTAM36 FLAT STRAP �- HANSON BOX @ 36" A.F.F. _-DRYER VENT THRU ROOF. LAU N 8'-0" FLAT CLG. '- TILE 14()r RFV In 1 9171 rAR 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 - WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38j} 184X37i S.H. 14 20 X 501 184 X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 18JX71J S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 4 X 50 J 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 i S. H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 4 X 71 S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 (2) - 2X12 #2 SYP W/ 112" 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 <e> LVL 2.0E Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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 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 �F +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET 14U 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 SECOND FLOOR PLAN - A 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. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. 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 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA 721 S.F. 807 S.F. TOTAL GARAGE LANAI ENTRY 1528 S.F. 397 S.F. 60 S.F. 30 S.F. TOTAL SQ. FT. 2015 S.F. 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 N 0 N 0 Cn - Q C t O u an o a eewN m �x N C I.L a fA .a N t N 61 Q J °C 3 re � 3 �- ca ar ?OC •� T c E o a � w M 0 N N �V i A a• ,��: • - �: i �. •` t'- ',tip 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. V1 H o E t) y 0 �' co N N CD In N Q 4 y m v J , JLLii W Z -vim a �c - � "" W ILZ rA�°'°f m w Z Q J ZOr.. a O OU y W U I� (D cl) Z N S z J - a z v �-J v�o cp W � V 0 8 c '3 w ._ C � Z � M w Z 4 U_ w0 go Z n a ca 8 o = ® cL _ so w �� & o� Z F.. o < r`o > C:0, o mE Z m J No <b aw 2w 8 o SZ a W 3 m Rx ow o h� `a L� '°_ v a z< u C O 0 i 10 LLC6:) O ui 0 ^, i T 04 N .-. Q J 04 m a-.+ Y O LL 110 L N '� `° N 0)m O m T CO N o Z Z E N y c m a U � Q tj JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. 1.2 I l a i 111 J. i , 00 T.O.P. 60I o FF FIN. FLR T.O.M. F T.O.P. FIN. F1 T.O.M. FIN. FLR. ALL TRIM ARE SCORED FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS Mw n 6068 SGD FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 :�� 5.9 35 SH — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — REAR ELEVATION - A SCALE: 1/4" = 1'-0" 12 5.9 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS Illllllllw 5'-0" RIDGE VENT 12 �5.9 T HDR. EXTERIOR PLASTER ON FRAME 100 EXTERIOR PLASTER - 9 00 ON FRAME CJ � FLASHING 12 FLASHING 25SH �_____ 12 -------------- 12 �4 FIN. FLR. ----------------------- - T.O.M. — — — — — — — — — — — — — — — — — — — CJ / WEEP --------------- HDR. TEXTURED CEMENTITIOUS FINISH ON CMU 00 TEXTURED 'o0 00 CEMENTITIOUS ^ co FINISH ON CMU 25SH 25SH -- -- -------------------- FIN. FLR., RAISE BANDS OR FOAM PER COMMUNITY SPECS EXTERIOR PLASTER ON FRAME a � 1u/ 1D7E::17E:1EDE1[D0JL___J iU� TEXTURED CEMENTITIOUS FINISH ON 0 IE h [::][::]El ElE]EI—] =1 SANDED CMU 00 FINISH 00 CV pp FRONT ELEVATION - A SCALE: 1/4" =1'-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 5'-0" RIDGE VENT LEFT ELEVATION - A SCALE: 1/4" = 1'-0" EXTERIOR PLASTER -100 ON FRAME 00 CJ 1 H3 SH CJ 4 r.-1�2 4 ✓ FLASHING FIN. FLR. ------ . T.O.M. 12 �5.9 1 H3 SH — — — — — — — — — — — — — — — — — — — — — — —I — — — — — — — — — — — — — — — — — — — — — — — — — — — — -t — — — — — — — — — — — — — — — — — — — — — — — CJ / WEEP CJ / WEEP HDR. TEXTURED CEMENTITIOUS FINISH ON CMU 2'-0" OP 1 H3 SH FIN. FLR. 12 �--,__J 4 RIGHT ELEVATION - A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **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. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2' long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. 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 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. 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 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 No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of wails and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N C C" 0 Q d > W a� o C f0 W N m C V- 0. N 'O CV S N m O 4 +.. CV � da.c I` t � c d � = a a 3 ca 3 a0 Q, m Ili CD N C Cc o a 0 N 0 N N c� it�1t9§..`.FPS?!fP s I p, t4 ,i ->�sas.aat. 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. a W aE f O co, Q04 O N C to N di fn N rZ.p — : LL a)Mv J Q W MLLu_ Z — C a Y tm OC E r Z O Win2pjO' m Z u' N Z d J ULUL ZN O U U W ❑❑ CD z � z � z L z -_ - w � �V O W a V) C N U LL1 al J �— E $ i :=tg a� c Q Y W �Q sea o J� Z M. � U_ 2 0 V O V U, F KO o n 9 r0 o E 20 ao 00 �Z &Z COZ r° 1W t ¢ = <Z wg W Z W� cn ro ? Qo a OiV m2 FOB ZF Z m$ U mo aw <Z �z 02 Z aZ WT3 t/J wLL �� r r Milli M w¢ ax `r as 03 c O N 2 O m m C7 � r CN � o In �-. N U) m N 4-1 O _ - � Ln L M O m Y / CD L C T Q T ci N o Z E y N E >� M _ a. :? U J Q 0 J JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. 2 t I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FEPF- DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN 141),EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �[P] PUSH BUTTON SWITCH (OPTIONAL) �[JBD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN Q\� a CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 150Af200A INDOOR n 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.—�� INTERSYSTEM BONDING TERMINATION PER NEMA1 1so AMP/ 200 AMP lights & Outlets appliances and GFI rWH Range HVAC 200=410 in 2" Conduit Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. Ili- 1.5" VTR -I I I I � I / I <\ I I I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 2 X I 1 I K TC I GFII r II 3 II � FOR DISPOSAL OPTIONAL LIGHTING SCALE: Y4"=1'-0" I `R' 7 T 'll' S.D I j \ ------------ I ROUGH -IN FOR OPT. CLG. FAN/ G LIGHT PRE -WIRE BEDROOM 2 ' I I I I I I I I I I -----------I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I L---------------------------------------� PER SPECS ELECTRICAL PLANS SCALE: Y4"=1'-0" SWITCH FOR DISPOSAL IN CABINET r_===_i ALT I I AC PAD I I Il 11 WP )__GFI DISC. eW3 !V O O o n O m h d ev C= Q 3= �x c i .� Q a>r r4cc d i; Cr ._T ? N O-� = E r0 0 a C7 C7 CV 0 cj CID CV r��� t.: ...ilt: 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 - Residental 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W Q vE o cc+3 8 N 00 yy0 � fi4 'C r� s♦ � LL Cm J LL LU mLL Ll d V 2 13 11 maC a 4 1: 0 Win2O�l°' LL Z m w `n N Z d J ZN O U U W 1:1� o g z C. a J— Cl t1') N N(Ij er ^ O ':'Z(p O V a--+ t'>3 w W � U W O Ln N W � � U_ r � to U w W Ila C 0 `z m o �Z Z cn Z a g LL aowte 20 >m z® w H go � Wo � U Z¢r SE 0¢ WZ d _ t WZ g �� C13 a z .a m O Fz Z m hm ¢w z 3 $� Z go 33 WLL aZ WN 2 ~ o �' w� Z¢ >0 a o- Uri �O Ln M i T co CN N o � N U) m N +-' O _ N 0) ' a N m O r Q c r ci M w S^ N d Z Z E N N c s a o JOB NO : 23-04652 SCALE : AS NOTED SHEET NO. 3 .. n . I I It .. , . ,r __ - - - _ — _. - _ I I 1 --ems—ems e� e�—ems 4:1� 2 SLOPE 4:12 SLOPE 7 I ZONE-3 I I ATTIC SPACE I I 860 SQ. FT.LU I I a OJ rQ Cn l2) Uj I 5.9:12 SLOPE 9 5.9:12 SLOPE it o —� I .�� LU tiA I Cn I Uj S lY ir> 5.9:1� 2 SLOPE A i LU O Cn C4 Ci Ui Uj 4:12SLOPE ZONE-1 cn tip 4;12S_ LOPE ATTIC SPACE 288 SQ. FT. ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 288 276 39 138 10 69 0.0 0.0 0.0 (Zone 1) Main Floor 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 213.0 75.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN -A SCALE: %4'=1'-0" R� Q N C CD o_ M a. =o C w Q o-L o 6 ati o C t0 Cj N .0 co YC y G? L Vf .0 lV t = 3 as m E c rs 3 Co in m m a �aa w c E eo 0 a CJ 0 M O N •N{ O » 'M 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. 61 QE O V N r 0 - Go°� m 0 # Mn Q C J LL W LL LL d yj Z — • O - ' Y L 4� 0 19 f= 5 ��°'°' Co ,ro N Z ¢ Lu F IL W Z N OU W L1 El z �j egXj z tS Fj � I to z o. 2 u- a--+ W � rJ � al 0 W O V) C N _� n �t/)Cn U - LU t g = I •. 0 3 tlj cCDd Q 0 � e �Q N �m C o 0 ¢ w ZZZ fh p 4 LJL E: E z o o o f > EE L? z z® o a F� r0 o 00 o E3 GO �a wZ °o< K wz IT g W cn C: <o m0 o , Z m ma aw �i ? g 00 LU 5 T 3 0 oLLLL a mw fz w �F pO Wj v il< r 3 C 0 .E >L6 0 ui m m 0 T co L0 .-. :3N �- N Q � $ a � onL0 N O� U Y ° N m N 0) LO 0 LO r Q � ,r 6 E 04 T y d . . o z ELD N a� 0 � JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. 4 1l I WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN . I — ::� . -, , wgW CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" r, •; . • " , •. #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. r ' HORIZ. REBAR, TYP. + - U.N.O. % **Alternate: The reinf. bars shall be Cont. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" z ,00 N ILL M 9 31 W 11® A PAD ■ ■ I I ■ I ■ S6 TYP. @ 2 STORY U.N.O. I ■ ■ 25'-0" 15'-0" 10'-011 T-4" 1141 2'-O" x 2'-0" x V-0" W/ (3) #5's E.W. L 2'-O" x 2' _0" x V-0" S3 W/ (3) #5's E.W. TYP. S3 ----- -- �t r 5'-211 6-2" I 1 6'-10" I 1'-8111 TYP. @ 2 STORY 1, 2 -8 I S6 Uj \\ U.N.O. I I \\ ■ ■NJ ■ ■ — — — — — — — — — — — — — — — — — — — — — \\ M I PROVIDE 1-1/2" RECESS i S3 I FOR SGD DOOR. REFER \ �\ INDI A ES FILLED CELL w/3000 PSI 1 TO MASON'S SCOPE \\ CON D. GROUT FROM FTR. TO BEAM I FOR WIDTH HVAC CHASE \ w/ 1 A 5 REBAR VERT. ABOVE SLAB. BASED ON TYPI L @ ALL PLACES SHOWN LOCATION ��// \ \\ HOO ED F G. DOWELS 17" \\ EMB DME T W/ 25" EXT. ABOVE SLAB \\ "GRADE 40 STEEL" \ T \\ 64" 0 2'-6" 4'-2" F] \\ I — -----1 I °° II \ I CO \\ I ■ II l CP - `' 100 \\ \ TYP. @ CD t- �\ i 2 STORY O 0'-0" EL \ I U O. O - FIN CONC. %AB S6 (D I 3-1/2" MIN. 3000 PSI I I I 21_$% CONC. SLAB FOR I I N PLUMBING \ �ALT� HERNANDO COUNTY 1 1 N STACK — I I AC PAD I I ONLY 3-1/2" MIN. 2500 U i� L — ■ q PSI CONIC. SLAB OVER L — _ _ J 6 MIL VISQUEEN I STUB UP TO VAPOR BARRIER C.J. I 2ND FLOOR ■ I — — — — I ■ FOR A/C o 00 2'-6" x 2'-6" x I `* o STUB UP TO 1'-0" W/ (3) ^ 2ND FLOOR M I #5's E.W. I FOR A/C 1 I I K c to I in S3 r3 I 3 1 /2" M z0 x L----L-- 0 BUILDER O T-8'I U- ao ■■ PROVIDE I APPLIANCE p z 1 I TOP OF CONCJ PROTECTION Q a 1 Cr.v — > m PROVIDE 1l2" x 91/2" ��11 RECESS FOR FRT. DOOR o _I 1 " WHEN REQUIRED U -� PAVER TOBE4 I OJ U I ■ L TYP N PER FBC I BELOW FIN. FLR. } LL IJJ > w ■ I I N 2'-6" x 2'-6" x 1'4' r 2'-0" x 2'-0" x 1,41 W/ (3) #5's E.W. W/ (3) #5's E.W. _ — — — C,J. — TYP. @ SINGLE co lot/ (2) #5 VERTIr✓ALS T STORY ■ I W/IN FILLED CELL 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. S3 I S3 I I � I TB o10 2'-O" x 2'-0" x V-0" W/ (3) #5's E.W. 16'-8" 11_6" 5'41' 1'-10" 16'-0" 25'-011 10 Z �O N O IX Z O N 0 ,O LL 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 FOUNDATION PLAN SCALE: Y4"=1'-O" eM•s a� CD CD > W ca c o ¢ to V c+a -� Cn N y G W R C L CN ca 0 0 . Q .d a'v d Y do.=W r_ Gai O v• 3 3 W��, N CS b c � L) G* w >r .U. M O C14 co CV t �# To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H g � a v 0 c a w C lyi M LL Q N J C J LL W 0 � ut0 W a t m o �i W ,c O ] N rCN - O co cp' m ,1Z ' N U W ❑❑ z N z z C, VI — N M 0U_ � cn w U O w s N c w w � ofo L U = Q W N o M Jz w Z M 4 w� W O OLL Z o ¢ N Q ca '= 2® wo O <. �U �a Z o w 0 Z �w o �_Y <Z mo oz z m J m aw �Z � d W CAI C) o 5 Qo z �w X� o J w� �I0 ao v zl< 0 3 o O Ln Q m i T co N �- LO N Q Cr� g m N o LO _ r Ln ch O Ln '� o Lf) T Q T �� � o z z E N N m E U ai c a _ Q 0 3 JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. 5 L _L TY CC TYP. @ LOW ROOF U.N.O. OF ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C WIND PRESSURE AND SUCTION ( PSF) EFFECTIVE HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=oft [4:12]-[12'12] AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 .49.57 -49.57 49.57 1t GABLE -38.22 -38.22 1 -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 1?%) or 15132" EXP. 1 R'6) TILE: t5'32" EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %a" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]412:12] 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 1 9 -10d x 1 1/2" HTA16 1 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 1 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 1 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 114" 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) 10dxl-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 3 112" HUS26 2035/3400 -- 20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w (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/ (3) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 1 10 -10d SPT22 735 8 -10d SP2 1010 605 1 12 -10d SPT24 1090 12 -10d HCP2 590 555 1 12-1Od x 1 1/2" 1 HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM W MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- IT) *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x T 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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 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 SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—A SCALE: Y4"=1'-0" �9 N cm C3 ►L 0 � � a o c M ej a�.r co L6- N C LZ Ro - N -= N = Q N N c m m o.z C* 3 �O aa) W .a �=o a = = a, inEL in a E C. o a u `o w CM 0 fV CD cv 0 - i To the best of the En®inser3 knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) E 4 g 8. g O m Co°� Oy� m Y/ n 0 J M 0 Q � LL LL w Z .0 c, 0) 13 4. 5 w l(L j�LLLL §A&g ; 1 ' W (1) 0 0 . Z _6.� N M Z¢¢ IL Im 1w- F- N . U � oIL0 "L U rq W 13 El Z N M Z Z n - N U) ) o O NO) 1 (0 W A �L U 0 W $ N U {gip W W '— = 0 ® I • U [O 0 N O@ c J z z M CJ y z¢z 05 Q g U_ �o 20 �oa� >n a w1z® F— r0 g o �E �aa z Z d •� ` o ao wz �H CIO c, m� z� z m J 0m 8 aw 3w ° W a cao oLLLL a cow �- <a �o v 0 3 00 = .E O O 0 O � r Q g N d. (C m �^ � ~+.+ 0 L O I- f) U �,� 0 04 -0 LO r < T ai (0 N T iri d' o Z cEa z E NCn E „ w JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. 6.1 LjISE Lj Cx _ 0. 0 CD 13 9 =:, 41 CLO r ) ) TYP. U.N.O. I I I I I I I I L-------------------------J 'P. @ HIP )RNERS PER ASCE 7-16 ROOF DESIGN ALLOWABLE RSH ENGINEERED CLADDING WIND FPRESSURES AND SUCTIONS FOR MEAN ROOFOHEIGHT 5T 5 ftND VIND SPEED (ULTIMATE) 14" MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e I 2n I 2r 1 3 1 3e I 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE 38,22 -38.22 1 -60.99 1 -60.99 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24/6) ort%32" EXP. 1 (32/16) TILE: t%2' EXP. 1 6116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131*) NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9- 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 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) 1 0dx1 -1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" 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 21/2" 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 14-1Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w/ ) 16D SINKERS & - - - 14) 1/4" x 2 1/4" TITENS ( (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1 1010 605 1 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY **' DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02.20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR ;PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD W EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (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 1�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. FX CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: Y4"=1'-0" N � M > W 0 ci n 9�, o N Q 1-I1Dili 11 I. �I rs'j•P.W. GENERAL INSTALLATION NOTES 1 • Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 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 vertical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe verticalload Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS -';&, : ji : 3'.'. : . ; : GL ' tj2 RM Qr GRotli sotto 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T O o OO Oo O BAR CONT. 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T 8F12-1B/1T ••` • 9 8F20-0B/1 T "V" LINTEL DETAIL _ - 121 -+ 121 My r'T1 SCALE = N.T.S. 0 F. Is SEMI Is Is OM ims Is no Is no 0 Is 10 0 0. 6�.M Kamm F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @BOTTOM OF LINTEL CAVITY 8F16- B/1T U a tNOMINAU QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #S (1)REBAR AT TOP ALTERNATE POWERS MIN..(1) REQ'D • «R STEEL LINTEL G M.U. #5 REBAR AT TOP w • ° MIN. (1) REUD x • • z ° • C GROUT t0 ° J = • 5 REBAR AT = ai -' • BOTTOM OF , rn o LINTEL CAVITY V 0 m XO OTTOM 0 ¢ U z REINFORCING PROVIDED IN LINTEL ¢ C7 to Z _ cr P m F LL - 7-5/8"ACTUAL 8" NOMINAL WIDTH (VARIES) m uZ M 1-1/2" CLEAR MATERIALS `-16 GAUGE POWERS 1. c precast rntels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM 0476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturers specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. low relaxation. Refer to manufacturers specifications. 713 71or wire per ASTM 0. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 70 type 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION UPLIFT CONNECTOR TYPICAL (SEE PLAN) - HOOK LINTEL REINFORCING INTO SIDE VERTICALS - PROVIDE STD. 900 HOOK W/ MIN. 25" LAP SPLICE ON EA. END---,- KNOCK-OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR CONT. PRECAST "U" LINTEL INSTALL MIN. 25" LAP FILLED SOLID W/ 3000 PSI GROUT SPLICE BETWEEN WALL (SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL GROUT TO BE SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING FLUSH WITH STANDARD 90 TYP. CONT. BOND BEAM TOP OF1 WALL DEGREE HOOK 8" x 8" x 16" K.O. LINTEL 11 BLOCK FILL w/ 3000 PSI h� GROUT w/ (1) #5 DIA. REBAR ...•� , � � •:�;�:: •• '•. �' •'.•may •. V ' .•':: .. � ! CL a ' •:: PROVIDE 3"x3" HOLE ' ~' IN BOTTOM OF ' ' ' PRECAST LINTEL TO EXTEND WALL REINF. . -•. %- ' ' %= ' THROUGH AS REQ'D. .�' REBAR BOTH SIDES �' REBAR BOTH SIDES OF OPENING U.N.O. OF OPENING U.N.O. •.: '� 12" OR LESS ✓� T-.• :.: �.: ' ' ' 7. ' ' • :- ; : INDICATES .• , .. .': ..:' .. • . :...:... ' .' :. .. .: •i :• FILLED CELL r 1 FROM FTG. TO •�: BEAM w/ (1) #5 .•. BAR 8"x8"x16" CMU U.N.O. TYP. DOWEL 25" MIN LAP (AC1530) SEE FOUNDATION PLAN FOR- SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION SHEAR FRAME a0 SINGLE OR MULTIPLE WINDOWS SCALE: 1/2" = V-0" REVISION 10-19-16 O 4'-6" LL O 4'-6" LL E 5'-8" LL O MIN. 17'-4" LL O 8'-8" LL E 6'-0" LL J 4'-0" LL LINTEL PLAN SCALE: Ya"=1'-O" 0 CV rC� Cn %:;A.1J Q cto ci CL o W V N m -0 `t- 1O c 'O N t to = a+ sc o" a� o0 i CA a a E f0 0 a 0 M 0 N cn N P�. .' i-1 •� ; yea 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 structuralengineering portions of the drawing pages bearing Engineers signature and seal. 6) 8Irm- Ia 0 v dr. CO N N arD (I: to N ak LL LL �LLLL LL W � w fan Z cc � °� a 5 0 W 0 rON� 0 O 0 W N °r m w NO N Z a CL aZ Z N O U q y W 13 Z N Z Z Q - a l� Z v U � LL � � U O w JIM tl c Ln LLJ N �0 Of J� W c') z<zZZZ O S Q � Eo 0 =® �_ 0 oa °o U oZ Z co ro t ¢ i <Smo az �g U z Zaoz rn J w� QW 8 a' g� !z 5° N az y W T WLL � o �E Jw <� �30 ;o c7 v k 0 a , 3 = �O O d' 120 ns t` r- co �-• :3LC)o LO Q CrJ N }, L I.i) ch O CU 00 -� CD r Q ( r 0 �' N o Z M Z y E N d m C C £ y a U _j Q p JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. 7 'rP +, .1.. 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. A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IN ANY PART OF BU LD E 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 SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD F 1 PLF APPLIED VERTICALLY NWARD AT THE TOP OF THE GUARDRAIL 0 00DOWNWARD 0 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2- 1 V y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. BUILDING DATA 140 MPH WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS =140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: SHEATHING 1 EXP 1 OR STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR SUCH APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS To SUBMIT SHOP DRAWINGS To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSIITPI 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO : 4.1 �� 1 FASTENING SHOULD BE TYPE "W" 1� DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 1/" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy =46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy ITH G90 NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87, -87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148",16d = 0.167. CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIORINSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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. IrrigatioNsprinkler systems including all risers and spray heads shall nbt 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 backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rpiinT ll occurs before vapor retarder placement, retreatment is require 9. FBC R R318.1.5 ncrete ove and mortar along the foundation perimeter must be removed before extenol�soo 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 verturI chemical barrier must be installed after construction is complete, including(aandsceping 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. eh N C= N O � Cn 0 >_ Q W o a= o Li m ac y C u- d o N C = -Cc C', cc CU Y m at w m u_ Q � 3 i cc 0 � o m R' .A T c � o p, to 0 w M 0 N cn N ,`t�gtt.l�6Fd+Ap�Al ✓�. J a r c- u ao`� <'.t Ile tv 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 potions of the drawing pages bearing Engineer's signature and seal. 9) F o g 8 m j w C M r;:12 ve N 9V ik LL C J LL W JLLii a a Z Ta q rn L @ Q _ w O mCP Z LLW W Coro NZ a J & 0 ZN OU W ❑❑ Ur z � z z � N z �4-J W N W U OW in c w to ZD U _ � 8 m Q 0 w so o J z w Z cn J z o z a � L.L p wo >o a E U W° z® oa F- ra 20 00 0< Z�� L wz V7 c ¢z MO of"BMW Z J 8 a ° rw �z O n 3 0 a mk W m �� �-w J o wa �o M v zI a ti 0 3 o O c 0 `m 'L6 Orn ns 0 ^' co LO g ^Q �i. (� o ca N 0 LO 4_j LO L) ch C:) m LO C r r Q T E 04 o Z E 04 c m E o w = c a ci _j ¢ o JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. SIN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING . r[r..... I.I.... I I 1 ' ;=1 [ ...... - �.. . �.�:..:.::. f..L.......( .....:: �I II 7 16GAx1-1\2" LONG (3/4"-1" CROWN) —.I I, ,I, STAPLES @ 6" O.C. VERT BETWEEN MAX.. ................................. [ 16GAx1-1/2" LONG (3/4"A" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" �- STUB -OUT FOR O 1'-O" o a - GAS METER U o a CV = • 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 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 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 11 Cn w STD. 900 CONT. #5 BCONT. #5AR >I HOOK (�BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D 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. BRIG. WALL N.T.S. 1/8" min. 2" min. }Small 2" gap max. � 4 max. /71 4� Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., cliched when possible. Stagger rows from opposite required when indicated or 4" max. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP TOP sides b 6". - Hangers with side nailing. a @ Y -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 plf 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 1/16 lode 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) —J Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q '/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5- d BCI 6000se BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION ter), — 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. — Ct UU I ANTVVrItFit IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: DO NOT CUT HOLES LARGER THAN 1Yi' ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE, USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �1 I I.m.l I I.m.l I ICI_ Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR--'°. • .. '.; . FOUNDATION INFO ` �' d 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �� LOCATION OF SECOND H10A ° ° ° (WHEN SIMPSON H10A °° REQUIRED) w/ (18)10d x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION p a . PLUMBING LINE PVC OR SCH40 SLEEVE PVC OR SCH40 SLEEVE r—PLUMBING LINE \ • o • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE da Al as L ClI c 0 O C W Ie.i C- C� o C W i.., N'! z,mx O i y C Z Q r� CV a, Y m a= W tr uwQ 3 m 3 W s� w" 40 CL E E) O M 0 N Q0 N sC C. 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. E 8 CLoQ N CD � ie :: in Iri 0 LL 0Z aj C7 . J LL U- LL I0. - 'o a m c � _ .LH- 9 o W N Cfl W -�Q'� m Z LL LL " Nz a Z N o� W ❑ ❑ V M � Z N z z U) Q _ N c/1 (7 � � 0 o LL M1 ��11 VVVV N w � U (D LU 8 N c - cn rz CO as u � '-- -9 E l0 z t CN S� o M fM Z Z Z c E O i6 Q is a p E U o� z z® oa Q o E o &z Z d 1t... O J C ra �= 3¢ w mo �z Z� Z m J yo 7 a aw zN 8 3 od go W T 9 > 0 AW m o a aQ �o a= g� O L6 0 a� L �--- co .-. Q N Cr o 0 N T m Y / O U_ N.0 CIO N m 0) O T Q � ( r E r CO N i6Ntz o z E N ; M c a. U _J Q p -mil JOB NO : 23-04652 SCALE : AS NOTED SHEET NO. SN 1 r^i '4 1 ■ ' 1 1 1 IIC 1"1+I11 - 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1!2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ (OR / GYP. TYPE X„ @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) GARAGE W/A HABITABLE ROOM GARAGE EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1!2" CDX PLYWOOD OR 7l16" O.S.B. (12)10d NAILS FOR UNDERLAYMENT @16" O.C. W/ (2) 10--0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/810 x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2 GYP. WB (MIN.) @GARAGE SIDE IF z INDICATED ON THE PLAN. ATTACH (ALT:1/2' 12" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. — 3/8 MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND 12" O.C. FIELD O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C. ) INSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. " " " 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 0/C & E SLAB & BLOCK @ @ "SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N .- 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) Cl) ELEV. U-0" ALT: 1/2"xl2" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 o ° SHINGLE ROOF, SHINGLES TO _ a . ,wir @ 24" O.C.) 2° WWF OR FIBERMESH ESH ATTACHMENTS 2" CHMEN S WWF OR FIBERMESH ESH BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM•-•I° — ELEV. -0'-31/2" z31/2" MIN. "31/2" MIN. CLASS F, IN ��� — 2x4CONT. A.F.F. O°D3161 " � 12 ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING I I I II' — — I I �lll I — I— I I I - o `4 - 1/2"(min.)-4" � O0 � 0 ° JL °o 1/2"(min.)-4" (TYP.) VARIES I _I I�r I I I j GARAGE DEPTH VARIES 7 � 31/2"(min. - 4" - m „, 31/2"(min. ) - 4",- CODE 7TH EDITION (2020) I ► I RESIDENTIAL 811 ROOF SHEATHING - SEE - INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4., 1'-4" 81, (2)#5CONT. 4" '-4' 8" FRAMING SHEET FOR SHEATHING AND FASTENERS WALL W/ OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALLrc U.N.O. • TYPICAL BEARING WALL @ STEPrcC ELEV. VARIES — SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 " " " � " SHEAR WALL SCALE: 3/4 -1-0 S3 ��_ �- �� SCALE: 3/4 -1 0 S3 5/8" OR 1/2" HIGH ALUMINUM DRIP EDGE STRENGTH CEILINGBOARD ER CODE OR 5/8" ALUMINUM FASCIA coN��N�°���t GYP. TYPE'I @ GARAGE �\�oSEGUP W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING Qcs ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x 16" CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. STUDS @ O/C M�N�MJ�S ,G 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY N�\N 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1 x P.T. STUD " 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" R302.11) ( PLAN #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING INTERVALS VALE(R302N 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL 8" C.M.U. TYPICAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER G/S3 FOR ANCHOR "J" 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) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) „ „ TYPES MORTAR BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR ARCHITECTURAL FINISH 'SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN, TENSION 2600#) w/ (10) 10d NAILS - SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR F BOLTS 6 MAX FROM " - -, 6 x 6 W1.4 x W1.4 C — r n'P• 2x P.T. PLATE .� PER MFR INSTRUCTIONS w o END OF 2 x PLATE WWF OR FIBERMESH E 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED E #3 OR #4 REINFORCING BAR v e ° s : GRADE°D GRADE #3 $ #4 LAP SPLICE[GRADE 40 MIN. Fy740ksi, �1!2" GYPSUM WALLBOARD U.N.O. N FILL (1) #5 VERT. I LL MONO OR STEMWALL z Cl)n A FINISH GRADE � 25" MIN. LAP 30" MIN. LAP [ I 60 MIN. Fya g D 4 —r- CELLS (SEE FOOTING MONO SHOWN = w w ' ° FOUNDATION PLAN FOR CLARITY � 6 MIL VAPOR BARRIER C ° ° � R 1 7/8' FOR LOCATIONS) - _ 1 �, z #5 REINFORCING BAR _ — 1x4 P.T. BASE NAILER 4"1 INSPECTION • ° — — '- #5 LAP SPLICE (2) #5 CONT.— 31/4" BASEBOARD AT EACH NOTE: NOTE: "FOR BEARING WALL iv COMP. SOIL. (COMPACTED TO — n e . 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS ON 3" g• 1#4" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM — 10" MIN. 2500 PSI CONC. SLAB IMAY VARY PER M AT GARAGE CONTRACTOR U) - D1557) 4 1'4„ — #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY.MIN TO CUT BLOCK OR POUR CURB DUE TOSLOPETYPICAL #6 LAP SPLICE INTERIOR BEARING CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS(**"F� WALL W/ UPLIFT(G� "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE ��_ _ �� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314 -1 0 ��3� SEE TYP. WALL SECTION FOR ADDITIONAL "_ �_ �� SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. E u P °e Z_ 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 ° 31l2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR a -- _ = z_ �- min. 4 �� 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER t D 1 m ° _ v " GRADE AT 24" O.C. MAX. SEE PLAN FOR * * * * * ON INFO ; ° COMP. SOIL. ° T a •' — TOP OF BEAM & LAYOUTCONNECTIDESIGN ' ( COMPACTED TO 95% _ — — -FASEP:NCLOSURE_ ' T III (1) #5 REBAR w/ OPT. SEE ROOF PLAN _ ^ — coo c ° a. ° d ° -- MODIFIED PROCTOR -11 I (2) HTS20 FOR STRUCTURAL r `' ci ASTM D1557) _ ( BEAM SIZE & N41 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) I I 4a CONNECTION INFO CN c+> _ •. .' d' . ON 3" CHAIRS TYP. 4^ 1'-8" (2 STORY) STD. 90 HOOK (SEE DETAIL) MIN. 2*a P.r. U.N.O. PLATE 2x4 #2 SYP P.T. FRAMING w/ _ rL �r,s" MIN O.S.B. SHEATHING SEE A/S3/J/S6 8 '� TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE o.s.e. zo CHED PER NAILING FOR REINF. INFO. �� _ SCALE: 3/4 -1-0' S3 SCALE: 3/4"=1'-0" S3 w Q SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION Q � SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE rM 1/2" FROM SLAB o � CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0� �_0�� J CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND Q DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND :.. • : .: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS /DRIVEWAY EXPANSION JOINT ^ A. d : 31/2" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS _€ �' GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS z r CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS = EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. _ TO FOUNDATION PAD r ^ :� ; :.; :. ' .. '. " STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' :.. Q. • _ •" . '' ;. ' ' _ _ PLATE TO CONCRETE ON FLOOR PLAN w _ SIZE VARIES PER PLAN M � GRADE (MIN SHEAR 180 � # MIN CONT BEAD SEALANT � w w/ MIN. (2) #5 VERTICALS 4.. — .. .. ; • e; I TENSION 120#) CONCRETE SLAB = E FILLED SOLID (SEE PLAN FOR r I. 4" _ m = 6 x 6 W1.4 x W1.4 `1 '" SIZE AND REINFORCEMENT ) UJI G7 • '.: I I •.: __ WWF OR FIBERMESH M L 9 a w w U • —_ I E — ° BRICK PAVERS or SLAB PER o L `n `L • • • • z • 1 I I ILI 11, I M 6 MIL VAPOR — 0'-0" FIN. FLR. COMMUNITY SPECS w SEE A/S3 OR J/S6 T SEE A/S3 OR J/S6 • —KWR I FOOTING J v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER BEYOND (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) �- :: ti .. r. ; • ,' ..' PAD REINFORCEMENT (SEE SCHEDULE) 3" MIN. CLEARANCE 1' 8" (2 STOR) V-8" (2 ST RY) „ ,� 4 4 �•y ••• `.° '. SEE FOUNDATION cork. PAD INFO. FOOTING WIDTH .•. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12NNN PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SCALE:3l4'= T-0 SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 13 �9 N 0 N Q o _ cm CL M C 3 C 4 O y •y � C'V .0 Q CV CU C,c Cr a 3 3 M `O ar m .o Q E o a Lj M N 0 N N C .y 1� 'fit `. .,. �,. .. _:.- �. •'`.;_. 10 To the best of the Engineer's knowledge, information and belief, the structure) plans and specificat ons 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. a E o g8 C'4 co 0 `' cc uJ t- r, T ," MM Q (h V % LL C LL J W � U. LL 55 a Z 0 (ac� a 4 W �m 0 - °o Z ILW °� m w � MZ a � j VZ N OU 0 N W ❑❑ Z N (o z Q J z Q � U 0 w s N c Y �N ® E m I _ £ - C) • m Ypp Q o w cMi z ` z a LL E i o '° a E ?® O C E O U U IU 01 01 Z O a� Cj>,�o _ m0 o� Zz Z 03 mg J NU m b ¢w z 0 o o 5 0 W f/� �„ �i az m w o yLL w< 25 ;o M H zla 00 3 00 �O = L6 0 a� 0 T co LOi CN .-. � N a L0 N Q (�j e CN m }� O LO � a-+ O � � m Lin L17 C) C14 E i N o Z 3 CN N IL E U Q p JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. S3 (MONO) L_ 1 Lll Cm Cr w x a N :v C N J C Q N 3 Q N N 0 E E s a 0 v 9 l N N S 0 CID N N 0 0 d z S (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" TT v SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK I- - ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. IN"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 INT EVERY OTHER «+ 7 , Fl�-SOUD W/ (3) Od NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 112" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 70OF 2x P.T. PLATE TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL TO DRAIN CL DOOR OPENING DOOR OPENING ❑ EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" 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 S4 SCALE: N.T.S. S4 KNOCK-0UT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 i _ •• .. �•'•�•�• -�lil !!III ■■ill NINE I_I_II 11 III III■■ ��IIII IIII� ■■I�� IN101to— 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. Q 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. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J T LU T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL K/S4 SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE ,— GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ° ° a ° a ° SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. Stl PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 31/2"- 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" --� O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN, CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET vvvn r nnvr� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 1 (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OO SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS 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 BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) 0/C FIELD ruj 2x TOP PLATE Cn 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ - CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" IL NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUDL MAIN SPAN 2x P.T. PLATE FEQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR A/F. STAGGERED FROM BOT. UPLIFT CONNECTOR SEE 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. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 48, SPLICE STAGGERED 10d @ 8" 0/C ATTACH ALL J �J EXTERIOR STUDS W/ IA16d TOENAILS T076P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 gP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 SP2 4 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SIMPSON SP1 RECESS SIMPSON 4PSON SP4 LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �-2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) I (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. & NUT OXIED A.T.R. I&NUT DXIED A.T.R. 1&NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W10 ) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A QTen(=0Pr) TRANSOM FRAMING 0 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 S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-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"x10" "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 K�� R REV. 06.24.22 SCALE: N.T.S. S4 N N co c Q! W ar, o = eo wN C 4. d N r0 O 3= � E r c 0,"''a 3 cc r c % b Q- u N 0 N N Jkielir• 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 W E a o8 CV Lo Q -- W S aA 2 A R;; LL 0 ej CM v � , Q C J U.w jwLL a Lu a _� R 0 0 •co nl G � W�M_ O Co 6 m w z , C, Z a K N OU Z W pp U' Z N z � Z n a $ a_ P M CD c/)CD a--+ fp W o A 0U O W 8 -Ln c N. Ln � cn U W J �- — E g i z� 2om Q Y A 04 o w M J o Z Z � a. o go < o 4 E U ww rz z® oa 9 M 16 oo z o E 11 �< 8= g1 wo W t _ 8 <= �� w ��xzo z J F� Qz �z $az zo WnI T O m K o0 N w = o<<;o Ja �0 c'> o O L6 pm It B M T LO Q N o � CN ~�--+ m 0 L , o `- LO U N Cal0 m N LO O LO 0 T � � T iW N o Z E Nca m a E a U ¢ p c JOB NO : 23-04652 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM10KTA W/ (4)1 /4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1 /4 x2 3/4' TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 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 SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL NOTES AND 45°t / 45° t 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) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 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)1 Od & FROM LEDGER TO SILL 1/2' CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING • 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALLBOARD 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" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD " � 2x4 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)1 Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1 Od & (2)1 Od (NOT REQ'D WHEN / TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING PLYWOOD OR 7/16° @ 48" O/C FOR THE // \ ,,,-1/2"CDX OSB SHEATHING ATTACHED FIRST (4) ROWS OF TRUSSES FROM EA. / \\ NAILS NAILS W/ 10d NAILS @ 6" O.C. EDGES \\ • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED \\ (2)16d NAILS \\ \ W/ (2)16d TOENAILS 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 FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. Sj 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR .- X-BRACING, AND TOP "' `' " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� � go SCHEDULE FOR 1112 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ ". (2)16d NAILS `° co go 2"x4" CROSS BRACE •2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF ti RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 -16d �j �j ► NAILS @ EA. END AT EA. TRUSS JOINT " 1�11 2x4 PANEL BLOCKING 3 2 x4 LAMINATIONS 1 ROWLAMINATIONSW/ R (2) 2 x 4 LAMINATIONS W/ (1) ROW () () (3) 2 x 6 (2) ROWS OF @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS • ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL DQ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 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/ NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB J 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 2"x8" "L" 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. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xi 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" 4zSEE PLAN FOR TITEN TO CMU CONNECTION 2x4'T' ON TOP OF PANEL WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION WITH �2� 12dOTOENAILSCKING / LOCEXT. BOdx3'K@ 4" O/C (2) NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g _ SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. ���5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_'N� SCALE: N.T.S. S5 vvry r . u�nnnv�a GABLE END BRACING DETAIL 12" SH SCHEDULE TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S, S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z W `.BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD END JACK 1 V-0" MAX. Uj_ C7 a �9 c4- CORNERJACK Y U Ci W z 0 U , HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. L L19k q �I1le� IIION No o11110 o ON NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 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 rL AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N tq a i_ cm ci a o R�C-4 o y -m C14 Q 2 N cc dated do CC d a eM 0 N N t. �1•�J • - Q o i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s s gnature and seal. 0 E FA45 �_ 0 co o, W W:l a NOv �LL d � J m u- LL W LL LL a ,Q V Z J W —vim a sX � m � o W0) Z TO. m CO � Mz d ZN OU v W pp z co z � 8 z Q V) N z0� o LL +-+ C" (� , .. L c U 0 W g Ln c U c Q w �0 `8 Cn o Cn_ 032 w a I.L m ZO >N �n E 0U oa UO oQ z��&� C C F�F� 5a 08QW 8o OLL z magi J ¢b MZ $ 3 0< go W8- o LL �� � w =k w o wa GIs ;o mj v zla a o 3 C O 0 0 Z 0 a� rn ca m W L r N ��\ Y / a 0 N I— ICU : J Y O LL. N U 0) m N O �LO— Q ( r ai C`V o M 3 i N 14T Z z E N B is m E D °' _ a U _j Q p JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. S5 Oft 10 2 a N Cr ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 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/ 10d 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 151000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM 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 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c d •... ° 6x6 W1.4xW1.4 _ a WWF OR FIBERMESH °° :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 - (RSHJ - 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 F- PLYWOOD SHEATHING Hil NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 Cn 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 W LAYER 1/8" THICK. U_W — INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT �] PAPER FOR �I MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M cn LU 4"x4" INSPECTION PORT AT a. EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE eo 1, STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2nd FLO BEAWGI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *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)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING WEEP SCREED c z '- r PLAN J; INSTALLED PER MANUF. 2'x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1Odxl 1/2" 0/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 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 TRUS' FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. 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 WEEP SCREED u = INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" B.U.C. (8)10d NAILS TO STUD PER STRAP s 15OS OSB EXPOSURE1 TxT SHEATHING X PROVIDE BLOCKING AS REQUIRED PER I D II o SECTION X-X IF Lu NOT FULL HEIGHT SHEET C I II F z Z (F:FLOOR SYST M (2)- 2x TOP PLATE BEYOND I T EXPOSUREI F SHEATHINHINLu SHEATHING G W 2 SOLID 2x O C II II II I) BLOCKINGCALL 0 C SHEATHING O EDGES (SEE III OPENING SECTION X- a cwi I C xqE �w 111 x 2x STUDS Lu III III II II II BEYOND. SEE PLAN ❑ III JL III-11 \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAr I rr r-%1AT1^A1 nrAnnA•. B 3/8" „S" = NAIL 318" S6 SPACING S 3/4" S 1/2" 7� 1/2" S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 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. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-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 it d . ° ° * °. d°. ,- I I rl I ICI I I (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X sr��N 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 x" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT - F PENETRATE SURFACE MORE THANYa". N i ® 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 Z LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" D.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. ❑ w/ 8d COMMON NAIL a w LL � O � PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER @ y r O 6 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 4 trr-000) a) RO � m LL' z t- p OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W 0 MEMBER IF GABLE END rn " NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 • 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". 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 (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 O'1iA R 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 �— ° �\ d ' °• M -III—III—I I I_I I ° • . °,•;. I�IIIII�IIIIIIIII , � � ; ° (3) # 5 REBAR ON 3" CHAIR 4 ;Frr II •. --8I I —I W/3" MIN. CLEARANCE ALTERNATE FOOTING I© �►1�� HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END V4 1 2) 1 2 (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 9'-16' 1 (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 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)1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. CO FINISH GRADE _ s r @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. ci C C O y w > W w �' a\ o CO V C"! coy 'O X ro c a y -0 N s Q -- N m a.c m •� c CD c c C= ca . ¢ W ua a) a' CD= a a N Ga � E ep 0 p'- u 0 M N 0 N N O •I`:'. "'.. * ';1' '� 1, *.�`•,C ti0 r'� -a " �' � � •` —.; •� .� ; if . `` 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. tll Q of N ch N 0 (A t'gtirA M My " LL C J W U_ a �Q 13 Z 0 J W c� o a W coN_m ��pj m W Z IL IL w c; toN d Z N OU U R z N t+) z � z o Q — a V I N o .2 lL � } W A " A U O w g Nco C N �N=y v W J o an E 2 8 � � U • N 41 o M Jz w Z M J z ¢ � SS Q � ri a zo >o 0 E u W°® i ❑a H C o 20 00 � W zS< ZaE HcoaZ '13 ¢z ma I Z 3 ¢w a Z z n 3 g nw W �LL � � w � IIII � o w >0 ° _� ` c C .0 O L O a� rn �o C9 n^'` i T N �"• Q Cr o o N m I— LO4-.+ 4-1 O LL N 0) '� `co N m Lo O 0 04 T Q T o z N Eca C C 0 a J Q O JOB NO : 23-04652 SCALE : AS NOTED SHEET NO. S6 (MONO) _.1 11. l _ I L _ _ _ ._ _ _ _1_ ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING JOIST STRINGER MUST MAKE F CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH / STRINGER—�1 I 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO 1 I1 F 2x8 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING 8 SYP D 2x4 PT NOTC INTO STRINGER 16- D 2x8 BLOCKING FOR STRAP 2x8 SYP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE- " = T-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. 2x8 SYP rA ALIGN THIS STUD WITH �( FACE OF 2ND RISER 2x SYP CUT TO FIT \ BEARS IN WALL I ------2x12 SYPB Lj BEARS IN WALL' —2x6 SYP / \ / 2x4 SYP BLOCKING / 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 1Od x 1 1/2" SECTION VIEW "A STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 3/4" RISER CUT TO FIT rSTRINGER MAINTAIN BETWEEN-" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD j STOP / 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / 77 I I —2x4 BLOCKING FOR 2x12 / I x4 PT UNDER 2x12 �,% ' 1 \ JMOISTUREPATTACH ALL COMPOF STAIR TO CONC.\2 t" TAPCONS @ MA` ---ATTACH ALL COMPONENTS 1x4 GLUED AND/ OF STAIR TO CONC. W/4" X NAILED TO STRINGER / 2 4" TAPCONS @ MAX. 32" O.C. \ SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 6'e G. ,- TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER / \ \ 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x SYP CUT TO FIT / STRINGERS G BEARS IN WALL 2x12 SYP BEAR I IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 I 2x4 PT UNDER 2x12 OR LSC EACH STRINGER — 2x6 SYP / \ _ / 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND / 2x4 PT NOTCHED INTO STRINGER\ (SIMPSON14)1Od x 1 1/2 MTS12 w/ NAILED TO SUPPORT NAILS) f AND NAILED TO FLOOR WITH GLU W/ SIMPSON H3 AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" /" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL s-- 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" NGER SLUED NAILED C0 \ ---- _ ---- / SECTION VIEW "E" SCALE: 1" = V-0" SECTION VIEW "C" SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN. TO BOTTOM / GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACTOR I/ 1 -(2) LAYERt' EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST "X16" LVL FROM JOIST TO JOIST. USE OR 1 ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" BLOCKING SCALE: V = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES IBEVE ...DRYWALL JOINT 16" LVL (DRYWALL TO T ON COVER JOISTS) SECTION D—D GLUED H AND NAILED T 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" LVL NAILED MATCH NOSING ON OTHER TREADS 2-2x3/4 PLYWOOD 1 3/4 PLYWOOD SYP B 2X STRING R 2X BLOCKING 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK ON DECK BEAM BEARING SIMPSON MTS 2 w/ / MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H (14) 10d x 1 1/2--- NILS AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED 2x4 SYP BLOCKING x8 SYP GLUED 2x8 IN WALL BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO FOR STRAP / AND NAILED TO SYPp OR 2X BLOC�ING / FRAMING (SIMPSON MTS12 w/ FRAMING GLUE `` (14) 10d x 1 1/2" RI NAILED STRINGER S* 2x4 DRAFT 2x12 NAILS) / 2x4 DRAFT AND VARIES / STOP TREAD STOP TO 2x12 TREAD GLUED FRAMI GLUED AND AND NAILE SECTION VIEW "H" NAILED 2x4 BLOCKING SCALE: 1" = V-0" 2x 2x DRAFTS P DRAFTS P 2x4 PT NOTCHED INTO id 2X4 PT NOTCHED INTO x8 SYP DRYWALL STOP MUST 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERSNOT TOUCH STRINGER AND TAPCONED STRINGER AND TAPCONED STRINGERS NOTE: 2x8 / x/GLUED AND NAILED TO STRINGER INTO FLOOR WITH GLU INTO FLOOR WITH GLU DRYWALL STOP AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACT \ NOT SHOWN SECTION VIEW POINTS _ 1x4 GLUED AND NAILED TO STRINGER POINTS ,,FOR DRYWALL SPACING / F E FOR DRYWALL SPACING SCALE:" = 1'-0" H \ _ � / SECTION VIEW E SECTION VIEW STAIR CONSTRUCTION DETAILS H SCALE: 4" = 1'-0" _ SCALE: 4" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED N N C !� o � W c mar a- .y l0 C ar 3 °! ar Y d CL' c 'm c m u . a 3 � .� •°i � emu c �- U, ca 9OC•� }, = is a� a Cl) 0 N N 0 >r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W vE tl0f rn'n4. a v) M v °' u0 - �tLLL a Z -v a _ - 0 tr. W 0 �NCD o J LLr°q Z N M Z Z OU 0 U) W 00 U R M z N Q z � tTXj z � � a N 12 N z 9 Cz � U o W V U- U � a O W g ('1 c y � ~ V U w � 0 toQ o M J�Z w Z M ¢ Q G CO E o Zg 14 E o oLL Z® F— 16 �o U uo _ CD U F U Q z CO,� �d z w z U.')Z M az .0 mo Z (y m J y0 <� > z EZ g o- gz a W �w o J Z w C9 r �o IIIIIIIII� d �d ZIa U 3 y O Ln Q m m T co � N Ln lo-. Q o CrU J N Q" U) C ~ to L sn O LL N � CIO N m E c T N Z l0 Z E NCn C a E JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. ST 1 11 1 li I 1 _ _ __ r .- "I'l- n— ^ 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( � UNACCEPTABLE INSTALLTION � DOOR JAMB REFER ( P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. $ ♦♦ DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C., APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 � 1 X 4 1x4 P.T. r ♦ ♦ #5 REBAR (TYP,) � 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2( BOTTOM PLATE W/ 8d @ 4" r 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"0 � L FURRING `' (2) ROWS 3/16" x 3-1/2" TAPCONS #5 REBAR ♦ I ♦♦ AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON 16" O.C. & 4"LL,2X8 TAPCON. INTO STAGGERED @ 16" (Typ) ,4* 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING �� O.C. 2-ROWS INTO �� 1 DETAIL 2 EDGE DIST. ATTACH ♦ 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2f' DETAIL 1x8 wl (2) ROWS 8d NAILS �� 3 DETAIL ,� b I D 0°HOOK (TYP.) STD. 90" ♦♦ —/ ♦ @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) ♦ BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT E7L]IL METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL L DL NOTE: APPROVAL FOR CONN. 1x4 EACH END W/ MIN. TO PRODUCT Lill LAP SHEATHING TO DOOR JAMB (REFER/::7/ TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" , ♦ ♦ BOTTOM OF BAND JOIST TYPICAL x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" a O.C. & 4" FROM EACH 1x4 ; TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING,, 4' FROM EACH END w/ 2x8 P.T. I to +2 NOTCH'B @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. ATTACH SECOND PLY w/ MIN. 2" EDGE DIST. 2x8 to ♦ w/ (4)1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D (2) ROWS 10dx3" STAGGERED@12"O.C. ♦ ♦ NOTCH WEB AT THE ♦♦ INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 3-1/4" DETAIL ±5A FIRST 2 COURSES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC 4— FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 #FOR 2 STRAPS 1st 4 ES EMBEDMENT INTO BILK.) 1/4 MAX 2'-0" 8" SFILL OLID W/GROUT n 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SEE NOTE 1 BELOW a 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d ; 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2x SUB FASCIA ' 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE �--- ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4 TRIM PAINTED " CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. ," � •� SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4} 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL I SS NAIL w/ 5/16" HEAD F CHANNEL, ( DIA. @ 24" O.C. OVERRAN ` .•:;. ...,, :. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. FASTENED PER NOTE 2 BELOW—L—�L- CONT VENTED OR SOLID SOFFIT INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4 MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4"TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3!4" - NO REPAIR REO'D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL J MIN. 4" EMBEDMENT AT 16" O.C. LISTED IN THE DESIGN CRITERIA ON SHEET SIN. SCALE: N.T.S. i2 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1'-011 5'-O" SS JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLANF 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND WISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED PATTERN L SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @EACH GROOVE �: ► • yD B_B EMBEDMENT INTO ) PER NAILING SCHEDULE ALL ► • ! /4" MAX 2-0' 8° STRUCTURAL SOFFIT • #5 BAR '; ► j�° a• ► D ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5 12d NAILS SIMPSON S F01 ►.. ' '► IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS ► • o • KNOCKOUT / N 8d NAILS ,1 REV. 09.23.2021 > 1 -4 ,INSTALL MID SPAN BLOCKING PER ► � .� • 8d NAILS @ 8" O.C. AT BUCK THE SOFFIT FL PA INSTALLATION CRITERIA .p • CHAIR BLOCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* , MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) •°. :' ► SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 • CLEAN FILL • 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. � 2 X 4 #2 SYP SCAB TO SIDE OF .► DIRT TO BE INSTALLED '-0"MAX E N TRUSS AS SHOWN FOR O.H. UP TO 2-6 2'-6" 2X OBE * � •FSOTANDARD 4 BUILT UP PLWD. BUCK - NNNOTE: DOUBLE 2x4 SCAB FOR T-6" TO 4'-0" O.H. Ry'q •.. HOOK iv SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + + 4FNGT (2)10d NAILS @ 8" O.C. N li #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'/z" WOOD + + TO TRUSS TOP CHORD FILLED CELL • �� 1� ' �'' • �� • ' ' �� ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY + + INSTALL WDW, SCREW ----------- CREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL _j GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING Sk THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + ANCHOR INTO ARCH BLKG. rK HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL DESIGNED ONLY FOR THE SECTION @ENTRY (01 BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP . SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR ��� CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SEE LINTEL EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D ) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL41��PERANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ ROOF EXTENSIONrm z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'_01, SCALE: 3/4" =1'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER SS � FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ W NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. O v SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° X ► �� ul A v a. REINFORCING AS FOLLOWS: SEALANT FLOOR PLAN FOR 1/2 NAILS TO STUDS & (1) - MORE INFO � a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO 0r : * NOT FURROW. " a g 5/8 DIA. ALL THREAD ROD g #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. ;'; `:' :;: • r:;` <;:; ::': MIN. LAP SPLICE W/ > ' EPDXIED w/ SIMPSON "SET" .}. v z EXISTING FOOTING G (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL R REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & Cn LO FILLED CELL SMOOTH. DO NO FURROW. ." ; ' ;:';`:r'":'::' `, ;';: .....:. ° ► ° 3 MIN. EDGE DISTANCE cf DRILL 3/4"4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT `.•';,'' ' GRADE o. . o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP C G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: iv ° p " 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. $C TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1 " MIN. -STORY) (3) #5 REBAR. (2-STORY) 16( Y) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0° RETROFIT FOR MISSING �'� FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" O CD C W '5 o ca a r- o W 6.., M � m K W . N C 'O N O Q w N •� 3 as a � as �a Z 45dd-d o Cn Q. a C RJ � d u CM N O N CO N 0 V � r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rn W 4 vE NS 0 M C 0 a; 70 _N 04 A "! J di Q 0 0 CNj 0 2 LL N s J C U_ 52 W J LL LL D -vim a Sc Z egg 0 1 W r°n � 4j m uj Z IL L0 00 M Ci a Z QZ cvLL 66 goo W 00 C z z C� z � � Q N 13 U) z C� o +-1 Cf, (p Cn Cn a U 0 W s V) �N c f— N 8 Q S� o 0, z W Z a U_ i.L ZO g >N d E U wO z Z® oa _ ra �E o , Uo �< Z ra ¢� o W= � nru <i azw mo Z $ gLL GO `jam za N W W m j yZ 3 o w yo v z1w. a 3 a0 = O rn o c� r— CU N V) � o o N V) 0 J N }, O Lfi � }+ O LL N ° M m N O LO r CD Q CD a' C 4 c z z E N N E a 0 _j ¢ o JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. SS I I I I CROSS BRACING DETAIL (TYP.)r1 SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB--�o 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH v ITI M 1.4 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - DIRECTION TYP. —\ � AA CHORD AT ALL HAND FRAMED AREAS TYP. I -----/-WOOD TRUSS -/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B wl #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE T C PORCH SILL 15 SCALE: N.T.S. AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX, w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED �W/ (1) #5 EACH STEP 2'; w 4" Z c~n PORCH SLAB SEE a N FOUNDATION PLAN W (2) #5's CONT. T&B U) z w/ #3 STIRRUPS AT �t z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 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 ES HIP G.T STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE WOOD WALL-\ WOOD POST. SEE FLR OR TRUSS. 2X4 CONT. W/ (2) PLAN FOR SIZE & BASE SEE PLAN 16d COMMONS CONNECTION SEE NAILS EACH PLAN STUD TYP. T&B EXTEND TRUSS OR SLAB 1 1/2" ROOF SYSTEM 4„ (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" bu PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" GRADE S H EAR TRAN S F E R - _ • r EXTERIOR. WALL r7 SCALE: N.T.S. (2) 12D NAILS -i' AT 12" O.C. MAX 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ HIP/RIDGE BLOCKING DETAIL ENTRY PORCH SILL EACH TOENAIL AND SHEATHING 2 14 TSTUDS EACH TRUSS TO ATTACHROOF ATTACHED PER NAILING NAILING NAILER w/ (3) 10d SCHEDULE SCALE: N.T.S. SCALE: N.T.S. SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ WOOD OR MASONRY ABOVE IF 2x DOUBLE LEDGER, FRAMING PLAN MASONRY PIER SEE FLOOR PLAN ATTACH FIRST PLY FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO w/ (4) 16d NAILS TO EA. INTEGRATE MASONRY ABOVE MASONRY BE CHAIR BLOCKS. END OF TRUSS THEN KNEEWALL INTO CMU BASE OR PIER SEE FLOOR ENTIRE BASE TO ATTACH SECOND PLY w/ MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN BE FILLED SOLID (3) ROWS OF 16d NAILS AT 24" O.C. REQUIRED INFO • 1 1 MASONRY KNEE WALL MAX 3 = • COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR SIMPSON LUS26 w/ (8) 10d • I 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. NAILS OR IF 2 PLY TRUSS z REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 1 1 SIMPSON LUS26-2 w/ (8) 16d SEE FLOOR FRAMING PLAN 0 1 I MAX 3 SOLID, SEE ELEV. I I #5 REBAR CONT. NAILS TO LEDGER AND J/S6 FOR MORE INFO. Q w 1 i L - - _ . .COURSE - - - FOR BASE SIZE @ SLAB LEVEL 2X #2 SYP CONT. LEDGER VERIFY WITH PLAN FOR ION AND DIRECTION w I I 1 f t (3) #5's EA. WAY I I EXTEND SLAB 4 16d NAILS ATTACH NAILS () (IF PATRALLE SEE 2/D2 FOR I I 1 1/2" BEYOND INTO END OF EACH FLOOR BLOCKING INFO) w I BLOCK FACE TRUSS, 24" O.C. MAX. AT EACH 1 I I - - — '� _ SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) 1 I - v EXTEND SLAB 1 1/2" SECTION AT LOW ROOF 9 P I SLAB PORCH SLAB SEE SCALE: 1/2" = 1'-0" FOUNDATION PLAN r LEVEL GRADE SEE CUT (2) #5's CONT. T&B w/, z CONTRACTOR TO INSTALL SECTION FOR #3 STIRRUPS AT 4'41 T MIN 3" x 3" WEEP HOLE MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 11-411 TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN COMMON TRUSS W/ INTERIOR BRG. ENTRY PORCH SILL 16 SEE PLAN FOR CONNECTIONS INFO. SCALE: N.T.S. SIMPSON LSTA18 _ _ _ _ _ _ w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) I SEE PLAN CENTERED AT I I 16d INTO HEADER & (6) FOR CANT. SPLIT TO TIE BEAMS TOGETHER I I 10d INTO BEAM - SEE ROOF PLAN FOR MORE I I INFO I I SEE FLOOR PLAN FOR I I I I I COLUMN SIZE & BASE I I —7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I 1 REQ'D ONLY WHEN FOR COLUMN SIZE - - - - � INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE - - - - - SEE FLOOR PLAN FOR - - - - — SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO OPTION C SCHEDULE/PLANM COMMON BM. TO POST ATTACHMENT A EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. BM. SPLICE OVER CENTER OF POST 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR - COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR rhh TOP OF9EAM I _J SEE PLAN FOR CANT. IF INDICATED CORNER L�SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE Y2" CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS - 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ %" EPDXY ANCHOR OR J-BOLT OR Y TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT d e T a' e MAIN HOUSE SLAB (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE MONO o - o O m� .I.W 0 ci a o C] i! N C Cco ka N -p C t d N 3 = m Y W e aC2wQ � u . a u m � E c. Lj CM N O N N lo •,•�,� `•'� is rr 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 Cade - Residential 7th Edition. Engineer's signature and seal is onty for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 >_ a o co O Y cc N � M rj � 0 N Ov 2ss2 ik � Q mLLu- LL W LL S a 5 _ w Z crn a _ 9 y F o W > N tp 0 mw 2 &0 z M IL W 05 'n N IZ O U ca.> vvi W El� '� 27 N z m z � z o v V) Z v U U- � 11J � o W � 0 Ill $ V) N Ul � flu U RIM = i - �0 I � Y o f z w M _ o Z LL z N ¢o Q ETL o U �° Fz _® oa ra $ 00 R. oQ Z CO ro 6Z wZ C .¢ mo Oz Z' Z J .o ¢w 8 Q z z 5° y 0$ oy a = ( z ¢ i r = <y �� v ON a ot 3 00 = Ln 0 c� � r CID C%4 =$ N LO o Cr o N W m . ,j IUD Ln CV) O CNI LO O LO ai ' N V_� o Z m z E N m a 0 _j Q o � JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. D1 L_R_ - _L_ _ ' rl ! I I I I I ----------------------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SEE Q/S4 FOR JAMB STUD REQ'D TYP-7 v=31CM-1 SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN ' SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. (2) 2x HEADER SEE PLAN A 2 x 4 #2 SPF STUDS AT 16" O,C. U.N.O. 2 x 4 #2 SPF STUDS I ICI (2) 2x HEADER IkCG AT 16" O.C. U.N.O. `VJ'-'��� -i� Waa 11. ire g" SEE FOUND. PLAN FOR FTG. REQ. OSIMPSON SP2 w/ (12) 10d NAILS O SIMPSON LSTA24 w/(18) 10d NAILS x 4 SPF @) SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. OSIMPSON SP1 w/ (10) 10d NAILS OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / � JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS OINTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE tj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. t 'PL FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL OA BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE QA 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) -10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. 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 SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR ,, (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. ria 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 LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO, OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS A (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] rj_o� SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL — (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER CUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR COL. SIZE 1 NAILING AREA (TYP.) (2) SIMPSON MST37 I STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER 1 1 (BLOCK SOLID) SEE PLAN FOR 1 I COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. aC� GIRDER 7 SCALE: N.T.S. 2x4 STUDS PER PLAN (1) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6 10d x 1 1/2" 10d NAILS BENT OVER TOP ( ) PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER ,� (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT A OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END OF INSTALLED AT EA. END HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 80-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR /*"' SCALE: N.T.S. DOUBLE 2x4 TOP PLATE 2 WS 10d @ . 3 T��B%TOA TOP SPLICE N, PROVIDE 2x4 ON , TOP OF 2x8 TO ' BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 2x8 TOP STUDS PLATE 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL 11 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT; I I DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B \ (2) 2 x #2 SYP U.N.O. 2xCONT. T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. 1 BOX HEADER (2) 2x TOP PLATE (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) A. '-ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR r8 SCALE: N.T.S. i)�� N O w a� o = C..)� -� m k C 6L H d tv4 'a N JC y Q w N go m o. as 3 3 C � 0- U a CM 0 N CD CV > ii':ik : r•:'�y} �r•f • F.L. 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 v EE Q N o O p N O/ ado = c� r C N't # L Q = J U_ W .w mLLLL C Z Ica' CS W �co m w 5 C'4 IL LL Z � MZ d � zN OU W ❑❑ Cm M Z N M z 0 z <c _ U) N Z v 11 C/J c4 m � U OLU 0 N c Y �V) CO w � r-- — E s a �' U o • N o W CAM M zQ O s� Q 1�1 o z o -1z .o Z® E U o° wz oa I--- t0 0 o Z pro �0°a <=wZ d =Y C Qo m� 11 p¢ Z 7 c—o IU N° ZF <z 3 �w o� z go W (/) O o 9 Wg �o a z =~ N � r- am J Z 0 0 M w w 0. a 0 =O = o O Lid 0 m m 0 CU :3 N o LO a 07 o .6 N CL rn V / m 4- o '^ �i � 4-1 O � r Ln M O CIO 04 LOo0 o LO ci m CO N T w o Z z E N to = l6 E ?3 U J a J Q 0 JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ''-' MASONRY WINDOW BUCK , • 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 0605 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 ^' ^ 1 14 WEATHER JE BARRIER & (ARILY SECURE WEATHER RESISITIVE BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHING 3 SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING I (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER S'S SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 � 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK ZBELOW UBLE ST SINGLE BEAM JOIST SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions 1'4' PER PLAN Refer to the number marked as in each detail that corresponds to the V-0" PER PLAN fl numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU SLOPE 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) ° 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts d 5. Remove all release paper per standard installation instructions and d o adhere to substrate using a square piece of flashing material (6" x 6" ° Minimum) SLOPED MUD BED EIA° 6. Fold as shown by arrows 8 d 7. Angle of corner may vary, adjust folding of the flashing accordingly to a fit tight to corner d VINYL SHOWER PAN ° 8. Mechanically fasten as necessary ` °° SLOPE a ° ° d n G SHOWER SEAT SHEATHING \J O 1 r\ SELF -ADHERED FLASHING 3" MIN-� Q W a SELF -ADHERED FLASHING OUTSIDE CORNER m m WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. LL A 0 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 suBFLooR17other 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 A] 1 T. FINISH SILU 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, CEM MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE EASE PAPER TO EXPOSE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB&HEAD FLASHING R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 77FLASHING, SEE SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ��. (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTENDAMINIMUM6" READ ESIVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 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 flutters. SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 1 2 4 5 CONTINUOUS BACKER ROD & SEALANT A a FOUNDATION WEEP SCREED rSTRIP OF SAF F DRAINAGE PLANE WR13 BOND BREAK WRB LSF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER �3-1/2" INCH FLANGE LTHIS 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 STRUCTURAL FRAMING II h STRUCTURAL SHEATHING I STRIP OF SAF r --- -- I, DRAINAGE PLANE WRB I I it I I BOND BREAK WRB I it I Ii I SF LATH i Ii I I I ER STOP NUOUS BACKER ROD LANT 4TITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster .-.-........ �•• •�•< • Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 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 ASTMC 1063 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 i\ . M311- c -o LL' O ;3- ti to tj M amp N O T d Cco al M s co •y c c � � w � 3 3 m 0 N G = E o a tj C'M O CV co 0 4 .4 i _ri e 41440'u�'��4 To the best of the Engineer's knowledge, infonnation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W C E a M 8 o W M Ov ac m J a JLL� LL a 13m c Z_0 i' 0 la CV W0�O'a' m w Z CO N e J N ��Z n o0 0 Z W O❑ Z N m o $ z � z o Q J _ a � N - z CAN w M O wC) s N Of �N F-- CO U w W Q Y N 4 14 o<w MG OZ Q J o zWQl UJ>ZZ z C7 � W X 0o 0z Z a0 <Z � O az _� L V7 Qp z ¢�z Y W2 O Y Z j C a i �x Z 1> Z 0 E a W m w so Nw J Fw 0 ao ° o O A/ Ln 0co a� L T CN �. � N o Ln CT Y o N U) m ~ LO ILL O Ic N ca N m 0) 0LO T Q � T Z (O N d- o Z E y N m tl E °? U Q 0 c .� JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. WP1 HUKR/C,QME Mounting Brackets (10 Gauges +V2' x 4-112' x 2-12w f� back Cross Support (May be cut to W) See Anchor Schedule / IF Right Bracket (16 Gauge) 112" Dia. A325 (Typ.) #14Self-Drilling $Crew$ i arise • A/C unlit Bottom Edge Hurricane Strap (Typical; 3 in front) Washers Front Cross Support Sdi-Locking Nuts (May be cut to W) Left Bracket(16Gauge)g14SelfDrllinyScrews ThruBrackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) St -fie uutathbun extaL.r)10. etc iletev,ciai hind, rich Humus' .oar 8ra4r- Raieall Seal Dnkw� available upon Eutaw (a■�dMiemal fill! wig appiF) seat Sim! Ytulml ! Amnmrbn 2024 Smart Vent ProdWs, Im. car"Mr. Soudval Components Aa1CMegoM• Produces Introducedore a Rerun of New Tedhn-avy Compliance Method Eve4a5m Report tom a Florida RegahredArddect or a Licensed Florida Professional Engineer ANA Product Model ramose tar win. 1 SnhafrVarit Mods: C540 510 2 S-dV.M MW#1540-511 3 Or artWlt Modal #1540-520 4 SmatVie1l Model 91540,521 5 9nartvent Model a1540.524 6 Smartverm Model 01540570 . arn.Avad Model a1546574 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Jrntlr or Contact enran■xa Uoseep Yaadelal IN Michael Graham H-.F. Naeo P.E Locke Borden P.E. (B77)441-8368 PS73778 (334)3OD-1800 into@smautw ot., Product Desuetude, Dual FuncBm Flood end Ventiall- Vent Duet Functlm Flood end VenMation Vent h:U ated Flood Vart in Ift ed Flood Vent 16&wd; Grage Dear Flood Vent Wood Well Insulated Flood Vent 14.5&qud: Garage Odor Flood Vent Pear 1 of, I2ns2021 Ice 291 Date P■twno Do validated L@miIls9 FOCAmr9lal AggrWard am 12mu= 12/1S202o 1228/2020 Approved duMmv Assurance S Approved for Use 1, HVHZ Approval for Use gublid, HIM kwm Statism Deskin P,-, ..QMt 12'312023 Yes Yes NIA .1001t 00 12A12023 Yes Yea NJA *10011DO 12A12023 Yes Yes NIA .100E DO 1=112023 Yes Yes NA .1001100 121312a13 Yes Yes NJA WA 12/31/2023 Yin Yes NIA .10011DO 12J31/2023 Yea Yes NIA WA Florida Department of Business & Professional RegWatlon Pape 1 an Building Codes and Standards wvm21 Product Approval Application Detail • A x"�i�. � _s'fi .5: -'- �me' � . p�j. �r�1f. FTI.:' ��"'- axe r y _ GB9i L0f'-sr 20 BYL Bah, pendirto 20 zm vers.- tlaW?e'iWser. QRDW �=eh' M Valawad as Validated DAMJM FBg� C A -Eh al dp sonRe dsim 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Pried Locke Bowden P.E. 0en02020 0a10a2020 awo2020 1oil 3=20 Apprised Category: Roofing i5021303-1511 PE-74021 (3341300-1800 SuloCanegory: Metal licking nex hu-t.Cd nat.- Canpaance Method: Ehaat"Ek" Report from a g Florida Ri steared Archaed or a Llcenmd Florid. Prdkesslona Engineer EVSIZGM41A Frog-ts OudtvAtwtrme Aadroyadfor Use Approved for List Impact t)8Mm >E Prodsr Moor. am" or acme Product inscription Contract axdralese Dr■ In HV& outsi HVHZ tiffilMMlt Pressure 1 Oraxel Motel Roolhg Systems DIAL 1DONS; OMC lopes, DMC 1155, DMC 2005, 12/312025 YB No NIA .OA180 DMC SV Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.p2_ . $ ... .- _ �. _._- -- __.. .. ._ ..�" ?++sal *�L'=5�'�sa�a`� aa�`�' '.''•+5��'�zs� f- a SnOte or JSft go ore Pram au BM 'hasicin JIB $wanted Erpahoor&Ueaxa xtkuatllar validated somm FMCAdaeval Agaslad JaMtd. Rvdslon am Thermo-Tru Corporation $ieve Jaspersm Lyn don F. Sktmldt P. E. Ryan J. 09M. P. E. owl UN21 12/11MM 04r=021 06JM021 Apprised Catspay: ExWOr Doors r800)843-7528 PE-43409 la13)787_6d55 31ubCategory: Drhgng Extent Door Assemblies sJuper mnlSMermarm.c compliance Method: Evaluation Report Vent a om Florida RegisteredArchitector a Licensed Florida Professional Engineer f. 0twiltyAssursance A ...dforUse Anr)rdvad ter use larosi! gam( $sat $4$6Lbeacridid. Si r. ID.t m SbiWd, t>mi assistant 1 1 a. Thsrme-Tru Fleer-Clasrcend Sooerffief Nominal O&M:88quotlmpaa8gaa: 00agre 12(J12028 No Y. Yee WA Composite Edge Fiberglass Single Door (In"mo'Oumwhp: X cmfiwration) 2 b. Therms-T Flber-Cassicend SirooM-Star Nunkral 8aa39;e&ga?,Imp-taqud; Opaque 12/31202a No Ya Yes WA Composite Edge Fibera- Show Door wit di Snwe Onwrng/Ourtswinp: XO. OX or OXO configurations) 3 t. Therma-Tru Aber -Classic and amoom-Star Nominal 6&M39:e &puotimpad8qua; Opaque 12/3VM6 No Yes Yea WA Composite Edge Fiberglass Double Door with or wlMat 6drtes taswhyWlswing; XX or OXXO configurations) 4 d. Thema.Tru Abm-Classic and Smoot -Star NaNnr 8811039;0 aqua :kTped&Wot; Opaque 1213112026 No Yes Yes WA Composite Edge Fibegass Singe Does thewlnwCutawing: X canrguratl.) 5 e. Thenna.Tm Rber-Cas.b and smodh-Star Nominal 8841039;0 argrd;knpact&gaot Opaque 12/312026 No YM Yes WA Composite Edge Fiberglass Single Does with Sdrb(e) 11roainglOu -ing: XO, OX a OXO cmflgurrldn.l 6 f Themhe-Tin Fbrn(7asskena Smoot -Star Nominal 88M39011,qud:hpaa&wok Opaque 12/312026 No Yea Yea WA Canoodle Ellee Fiberglass Double Door slit a wke it adeltes (imadn(rOu wEng; XX or OXXO cmfigumicn.) 7 g. Themes -Tin MbaLa.Yc entl Smgnt-Star Nominal Sea K A acpcAAnpEd&qua Oaeed I W3120M Me Yes Yes WA Composite Gotta Fiberglass Single Door (InwwnyUnprinp: x emloure&Xa) a h. Theme -Tin Fiber-Cl ..1. End S-M-Sir Nominal &8a3B'A &4ma:tnped&qudt Gazed 121J12028 No Yes Yes WA Convolute Edge Fiber" Sing. Door with Blmaq.) IlroWrglJut.Wno: xO. Oxa OXO configurations) 9 I. Therrna4w Fiber-Cdasek end Smcc "ar Nominal 68M39:6 "dt;hhpaa" Glazed 12312026 No Yes Yes WA Composite Edge Fiberglass Double Door with a within Sdrtas fl-AnW'OUtswing: XX or OXXO cmfgurrlme 10 1 Tnem,e-Tru Fiber-Gesslc and Srtpdh-Star NcrNnr &&e39A&qud3rWdBgJot Gazed 120120211 No Yes YM WA Corpoe to Edge Fiberglass 81n0e Floor (Insetng/0utswirg: x conlgura9on) 11 k. Therma-Tru Row-C essio and Smooth -Sher Nr.dnr a&a39p&wd:Ir pEct&wra Gland 1M12026 No Yes Yes WA Cmrloelte Edge Fiberglass Singe Dods with Stlelaes) ilmvlrpqutsMnp; XO. OX or OXO =figlratims) 12 I. Ther a-Tru Fiber-U.samc and SnpdhStar Normal 0"0 &qudi;hlpect" Glazed 12/312M fie Yes Yin WA Composite Edge Fiberglass Doubts Doorwl n a without Sdeltss (nwwnlyOuterng: XXOr OXXO configurations) 13 m. Themna-Tin Flber.CYeasic and $nadh-3e Nmenr EMMA &wd:hpeQ&wnt Gazed 12r312028 No Yea Yes WA Mdded OP. Composts Edo. Fiberglass Single Dom ihsvrhgCut tong: X configuration) 14 n. Therms Tru Fibw-CasSiC End Smog h-Star Nmtmr 68039;8 &wa:►rpallawot Gkf.ed 12A12026 M. Yes Yea WA Molded Open C-POW. ". Fiberglass Single Door with Glued Muscled Open 8ldelta(a) (herngPohd9wing; XO.OX or OXO.magurations) 15 a Therma-Tm Fiber -Classic ad Smoot -Star Nominal e&MM:9 aglmat;k,pedagya; Glazed 17J312026 No Yea YES WA Abided Op. Compoeih Fig. Fibegass Double OW With eswtbat dazed Molded Open S'dMYaa (InSWngioutewup; XX or OXXO configurations) 16 P. Therm -Tin Fiber-Oa.shc End Smooth -Star Nominal 6&039:B 8.ggd:9rpeet&wet Opaque 121312M No Yes Yes WA Composite Edge Flbaglase Singe Door Wh Molded Open Stainers) (lnvAno/outson0: NO. Ox or OxO-U.11aa) 17 q.Themre-Tin Fiber-Caswc no Smooth -Star Nominal 6039 A&gld;Ipad&wuk Opaque 1WIrI026 No Yes Yes WA Clxrpetta Edge Flbeoiaas Double Dos with a without Gazed Mdded Open Sales (InWng/OUlswup: XX a OXXO =flgurabws) Florida Department of Business & Professional Regulation Page 1 orl Building Codes and Standards ,ua4021 Product Approval Application Detail �.�- • - � � ,.� '� � ' ..,sue=�-��>� _ � � 5� � � �ay',,�,` �-- _ ^ <�ta�f�� , -�'fe�-''; -. _ .._ _ .- 'r.*,m- •z`s- s. `� r� �`�-t .. . -.. ��3 :: ���-_»,.�r � .c�' - •sue# cm Andry or RM 9111 Ore Pontine 20 LM Vermont migildKIM Jo FgMoaas. Mcu ESCA-sill huaLug Rew.W 2o2o PGT IndrsVbt Jig, Rotowski Mama -Dade SCCO -CER &9and-Dade I1Cco-VAL 17/19=0 lor2sr 20 1124202a APpraad CEK.gory: fi-Iter Doors (941) 486-0100 (740) 315-250o Subcategory: &ling Exterior Dar Assembles rosax.a(gp9thdurMao Compile-NWad: Certification Mena Latin can call Pli I4Q3 Products dhulty Assurarea Anorevalforlike Amraxert for Use Imgod 2t" mod! Met Mode, rarhbrm or. NaProduct Describe- Contrri Ehmlratim Doh Ii, _Z OutsideaVN2 Raslal a lar."' s 9 800-5570 (Large Mash Impact) Vinyl Siding Gass Door OY/42021 Yes Yes Y. WA 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 Ma nufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-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 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1124 (16X7) FL8248e11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8t2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25I2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof} POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL215803 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TiLES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 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 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 Ni 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 It 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NiA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite, 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe 1 .13 1251XI22 slim J;pnteg )a 20 DoMPwdina )� jig Vision Manufacturer conwErlaineer & lJeense validated av validated Submitted FBC Approval Aporovind AMA Revision 2020 Therms-Tru Corporation Steve Jaeperson Lyndon F. Schmidt, RF Ryan J. King, P.E. 0712_'i= 07/1212020 071291202D 101132020 Approved Category. @dww Doors (80C) 843-7628 PE-43409 (813) 767.8555 Subcategory: Swinging Exuanor Door Assemblies fiJaspersonathematru.co Compliance Method: Evaluation Report from a m Florida Reglatered Architects or. Licensed Florida PLl7De70•H3 Professional Engineer Preducn It: Product Medal. Number or Name Product Description DUaMv Aaauranee Contract EXrrlra6on Date AgMgn WUse 622MAN In HVH2 RLUKUWE Outside HVrsZ R si siou p re 1 a. Themx-Tnu Fiber-Cleseio and Smooth -Star Nominal n1&M3g,8 &quo;Impaot" Opaque 12/3112022 Yes Yes Yee WA Composite Edge Fiberglass Single Door (Inta ig/O.t.W.g; X confgureton) 2 b. Therms-Tru Flbar-Classic, and Smooth -Star Nominal 8&4%,,8 Bquot.IrnpaU" Opaque 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidalte(s) OrrawinglOutswina )(0. OX or OXO CoMlgurBtone) 3 o. Therma-Tru Fibar-Classic and Smooth -Star Nominal 8&N3g;8 8a)uot;lmpact" Opaque 1213112022 Yes Yes Yes WA Composite Edge Fiberglas Darble Door with off without Sdelues (bhemlig/Ouhwing; XX or OXXO contlgurstons) 4 d. Tflerrita-Tw Flber•Claaaic and Smooth -Star Nominal 8&'MU Scluctlmpact" Opaque I21312022 Yea Yes Yes WA Composite Edge Fibeglass Single Door Onswing/Cutawirm; X configuration) 5 e. Tr, m Tru Fiber-Cia■aic and Smooth -Star Nomin.1 ii&439;0 Bquotlmpact&quat Opaque 12nI20'22 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidelte(a) OnevAnWutsamng; XO, OX or OXO configurations) 6 f. Therma-Tin Fiber -Classic and Smooch -Star Nomh■18&Es3RD &qucitlmpact&quo; Opaque 120112022 Yes Yes Yea WA Composite Edge Froargess Double Door wth or without Sidelites (Irsuving/Outavirg: XX or OXXO configurations) 7 g. Therma.Tnl Fiber-Clasab and Smooth -Star Nominal B&fgB,8 eiquctlmpoct&quo; Glazed 12f3l2022 Yes. YES Yes WA Composite Edge Fiberglass Single Door limnae nglOulewing; X configuration) 8 h.Theme-Tnr Fiber -Classic and Snrooth-Star Nominal 08M3,8&,quotlmpact8hquot Glazed 12I31P= Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidelte(s) (IrmwinglOutirmng; XO, OX or OXO configurations) 0 i. Thermals-Tru Fiber-Chassic and Smooth -Star Nominal 88M 11 ":lmpact" Glazed 121312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Skialth s QraWng/Outswhag; XX of OXXO configurations) 10 J, Therms-Tru Flber.Ch"c and Smooth -Star Nominal 8&M*0 8quo;lmpactliat Glazed 12/31J2022 Yea Yes, Yes WA Composite Edge Fiberglass Single Door (Insvong/Oulswing; X configuration) 11 k. Therms-Tru Fber.Classic and SmpothSOar Nominal8&M3B;0&quo;lmpoct" Glazed lWlam Yes Yea Yes WA Composite Edge Fiberglass Single Door wail Sidette(s) Orawing10u1sWng; XO, OX or OXO configuration.) 12 1, Theme-Tru Fiber -Classic and Smotth-Sw Nominal 8&M36,0 aquotimpact&quak Glazed 12131r= Yes Yes Yes WA Composite Edge Fiberglass Double Door veil or without Sdalties (InernmalOunWrlg; XX or OXXO configurations) 13 m. Therms-Tru Fiber -Classic and Snooth--Star Nominal8&M3g; 88glrcd;lmpact" Opaque Imi2m Yes Yea Yea WA Composite Edge Fiberglass Single Door wth &quctNoo-lmpact" Sldelite(s) (Inw,irglOularm"g; XO, OX or OXO configurations) 14 n.Thetas-TN Fiber-Clasck and Smooth -Star Nominal B8M a te"lmped&quct Opaque 12131fE122 Ve. Yes Yes WA Composite Edge Fiberglass Double Door with &41ud;Norrhrpact" SMdelites(Inswing/Oruswing; OXXO configuration) 15 o. Thermal-Tru Fiber -Classic and Smopi n-afar Nominal 8&MD Bquohlmpact&quog Opaque I V312022 Ye. Yea Yes WA Composite Edge Fiberglas Single DoorWth "NorHlmpaol" sidelits(s) Qna nirg/Outswing; XO, OX or OXO collgurations) 16 p. Therm-Tru Fiber-Clossc end Smooth -Star Nominal WM,08quot;lmpaet&qu4 Opaque IZ31207d Yes Yes Yes WA Composite Edge Fiberglass Double Corr wth &quo;NorFtmpard" Sldelftes (InsmsglOutsWrig; OXXO configuration) 17 q. Therms-Tru Fiber-Ce.Elc and Smooth -Star Nominal 884113g.8 &quo1;Non-Impxl&gmk Opaque 12131)= Yes Yes No WA Composite Edge Fiberglas Single Doer OnawrglOutswing; X configuration) 18 r. Therme-Tru Fiber -Classic and Smooth -Star Nominal 0&4f39:8 SquotNon-I mpact8quot= Opaque 12131/2D2.2 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelte(s) QnswinglOuterm1% XO, OX a OXO configurations) 19 aThema-Tru Fiber -Classic and Smooth -Stair Nominal 6&M39;88quotLNon-ImpacMquct Opaque 12/31P2022 Yes Yes No WA Composite Edge Fiberglas Double Door Win or without Satellite; (IrsoMng/Outivvi g; XX or OXXO configurations) 20 ;Therms-Tru Fiber-S2assic and Smooth -Star NominaI 8&M .0 &quctNon-ImPsd quet Opaque 1 V31r2022 yes Yes No WA Composite Edge Fiberglas Single Door (insw(ng/Out-ig; X configuration) 21 u. Theme -Tin Fiber -Classic and Srrooth-Star Nominal 8&M3f3D &quo;Non-impsct&quct Opaque 12t3l r= Yes Yes No WA Composite Edge Fiberglass Single Door with $detts(s) (InswingfOutsw rig: XO, OX a OXO comlaur&tonal 22 v. Thermo-Tru Fiber -Classic and SmoglMSbr Nominal &M 8:3g;0 &orh quotN-Irmpad" Opaque 1r= 2/31 Yes Yes No WA Composite Edge Fiberglass Double Door Wth or without SM■lites Onsving/Outtomng: XXm OXXO cofnfgurations) 23 w Tlerme-Tn i Fiber -Classic and Smooth -Star Nominal 88.MJ9;814quotNon-Irrpad" Glared 12131J.2frY.! Yes Yas No WA Composite Edge Fiberglass Single Door Qmomnigloutewolg; Xoorufipurabon) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal SU39:8 &hquotNon-Inpad&quo; Glazed 12r31/2072 Yea Yea No WA Composite Edge Fibetghse Single Door with adel be(e) or:= /OuILaWrg; xO. OXa Oxo configurations) 25 y. Themes-Tru Fiber-Osslc and Smooth -Star Nominal WA39;8"Non-Inp2ct" Glazers 12f31J2022 Yes Yes No WA Composite Edge Fiberglass Double Door with or Wthout SidelM[es (Iraving'Oubwing; XX a OXXO configurations) 26 z. Theme-Tru Fibar.Oassle and Smoolth Star Nominal 881139;0 "Non-i paG&quat Glued 12131/2M Yes Yes No WA Composite Edge Fiberglass Single Door (Inawiroculawng; Xconfiguration) 27 za. Themr-Tru Fiber -Classic and Smooth -Star Nominal 8&M39;08quothlon- ImpactAquot Glazed 12/31r2022 Yee Yes No WA Composite Edge Fiberglass Single Door with Sdelte(s) Qnswirg/Outswing; XO, OXa OXO configurations) 28 zb. Therma-Tru Fber-Classic and Srloolh-Star Nominal S&VJD;0 "Nen-InhpautBquo; Glazed 12r3lr4= Yes Yes No WA Composts Edge Flbaglass Double Odor Wth or Without SMelites (lnawriing/GutsMng; )Xa OXXO wnfgunrtona) Florida Deportment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pass 1 of 2 1512021 9.M enters 211fit 291 twplandria lit Itaa Ynslort mailditiam QM= EOsnans Lana, VAt4dW.k xdgdm Submitted LwL m ku A9Yg7ad Ran R' 2020 MI Wodors and Doors gram Stinger Lots Roberto Lwa. Stew» M Urlch. PE 10g82020 100W= 1(1/192020 121152070 Approved Casgay: Extoller Done 1717)365-3300 PE112514 f71T)317-6454 "Category: Siding Exterior Doer Asseirpaes bsiahgerllIm".com Compliance Method EvaluaBm Repot tom a Flodds Registered Architect we UcmaeJ Florida Professional Engineer aed P PraluclMoir. aumbrawm■ Product D eorkdo Cawla Assurance Arermillor Uss Auer■vad In hW Outakle for lltn IIVM2 Imp" poo1w ResResistant Pressure 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12A12024 No Yea No WA 145-3/48quotX80&qud: NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420ALUMINUMSOD OX.XO.XX 12012024 No Yes No WA 96&qudp808wdt NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM BGD REINFDRCED DXD 1203MO24 No Yee No WA 145.3/4&qu`*x9Waa; 4 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. 17J312024 No Yes No WA XO. XX 9B&qud766": 5 SERIES 420 ALUMINUM SGO REINFORCm SER1E9420ALUMINUa18GDREINFORCEDXXX 12012024 No Yin No WA u3aghrd:xe6&aa: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PPr PP Far I bf2 119=1 GM 900.2E 2" 2" 292 1yg Y!Wffi Illianufacturar Satao Baser & Ueeae yatdMal a vt J 9 f Approved age RVASon 2020 Wayne -Damn, a division orCNehead Door D.. "s Kxaah John E. Scales Jellr"R Amason. P.E. 10112J2020 0gram20 lorm020 12h6J2020 AW0,04 Capooetlon (330)763.8121 PE-51737 (W4)821-5200 Category. Extaler Doors dkomish@wayne-dancin.c ecbCahgary: Sectional Exterior Door Assemblies om Compliance MdkW: Evaluation Report from a FIC449 Registered Architect or a Udansed Florida P11Bt49-ItID Picreaskinal Engineer hotluaY $ay;) Product Modal. Manbr or wins $gdict,(escriman 9YtloLAaMmra contract Excitation AggglaYSgcWa One 111 Approved for Use MVNZ prtlda HVNZ IEatlB Rtdsmtg� Dow 3 41DOW101Y8200P1105 S&a3S: Max width. 14M139: Max height. Gazing 12rJlr"3 No. Yea Yes .31.00135.00 svelable In top or Intermediate section. to NOMIDOM20961123 18&439: Met width. 148039.Max height. Gating 1=12023 No Yes Yea .30.00/-33.50 svelable in top or 10"Imadire section. 11 8000/B100N2DO 01124 1864*9Maxwidth. 1,609, Max height. Gluing 12/312023 No Yes Yes .34.40/-38.30 "liable In to or Intermediate sadlon. Florida Department of Business & Professional Regulation Building Cafes Arid Standards Product Approval Applieatlon Detail - pow I al IJY2021 w 9&9e angry or BYE AMR Ili m pmldm am ]ypa yarsipg Illairarrachmor come Endrrra Licarsa validated s validated Stibrilitted J SCACCmBl hulmm Ban REEMil on 2020 Cones CiVMMM ofAADO. Ira. Tom Retry UL LLC Troy enhop, P.E. 12na2020 1210120a1 1221/2020 App -cl Cxepay: Exams Doors 16VN 494-2813 (954)947-OB60 "Categery: Exterior OW Components tan.raneygesmeblol.co CorplWtte Method: Celb6ca6on hark a Lallng m FLi'115a7• ■ Product, Q,d tv Assurance Apgg_aved forUsn Aeoroval for Use Impact OWN) 3aad wudud Maras. Mumbar r versa Product .Dgs=inf on SmYfffi.E In MVKE Outside HIM HaMsliol Fare- 1 Mr, 707, 727, 747, 757. 777. and 847 Single and Peas of Rush. Gassed, and Louvered sIngeend pal. or 12/312025 Yes Y. Yes WA Done INJ IM metal coots. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap d2 s nx1 Code ea a nr. one Data P.nam Dot. mm V,,,I- SAWdIGh= rd" Validated W Ysiilm filligailigg FBC Approver Aggroaffi R"'. 2020 MI Widows and Doors start Stinger Amerldan Architectural Seven M. Urk h. PE I V17r2020 11M72020 11272020 Approved category: IMndows (717)3805.330g Menufoctars Assodethan (117)317-8454 &ubCabli anye Hung baMnperartswd.00m Compiler" Method: CentMcdon Mark or tiring Approval is Liss fa Lis t(t4L woducr Modal. Number or forams 9vmin„AaMaao� Cemlrs Emlralan Dore Am(oval agaVrt },� in HVHZ Oharde HVHZ Jassistant ! . 2 185 SH 52x72 FInJFlango Frame IGISG Single Hung I DIN 023 No Yes NO •60w Lemhati d GI.. ^tea W N Cn U L 00 . � CU U -0 10 1..^1.. Cn C) `v O cu VJ O C Q O 0 0 U 0^`` ."n -0 cn W O Q F- CIO b a:0 ._ 600 Cl) Q Q Z Z W J cm - m x N O i Vf N !V c O Q N Y 3 Gk rut rL..r C gy tit i � � u 3 as d O ! T N fl-,a �E 40 g, u O cn E -4-a-all :3 CIO ICU > O L > CL �I U O L W CC W Q O L i.i..l Q W Z Z a J SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Pop.6 at Florida Dapartmert of Business & Professional Regulation Page+ d1 Building Codes and Standards 1252022 Building codes and Standards 1FPC 7i Product Approval Application DartaO Product Approval Application Deng . -. Cotle .. _... .. .. _ Entity 4L _. _ - W - 2WIt Date Pendim 2111 I= Srarsion Manufacturer cordmet PminewiLicense Validated av validated Submitted FRCApproval overfffid. statla d� rear all adds AdLetwim aft Revision 21320 Thorsen-Tru Corporation Steve Jaeperaan Lyndon F.Schmidt, P. E, Ryan J. King RE: 1010712021 0e118J2021 lom32021 12J15f2021 Approved Mail Yvon gunLmwtww Contact green A Llaeme vwmatd lw yNidatRy $Ib0kttd PSC AMIoned Apggyed Rum Category: EKtarior Doors (800)8437628 PE-43409 (813)787-6555 ABemdim 2020 PGT lndusales Jane Rowwdi Merr&Dde BCCO-CER M.mI-Dade BCCC-VAL 11105/2D20 11M60120 i1n12020 Approved Subcategory: SWnginoExterior Door Aaembliess ejaspereae®thermatru.co Cdaoany:utnorrxs. (941)48&0100 (786):315-26so Compllall Method: Evaluation Reportirom a in Subcategory' angle Hung lrosoa'sNQpptlndlWlaaO Florida Registered Architect or a Licensed Florida Cmrvilcsea andh d: Connotadm Mare a tiding am mp�l4%7 Prolessional Engineer - FLe gaa#ffir+rodnuds, - F, Products� daily Assurance Aprrosed for Use Approvied 1pr Use IM= Design tape Product Model Number r Nano PLedUCt DMWMDtIMI CoraraN Eminllon Data Ammatl for ilea Amrp,tl f"dies In INVI1i Wddi NVXi tinged. Qandpg try Pressure 8-0 Product Model. Number or Name Productoesgriptfon Contract Expiration Date in HVMR outside HVHZ Resistant Pressure 2 SH55M (Large Needs Impact) Vinyl angle Hung Wrni- (IM20 o25 Yas veer Yes NM 1 a Themb-Tru Ricer -Classic and Smooth -Star Nominal 85#39;8 fiquotNon-Irrpactfiquot Opaque 12131/202i No Yes No WA Composite Edge Fiberglass Single Door (Inaw i gtQuewing: X configuration) 2 It. Thermo-Tru Fber-Claspk and Smooth -Star Nominal 8&MS AquakNon-I npaet" Opaque 12)3/12022 No Yes No WA Composite Edge Fiberglass Single Door with Sidelite(s) QnrsvtinglOvtewing; XO, OX or OXO configurations) 3 a Thermo Tru Flow.Classic and Srrootn-Q2r Nominal 68A13g;S SquatNon-I rrlpactaquof; Opaque 12/3112022 No Yes NO NJA Fiberglass Composite Edge Double Door cram a without Sakilitee (Inwome Outa ing: XX or O= configurations) 4 d. Therms-Tru Fiber -Classic and Smooth -Star Nominal 7d,#?,9,0 8quckNon-irrpaNBrquot Opaque 12/3112022 No Yes No WA Composite Edge Fiberglass Single Door (Inswing/Outwdng; X configuration) 5 a Thermil Fiber -Classic and Smooth -Star Nominal 78#39;88oiucCNon-ImpeadAquat Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Single Door with SfddWS) answ&nglOutswlrg; XO, OX or OXO configurations) 8 1. ThemaTru Fiber -Classic and Stincl6th-Star Nominal 6&#M908,quotNon-Impscdiqua; Opaque 121S1f2022 No Yes No NIA Florida Departmertt of Business & Professional Regulation Pagel d1 Composite Edge Fiberglass SingleDoorBuilding Codes and Standards 15=1 OnwYirlp+O.utswi g; X ocnggulation) 7 g, TNerrraTru Fiber•CNsssic and Snpoth-Sbr Nominal 8&#N;O"Noo-lmpeci8gcmt Opaque 1213IM22 Fib Yes No NIA Composite Edge RbergtapesSingle Door with Product Approval Application lication Detail Sidelhe(s) (InsWrottitt erring; XO, OX or OXO configurations) a h. Therrtla-Tip Fiber -Chic and Smooth -Star Nominal 88#39;0"Non-ImpscAquct Opaque 12131F= No Yes No NIA Composite Edge Fiberglass Double Door vMh or .._ without Sldellt s, (Insw+ng/Outsi mg; XX or O(XO Naaerwwnr contact Endium & Uterae Wklt d By Validated jigisaftj Fec Aagro-d i ofigurations) ]�$,Venturi 9 1. Thermil Fiber-Cbeso and Smooth -Star Nominal 68#39;88quotNon-Impatx&qucK Gazed 12)3112022 No Yale No NIA ABbnetkn 2D20 PGTlnarrk. Jan. Roaoankl Mena-Datle OCCb-CER Mfamr-Dade 13CCO-VAL 11105020 liCS 12o 1v11/2020 Approoed Comps Edge Fiberglass Sinop Door category. Yondwrs (941) 486-0100 (786) 315-2590 (It1sw(ngloutswhg; X configuration) Si pcategory: Rred lmsamsk illoondueleso 10 } Thermo -Ted FlbehClaes)c and Smooth -Star Numlhal.6g;88quotNon-Impact&quct. Glazed 1213112022 No Yes No NIA Ift"llance NdJ d: Caretallen Muk a Using cm Composite Edge Fiberglass Single Door oath :. Skfelae(s) (Inswrng/(hdawmg; XO. OX a OXO 11 itTherma-Tru Fber-Classic and Smoo(h-Star configurations) Nomaal 68#39;8 Squothlon-Impacacluot Glazed 12131 P2022 No Yes No NIA comes, A,- Automated l"Ilia Agar -ad for line tgla3pl .&afm.. Composite Edge Fberglaas Double Door math or $a>t!t Pr�Ipg_Yodd. lAabrrrsnee in HVHZ E Reswant vn••".x without Sidellies (Inswing/OutaMrg; XX or OXXO 5 PNF5520 fL.arpe MkaN Impact) SAN %ed Wrd- 04/362025 Y. Yea Yes NIA mnagurations) 12 LTherma-Tru Fiber-Gaeaic and Smooth -Star Nomnal 708quothlon-lmpad8quot Glazed 1213112022 No Yw No NIA Composite Edge Rbetrglsas3inos Door or swinglOulmhg; X configuration) 13 m. Thetmse-Tru Fiber -classic and Smooth -Star Nominal 7c0&qu.tNorr-Impad&gwb Gazed 12)31/2D2'2 No Yes No NIA Composite Edge Frberglaes Single Dwrt4dh Sidelde(s) (Imemr lOutewing; XO, OX a OXO configurations) 14 n. Themla-Tru FI6enCNsak and Smooth-Ssr Nominal 9&039;0 "Non-ImpactliquM; Glazed 12,316022 No Yea No NIA Composite Edge Fiberglaw Single Door (inaainglOutswing; X.emtiguntlon) 15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&g39;0"hdon-Impct tIl Glazed 1201rem No Yea No NIA Composite Edge Fiberglass Single Door veto lUaa Yaoim) kumedu- RW.W 2020 MI Wlndoas and Doors C teoay: Whitson; "Cateoprl Horizontal all Complies Seined Complication Mark or Lisbg "ffMldia rkaaurs AMA Fndu 3 Mood. ramhr r mm 1 He 146 Mn end Flange Frame raft I= V-1- Re4aion 2112a NI Wlndave end Da"9 cetegesy: whdsxro labce.w, r. Mtams Complksraa kWort EYaluabon Report tan a Fl.16 Registered Architect r. Licensed Florkin Prohesion l Entill Redud like".N.mbar W Name 2 5784 Floride Deportment of Business & Professional Regulation Building Codes and Standard Product Approval Application Detail Pope t sit UU2021 Entire )fill 2" 2'atPt c1w an Contact End-,ALonow, kmtmbwaw 1WI"ti faEm= FSCAmnwl A22Mnd a" Brent Shirger Amedcan Archesoual Steven M Urch. PE 1afflor (1 10062020 iwis 020 Approad (71701153300 Menu+aclurens Assmkbm (71T)317-8454 bapnge'@cuwd.o"n - Qudltr Assuralee Ayerovedfor Use Approved for Use 1moa42 DOOM P1a0ML DLgUoglmkdWLUR in+fvHz Daiel,.NVNZ Restated Prosmlx n.621neututed Glees 02/1B2024 No Yee No .551.55 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application. Detail Page d+ 16=1 EnIM r dell alit Date leaned, i ho contact Endrar& Larger Vargiad av VWkkd d Submitted faC.Amreyd AgBiJai AMR Brant Stinger Lute R L"mes, PE Steven M. UrIch. PE 10A0020 10wom iOMW2020 12n WA20 Approved (717)365-3300 PE-82514 (717)317-M64 bNalnparQmMd.Cem QuaspLA Abnwdfaruva Arearnmal fla U. In= Rim $9mNLDissolution In HVKZ QNIialoo H Kz fitalo 8 PCJt-- Vertical Aumhum Mulim 12P31)2024 N. Y. Yea WA 18 17 P. ThermsTru Fiber.Clamkrand Smooth -Star q. Therm t-Tm Fiber-Csssic and $mouth -Stier Sdelde(s) (Ine*n2/)utawin9; X0, OX or OXO configurations) Nominal 511,4139;0"Non•+mpactiquot Glazed Composite Edge Fiberglass Double Door with or without Sidelites (Inawting/Outse ing; XX or OXXO configurations) Nominal 88#U:8.8quotNon-ImpactSquot Opaque Compoeaa Edge Fiberglass Single Door wale 12131I= 1031 r2022 No No Yas Yes No No NIA NIA Florida Department of Business & Professional Re lotion gu Building Codes and standards Product Approval Application Detail Pop +dt ir&l.IR1 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pa9ezd2 106=1 -- - Transom(InsWig/Outauumg: Or% conigurabon) .. - - - - - -moil. .gilt <.. 18 r. Themla-Tru Fiber -Classic and Smooth -Stet Nornhal 8#3g. ve Opaque 12J311Z022 No Yes No NIA Em4r or 291.. 1Ug Sri Eno* or ?t! �:t li�g.Pffit� �g Spatial- Door Composite Edge Fhrglo1n Singleriorvatn mm Version ) 1 EndnerAucaeee )om. Mdg" g FBC Amravd A,,r,,,d StffiD. I1r1}6 Vaned- Nanaleturr £rffiKIydMrtl at 1lW1tla1W Stab ld FSC AmuYA1 Apg,(o,ag O/Ox or and Tnnaom (Ineaing10u1awfrng: OlXO; OIOX of OIOXO cenngutwWna) Re dim �20 James Fgrdie.euikAna Prodacts, Irta Chad Dlardck V, Mdnra Tom JOOn 8outllpM, P.E. 01/09f2021 12114I2020 g11882021 ding FBC Appn Radskn ZD20 Allid. Nick Thompson Lyndon F. 6dnmvl, P. E. Ryan J. King: P.E ON75/2a21 02n5,¢021 0am71021 040`13ri021 aooroed 19 A. Therme-Tru FberClawk, and Smooth -Star NominalOpaque 12/3172022 No Yes No WA CMagal Panel Wells (609) 545.8352 PE-81882 (352) 367-21526 C.I g.W Pend Wall. (330)92&2389 PE43409 t,e13) 7675555 Composite Edge Fiberglass Single Door with sheocatsaOM• adng chad:dkrduetglameeherd BubcdeR. r, SdMs athcmpam(itaWda.rxm Sidalde{s) (lnsvdnglOulswirg; XO, OX or OXO Compliance MWIOct Evaluation.- ation Report tom a a c"^PIlanGa Meatl: evaluation Report sn ae Continuous Headand Sill coiinguntiena) Flodda R�stered Archrival or a Licensed Florida FI dd. Ragistered Ardeaeet ore Licensed Flodda 20 t. Thoit-Tru Fiber-Cla"ic and Smo rtn-Shor m Nominal Wall iquet hlon-Inrad" Opaque 12/31/2022 No Yes No WA P.%.I ntl Engine. Professional Engineer Composite Edge Fiberglass Single Doawth ',ore Sidethe } 4nswiny0utewirg; X0. OX or OXO FLf134 leeadpcla.. - hsrs2t2#apntltwe+ Continuous Head act Sill configurations) Aumrawdfor Uae Acwovsd for Use legal p.ostel Array Aeaerapce A--W for use Approved far Use legal Diftles 21 u. Thermao-Tm Fiber -Classic and Smooth -Star Nominal S&M,81 liqucthlon-Impad" Glazed 12131/202'3 No Yes No WA atm Prodmtli*M. Nmba r aartts Product tenacious Contract Emilan Dame hLgVHZ ouuw Him Resistant Pressure 8440 Roder i Mod L to nbr or Wins PnAd decdpeon Cmuad Exdrrlon Oda In KVHi. dprri HVMi Rbw*.t Pr,�in- Composite E098 Fiberglass Single Door WM SldolWo) onsving/OWslWreg; XO, OX a OXO 1 C 0.4 Lop Sidng libr-cement i.q siding 12012= Y. Yes NIA WA 1 a 6quot=quot Sofa Vent or Sold Vbyl 80M 12131=3 pY Yes No WA Continuous head and Sill configurations) 2 HardePknk Lop Skiing Ilb -percent hip.king 12/31/1023 Yes Yes NIA WA 2 b. fiquatAbence T48quWaoiltt Vent or Sold Meryl Sala 1213112023 No Yss No WA 22 v.Therms-Tru Fber-Classic and Smooth -Star Nominal 884rGl" Non-lipadd8quot Glazed 12131/2022 No Yes No WA 3 c.&qud:Grenbrlarvisage Beeded&a99: SOMt Vent or Sold Vinyl Sri 1213IJ2023 No Yee No WA Composite Edge Fiberglass Single Door with 4 d &grrd;05&QUCt Sd6t Vent err §did Vm/1 Spin 12131=23 No Yas No WA Sidelke(s) gnswinglCiulloW g; XO, OX ar OXO 5 .. & d:Qh.W 0.kd'qu.1; Scott Vent or Sold Vinyl SoM 12131=23 ?do Yet; No NIA Continuous and 911 configurations) Head 8 f &qud:Sum Span&puot Sold Vent or Sod Vnyl S,Bd 12131=3 No Yes No WA 23 w.Themm-Tru Fiber -Classic and Smooth -Star NominigglIA 9;881cl Non-InpadBquot Opaque i213112032 No Yes No WA Composite Edge Fiberglass Door Panels with Vented Sidelies(s) On.rdngl0utiswyg; XK XXX or XXXX onfgurations) 24 X Therma-Tru Fiber -Classic and Smooth Star Nominal 88 ;08quotNon-Irrpstaquot Opaque 12131IM22 No Yes No WA Composite Edge Fiberglass Door Panes with Vented S clelime(s) 0 naW nglOuWwig; XX XXX a XXXX configuratic as) 25 y. Thermo Tru Flier-Clawleand Smooth-Elar Nominal 88dg;8 agrmt1don-Irtpaet" Glazed i213112022 No Yae No WA Composite Edge Fil erge6s Doer Panes with Vented 26 27 z Themes Tru Fiter-Classicand Smooth -Star za. Therms-Tru Fiber -Classic and Smoah-Star 5deiite(s) (Inswingroupowi g; XX )=r)=X configurations) Nomina188.#38:0&gwthlon-Impact" Glazed Composite Edge Fiberglass Door Ponies wlth Vented Sldeltz(A) (InsysnglOutawhg; XX, XXX aXXXX oonftgurations). Nominal d8wi 88gnwt Non-Irtpaotiquot Glazed 12131J2022 1213112022 No No Yes Yes No No WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page l all lnewi Flotilla Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pal di 18021 Composite Edge Fiberglass Single Door Huth 3'D Sidetihe(s) 0n*%0aeOutsMn9; XO, OX a OXO ..- _ _ - Vboo configurabons) ;2fft EMM" d8tt. fill Date Pontiac 2& Ss41 Enditua go 20 Pending �g 28 zo. Therms-Tru Fiber-Cfass(c and Smooth -Star Nomfna I68030;0 quotNon-Imped" Gazed 12J3112022 No Pere No WA IStgE Yarel- Manurenurx Contact EmfmrA Ucrae Vaddimed 13w j( Apt AggQnew( mina ygMor, maomtvjm QNLd E,,d-,&License, HIC nmreur g�gb, Composite Edge Fiberglass Double Door with Ravel. 2020 TAMKO Building Pr9ducls LLC KOM Ede Robert NfaNnen Joan W, Knelalbh, PE IW42020 OMW2020 i"Mo2a 12nsam Approvd R-W 211120 L.V. Thcerpsbrt. Inc, dote Thompson Architectural Tony Christman Zachary R. Priest Steven M Urich, PE 0GTI/2020 adtW020 DSJ2712020 17/152020 App-ned 38d39.0 6idelittee(Inswing/OubwArg; O)w cdegary; Rocang (417)824.6E44 PE-55168 (954)7724a4 Mehl CmpmY1TAMC0) (813)249-3456 F674021 r,717)3174454 29 zu. Thermal Fiber -Classic and Snpoth-Star confgunbon) Nominal 88d�;0 tquotNon-Incrad" Glazed I2J31/2022 No Ym No WA awcatepory: Undtlmynsras kem_eder�leNp.lxm Carew. Roping. that we an lonyagenebkodnm gm Composite Edge FiberglassSingle Door wkh sail Compliance .N&MOct EYoiwdm Report toms ntegrr w Mtha floatingnlea Sldelbe(s) (InewtnglOutawirg; XO, OX a OXO R.,ida Re{ jrend Architect ar. Ucrosed Floddo Compliance Madpd m Repot ns Pmhasimd Endne. FlorMa Rngisteroieer ra ua.,sed Fl huset d Floridaa 30 zd. Tterma-Tru Fiber -gassier and SmooUhSYar I :08quctNon-ImpwSquok Glazed 12/31i2022 No Yes No NIA Prdeaslonq Bxgher Edge Fiberglass Double Boor with Fidtl i Raduets..: 3&939;0 Sidelines (I nsvdngl0 itadng; OXXO Quaker Assurance AmrnwdT"Use, Amr.,ed (r Ilse ltoaad g PJ.lIBe1843 R'eguor 31 za. Tharmet-Tru Fiber -Classic and Smooth -Star Nomhai 78#99;0 aquothlon-Impaa", Shaker 12131=2 No Yes No NIA erne Product„tosecitufla, ran HVHZ outside RM ) jam, Quota, Assurance Aborwadfruss Alalroved to Use jn= 22ft Series Composite Edge Glazed FiberglassSinge 1 TAMKORcd Underfayrnwb(HVW) Rootummrlaymmt.f"UwhFSCHVf4Z oerMO23 Yes No NA WA S.o s. pmo,nt Made,r. n.apr roams � assistant @osaw. Door whin or without 184pQ2 Sdielkil )rasdcdana 1 TAMCO Rat TcpO#Podpe Vbw with aella for Tie 28 pa. stabsrogivah8aror wall battle om2028 Y" yes N/A WA (InoWnDOuraw lg; X, OX. XO or OXO configurations) 2 TAMKO Rod Underlaymem-M s (NONaR) Roodundedeym4nte for use FBC nip-HVW oem2Y_am No YN44 WA 2 TAMCO Gooseneck Vent 28 pa ollum 26 No Yes NIA -%52.5 1Wadcelans, 3 TAMC0 Off-Rkfge Rol Visit with Barb 20ga sbbc foofvemfRdor vAlt Integrated bate Pall6 m Yes Yes NIA WA 4 TAMCO Round Top O"Idoo Vad with Bate for nk 26 pa saflc roofvenbWor nth battle 09/082626 Yap Yes N/A WA Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FL#5259-R31 Cale Ently or RM =1 ire DAM Status J(K Version Manufacturer Contact 2110litr & Validated By Validated Submitted Pendting. ARDfoV@d Approved Revision 2020 POLYGLASS USA Maury,Alp(Nt, License John W 1012WO20 10)2212020 FBC 12/15/2020 Category: Roofing S954233133OSmaipert@polyglass.com RobertNlenlinen Knezervich, PE ARRLi1Mflt Subcategory: PE -Sal as (954) 772.6224 11/01/2020 Under ayments Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional FLN62SM31 Engineer Products Quality t 6QK2 kAhK&se In IM �Fl �O�w��d�for Use Wsklo mvmi g'm =�,. 81s8 GaaaD ur 2S Product Model. NUYbr. whams. Produc DespN an co s 1 Polyglass Roof Undedayments Rooingunderlayments 10/21J2022 No Yes WA +WAJ-622.5 1 Polyglass Roof Underloyments(HVHZ) Polyglass roof unclemaymeras for use in 1`801212312023 Yes No WA WA HVHZ jurisdkBaN. 2 Polyglass Roof Undedayments (non-HVHZ) Polyglass roof underuyments, for use In 12123/2023 No Yes WA +WA/-e22.G FBC non-HVHZ Jurisdictions. 1 Polyglass Roof Underlayments(HVHZ) Polyglass roof ulldenaynorlts for use in FaCIW23r2023 Yes No WA WA FIVHZ Jurisdictions. 2 Polyglass Roof Underlayments (n=-HVHZ) Poyglass roof undenati ments, for use In 17/2312023 No Yes WA +NIAI-622S F80 none HVHZ luHedkdiord. 1 sf in F 1 0l assRooi Underla ants .lass roof urderl ant a use 8C 2r23f2023 P 1Ti yip (HVHZ) PolY9 aye Yes No NIA WA HVHZ jurisdictions- 2 Polyglass Roof Undereymems(non-HVHZ) Polyalassroof undedarments,for use in 12123(2023 No Yes WA +WA1-822.5 FBC nonr•H VH2 J'urisdietpne. 1 Polyglass, Roof Underlayments (HVHZ) Polyglass roof unde:rlaymeras for use In FBC 12232023 Yes No WA NIA HVHZ jurisdidiow. 2 Polyglass Roof Underlayments(non-HVHZ) PttFllglaesroof urderlayments,lot use In 121232023 No Yes WA +NG41-622.5 FSCmpn-HVHZ jurisdictions. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detaf I Pepe z d2 30=3 - Saw or Rest au Date Pmdm T rM Version Manufacturer Contest Redeem A Uwrw VMdaw am, VWMened alienated PANIC Amr.vel rAD &eves RMspn 2020 MITek Inc. ENn Wait%. IOC Ev.1ue8m Stax4m, LLC ICC Evaluation 9.m1ke, DIAKM23 1212rV2022 01103rA23 Applpad cal. 9trcdraal Compete le 1952)698-8835 I.I.C. tubCalegary; Truss Pktaa .weldenQmii.eom (tan 599-sow compliance learned: EYduatlon Report tan a ProductEvaluation F-ntay rwZj dMM8RarWds $.iris, P.,_ Accounted far act Amrmmed for Maw lanew. Deal AMA Product MaMI aNaebr or Name lomedual thascriatiotaGbNrad Eemiralm bale In HM12 outside HVHZ assistant Promistuars 1 MIDAHS 18. ge, high strength truss connector pate 121312024 Yea. Yes MIA NIA 2 M 83HS 1a. ga. super high strength truss connector PW# 12J312024 Yes Yes NIA NIA 3 M11)8 16 ga. Puss -.ad. plot. 121310024 Yes Yes NIA WA 4 MTi8HS 18 ga high strengthcruse connector plate 1 W312024 Yes Yes N/A NIA 5 MT20HS 20 ga. high aaength truss connector Pete 121312024 Yes Yes NIA NIA 8 7118. M1718 18)w.ft. canned"plat" 121312024 Yes Y. NIA WA 1 1'L20, M720 20.9. tines =had" plot. 1 V312024 Yes Yes NIA WA Florida Department of Business & Professional Regulation peg.1 di Flodda Department of Business & Professional Regulation pegs 1 d5 Building Codes and stands de V742021 Building Codes and Standards In=1 Product Approval Application Detail Product Approval Application Detail gg.1111, btb an Intl Date. Pocono Do Mw 99& Emery ar 2" gala 29LEo ilm 299 jygg. Vanden g ErpNeer&Llereeyamdaedlh M Submitted FBCAmrmd Actual stabA]Ygs MSnwffi Manufacture Contact rmdneraLlceras VdiddedBy Validated automated FBCAmro,nd Apr wed >' Revision 2020 Lome- K.M. Joky Jena. L Buckner. P.E. $teven M. Urim, PE 1+23rm 112312020 11=020 ding FBC Amp ReMslon 2020 Bast Rremhg And- Red* 1APM0 Uniform Evelu.ian Gary W. Walker 1 i/03202a 11r0212020 1iffism20 Alooroued Cdapa r. Rooting (501) 9a3F163 PE-31242 (717) 317-8454 Coleslaw Roofing (801)380.6097 SeMames LLC. (205) 854-0160 SubCragoW. Roping hoessorMa then an on kidney@lonunco:com aubcatoou : Rooingmk. RdNnMWtaonMbrr.co Integral Pan ofthe Rooting System E"rplIancs Method: EYruaBan Report torn. m Compliance Method: BiWrdion Report Mom a. Product Evetudlon rAtay Florida RogidereclArdhfiecl ce a Lkxnsed Ftoflda Prdwsional Enoneer EUMZMLALagavi- 9NiM.AaMr,allft ADW*Mfaruee AmrewdINuse Im nwm Aw hwnws utom QUBftASBWUKDApore,ed torUse Aeprovedforlsa INWA Dworm 16 SaxmY-brake, Slate,Cmany Slate, SON old Er�fsh tPrahb Co 12131=0 No Yea N!A NIA AKE Ptakai Nx,dd Nnnbr err Nam.nuAllawaaa Crdrd Etuaraltin Me1, HVii OWa9do N1MZ 8ardgald EOiMrQ Thatch 8..p; kneed 1 tack-Ak" DA-4 or TRFdrifi Oodr-Air DA4 Low PrdU: Pdpropylane, Pledk, Rod Vent 12A82025 No Yee No -97.51-975 17 Saxamy 800-Sears. Snake imp: Split Shake Fiat Pi -Stockton. CA 12/312020 No Yea NIA WA Medeanialy.Aasohed s%yooad Doer. is Saxony OW -✓Male, Shako Kamp: SPIN Shake FigProse- Rise.:CA 12/31202D No Yes NIA N/A 1I GaxmY700-8kaks,Sde&sing; $ala drake Flat rhdlk-Serklm, CA 12/312020 No Yes NM WA s.-Yire-arek.,Slde&emP;Sotshake Fat Proms -RIa1o,CA 121311202D N, Yee WA N/A 27 To,. Espana lBarglma 1401 Beale -Katy, TX 12131=0 No Yea NIA WA 26 mile Low From. - Katy. TX 12/31=0 No Yea NIA WA Florida Department of Business 8 Professional Regulation Pros i of 1 Flodda Depertridi t of Business & Professional Regulation Pace d+ Building Codes and Standards IrSM22 Building Codes and Standard 1n0021 Product Approval Application Detail Product Approval Application Detall Entity or 210 M Diu Pondirw 20 Salt Easy or 20 20 Dale Proem no T- Version Manufacturer Contact Emlow&Lfceam Validated By Validated Submitted FOC Approval Approved atatu err jy@ Vend- MM>iftommer Contest Enchreter A, Licames. ymW,$ ya"lo Alliggliul Fac Aprn,rd A-,d pf�M Reuieion 2020 All American Shutters laud Glass Mice Barbieri Frank L. Sermonic, P.E Troy Badhcp, P.E 1012872020 10115r2020 1IM20M 121152 I) Approved Resieion 2D20 Alone Stuart L.wi. ICC Evi luetlm S-I .. LLC Witten M. Rmt.H. PE 10312020 1022JX)20 11,052020 1fA5202D Approved Category. Stutters (%1) 712.9882 PE4)046549 (254) 947-0 50 Cateepoer. structural Components (321)710.3377 (4071681-1917 Subcategory, Storm Panels mikebQlallamerk:anshtMe Su iategoy: fie. Rates 0-I.Qa1pinaft- Comolloned, Method; Eval tartan Report Boma scam Campliance, Maths& Evdu.tan Report tan. Fiords Regsered Archaect or a Licensed Florida Prpact E,,eluebm Entity Professional Engineer - funrean PfditUttYB .. DuallyA.wan" Aw,,,d fr Uw Aawrovedfrp.. MnoW I� Qualt y Amunnce tl mrUse augalaAprroved for Use Igor( Losing. !j1)1l¢ r rve Ptoduet Model. Number New cost&" EeMsnlaboa m .tmdi drlaltian( emMlrl 519..9_ Product Model, NWnberwNow. Product Description compact EKoimis-Des In HVHZ ouuwo HVI4Z Resound Prmsun + ITW BCG/AWne Higher Strength iH&: 8) Metal Cwnector Plate 1?/312024 Y. Yes N/A NIA 1 24ga Galvanized Steel Storm Panes 24go Galvanized Steed Storm Panels 12131ri022 Yes Yes Yes WA 2 rM SCOANO eHil Plate Metal ComeedorPiet. 12/312024 Yes Yes NIA NIA 3 ITW BCGa Ww Truly Metal Corrector Plate 12/312024 Yes Yea NIA NIA 4 ITW BCG/AWrd Wave Metal Connect" Fate 1V31/2024 Yw Y. NA WA Florida Department of Business &Professional Regulation Pagel all Florida Department of Business& Professional Regulation Building Codes and Standards 6114I2021 Building Codes and Standards Product Approval Application Detail Product Approval Application Detail S49n - -.. - I"IV or.. _ _ _. an - RU EMIN .. Dale Mdm- Do - - mu Manage Maw lactu a catast fuainv€iltmu Validated ee Ire idelm J Aagmtlg Review 2020 Weyama.usar Rob Seldom ICC Evakation Service, LLC In Lehrer, P.E. 02p22021 101132020 D2111312021 Aplydued Wtegay: Shuattird Components (253)e24-6478 (608)83D3288 Bd t.t.gury; Engineered Lumber Rphert.Bebah@hveyerh. Complptes11dhod: E uaBan Report spina eesercmh Product Evoluedm Envy t AN A.b11 akmraia 9NOILAa.Eilrac3 Accro l814L1se AMFWW for Use IM20 dint imt Product Mend. NarJerrihms Product bacriodon In.a out" HVHZ Assistant 9seagta 1 Mkrolkm LVL LerraA4d Verner Lumbar 03512023 No Yore NM WA 2 Persians PSL Parallel Grand Lurlbef 031312023 No Yes WA WA 3 71mber9trend LSL Laminated Saw d Lumber 031312023 No Yes WA N/A 4 TJ Rim Baird 9rud.al Composite Lumber or Criehted Strand 0313120M No Yes WA N/A board RM Bard 5 Weyam...ar Rim Bean Orlatcl Strand San Rim Board 01312023 No Yes WA WA 5944 Er&v nor ]Yea VSM4y1 Iflormullsediffart 22d d ample ri u-, AMnndkn 2020 Alpha Numhum, Inc. Jae pave Luis R. Lomas category: Panel Wails (407INS-2008 PE-62514 aubCa esni: SMns slphaalivNntannc®yaho Compliance Method: Esduedm Report tam 0.- Fl"ide RegktaeadArchrect or a U-sed Florida Pmfe eslmel Enpiner alaaW.RLAM fmasLatimam 1 Alpha NuMmer, Said &anlp:Vereed Aluminum GcrN Alpha Aluminum Solid& Vented Aluminum CMU & Wood SdW CUU & Wood Validated ar Stowe M. Urkh. PE (?171317-8454 Paw 1 d2 92NF921 2112 am Dab PIACtria ail Validated FBCAparnal A,-,,i 269 itne/2020 11n82020 I11=020 Apprd+ed Quality Aasnsaue ADargyidf"dies Approved for Uss Impact Irate QmkZLiNlt&2L2d& in HVHz outside HVHZ Addlut of le-na O7f10.4023 No Yea No WA 5841 mm V.Aiw ounallestaimar Rmilal.n 2920 Mlwendms and Doors Cateow. Windows "Categorr. Fated Compliance Me91od Codification Medic ar Listing PLdt"ae-eia r4Wlaels AMA Product Mudd. Number or Name 1 leg Puy Pape 1 cr 2 152021 2111, 291 Isle Pordm am xwwd i imbmm FeCAmrwal AD ..d 1laete Ilf 2020 112212020 112&r2020 Approved bUbhger@mhvd.can A--.d fro use mma QLtz Product Description Conagel ExpkaLlon DSO In, HVHZ, OUWW NVNZ &4.ih1a i Pressure, 73 x 72Insulated Gles. 04lQ37 M3 No Yea No -tied-eo Flodda Dspartment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Psae 1 d 1 10=1 timid - _ EOfitL➢[ atra glla [)iEaJPappiOa lints r� Contra Erd* wr & ucanw William sir Yididlbd; FBC AmrovM Apt Anhnatkn 2020 PST Industries Jens Rosowda Marr4Dow 8CC0-CER Mnr Oode SCCO-VAL 11,050,20 110M20 11n1/2020 Mproued Calagary: Wndoin (941)48"180 (786)315-2590 aua mogorr: Mcalons lrrHwski.ggtlrtrirsMea.c Cdnpta fAdhod: Cerlocaeon Mark or listing ruggetauffAilm -Quelled Product MoOM. Number sir Mass Product Dissertation AaMresses, A-, df"Use Arap-adfcerU, combined EWrdim Class, lit)(Y 1L outside, HVKZ honest papahan RaWat Pressure 1 Muaons forAll Dena and kYhdoea Aluminum Muaoro as/28202e Yes Yea Yea WA Florida Dope rtmord of Business & Professional Regulation Papa I "t Building Corm and Standards 16rm21 Product Approval Application Detail - TV- Vandal Menuftturd. Chad. &Lirana VdMdedM Validated 819.0td Face Apo al Mrould all Red.I. 2020 Flodds Metal Products Inc. Clerk Jones James L. succor. P.EQ Steven M. Umdn. PE 0927f2020 09252020 I X M020 121162020 Appraaed cdegory: Rooting 1904)763.64(10 CBUCK Engineering (717)317-8454 GubCdegoryc Rooting A.-Aurt. that An clark®flmhm.can PE-31242 Integral Pan tithe Ream@ Gystem Ctanpllame Method; Evaluation Report Soma Florida Registered Architect "a Licensed Flodde Professkna Engnsr - FI4Z1MjUL-IMurds CAUM Assurance Awaited for Use Approved to Use 11111611 2wm Product M"YL abaHrr r Name, Product Y1Lo 3 3- FLAMCO&qun:RV 10 Ridge VeN": Aaeh uminum RAW Vents for pedreefs fabnatad I?/312024 Yee WAS from 0.025' Aumhum Florida Department of Business & Professional Regulation P.pI sit Building Codes and Standards 3ml Product Approval. Application Detail got _. . ... .. Crew or - ,. no 20 I2a.2tlYdOg Zia 71Va Version Malgg6gag contact Suclasmr&LNanne Vddew BY vwmod eomftm PIMA=4vv Abjerat g emm Rewskn 2020 Gicbd Promotion Produces, LLC. Tim Robinson WaaerA Till Jr.. P.E John W, Knazevich. PE 09062020 )W06r20Y0 IMM020 12/152020 Apaoe.d Chapati &Ratan U)541609.7543 PE-44167 (954) 772-6224 Subcategory! M- Panels dm.rotanamrm9pPeN.po CamplimesMMed; EvNudden Retell tern a in Fiord. Registered Archk d ore Licensed Fkaka Profe"Imd Endnwr "- $O7 -ore Pra*wo G WiYAMliggt! Aa-vi slf23la ageamommu IDmltl )i.UBffi Slant 920u zukslgLmk In HVHZ 4utedLkmi IYt>roae 1 20 Gage Gdvenh:sd tiled Stcem P n.I4MVHZ Corrugated Galvanized Steel Gram Panels retained 12/312023 Yes Yas Yes WA or not by back& n pro ban h ambers Prdedim. 2 24 Gage Qalvanmedated Storm PWel"HVHZ Corrugated Gaimead Steer Sewn Panels r9shed 121312023 No Yes Yes WA a not by backs to proOde humaee pro Action. Florida Departneri of Business & Professional Regulation Pagel all Building Codes and Standards frn2d21 Product Approval Application Detail Sad! BrAb 2" 20 pea pmdm 2199 an YValag Nanuractum Contact Valuated 8, yypgyp gyaMM9 FSCAmse r AaggYffi 3iiaLL RMrpn 2020 Commercial Canada Produsarm. 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"r !p • Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3o1M0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130l2020 Simpson Strong -Tie 2020 FBC Approved Products Upd•ted 1 o i • Simpson Strong -Tie 2020 FBC Approved Products Updated 12/'li For direct Inks to all SST approvals listed below, CLICK HERE For direct Inks to all SST approvals Noted below, CLICK HERE For direct Inks to all SST approvals Noted below, CLICK HERE. For direct inks to all SST approvals Noted below, CLICK HERE. For additional Information regarding Florida's Statewide Product Approve] System and Mamil County Notice of Acceptance (NOA), LUCK HERE. Fa ladtkxhel Information regarding Florida's Statewide Product Approval System and Msm14)ode County Notxle of Acceptance (NOA). CLICK HERE. For additional tnfa rnatlon regarding Florida's Statewide Product Approval system and Msmi-Dade County Notice of Accsptance (NOA), CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Marn-Dade, County Node o(Acceptance (NOA). CLICK HERE. FL82355-R7 F11-01110446-R6 FL#f 0466-RS 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.&r to 3- 9/16" and heights ranging from "16" to 11 ". Concealed flange 41W Product Modal. Number or Name Product Description gee # Product Model. Number or Name Product Deserlotion gee, 1f Product Nodal. Number or Name Product Description version available for modals having width equal to or 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 ST, BTB. BTH Brick Ties than 3- greater than 39116" 2 APA21, APA4, APA8, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMSIT12, CMST14, CMSTCI S Coiled Straps 12 IUS series hangers Face -mount hangers available in vvdths ranging from 1-718` to 3- 3 APB44, AP844R, APVB66, AP606R, AP688, APB88R, APB1010. APB101OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9-1 /4" to 16'. FL#ONS-R6 APVB44R, APVB66, APVBWR, APVB88, APVB88R, APVB1010, APVB101 OR 4 CSHP10, CSHP20 Coiled Straps 13 LGU3.25SOS, LGU3.63SDS, LGU5.25SOS Face -mount hangers 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2.6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionfrension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers gee Y Product Model. Num bar or Name Product Descrlotlon APVDMR-8 6 DSP, SSP, TSP Stud to Plate to 15 LUC26Z, LUC2102 Face -mount hangers 1 SD70112D66 Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH6i0: APHH610R v Outdoor Accents Heavy 7 H1, H10A, H2,5A, H3, H6, H7Z, H16, H76S, H16-2, H1625 Hurricane Ties 1 6 hangers LUS series ha ge acamount hangers available in widths ran in from 1-9116" to 4- Fg 9 2 SD9112. SID9212, SDI0112, SDI 0212 Strong -Drive SO Connector Screw 8 APL4, APL6, APT4, APT$, APVL4, APVL8, AP074, APVTB Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tfedown 5/8" and heights ranging from 3" to 10-15116". 3 SD9112SS, SM212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH28, APLH2eR, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.60-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014; Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2 SDS1.5, HSS2.2-SDS3, HSS2-3SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5. SDCF221134, SOCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2. HST3, HST5, HST$ Straight Straps 118" and heights ranging from 6-15116" to 19-112". 5 SDCP22434, SDCP2251Z SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strang -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJTBZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS26 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS01 BKTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9/16' and heights ranging from 3-1116' to 13.3/4". 7 SDS25112, SDS25134, SOS25200, SDS25212, SDS25300, SDS25312, SOS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4; FCS Framing Clips 15 LSTA9, LSTA12. LSTA16, LSTA18, LSTA21; LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500. SDS25B00, SDS25800 14 FWANZ Foundation Wall Angles 18 LST149, LST173 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS2511266, SDS2520OSS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTSW Bridging 21 U series hangers Fooe-mount hangers available in widths ranging from 1-9116' m 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, HIS, HIOA-2, H1 OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap Wand heights ranging from 2-5/8" to 11-1/4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 16 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps _FLSI0007-RO 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12; MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. META49 Straight Straps FUt10667-1116 20 L30, L50, L70, L90 Angles 22 MSTC2% MSTC40, MSTC52, MSTC86, MSTC78 Straight Straps Sea x Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTt 4883, MSTC$$63 Pre -Rent Straps Sea 1! Product Model. Number or Name Product Description 1 ATR318, ATR112, ATR518, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS9O Sks wable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1 -911e" to 7- 2 4UD5, ATUDO-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS2Q MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to SO'. 3 BP318-2, BPI/2, BP1f2-3, BP5J8.2, BP518-3, 1313314, B13314.3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ20RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA202-12, NCA20-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-6/8" to 7- 4 CNW318.. CNW112, CNW518, CNW3/4, CNW5/8-112, CNW3/4-518 Coupler Nuts 25 LSSRI SI, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skeweble Hanger 27 RCW812, RCW814 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 2B RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1r2'te 3- CTUD98, CTUD99 27 ML23Z, M.24Z, ML20Z, ML28Z: ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Don 30 SP1, SP2, SP4, SP6, SPB Stud Plata Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3t V tc 3- 7 RTUD3, RTUD39, RTUD4, RTUD4B; RTUD5, RTUDO, RTU07, RTUD8 Raicheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHB Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24' 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.114" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, STfi224, ST6236 Straight Straps 7/8" and heights ranging from 11"110 32-1/7'. 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TBW T636, T842, TB48; TB54, TB56; T66D Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3.5/8" to 7- 11 URS4 It2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC27, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-1/4" to 37'. 12 URS5 W" Uplift Rod Run Tiednwn System 34 STC; STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiodown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-7/8" 13 URSB 3/4" Uplift Rod Run Tiedawn System 35 TJC37, TJC57 Truss Jack Clips 37 WS108, WB100C, W6128. WB128C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11"to 32'. FL#10441-RB FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16'to 7- FL#M0447-R5 1/2" and heights ranging from 8" to 30'. AW Product Model, Num ber or Name Product Description 4W Product Model, Number or Name Product Desorfotlon 10 HGLS series hangers Saddle hangers available in widths ranging from 6-114" to 8-7f8" 1 DTT2 Hold-down Sea # Product Model. Num bar or Name Product Descrption 1 CBH2.37xS.5, CBH2.37x7.83, CBH2.37x9.75 Concealed hangers and heights ranging from 10-11T to 28". 2 HDC1014, HDCtOf22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHSTF series hangers Face -mount (DU, DHU) and top -flange (DUSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1 /4" to 8- 3 HDOS, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5RSDS3, DS05L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16'to 3-9118" and heights 7/8" and heights ranging from 7-11T to 32'. 4 HOU2, HOU4, HDU5, HDUB, HDU 11; HDU14 Hold-down 3 GBC Gable Brace Connector _ ranging from 9.1/8" to 23-15118". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hp Corner Plate 3 HGU3.63SDS, HGU5.25SDS, HGU5.50SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Facia -mount hangers 118" and heights ranging from 14" to 33". 8 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.2513.25, HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9A0-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 7 MASA, MASAP Foundation anchor strap HHRC68 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" fo 7- 9118" and heights ranging from 18" fo 28". 8 MPAI32, MPAI44 Strap -style purlin anchor 8 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 55116'to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7 00-SDS, HHGU7.25SDS, Face -mount hangers 3-W6' and heights ranging from 5-3/8" to 13-1I8". 1D PAI18, PA123, PA128; PA135 Strap -style purlin anchor 8 LSU26, LSSU28; LSSU210 Light Slopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 11 STHD10, STHDI ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3-7/16 c,15". Concealed flange 12 STHD14. STHDI4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426, THA422-2, THA426-2 118" to SAM" and heights ranging from 4314" to 15-3/4". 18 HWP series hangars Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81)22, THAl2.0W22, THAl2.1122, THA1222, THAI322, THA13522, THAI422 Adjustable Truss Hanger Sized for IJoists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5.318" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; a* acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 14 THJA26, LTHJA20, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5.316" to 32". 15 THJM2-4SDS3, THJM2-5SDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1.911610 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.7/8" to 19.1/4". Concealed flange W" and heights ranging from 9-118" to 16" 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9/16' and heights I8 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5-3/8" to 7.1W', 10 HUC01.81/9SOS, HUCQ1.81t11SDS, HUCO210-2SDS, HUCO210.3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116' and heights SDS, HUCQ410-SDS, HUCQ412SDS, HUCOS.2WSDS, HUCO5.25111-SDS, HUCQ610- ranging from 9-3J16'to 13-118" SDS, HUCQ612-SDS OEM Simpson Strong -Tie 2020 FBC Approved Products Updated 1250220 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130220 Simpson Strong -Tie 2020 FBC Approved Products Updated 1ZIJW0o Simpson Strong -Tie 2020 FBC Approved Products Updated 12rOW20 For direct Inks to all SST approvals Noted below, CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERE For droct Inks to all SST spprovels listed below, CLICK HERE For direct Inks to all SST aWrovalsisted below, CLICK HERCM E om For additional information regarding Florida's Statewide Product Approval System end Mami4)ade County Nodes of Acceptance (NOA), fir Ire Hcac For additional information regarding Fledda's Statewide Product Approval System and Mani -Dade County Notice at Acceptance (NOA), CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Memi-Dade County Notice of Acceptance (NOA), CLICK HERE. Fa additional intonation regarding Florida's Statewide Product Approval System and Marti -Dade County Notice of Acceptance {NOA), �j rru r,aRF 21 LB series hangers Top flange hangers available in width of 1-9/16' and heights FL#114WR5 18 SfLBV1.56, SJLBV1,81, VLBV2,06, S/LBV2.37, SILBV2.56, S1LBV2-68, S/LBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3J8" to 15-118". SILBV3.56, S/LBV3.62, SILBV4.06, S/LBV4.12, SILBV4.28, SILBV475. SfLEV5.50 6 Strong -Bolt 2 (STS2, STB2.4SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16' and heights Aal Product Modal. Numberor Name Product Description 19 S/LTT20, SfDTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16'to 13-1/8". 1 HHUS210.3, HHUS210-4 Joist Hanger 20 SIMST60, SIMST72 Straps 118 mil (10 go) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS88S) Then HD Heavy Duty ScrowAnchorfor concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRSB, HRS12 Strap Ties 21 SP4, SP5 Stud Plate Ties avalable wth hex head In carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112'. 3 HUCO210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plato Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THG83, THGBH2, THG13H3, THGSH4 Joist Hanger 23 STC, CTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32.1 f2' 5 THGQ2SDS3, THG03SDS4.5, THGOH2SDS3, THGOH3.SDS4.5, THGQH4SDS8 Joist Hanger 24 TBO22 Truss Brace Diagonal 8 T tan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-WIS" to 5- 6 THGWd3, THGW3.4, THGW43, THGW4.4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Than HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-1/4" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFDS, PFDSB series hangers Top flange hangers available in width of 1-9/16' and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3318" to 7-118" FL#11473-R5 FL#13904-1116 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16' to 7- Sea M Product Modal. Num leer or Name Product Description &MAProduct Model. Number or Name Product Description FL#16230-RO 118" and heights ranging 9-1/4'to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCOPM.82-SOSHDG, CCQM4.82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.82-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor OCTQM4.92SDSG; CCTQMS.50-SDSG, CCCQM3.82SDSG, CCCQM4.62-SDSG, ac&U Product Model. Number or Name Product Description 3 HIS, HISS, H16-2, H18.2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10960-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G4KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, Maannry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5,5OG-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Descriptian 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STBZ) Strong -Bole 2 Wedge Anchor for masonry 1 ABA44; ABA44R, ASA46, ABA46R, ASA86, ABA66R Adjustable Post Base 7 HHETA16: HHETA20, HHETA24, HHETAQ Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5.6, ABU65, ABU66, ABU86R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 4 LGUM26.2, LGUM26 3, LGUM264, LGUM28.2, LGUM28-3, LGUM28-4, LGUM210.2, Masonry Beam Hangers 6 T tan HD (THD-H4SS, THf1H6S5, THD-CS6W Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ASU1010; ABU101OR: ABU1212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46, LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z. ABW66RZ, ASW7.7 Adjustable Post Base 10 META12, META16, META18, META20, META24 META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12111.25, MBHA3.56f7.25, MBHA3.56/9.25, MBHA3.56H1.25. Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, ACB, AC8R, ACES host Cap 11 MSTAM24, MSTAW8, MSTCM40, MSTCMBD Strap Tie for Masonry MBHA3.58111.68, MBHA3.56114, MBHA3.56/16, MSHA3.56/18; MBHA5.5W.25, 7 T'Iten Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, SC6R, BC8, BCS2-2/4, BCS2-3J8 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry M13HA5.5019.25, MBHA5.50f11.25, MBHA5.50/11.88. MBHA5.50/14, MBHA5.50/16, 6 CB44, C846, CB48, CB66, CB68 Embedded Column Base MSHA5.50118 7 CBSQ44-SDS2, CSSQ46-SDS2. CBSQSB-SDS2. C89086-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MSHU3.5619.25, MBHU3.56111.25, MBHU3.58111.88, MBHU3.56/14, MBHU3.56/16, Masonry Beam Hangers FLXI007-R3 8 CC, ECC, ECCU Series Baked column caps with WI ranging from 3.114" to 9.1r7' and PL#f 1466-RS MBHU3.58/18, MBHU5.5=.25, MBHU5.50M 1.25, MBHU5.50111.88, MBHU5.50/14, W2 ranging from 3-5/8" to 7-1/2" MBHU5.50/16, MSHU5.50118 aQja Product Model. Number or Name Product DesorlMion 9 CCQSDS2.5, ECCQ-SDS2.5 Series Screwed column caps w4tt W1 ranging from 3-14' to 9.1/7' and Sea # Product Model. Number or Name Product Description 1 X3481OI6-5K; X1 S1016, X1 BI018-4K, XQ1S1018. XQt B1016 4K #10.18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 W2 ranging from 3.5f8" to 7.1/2" 1 DTTIZ Deck Tension Tie Drill Point 10 CPT44Z, CPT86Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns F1.013975-R6 2 XLQ114T1224, XLQ114B1224.2K #12.24 Strong -Drive XL Large -Head Metal Set -Drilling, Tapping 11 EPB44A, EPS44, EPB46, EPB66 Embedded Post Base 3 1103B, HD5B, HD7B, HD9B Baited Holdowns Screws with #6 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-314 Tension Ties $ IN Product Model, Numberor Nama Product Description 3 XMQ114S7224, XMQ114B1224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LC844, LCB88 Embedded Column Base 5 LTT19, LTT20B, LTT131 LightTension Ties 1 SDW22300, SDW2233$, SOW22438, SDW22458, SOW22500, SDW22600, SOW22m, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCSZ Light Post Cap SDW22834 4 XQ114S1224, XQ11481224-2,5K X114S1224. XQ112S1224, XQ112B1224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with 04 15 MPB44Z, MPBWZ, MPB88Z Moment Post Base 2 SDWC15450; SOWC15800 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, PB4e, PB66, PB66R Embedded Post Base FL#13628-R5 3 SDWHIP300DR SDWH19400DB, SDWH19800D8, SDWH19800D8, SDWHIP1000DS Strong -Drive SDW14 TIMBER-HEXScrow 6 XU34S1016, XU3481016-5K #10-18 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46, PBS86 Embedded Post Base 4 SDWH274000, SDWH2780DG, SDWH278000, SDWH2710ODG, SDWH27120UG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sac # Product Model. Number or Name Product Description 5 SDWS16212, SDWS76300, SDVVS16312. SDWSI0400 Strong -Drive SOWS FRAMING Screw 19 PC44-16; PC48-18, P048-16, PC64-18, P088-16. EPC44-16 EPC46-16, EPC48-15, Post Cap 1 SB5t8x24, S8718x24, S81x3O SS Anchor Botts 6 SDWS19800, SDWS19712, SDWS22400,SDWS225O0.SDWS22512, SDWS22BW; Strong -Drive SOWS TIMBER Saew(Interior Grade) EPce4-ie, Epcss 1$ 2 SSTB16, SST820, SSTB24, SSTB28, SSTB34, SSTB36, SST8I61L, SST820L, SSTB24L, SSTB Anchor Bolts SDWS22800, SOWS22900, SDWS221000. SMNS221100, SOWS221200, SDW6221500 FLN35320-RO 21) PC4Z. PC4RZ, PCEZ, PCORZ, PCBZ, PC8RZ, EPC4Z, EPC4RZ, EPCBZ, EPCBRZ, EPC8Z, Post Cap SSTB28L 7 SDWS2230OD13 SDWS2240ODB, SDWS2250ODB. SDWS22800DB, SDWS2280008, Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPCBRZ SDWS221ODODB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z; PP644-6Z Post Base 8 SOWS12312DBB, SOWS22512DBB Outdoor Accents Structural Wood Screw 1 D.SSCB43.5, DSSCB46, DSSC846, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13672-R4 9 SDWS2730OSS, SDWS2740OSS, SDWS275008S, SDWS27800SS, SDWS278ODSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCB4&5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Flied -Clip Connector SDWS271000SS, SDWS2712DOSS 3 FPHSD34S1016, FPHSD34B1018, FPHSD34B1018-5K, FPHSD34S1214, #10-18 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self- Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214. FPHSD34B12145K Drilling, Tapping Screws FL#f 0866-R8 1 CMST12, CMST14, CMSTCI B, C814, C516, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC&25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSf136, Straps 97 mil (12 go) 5 LSSC4.25, LSSCS.25, SSC2.25, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25; MSSC6.25, Steel Stud Connectors Sea # Product Model. Number orAM Product Description MSTI48; MSTI60, MSTI72, F1MST27, S/MST37, SIMST48 MSSC4.25KW, MS&C6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL815363-1113 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LSTI49, LST173, MSTA9. MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCB43.5, 810845.5, SC84T5, SCB4S5, SC6411.5, MSCB45.5, MSCB47,5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46.8, GH4M, GH48-8, GH410-6, GH410-8, GH66.6, GHW8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 go) -d&l Product Model. Number or Name Product Description 8 SCS32 5197, SCS62-5197, SCS62-51118, SCS82-51118 Bypass Framing Connector 8, GH610.8, GH81D-8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18. AS I SS5, AS 1836 18 ga. Truss Plates 9 SCW3.25, SCW53 Head -of -Wall Slide -Clip Connector 4 GLB5A, 01.65B, GLB5C, GLBSD, GLB7A GLB76, GLB7C, G LB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 201-15 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8,25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GSLT$12, GLBT516, GBLT616, GLBT520, GBLT020 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSS3,518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLSB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST8224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 10 MSTC68, MSTC78, STS238 Straps 68 mil (14 go) Screws 8 UFP70SDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1018, XQI B1016-4K, X01S1214. X0181214-3.SK, X078S1224, X07681224-3K, #10-18. 412-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retort Foundation Plate 12 S161.56, S181.81, S162.06, S4132.37, SIB2.56, SW.68, S1B3.12, SW.56, S1B3.62, SIB4.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224, XQ114B1224-2.SK X0112S1224, XQI I2B1224-2K, X34BI018-5K Tapping Screws SIM4.12, S/84.28, S184.76, S85.50 X1 S1016, X1 B1018.4K X1 S1214, X1 B1214-3 5 K 13 S/EA2.1218, SIBA2.12/10, SMA2.12112, SIBA2.12114, SJBA4.18/8, SJBA4.18110, Top Flange Joist Hangers §2a Product Model- Number or Name Product Description S/BA4.18112, WA4.10/14 1 ET -HP Adhesive Anchor for concrete 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GOPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 SNO&S, SJHO88, S1HDIOS, S/HD108, SIHDISS, S/HD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, P1NW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 SHDU4, S1HDU6, StHQU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K PCLOPA, PECLDPA, PTRHA3, PTRHA4 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete March 6 2023 �W\ ^W i Cn N _ Cu N U Q -a N ��I�� �. `V 0 i- O CO L_ 21 O C O L.L CU O .� O cp 0 L Q CL ''�^^ VJ Q Z Z W J N O) "a O G W Cn *-.s.® C c" > L W CIA en :0., Ca W rZ ro o .- d o ca ail as o do d ail Clu i ') ca C1. � E es o a � 0 Cn E W ICU O > L CL O CL U O L W L O L W W Z Z Z Q J a. SHEET NO. PA 1.3� i i'r �_ •r r. _ r J. .I I__ I 1 _—. 1 � I _ __ _ I_L I _ -_ _ I rr I r _i�i � �I I I III MI/AMF Wean-DADF-COUNTY P'RODUCTCONTROL SEC71M 11805 SW 26 Street Roo® 303 DEPARTACEN'rOF REGULATORY AND ECQN ONUC RESOURCES (RER) Mien. Florida 33175 2474 BOARD AND CODE AD31D=TRATIONDICISWIN T (786) 31.5-2340 F UW 313-2599 NOTICE OF ACCEPTA.. CE (:NTOA) ,nrns+iaaYiaadarew,eceaaaF PGT Industries, Inc. 1070 Technekgs Drive, North Venice. FL 3427 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction mateials. The documentation su6nitted has been re -.gyred and accepted by N iami-Dade County RER -Product Control Section to be used m Miami Dade C#7mly and usher ueas what: allowed by the Auturity Having lu ds&t m (AM). This NOA shall not be valid of ker the expiration date stated below -The Miami Dade County Product Control Section (In lfiami Dade County) andlor the AM (in areas other than Miami Dade County) re erne the right to have this product or material teesttedfor quality awucanceputposes. if this product or material fails to pedoxmin the accepted manner, the ma -A cturer will incur the expense of such tes=g and the AlUmay inmued atelym, oke, wo dify, o r suspend the. use of such product or material within their jurisdiction. RER reserves the tight to revoke this acceptance_ if it is deterred by Mai -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code_ This product is approved as described herein and has been designed to comply witti the Florida Building Code_ including the High Velocity Humcane Zone DESCRIPTION: Series "55701-1770" Vinyl Sliding Glass Door (Reinforced) w/wo 90e & 1350 comws-L.M.L APPROVAL DOCLfiiENT- Drawing No. '1[D-55n l) Re B. titled "Vinyl Sliding Glass Door NOA (L10", sheets 1 through 21 of 21, preparedby manufacturer, dated 101 S!15 and last revised on 02/01121.. signed and sealed by A. Lyim Miter. P.E.. bearing the N iaYmi-Dade ConatyPyroduct Control.Retrision stamp with the Notice of Acceptance number andexpiration: due by the "�fiaami Dade County Product Control Section. 1IISSII.EL ,TACT RATING: Large and Su»Il3fissile Impact Resistant Limitations: 1 _ See table 1 (sheet 2) and table 2 (sheet?) forappiicable SGD unit sizes, design pressures, reinforcements types, grass types, sill riser (see tables B-1 & B-2. sheets 7-8) and anchor layout sheets requirements in 1 I thru 16_ 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painmed or laminated) white Rigid PVC to be labeled per refpreuced NOA'srequiremegts. 3- Egress operable doers must ccmply with min clear width or height per FBC requirement as apphcable. 4. Pock -et walls under separate approval, to be reviewed bey Building official L.43ELLNG: Each unit shall beat a pet anent label with the numu `acturer`,s name or logo. city, su* and series and following star "lvtm -Dade County Product Control Appro vvV, noted herein. RENESV AL of this NOA shall be considered ader a renewal application has been filed and there has beeano change in the appicable buildng code negat rely affectwg the lmfownwe of this product. TERAW 3TION of this NOA will octur star the expiration date or if these has bean a rewsion or change in the materials, use, and•'or macaLfacture ofthe product or process. Mimm oftlhis NOA as an endorsemtat of achy product, for sales. advertising or any otberpuiposes shall automatic ally terminate this NOA. Failure to compiywiuth any section: of this NOA shad be cause for termination and removal of NOA. ADVERTISENO-!T: The NOA number precededby the words N ami-Dade County,. Florida, and follower, by the expiration date maybe displapedinadvertisingliterature- IfanyportionoftheNOAisdisplayed, then it shall be die in its entirety. Ilk SPECITON: A copy of this entire NOA dull beprotided to the userby1he mantifacturer or its disc tutors and shalt be available for inspechon at the job site at the requ.cst of the Building Official. This NOA revises & renege NOA #20-0429.05 and consists of this page 1 and evidence pages E- 1. E-2, E-3, E-4. E-5 & 1 -6 as well as approval document mentioned abcme. 'Ire submitted documeniaticn was reviewed by Ishaq I. C'ba nda, P.E. NOA Na. 21-020.4.03 MNNF Expiration Datet April 14, 2026 Approval Date.Marck 25, 2021 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: E1rIDEN'CE SUB:!bi1TTED 2. Evidence Submitted under previous submittal A. DRAMTTNGS 1. Drawing No. MD-5570.0 Rec B. titled `Vinyl Sliding Glass Door NOA (D.M)" sheets 1 through 21 of 21, prepared by manufacturer. er. dated l 0,051l 5 and last devised on 04,2220, signed and seabed by A- Lynn Miller, P.E. B. TESTS I. Test reports on: 1) Air Infiltration. Test, per FBC. TAS 202-94 2) Uniform Static Air Pressute Test, Loading per FBC, TAS 202-94 3) Water Resistance Test. per FBC_ TAS 202-94 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along with marked up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 993 silicones, prepared by Fenestration Testing Laborattory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (mot 6 in pzopasal), dated 09103r' 14 FTL-20-2107.1, PGT SGD780 Alt ern Sliding Glass Dupe (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 AInm Outswing Casement Window (unit 8 in proposal) F I L-20- 2107.3, PGT PW7620A Ahiminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Arlin, Fixed Window (unit 10 in proposal) dated 07/13/20, all sighed and sealed by Idalmis Ortega. PI_ C. CALCULATIONS I. Anchor mniftcation calculations and structural analysis. com poring with FBC 70 Edition (2020). dated 042220, prepared by malnufwburr_ signed and sealed by Anthony Lynn Muller- RE. 2. Glazing complies with AST3i E 1300-04, -09, -12 and -16. D. QUALITY ASSt7RAINCE Miamni-Dade Department of Regulatory and Economic Resources (RER). E. V%ATERLAL CERTMCATIONS 1. Notice of Acceptance No.19-0305.02 issued to Ku raray America. Inc. for their "Trosifolll: Ulteaciear, Clear, and Color PSB Glass Interlayers", expo on 071Q824_ 2. Notice of Acceptance No.17-0803.02 issued to Kuraray America, Inc. fortheir "SentryGllst (Clear and White) Glass Interlayers". expstittg on 07/041273. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "B,town Coated (Painted or Laeminated).White Rigid PVC Exterior Extrusions for Windows and Doers". expir* on 0930,24. 4. Notice of Acceptance No.19-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lhter shades ('Trion-Whke) Rigid Cellular PVC Exterior Extrusions for Windows and Door-. expiring on112,129,121. ' t , Z Ishaq 1. Cttanda, P.E. Product Control Unit Supervisor NOA No. 21-0209,03 Expiration Date. April 14, 2026 A:pproral Date: March 2a, 2021 E -4 PGT Industries, Inc. NOTICE OF ACCEFT_A:'\TCE: EWDENCE SUBMITTED L Evidence submitted under previous NOA A. DRA4'CLNGS 1. Manulfactluer's die drawings and sections. (Subs hired tinder ?VO.1 A'a 11-0107. 04) 2_ Drawing No.-3570.0, titled °` inyl Sliding Glass DoorNOA aW, sheets 1 through 21 of 21, prepared by mauufactusrr, dated 10/05115, with revision A dated 04105!17, signed and seabed by A. Lynn Miller. P.E. B. TESTS 1- Test report on 1) Uniform Static Air Pie Tea, per FBC_ TAS 20244 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and ration diagram of -vinyl sliding glass door, prepared by Fenestration Testing Lab_ Inc., Test Report No. FTL 8717, dated 12M7115, signed and sealed by Idalmis Ortega. P_ E_ (Test report revised. on 0211546 and 0224116) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 2.0294 2) Uniform Static Air Pressure Test_ per FBC, TAS 2Q-94 3) Water Resistance Test, per FBC, TALS 202-94- 4) Large Fissile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along withnmked-up drawings and installation diagram ofvmyl sliding glass door, prepare by Fenestration Testing Lab, Inc., Test Ri=port No. FTL 8546_ dated i 11 '15_ signed and sealed by Idaaltnis Ortega, P_ E_ (Pest report revised on 01104116 and 0211,2016) 3. Test tepmt on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform, Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Fissile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 6) Forked Entry Test, per FBC, TAS 202-94 along with marked -up drawings and insWlation diagram of vmvl sliding glass door, prepared by Fenestration Testing Lab, inc., Test Deport Na_ FTL 8547, dated 1 12'04115, signed and seabed by Idalmis Ortega, P. E. (Test report mised on 02d 5116) 4, Test nTOort on 1) Air Infiltration Test, per FBC_ TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Large Mimile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test: per FBC, TAS 20294 along with marked -up drawings and installation diagram, ofvinyl sliding glass door: prepared by Fenestration Testing Lab, Inc., Test Report No. FTL &US. dated 12104/45, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01104116 and 02111116). hhsq L Chanma, P.P. Product Control tnit'Supervisor NOA tip. 21.4205.03 Ezpimdou Date: Apra 14, 2826 Approval Date: March 25, 2021 E -1 CGI Windows and Doors, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERLAL CERTff IC ATIO'+i S (continue) 5. Quanex Part Sutler Spacer Standard dying with ASTM C518 Thermal Conductivity 0.881 BTU -in/ hr_-ft T. ASIM F 1249 3Wr' ViR Pass. ASIM D3985 Oxygm-Pass, AS-IM E 2190 I.G_ Durability -No Fog Pass. (Submitted under pretions NOA ?S o.15 409 05) 6, Quamm Part Dura al covVlying with ASTh4i C518 Them 1. Conductivity 2.22 BTU-W hr:ft1:-°F, ASTM F 1249 WV"iR-Paw ASTM D 1434 Argon P ce-Pass ASTMS E 2189 I.G. DurabilityNo Fog, ASTM E 546 Dew Point Develop ant -20°F in 48 his_ (Subvi idled tinder Arii- 4Xv 1 "40105). 7_ Vision E;xtyrtlsiom Ltd. Parts complying with PVC-AAMA 303-13, Vobi&ary Specification. for Rigid Polyvinyl Chloride (PVC) Exterior Prol Tm for Vivian Fxinisions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program (Submitted under NO.4 JVo. l S- 0409. #5) 8. Vision Extrusions, Ltd. Parts copmpiying with PVC-AAM.4k 303-13_ (Subirridded uuder.N50A a 15-0409.05) 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AMNIA Fenestration Exterior Profile Certification: Program 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA. Inc_ for their -Tan 3040 & light shade (non -white) tNAW Rigid PVC Exterior Extrusions for N%1ndows and Doors", expiring on 02,04,21. 11. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA, Inc, for their series - Wbiote Rigid PVC Exteeior Extrusions for Windows and Doors`"_ expiring on 02,28r23. 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fen at ion Solution, USA, Inc. for their Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04116 75_ F. STATE;iIENTS 1. Statten=t letter of conformance to FBC 71b Edition (2020), dated 0422.20, issued by mamlfacttuer, signets and scaled by Anthony Lynn Miiber. PI. 2. Statement letter of no fimancial interest and of independent, issued by rnanufachm, dated 04/18/20, signed and sealed by Anthony Lyra Ivfillm P.E. 3. Private Labeling Agreement document between PGT. dated. 03✓3(VI5 and signed by all involved parties. G. OTHERS 1. This NOA revises NOA# 17-0420,06 (PVT w/CGI) and updates to FBC2020 (76 Edition), expiring 04021,21- 2. RER Test proposals #194155 dated 0111+0120 approved by Ishaq I_ Chang PI- expiring 04,'141?1 E lshaq L Clouds, P.E. Product Control Unit Supervisor \ OA No. 21-0 05.03 Expiration Date: April14,2036 Approval Date: March 25, 2021 E -5 PGT industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TARS 202-94. 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Foiced Eotty Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl diding glass door, prepared by Fenestration Testing Lab. Inc.. Test Report No_ FTL 8549. dated 11.%q 5, signed and sealed by Idalmis Ortega, P. E_ (Test wort revised on 12/04115 and 02/11116) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressum Loadingper FBC, TAS 20394 along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared by Fenestration Testing Lab_ Inc., Test Report No. FTL 8552, dated 12rW5, sad and sealed by Idalmis Ortega, P. E_ (Test report revised on 024 52016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 20194 3) Cyclic Wind Pressure Loadingper FBC. TAS 203-94 along with marked -tip drawings and installation diagram of vinyl sliding glass door„ prepared by Fenestration Testing Lab. Inc., Test Report No. FTL 6639 (samples A-1 thru A-22). dated 11119/10, signed and sealed by Jorge A. Canso. P. E. (Submided under N-OL4111a ll- 0107.01) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-% 2) Uniform Static ,Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Rrmd Pressure Loadingper FBC, TAS 203-94 6) Forked Entry Test. per FBC, TAS 20244 along with marked-W drawings and installation diagram of vinyl sliding glass door; prepared by Fenestration Testing Lab, Inc- Test Report No-FTL 6337 (samples A-1 thru A-5). dated 12lOb,120, signed and sealed by Jorge A. Canso. P. E_ (Submitted under A"0.4 X6.11- 0107.09) C. CALCULATIONS 1 _ Anchor verification calculations and structural analysis, complying -with FBC-2014, prepared by PGT, dated 12111935and last revised on 02115;116. signed and sealed by AnihoayL.Miller, P.E. (SubsthYed under.'V0!4Xv. I5-1210.01). 2. Glazing comphies with ASTME-1300-0. , Ishaq L Chanda. P.E. Product Control Usit Supervisor NOA No. 21-029S.Q3 EspirationDate: _'lpei114,2026 .Approval Daher March 25, 2021 PGT Industries, Inc. NOTICE OF ACCEPTANCT: EVIDENCE SUB' FITTED 3. New Evidence Submitted A. DRA%9 NGS 1. Drawing No. IMD-5570.0 Rev B, titled "Vinyl Sliding Ghm DoorNOA (I-h'n", sheets 1 through 21 of 2 L prepared by manufacturer, dated 101051 b 5 and last revised on 02,10 i 21_ signed and sealed by A_ Lynn Miller, P.E_ Note: This revision consists replacement of same existing installation screw with flat head_ B. TESTS 1. None- C. CALCULATIONS 1_ Norte_ D. QUALITY ASSUFLMNCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER)_ E• MATERLAL CERTIFICATIO`'S 1_ Notice of Acceptance No.19-0305.02 issued toKurairay America, Inc. fortheir "Trosifolll Ultraciear, Clear, and Color PNB Glass Interhyers , expiring on 07108 2'4- 2_ Notice ofAcceptance No.17-080&02 issued toKurara} Primerica, Inc. for their "SentryGlaslfl (Clear and White) Glass Interlayers", expiring on 07/04423_ 3. Notice ofAcceptanm No.18-1106.10 issued to Vision Extrusions Limited for their'Brown Coated (Painted or Laminated) iSi 'bite Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 093024. 4- Notice of Acceptance No.19-1106.11 issued to Vision Extrusions Limited for their series "N'E 1000 Tan 202 and lighter .shades (Dion-Whio) Rigid Cellular PVC Exterior Extrusions for Windows and Doors-, expiring an 12129)21. F. STATEMENTS 1_ Statement letter of conformance to FBC 716 Edition (2020), dated 0110I'21, issued by tllanufacttuer, signed and sealed by Anthony Lynn Miller, P.E_ 2_ Private Labeling Agreement dated 03.10&21 between PGT Industries, Inc. and CGI Windows and Door Inc_.. signed by Dean I4i. R11ark, P.E., V.P. Engimeerimgg. on behalf of both companies. G. OTHERS 1_ Ihis NOA reveres & renews NO.Aft 0-0429.05 (PLA w�GGI), txpiting 041140.6_ 2. The current associated PLA CGI file #21-0205.01, expiring 04/14f2.6. 1-4 ishaq L l:kanda. P�. Product ConftQ Usk Supervisor NOA No. 21-0205.03 Expiration Date: April 14,-026 Approval Date: lurch 25, 2021 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIIriTTTED D. QUALM ASSI AsNCE 1 _ Miami Dade Department of Regulatory and Economic Resources (RER)_ E. X4LTERL4L CERTIFICATIONS 1. Notice of Acceptance No. I_.-052&14 issued to Vision Extrusion Limited for°their `TS'idw Rigid PVC Exterior Extrusions for Windows and Doors'", dated 0943 r15. expiring on 0930/19. 2. Notice of Acceptance'No.16-0920.08 'issued to Vision Extrusion Limited for their `TE 1000 Tan 202 and lighter Shades (Non-'4l'hite) Rigid PVC Exterior Extrusions for Windows and Doors": dated 1208116. expiring on 121292L 3. Notice of Acceptance No.1,541528,15 issued to Vision Fmry sion Limited for their "'Brown Coated (Painted or Laminated) Whke Rigid PVC Exterior Extrusions for Windows and Doors", dated 0&13115. aq*iilg on 0930fl9_ 4_ Notice of Acceptance No.1"712.02 issued to ENEKGI Fenlestratilon Solutions USA, Inc. for their `TAN 3040 and Lighter Shades (lion -White) Rigid PVC Exterior Extrusions for W-vidows and Doors" dated 09115116_ a ying on 02 04I21. 5. Notice ofAcceptance No_ 1"712.04 issued to ENERGI Fenestration Solutions USA, Inc, for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15116, expiring on 04'1620. 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc.. for their `White Rigid PVC Exterior Extrusions for Windows and Doors" dated 0&110117, vq*ing on 022&q 8. 7. Test reports No(s).10-W--792(A), 10-06-MO527, 535753-09, per ASTME-84, AST MD 1929 and ASTNM-635. issued by EXOVA to Vision Extrusion for cellulosic composite material (Submffded tinder N0:4 !i`o,11-01#7. 04) 8. Notice ofAcceptance No.1d-4916.11 issued to Kuraray America., Inc. for their Sentr% Glasg (Clear and RV") Interlayee, expiring on 07/04/18. 9. Notice cofAccept2ace No.16-1117.01 issued to Kwaray America, Inc_ for their Trosifolll• L'ltraciear. Clear and Color PV'B Interlayers". expiring on 07V8.49. F. ST ATE3 KNTS 1_ Statement letter ofconfomlance with FBC-SthEdition (2014) and FBC-611Edition (2017j, issued by manufacturer; dated 09/14117, signed & sealed by Lynn Miller, P.E_ �?. Statement letter of no uncial interest, dated 04/1&IT issued by manufacturer. signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance,, part of the above test reports. 4. RER Test Proposal No.17-0397, dated 05AD51117, signed by Ishaq Chanda, P.E_ G. OTHER 1. Notice of Acceptance No. I5-1210.01, issued to PGT industries, for their Series -557012770" Vinyl Sliding Glass Door (Reinfeired) - L.M.L", expiring on 04/14121_ bk2q L C'landa, P.E. Product Control 'Unit Supa—visar N1 0A Nd. 21-0205.03 Expirati an Date. Apr►l 14, 2026 r Approva 1 Date. March 16, 2021 L -3 ^W (D Cn i N —Cu {.7 2—_0 U N a) Q = O O 2 N C C = _O Ca U_ O O E L cD L -0 C Cn Q a z W J O N � o W M o ci m x Q N G W d R O � Q N Y a.= c E c m s a � z = 3 � L d � C E f0 O G V O -6-0 i co CU 0 i CL CL Q U 0 0 Cl) CU CU Q i w a � Z Z Q J rl SHEET NO. PA 114 March 6, 2023 MIAMI•QADE MIAMI-DADE COUNTY kawPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet / of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " SCOPE: "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 0 3, prepared b Craig Parrino, P.E., dated March 24, 2003, last g f p p y g prepared, signed and sealed b Craig Parrino, P.E., on 08119114. p p y g The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2D08, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ) 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529- 94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E_ C. CALCULATIONS sealed by Craig Parrino. P.E. prepared by Craig Parrino, P.E., signed and seab accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, A.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f p g p p y g E. MATERIAL CERTIFICATIONS This product is approved as described herein .and has been designed to comply with the Hi Velocity Hurricane p pp p y ty Parrino, P. signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS I. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1None. . B. TESTS "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. County logo. Craig Parrino, P.E., dated March 24, 2003, last revision dated March II, 2008. B. B TESTS RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS . . 1None 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. B Miami -Dade County Department o Re lato and Economic Resources RE y �' eP�' J � ry (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall I. 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, E4 and E-5 as well as approval document mentioned above. elmy A. Makar, P.E., M.S. elmy A. Maker, P.E., M.S.eimy A. Maker, P.E., M S. The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. Pro net Control Section Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.I5 NOA No. 20-0630.15 �IAn ... Expiration Date: 09/11/2023 iOVED1 t Expiration Date: 09/11/2023 Expiration Date: 09/112023 Expiration Date: 09/112023 pp Og12o l2r Z o Approval Date: 08202020 Approval Date: 08202020 Approval Date: 08/202020 Approval Date: 0820/2020 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 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 61" & 12 " Lintel Safe Load Tables'; sheets 1 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 I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RM. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. e my A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/112023 Expiration Date: 09/11/2023 Approval Date: 08202020 Approval Date: 08202020 E-4 E-5 March 6, 2023 CU N ..0 U CU O O O O C O- Ca -p � C CU Cis CA 0 � � O � CU 0 C O _ CU M _ O CU .Cn Cn 'a O L z z W J N 0 N CD ems: o �, N m l.L. N cy }� N H N t O � Q N � 3 m °' c 4 r_ � �3 � A 9 � E c CS L. Cn E Z W CU 0 > L 0 o CL 0 0 CD fJ L) CU m Q O >` CU N Z Z Z Q J a SHEET NO. PA 1.5� IF IF r I I - - - - - - I NR ..,._ ILim-, —I I LI PRODL7CT LLV,A(,iTATIl1V RRPOR'CjgL1. 20-mzs-Da 2 PanDIICT t+'YAr:tiaTitil'LxE:1+(o&'r NO. 20.i72B_oa 3 P130DUCT' a'V!t,L'AT12TM RlAmrntT NO 2E1-a'F+7 a 2 city INC- Z 1 1 L ECO jimc- flLIIT TESTING B ENGINEERING COMPANY WATT"h'R A. TTLLdT; IR., P.E. 2.2_ TIES REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS H R 8. MATERIAL C_ A eCTERlSTLC$ AND SPECIFICATIONS- Shall be strictly lo accordance with General Notes and Components indicated on TILLIT TESTING i ENGINEERING COMPANY - -- - - -- 2.2. TEST REPORTS: Large missile Impact load tests were performed under SSTO 12.99 standard as YLrBhMa�WBO)u � 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 waLTERA.1'1LLIT, IR,rE. tifteoo@wl.com PRODUCT EVALUATION REPORT In•Pr Lka.FNP 44167 per section 1609.1.2 of the Florida Building Code. Uniform static loads as per FL FL CALL° Ph 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 HLL:A. Li— 10. W6119 Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176, Lab of South Florida, Report# 0814.01-01 dated 03/11/02 wttnessed by William PRODUCT EVALUATION REPORT #%-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, REPORT NO.: ZO-0T2T.02 R. Mahner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. P.E_, Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE,• DATE: July 27, 2020 Largaespads, P.E. and Henry Hattem, P.E. Large missile impact and cyclic REPORT NO.: 20.0720.01 0219.01-09 dated March 4 2009, signed and sealed by Edmundo Largaespada, loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutter Building Code. Test Report prepared by American Testing Lab of South Florida, DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P. E. D.), drawing No. 20-176 PRODUCT SUB -CATEGORY: Storm Panels Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc, and signed and sealed by Water A. Tilit, Jr., P.E, PRODUCT SUB -CATEGORY: Storm Panels 21-STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL Tensile -1 s test report No. eCM 98 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products. LLC and sealed by Jerry Jaciofano, P.E, as per ASTM E-B. MANUFACTURER: Global Protection Products LLC. length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations pnVared by Tilfeco. Inc,,3. 7.3. Product shall only be installed into poured concrete, concrete black, and wood "me 48W S.W. 51 Street 3TRUCTl1RA, 1 ENGINEERING CALULADONS 4800 S.W. 61 Street Devie, FloOda33314 dated 11/03/08 and 03112JI5, signed and sealed by Walter A. Tillit, Jr., P. E. structures. Davie, Florida 33314 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 1. PURPOSE OF EVALUATION; 3. MISSILE IMPACT RESISTANCE Product Evaluation Report prepared by Wetter A. Tillit, Jr., P.E. (Florida License 1. PURPOSE OF EVALUATION: length based on rational and comparative analysis, and in accordance with This is a Product Evaluation Report Issued by Walter A. T1III% Jr., P.E. (System Large missile Impact under section 1620 of the Florida Buildin Code, as per TAS 201 Protocolp g p No. 44167 , President of Tilteco, Inc. (Florida CA-0006719 . ) ) This is s Product fvaluatlon Report Issued by Walter A. Tlllit, Jr., P.E. (System section 1t304 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and O8/27/13 (for this revision), signed and sealed by Walter ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. A Tilit Jr., P.E. 61 G20.3, Method 1 D of the Florida Department of Business andRI! WIND LOADS_SISTANCE a�„aln+nnlrnq+ �jt TA A, T/ 61G20-3, Method 1D of the Florida Department of Business and professional Rogulatlon. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind a N,t�..•••••./T %on. AI IV - It professional Regulati 3. MISSILE IMPACT RESISIl4NCE: This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document P.E.D. Na. ( ) rig � ---- ,E • '. .� - 44167 . This product Is being issued an Evaluation Report as described herein, and has Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12.99 Standard and TAS 201. been verified for CDmpIianCB in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the roduct is for the purpose Intended p ,drawl 20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,* 26, __._-_ _, • �* :*1 s-- been verified for compliance in accordance with the 2020 Seventh Edition of the Florida BWlding Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. 14, 15, 17, 18, 19.20 25 and 26 of of Product Evaluation Document (P.E.D.), STATE OF at asset equivalent to that required by the Code. drawing No. 20.176. N �10R1p�' .... .....I..., �\� 4, WIND LOADS RESISTANCE: This Product Evaluation Report shall be subject to review and revision in case of 5. INSTALLATION: yv,SS/pNpL rs� '"n111nn110' 0 This Product Evaluation Report shall be subject to review and revision in case of 24 Gage Galvanized Steel Storm Penal has been verified to sustain wand pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, a Building coda change that may affect Its limitations and conditions Installation shall be performed strictly accordance with details indicated on a Building Code change that may affect its limitations and conditions 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. 2. EVIDENCE SUBMITTED sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document 6 (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as Da TtLTECO ADMON RECORDS t P. E. REPORT.201 GLOBAL PROTECTION PRODUCTS, LLC R 20 GAGE GALVANIZED STEEL STORM PANEL\ DRWG A 20.1791 REPORT I2D-072a.01 2. EVIDENCE SUBMITTED: Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. ?0-175. ( ) g 2.1. PRODUCT EVALUATION DOCUMENT Drawing No. 20-176, tilled "20 GAGE GALVANIZED STEEL STORM PANEL", ' Indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. 2,1, PRODUCT EVALUATION DOCUMENT (P.ED.) '24 Steel Storm Panel has been verified for code compliance to 24 Gage Galvanized work as a non porous sstortorm shutter assembly, as per SSTD 12�99 Standard. sheets 1 thru 26 of 26 prepared by Tiiteco, Inc.; signed and sealed by Waiter A. Drawing No. 20-175, titled GAGE GALVANIZED STEEL STORM PANEL", Tlllit, Jr_, P.E.; dated 47l28/2020. This Brewing is an integral part I A fplis Evaluation Report. A, F714/t4v, sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A. sled O7/2772020. This drawing is an inte`�,�#ttNNNNgi,041� ptrp tr�(�f✓ ,rAL,Pti�tR rE�11 ��i �sa`���4,p E Ervaluatrbn Report `� NSA r` �• LttNENs� .. _3A \? SF ''\ CEN,SF' :`i9', - �c \C -_ 1. - — * N0, 44167 = ---- - -- `-F- NN��tA167 ---* — - `y _ -' ..;167 = —'�_ 67 S VS - . - .F / / STATE OF --q: a ac' FjOR10 ''e s* * - * - 5� -�T�1 E OF .Q� FxOR10f '.r1 yO, , . 4 IDS •'4�a y�`SS� .....• \*A�F 6355 N.W. 36ffi Street Suite 305, Miami, Florida 33166 -Phone: (305) 871-1530 - JS97Ai di}F A9T�1 y�-,", 0S/DNALE��A'A 1'"I/NlltuulN+l%%No tATEOF •'�c� sy,A©A� •. OR 0, ;�` 6355 N.W. 36th Street, Suite 305. Miami, Florida 33166 -Phone: (305) 871-1 `�" # 646itt9''1-1531 �''4sS/ONAZrc��+���\• yAIVIOh1unI41E511W IHN.H00, "noiN IIIINM, C : 1 STj1W PANEL S,IOSH QN 1HX4 PROCT DUEVAUATgN OOCUMENi (PEB) HASBEEN VERIFIER FOR COMPLIANCE INN ACCORDANCE W"N THE 2020 (7M EDITION) OF THE FLORIDA BUILDING CODE DESIGN WIND LOADS SHALL BE DEIEIB"NED AS PER SECTION 1620 0E THE ABOVE MENTIONED CODE. FOR A WND SPEED AS REDUIED BY THE JURISDICTION WHERE THESE SHUTTERS WAl IE NSIALLED AND FOR A DNECTIONATY FACTOR 10-0 85. USING ASCE 7-10 AND SHALL NOT EXCEED riff MAXIMUM (AS.O ) DESIGN PRESSURE PATINGS INDICATED ON SHEETS 7 THRU 12, t4. 15, 16, 19 a 2D. IN ORDER t0 VERFY NNE ABOVE CONORON, ULTIMATE DESIGN MIND LOADS DETERMINED PER AXE 7-16 SMALL BE FIRST REDUCED TO A.S.D. DESIGN RIND LOADS BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MAX (AS.0) OESGN PRESSURE RATINGS NdWTED ON SHEETS 7 TIMU 12. 14, 15, 19, 19 A 70 IN ORDER TO VERIFY THAT MA:f401111, ON THIS PED AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE IN ALLOWABLE TOP *N0 WAS I F G r N IN STRESS LOADS tIDL USED N THEM ANALYSIS ASTENERS SPACING tl WOOD HAS BEL OETFRNNEO ACCORDANCE MI7N NO.S TOTS. STORM PAEL'S AOEOLNCY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERMED N ACCORDANCE VArH SECTION 1626 OF ME ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING a TESTING NC. REPORTS 96-509, 96-570 a 96-T30 AND FENESTRATION TESTING TAB INC., REPORTS /2032 A /2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203 AS WELL AS AMERICAIN TEST LAB Of SOUTH FLORIDA REPORT 00219.01-09, AS PER TAS 201, TAS 20, AND TAS 203 STANDARDS. 2 AL ALUMINUM EXTRUSIONS TO 6E 5063-16 ALLOY AND TFMPDI. (UNLESS OTHERWISE NOTEO) SEE SHEET 2 1 ALL ALUMINUM SNEER METAL USED AT CLOSIIPES SPALL HAVE 3105-N1N AULOY. A ALL STEEL SHEET META PANELS SHALL HAVE STRUCTURAL OLAUTY SrM_ AWK, A-M3 GRADE So MNNMIUM. 0-6a CXVAIZED STEEL OESBWTJON W/TY- 58.5 Nat (AFTER ROLLED) 5 ALL SCREWS TO BE STNNLE55 STEEL 304 OR 314 ASI SERIES OR CORROSION RESISTANT C04TED CARBON STEEL AS PER ON 5OC18 F/ 50 km WELD STRENGTH AND 90 TY TENSLE STRENGTH A SHALL. COMPLY W/ FI.ONM BUKDNG CODE SECTION 2411 3,3.4 6 DOLTS TO BE ASIM A-307 GUVANIM STEM. OR ASI 304 SERIES STAINLESS STEEL WITH 36 NA, MINIMUM YIELD STRENGTH. AP404M TO WALL SAL BE AS FOLLUNS' (A) rQ LQ1I0A6 T'QJIRW CONClETF. - 1/4•e TAPCON ANCHORS AS MANUFACTURED BY I. T.W BLALDEX. INC. IV,. 1'c.3192 P.s;.) - I/4' 4 a 7/8' CALK -IN ANCH0R5, AS MANUFACTURED BY DEMALT INC (MIN. ': 31M0 P-AN. - I/e. 4 3/4 SOUD-5ET ANCHORS. AS DIVRIBUIED BY All POINT SCREW, BOLT a SPECIALTY CO. (M.,. FP )DDo PK.,.) - IAA-,0 PARELMATE FDAALE 0 a PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTON PROOICTS (MN t,c 3360 P-) - 1/ell CF TAP -GRIP ANCHORS. AS MANUFACTURED BY '-K-FAST CORPORATION (Cc.3600 P.,.,) A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4•: 2' FOR PAWLAATE FEMME 0 AND PAWMALTE PLUS AND 1 I/A• FOR CF TAP -(RP ANCHORS A2) CAK-IN A 5OUD-SET ANCtORS SHM.L BE EMBEDDED 1/6• NTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. Ile 0-20 SCREWS USED SHAD. BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. M " WNAIUA FIRE WALLS WTH NO STUCCO. AND MAY 917 HEADED SCREWS OR AL T6wADED SCREWS W/O HEAD. BUT WITH WING NUTS A 3: N CASE THAT PRECAST STONE, PWCA., CONCRETE PANELS. PAVERS. SnX" OR Wool) BOARDS BE FOUND ON THI EXISTING WALL 00 FLO1R ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHILL BE AS MENnOHED IN A 1) AND N A.2). (a) TD F„STH1p: CO1K:Rf iE, �eLx FIALL AM C--2Q' 1/e / TMCp1 ANCHORS AS MANUFACTURED BY i I W BUDEX I. INC. ,/4• e . 7/a' CALK-N ANCHORS, AS MAWICAGRR M BN DCWALT INC. (MN. f .1500 P•F •) - 1/4'F X 3/4' SOLO -SET ANCHORS. AS DISTRIBUTED BY ALL POW SCREW BOLT a SPEOkrY CO (MN F -1000 P.,,I ) - I"-,0 PANELUMTE FEMALE 1n AND PANELMATE PLUS ANCHORS. AS MAWFACTURED By ELCO CONSTRUCTON PRODUCTS (MN R'-2071 p.,.,) ' - I14' a CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FA57 CORPORATION"' oe. B I) MPQMW EMBEDMENT M TAPCON ANCHORS. FLCO PANELYATES AND Cf TAP -GRIP ANCHOR, two IIIF P BLOC" UW 94AU BE 1 1/4' 8.2) CALK -IN a SOLID -SET ANCHORS SNAL BE EMBEDDED 7/a• INTO THE CONCRETE BLOCK k0- ND [A,B N INTO STUCCO SHAH BE PERMITTED '/4• 0-20 SCREWS USED SHALL BE 1 I/2- LONG MNWLW SNOUl2 CO EXIST. AND I' MOONKM FOR WAL5 WTH NO STUCCO. S O: I 03) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, SRICCO OR WOOD BOARDS BE FOUND ON 14E EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE VAIN STRUCTURE 804ND SUCH PANELS AW40RAGE SHALL BE AS MENTIONED N S. 1) AND N B 2). (C) M EXISTING WOQO�ROB-SPE61[ - 1/4110 TAPCON ANC14 RS. AS MANUFACTURED BY IT WYDEX. INC - /14-10 PMELW7E FEMALE IO AND PANELMgE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS - 1/4'0 TAG SCREWS PER N.O.S. - 7116'I r 5/r WOOD SUSHIIO. AS ONSTRIBUTED BY ALL FINNY SCREW. BOLT a SPECIALTY CO C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE t I/r AND 2- FOR ELCO PANELWTE PLUS AND PMNEIMAL£ FEMALE ID - C 2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNP S1NLL BE • 1/2- NO THREADED PENETRATION INTO STUCCO SHA. BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. C 3) MNWUM EDGE DISTANCE OF LAG SCREWS. ONTO WOOD SHALL BE AS RA CATED N NNIS DRAWING C.41 MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8' 1/4' 9-20 SCAM USED SNAU BE 1 1/2• LONC MNNMVM SHOULD SsS=0 EXIST_ AND t• MNMUM FOR WALLS WITH No STUCCO C S) N CASE THAT PRECASI STONE, OR PRECAST CONCRETE PAEL,, STUCCO OR WOOD BOARDS BE FOUND ON THE EIIISTI4C WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHAH BE AS MENT04ED IN CA)C.2) a Ca) (0) ANCHORS SMAU BE INSTALLED FOLLOWING ALL OF THE RECOIAWNOATIONS AND SPE.CIFMATFNS OF THE ANCHOR'S MAUTACnNER 6 PANF_S MAY ALSO BE INSTALLED HORRONOLLY FOLLOWING NS'TALLAPON, DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS a THROUGH 6) EXCEPT ,HAT NE4OERS Q aim SHALL NIGH BE USED 9 iT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS Or THE STRUCTURE ,WERE SHAITIER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONIY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BIIRDINGS. 10 EACH REGULAR STORM PANEL ,WTI, LENU•THS OVER W-a THROUGH 12'-4'. AS PER SECTIONS 6. 8. 9 A 10 ANC ALTERNATIVES SW, 9W A TOW ON SHEETS 3. 6 a 12 RESPELTNELY, SHG N NI HAVE A LEGIBLE AND READILY VISIBLE MARILNSTRUCT,NO OWNER OR TENANTTO SECURE PANELS WITH APPLICABLE REINFORCEHEM DURING PERIODS OF HURRICANE' WARNING I I THE INSTALLATION CONTRACTOR 15 To SEAJCAULX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS OWACT WITH THE BUILDING TO PREVENT WIND/RAN NTRUMN. 12 STORM PANEL INSTALLATNN SWML COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND IONIC REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERM" IS APPLIED TO 11 (°) FIRS PRODUCT EVALUATION UMENT (PFOR A SPECIFIC PROJECT , WHEREE THE SITED CDNOIT*NS DEVIATE FROM PREARED BY THIS ENG94EER ISGF1UEf6CTHE ,ANo OCRS NOT PgONIUE INFORMATION (b) CONTRACTOR TO BE REV-DN5IBLE FOR 14E SELECTION. PURCHASE AND NS'TALIAIHON INCLUDING LIFE SAFETY Of THIS PRODUCT BASED ON THIS PEM PROVIDED HE/SHE DOES NOT WYMNE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT STIE IS THE CONTRACTOR'$ RESPONSB9T' (X) THIS PRODUCT EVALUATOR DOCUMENT WILL BE CONSIDERED HNVA13 IF MODIFIED Id) SITE SPECW C PROJECTS SHALL BE PREPARED BY A FLORIDA WGWERED ENQNEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER Or RECORD (E-OR.) FOR THE PROJECI AND WHO WILL BE RCSPDNS lLE FOR THE PROPER USE OF THE PE.D. ENGINEER OF RECORD. ACING AS A DELEGATED ENOWID1 TO THE .E.O ENGNEER, SHNL SUBMT To THIS LATTER THE S"E SPEC6F DRAWINGS FOR RENEW. (I) THIS P ED. SHALL BEAR THE DATE AND ORDINAL SEAL AND SGNATURE OF THE PROFESSIONAL ENGNEFN OF RECORD THAT PREPARED T 14 SHUTTER MANUFACILRER'S LABEL SHALL HE LOCATED ON A READX.I M51aE LOCATION AT STORY PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA OUILDNG CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEUHG TO COMPLY WITH SECTION 1709.92 OF 74E FLORIOA, amo9EG CODE THIS OaAIFRxU STALL OrAY BE USED TO IIII 1 OBTAIN pERY"S N THE STATE OF FUORQA AV.. INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR CONCRETE OR CONCRETE PANELS(j) A (1-A BLOCK STRUCTURES co.m ARoNm OIICAM .W."ORs WEDS r a-oDaNHON » CONCRETE NlIM tEY sJ (Sam W�,En a T1aIOLMNw » -E.D.-- CONCRETE AN0HOI6 aLXeDAt all 4 ElHslnc F'OUIPEp CONcaeTE aEa rEO, IXKTIIG POURED 1 coNGEIE REOInR6 1 1 • 94 sEETa a n-Qo, £� �+ 1. 16,I - - ONA 1■X/I7 ant '12- . , • uH"'' 1,�nc�. ,/4• .. T , `� T'` ?` 11/N•T.- r > 7s - su a rt 1 OUTING 2 I 1 /� I y y R WE0. EIOStING POURED •.r E0' I ..W[D,M(D oN. \4 I < iN,4 R 1 I v toNcatrE R[quIRED:' o.:A - ,1 It i f.. Y,•.. 1f� 5Q 1aXaA[ 1 •-� DN SST l I W'ro �1 '. �•.,. .. _Dqr : t gNp a I lVpY gRQ�a IEIF SW 1 .. I t7 ,/roc _r--'l•J °$1 iN� NuWv. I 1 91F ><+RMA a H ' six soma 9u wl ' I I v nNr ', I 1 I I a�--j ; V -t WEER W TFOP W , 1 Vn. t VV,. 1 m oMln _ S R' i - i i y I 3 AfW+e aAs'�j 1 .. I 1 I I y I R 1 1 I € A" _- - N ,HF7�, 1 i 7 1 � I H { ant 1 I Y E0 i ' ' i -_-. I'�illH � i I O,te I FA.4 I _I iWo I r Aa� 10 CONCRETE OR POURED i- COWRER BLOCK '- i IAII e I I �a I 1 .2 1�- aC 1 R �N CONCRETE OR :.:._ EXISTING POURED EU `,*`.- EXT511NG INJURED E O I ,,2 ,/r " -.. I ,-; I r _ -. REOURED }fT 1 ,a 1/r OC . ' I - - ,.. ., .,{ -. H \ I CONCRETE BLDIX REOARED 1 E , CONCRETE BLOCK .. - , REQ7aE'D. I E :- ,/2• f H 9% 6 I EXISfIN¢ POURED 1.N / y.,.JL— -tl` _ _.�/ o REQUIRED •^ED. (A L'a-IMF)CONC� WIKSETE i W. °Q!- ApQ.PhD «■/ SRa-- 7 E:Na -(M+taH.. a O ANaaRS (SEE aOEOAL DN - AACHM M SOEONi ON .) rAr. ... «-' . P mKaIEIE ANa+au ,• „�„7�•11 (SEE 9DdQRE a. ti oN- UTA • F• eC SHEETS s SCHEDULE IF THROUGH » SHM75 a THROUGH 9) \ O Em a TNROUGH s) SHEETS 6 TNIOUGN » SCAB 3/1W- Arl 11iL7oL VALE 3/W-1 SCALE 3/6-,' SCALE 3/8-1- r. _ .. ._ 7 -- - - - -- I s ED. • EDGE DISTANCE I �j a/°' (SEE SCHEDULE ON wmaw19FF i SHEETS e e 9) I m aAFa I I I a I 1 N « I 1 I�(( NDTE FOR caMauAAtb)1 SrCTM'1N5; 1 'Ir 0.Ca j bi4 I r tl 8 A�,NNENIINIFAAyr� A. T! TOP a BOTTOM MOUNTWGS - BE COMa1HE0 N ANl• WAY i0 SUH ANY --L- ,EA .� INSTvunoN e. \.. ' ? T H r: ;; Q 4 rp'' CE 9 �' .''..�1 3/ REQUIRED rt.-----1CONCKtDANd- •, z *. • * % i FLORIDA BURRING CODE (Nigh VelocityNurrrLwme ZonCONCRETE e Wmaon16G0. W. 20 GAGE GALVANIZED STEEL STORM PANEL WWNn'eC -Ma SOCRIALE S-tm a D" » �.. CEILING i o• RATE ' * _ Onto GLOBAL PROTECTION PRODUCTS. U.C. w/A. t. AND M;/ �In ~ 6m S.W. St %INV ft ^W.L 20-176 SCALE 3/Mt• NAL 1; IN ,r;, 0.4li ,w -N. OW)VA Oft AEA, (aWA)MO-mr r D-Mw,W 41vs. inuelW w E N-C%DR A TIWI N., PE aAN*-W - awn a M 1r COMPONENTS FOR REGULAR dt LIFE SAFETY STORM PANELS (SSE 1/2-I-) -.__.-_..__......___ _._ _. __._ __ ,5.196•(TOTAL MOTH)____-... _- ____ _. --__- .--___.- - _ _- _. . IS196'(TOTAL WOTH)- _. _ _- - .- - - - __ -,2.500• (EFrECTW WOTH) _ -- --.. .__ _ - - .-._-._- _____....----- ------ '- __- =- 1.3NT+0' --1.3,S0•- --/_LBO - "'I-sw .\..500' r--._ t � \ / . - / 350• -- :',. 0.03e MN. THICK ^-1.350' -' ,'-1, _ _ __ \�\`LFI,. _ _ _ _ OAL1R11KZED S1FE7 .� J .- T' _''' . - �; •_ ,' -6Al `y1_,V,• --r' GRADE 50 - THICK / NOIMm • T- /A _ O.O.i1S' MIN ,EAI1E7) �,�N� j - 2657' OWVAIW2W SIQL EODE 1 ! J 2.65Y G-60 GAY,' i 2. ' ' ' TYP \ ASTM A-11" 2. 24':'✓ , TYR ` ' ' ` T ,24' •EMMED DETAK NtEAWED I - GRADE 50 AWIOeAN AJ OEFAL � _ � EUGE • - EDGE A-' G 60 OALY -L _� LIarML L- A 4e8 LDETAA A 48.8 ---.----I ...- --------. -. - ,.350• N •--LL�O• I , T STORM PANEL 0 END STORM PANEL - - .__2,tBY � - -- / .' ! Sr . 1.250• - 2.11ir - Hwl'tS BVD tAP ! '� H 'Do. E a I 125' - 7�., 1/{Y-m. +/Ah-2o. -_21: W/ wKem E00E. s I ., t .100- A a 1,250' , .MW I 1, 125' JSOS4 �„ SS RMY71D -,750•- e-ooA' ��/ 4 I aw �) ( - t12 Ot•70 ANGLE • -1,, /to.WIOD( r O.C. ,2 t/] Qt�.q` I' 3.375" .093' .003' Tow T.SOp'-j,1.900',i: 2,25'930'WO'sIgi �� i �0230• `-..- t,t25' .D93" R G 75"',1 D"., l i2Sl .A , ) r.. _ 1, - "l O ID. .81a 1 tT5• / .1■O• / 1 - R__ re in A R I_34r< _. . 5' MIa.... _. -- .. - ,__T.S00• I.500•---I ISOMETRIC VIEW DETAIL A aW _ ROUNDED CORNER O ENDS OF PANEL'S (�-2.000'-....-_ 2.000' END LIP W( HEMMED EDGE. 11Ai RO •h" 'yM HEADER HEADER 0 4) � (R ANGLE WiTH STUD @ AMU WITH (N.T.S) REVERSE STUD I - ---`L Wags , sit WT. 1/14 a 2/,a .374' i--i I _ •�A•' - TYP TOP EDGY OY6' .-- . 7SO• -- 1.. 1. 1 .180. � !I: 0' r tg'- /,y-20. 304 SAES - !.]90' -0F PNIi .IRO i- To .407'1.063• .37r _ L3. •_ ( I. -H.2_-M'.�8- Aw I A. i 122,,/2 0C 11 ,.a71' ' 1.871' - \ 6—, 1 t- �' 1 ,I.. ,.343• R-n- 1'S00' _• .625.1 r- f ) _._ 1..._..t F-- 1W'Y HOLE PIE H 003' t OI S.f DHOW AM'OCATION ID. "OVEThII .BST ; 1 , r --R•, 1-- .I ! 1 ) "Dec{ 1 . AIN .015' _.J J 7.T100• ® KEY HOLE WASHER M'• -- x.o0l)•----'-11YR) © -F- TRACK ANGLE ® ,�[AM 'Fr TRACK (� FLAT PLATED Oge WITH STUD )OOOOW - 1 !•^ ill, A. Tr(1 ,,..• Mi 1S• IDI4G GALVANIZED( STEEL , Y ;0'et �,Zj /T✓ 9 (oe3' yam: ' JCENSAE '•.. .375•0 :a3e a .1T75'6 �; t - �-'' 44167 3m i . No. _ ,', A _, _ __ _! I - 8 * * : * FLORIDA BUILDING COOS NI VelocityNurricona Zone) 22AAWyACC NICKEL "P. 90n0M (• • • NPm TucYo. Fc rp 1350'5'- = .1e75'-PIATED WING NUT L00[ a PANEL -OO1. • 20 CAGE GALVANIZED STEEL STORM PANEL tNwN fill. KEY HOLE •STATE © IFS •0 "�'�' GLOBAL PROTECTION PRODUCTS, U.C. 0/='We '-'--2000' - _- a� /W W :_ • " « &NI_�' AT PANEL -"AN /Qt .-' IL EY tV/ INC. NW a.W» sww f awW. R. su,4 ® 2 X7 Xt/4 /AT9NNTNEY, USE "a NIn Wiw d7tp I E.M.. 20-176 ALUMINUM ANGLE Mmatmac aw" W/ ADIXTIO NL Mw A- - a t- rma M rNw NOM; OM+IEw-... oiq an-,aW .4: IMW aI-,v, • 71r.3/3r 1WJWR (SLNIAs 6 w r ar a,rr rF wwa w a-VIOE7+s STEEL OR IFbIEI PUTFD sREI). x BALL/IOMItAW/WTF MIIEEO A T $ Y. PE "•AAA - - t INSTALLATION DETAILS FOR REGULAR PANELSC] 5t ('1% EM CLOSM OM FOR INSTALLATION IN POLM O011KM INTQ EXISTING POURED CONCRETErQR CONCRETE BLOCK STRUCTURES 014WE BLOCK OR HOM ,ylA-W ON PANFLkum ,mu a rANarEIE ,,,IO„p,s '::• ' w� A• u VAUD FOR RECIa TAR. Lff SA M AND E Z HAN(' SiORIEi PANEL SYS`IEII nVRLAWIR PUR OR cr TIT► -aft _. -a sa siDaDLAt ON SE[T 8 • » M�Etts a„aoI1GHULE SIGNEDa » �. fi'•-- I' _ Il 1 \� `• t ` - r %2 ,,,� r ' 'I 1 I 1 .W �ePNI-A rI-! 1. POM - �- AEI ; F.D. �J _.. TI-0 i 30 m.lGa R ^ ��E.D. ; R / •� ..ee+ ' •�° ' CO- FMY-6., Jrrr I e ; $ cFF �7 I H- 1 "� 1 EXIST6O PQMED t A�HFpw.1.i,Af - �..�N. tm•I CONCRETE OR - 1 I tent NUM 4 1--We, OCONCRETE BLOCK a REQUIRED, ` Cl) _:_ r - E '^'•1 l SCJLE )//6.Y y',�I�' aAN°,' _. _,__-. WARIAN, I. I II t I W%aPaMi°• ue1►4""1 N ._71/r SUITE 3/16-t' arts ��FroN�wY Mtt9F0nH aY r. a� i 1 ,pv., MrIIL F.•14.-ra, AAr A,N=1" s AOeI a ,r I m,PIpF� Y.t Yh btiN�.' 1 Nam.• ' I taw-1,Wl ; ,•' A ___ NWT[ /�YWW�.I I ,. 1 �warr.,e„ w-�' W >RE FalaNA 1 tYAof°N (11-0 �` I 1 " i i j 6 r.r.- �IRKIR-ib.Il, - w3� g r . 'AM IA.• r 1 1 ' 4'"sDNps w /A'I -IT •--- i r�sll Rai �T - DIMING POURED E.D. It I •lw 'pI .u, CONCRETECONCRETE an ; i1OOK i FxsnaG POURED LD. --- Q9GALtC4Pa h) CASE D fPIANI 1 CONCRETE FOR f, _ . _- SLIME S/,h1' N CONCRETE OLD" 1:' CALK-N OR PAIELWR . ;: .... ..... -. i / /Ry.�3}' _ Rys - - - (.., H N--..3/4..-. Mi RYR. r at. r pt, .- J FHAE a AND AArtI/Ili[ ,• CONCRETE AWCNeRs -'1' .W,- � ` . IFeW Auulm jRR .p1ElA�Fas /; O �•' :• .:�� PUS OR O TAD -OW, (M SCHEDULE OM ISM: SCNEDAES ON sxF[ts 6 TBIOJOH 9) ;;; eri - - - - ' . ., .. SRIES 6 a a) � Rg - AIM DNS 5 SCALE 3/8-1' SCALE 3/a.1•--QIRI. A � � Ie.. b \__y - Y°- _ aacAR A o AAKWU .-EDDE OF ETOSHRIG • NEW , rED.. EDGE DISTANCE LNG . X i/e• - OI °'® �... ODR i' NE5 TWA MUMis . TUBE (SEE SCHEDULE ON f`AK F (fILANI . EIOSTRIC STUCCO/ PT WOOD PLATE SAILER - ,i SHEETS a a Bl ,h7 3//a.,' -a t 1 MN II'' 1WOE . VARES , 1/8• NDTI FTM t2�YMllTdi OF SEL7a)1F,I: ALLY. TUBE OR 1'. VARIES N BE WOOD T CUTE SPKfR i TOP & BOTTOM MOUNTINGS CAN BE BEHIND 77GCN I CONCRETE ANONORS fPLANI I COMBINED IN ANY WAY TO SUIT ANY C"Pm) _ ••, 1 uT. 9HEti5 a nFIouDN� s)� ' INSTALLATION. SCNi )/Is.T' A. . EASTONG POURED + AwX wNm IarN W r.':' r '•• ✓ FLORIDA BUILDING CODE (High Velocity Nurttcane Zone - oaaE1E Noah - ---.-. CONC - r. s"mI ,IOR,T To -'•. ETE BU ntx 1nvoLal 1 1/2' M6n. CONCRETE aOGt -' tOUM DI aWFAA 11WN -A" "Lmm WC. ,•P. ON WIT • W h 3' m.. RCOUXRED ,WICK, ,[6I. _ :• 41167 : 20 CAGE WLVARI2ED STEEL STORM PANEL Comm aY SECTION X-X i * * /--• �� a, SCALE 3/8-1• S TEDf.{�'-� Lt)BAL PRQTECTION PRODUCTS, LLC. I �,3�NOD IO DETAIL FOR SPACERS REQUIRED AT TOP OR'•.ICOrat• wa al SAET BOTTOM TRACKS ADJACENT IQ SD=/WOQO BANDS Ty ".. RIOT, &q~— • 01W. n• 1S71A 20-176 • �'•. • - low a w 2 YAwM «Imo a A7N- n=N=: (HN)NI-7Wtt rAc (wNRIW.a:Asw.. OFR GI-0 OWAANo N. 0619 r a r wAL I/510a1T1WE/(A1E ALTER A TRAIT .N., Pi Y i1• MIST b M 7I PS4DIICT EVAT,UATL0"J MS$T NO. 204727 01 3 5, INSTALL TA ION: 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, f 8 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. VATERIAL CHARACTERISTICS AND SPECIFICATIONS; Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7 LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tllteco. Inc. and signed and sealed by Walter A. THIN, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Cade, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TNilt, Jr., FIX. (Florida License No. 441671 President of Tiitaoo. Inc. (Florida CA-0006719). 1M10011N1r ��ACENltir�� s, c �7 * :*E WA'ALL - ��,p D_I TILTECO ADMON RECOR081 P, E. REPORT.20 U OLQUAL P. 0 - p TIMID L* GE GALVANIZED STEFLSTORM PANEL(DRNGN20-176I REPORT020,411' C�i��'-'••. O ID ' * ` *,H'css/DIVA - *G•A�a %M411AABMNNIN 1/4. 2/4, 3/4, 4/4. 5/5, 7/5, 1W/10, 2W/10. 3W/10, 4W/10, 6/5 5W/10, aw/11 & 7w//1 Y - ---. - _ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 0 a 9._..-_ P MAX "I' CAN .---N FtA WOOD SEE SECTIONS ON SHEETS 10 a 11 - - ---''-I, M._ 6 0 0 6 D.M.,(2 . 3Q.(�+i4&Jr -�--} - `'r = r -r r I--T----I � ,7 -- ---r----'--I- -1--?- r 1 ®+o ®+@. 6 I I I, I I I � : I I I ' I EO f �- l i - I- L _I_ - -, -, .� .. --1 1--- -�9 - T T T. {III I ll i l l I! '1 I II14 i I W i .I - - _ _ _ - _ _ _ 1 A I I I I 18OLTED PANELS W/ 1/M-Vhl- I IUNBOLiED PANELS I '(SEE SECTIONS AS I i I ' I I I :S.S. Y.S. BOLT W/ 7/B" . 3/32' r ' 1 I j APPLICABLE) I (SEE SECTIONS AS APPLICABLE) LiG-1 i_ I 1 l �_ _�_� .1. - I -7I _ i -L-! ,, I I -� I -� I I I I I I '_-� i ED I I N I 1 i I � i i I I D.M. 4 •+ i- I - - I._ ..i _ I _ - _ •(@1(D il- --f � ' pl jar C, ro 1 t �/q��N @-@. / ®• t", I 1 - 3; � - 1/4. 2/4, 3/4. 4/4, 5/5. 7/5. -' 3. � - 1W/10, 2W/10. 3W/10, 4W/10, 6/5 SW/10, 6W/11 R 7W/it ... - _-_-. _ ____ - ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 8 A, 9.._ MR WOOD SEE SECTIONS ON SHEETS 10 a 1 t ... ..` REGULAR STORM PANELS C-1) A fk ELEVATION NT.S. 2.07' Ile Mm. CAP (M R. WRW -1 "of VALEW) MAX/ GAPS `,� p Uri -� 3 EN FLORIDA BURDRRG CODE h Velocity Nurricon6 Zone) i NO 44167 RatioTplom W. 20 GAGE GLLVANRfO STEEL STORM PANEL F• orI ■A * SECTION A -As *'•. * '�: F,/-/-Fe GLOBAL PROTECTION PRODUCTS, U.C. nrz. TILTS. ? 0c ATE ; AN 1 L E C O twW .m sa $1 STIM ys�0' Tw W-. a a =13 20-176 .)nv-. q .E' >rw -, H- s ter. m - n N,- woe Fa ( )WA�TN -.A. (t•N1ri ... ,Nw . AWN FT-M1, Y.: aNq aa_,M, — r fA1NNNFK M.. •�I ♦aAA-VVi'0 N /DW 10'lIIn A-WruOFI/1� PE y - Wm s O Es INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR PANE_ CONCRETE OR CONCRETE Cb dE diA BLOCK STRUCTURES ANCHORS- FOR CONCRETE SEE SCHEDULE ON SHEET 9 OR CONCRETE CONCRETE EQIICONITO CONCRETE BLOCK R4U�0 OII CONCRETE BLOCK PQUAC.ED COrIGET[ ON 41ED E BLOCM _ .._____ FOR WOO667' 5[E SECIONS ON SHEET 12 - . 3 - 3. mF' REDIARm _ lect SOMDUU ON REOIl I - �pwu n AAN 0.M REI%METT _ CONGWTE ANCHORS �� OENLM -t aHEE VAL+E17 BB'M , Eli.. SHEET 9) (aFt 9EUiFDUIt O1 SIM 9) 9O[wtE ON S,IEr 9) LhL ao,IWpYAt _- __ i 1 r:: i J_Z , i E- J,� __.._' I: , ,; I, .. e ',I ..-I.1I i I I �� _ I 1 I 1 1 1 1 I V I rGW I 1 7• E4 , i� ED. ; Wi ED 1 Q) __ _ WW _L _ __ e ,. ' I I I I )�(1R� i . �S y� r,�rUes I �w n w 1I,MR«uuv� riai� H-' m Agee-f i o I PA-0 Li F ey 1 MI M i i i• tOlAuli ell ' I tot F) ^W i r • T'- I Ii 1 I I 4X R I ; 1 - ' - Solt Fx1 lit 60.A N/.. 9 ,7A'A ... H a XWFMWo ,, IS�H6•AR1s «/ •1win I 7L W5 (FW9 TRUE tFAON i_ -_._) W R L T Is/5s•A9aT5 w/ -..� INNO MR aVpH I- - _ L I Or C 1 I , '*" f I 1 ' 9 '�A , i=A 1 W li- 10AWeAP I 1 I i I : I I - _. i -. 1 r 1 � -- I1 I ill f I- i— aU6C_.._I * of i- ooXt�p�� �. PIAO-1 50>[ -1.Ym. __D.W.®at® IW 1�11a ,•Wn. OF X :.... WAX I /7� MAX r LY OF 'L' i'C:o :"-: ,• MIn. _.- __.. - - ANCHORS: FOR ON 0 _ _. , I` ,: OR WOCONCRETE fOD SEE CTIO�INSEON 5 /tE2E'T E.L 7'ft3r I .j ED. ; ED �� REGULAR STORiIt PANEL W4� rvAIrm 6 is L ( Vr oc ' ,.1. Lc-- i. I }-� SCALE 3/32'.t 1/4' MAX, GAP T r k_ _I N .` . 7 wG' 1 - 2.6r ... it/4 . M. ._- - I _ 4/e-20X3/4' S.S. BOLT ,., w/ 7/B•.3/aa• «v«c NUM ' i_-_ ; I (Wt meop -, sew wta,,n �'1 --._ -,:-_ N.. -- -..-...__—.--A U9_s-. A :. ANdlm6 SIAOKfED O 12 I/2. O.C. AWD.M ., CONCRETE ANCHORS (SEE ScHnowur ON 5 1 aj .. _- .. _ - - . _ _ _.._... ,/4• MAX Gild , ('jL - - - G „-QORTSOF «r 5na (SEE SCHEDULE ONSCHEDULE _CONCRETE ON � 0 S.W 9) uP0 Nm ECDTHc9flE a �NSEdEi Nits SECTION A -A fTvn.l PgyµO CIOM�tTE MDOI -t REQU -_"FOAM DftVT OR SCALE 3/32•.1• rrSA-11__ /A_ 04R CTA QUNTING SCALE 3/5- I' SCALE 3/8-,' SCALE '... `•�EA A 7 lMy - �Y...,CEN.e .' ✓p FLORIDA BUILDING CODE With Velocity Nu cons Zonal E D. -EDGE DISTANCE (SEE SCNEOutE ON NOjE FOR cobdiNAnm OF Rfr- - T� a B07TOM 610UNfiNGS CAN eE ' NO 44167 '. _ .Imo 1UFW. We 20 GAGE GALVANIZED STEEL STORM PANEL *j. __ _.. �t GLOBAL PROTECTION PRODUCTS' LLC. = * ; S TE 0�.' '-� �I L E C O 11 aR ■E w�� SHEET 9) COMBINED IN ANY wav TO SUIT ANY INSTALLATION. 0 ''., F �,� AMC. WNIL FL'AIIA 11{OP; y l�+ %` Ay Ss� ANY aI. ,Iw -- -,a MN. eA1tI a AI4I -IOIM: (SEF)tEa-7516. fNl (t!4)Ma-a797 II-w 20-176 N' "11IA11j1 : aFW>"oH-ona�T;� R-o F» An n. IrAW r A�NI r wN9 1M 1111N TU4%D"T *%M A Ilan N. •P7t It• -CQT W 0/ YW -6^-.'0 ^W W = Cn -Cu O U N L O 4- -a O a) c 0-O CU -0 Q- .0) U CU Cn CU II a = Ca � � (;q a o 0 0 C CU O O CU U- p CU CU -N '6-' �. to C6 yO - CU Q ..Q -_ C/) Q Z W J 4" h ca NJi.-I.... C2t:Vi 3 tic ca a) a) E , c C Hy— - --CC �_ i M AD T .brad 3- W C M ? C= A! T y C tC CD Q o III CD -C U I ICU L (/L CL U 0 Q- V/ � I1�1. MTV W W a Z Z Q J tl SHEET N0, SH 1,0 on draw 1. s •` mSW4 t>I)KOR"T Aw"m sear M • N . WALL AND FLOOR MOUNTING INSTALLATION FORS • ' . SPLIT PANELS W,6wg/at p A, "-" r'A� ) y) ra w Nwf • 1;- -9 , e m t-.•mowAl* �• ia. a aaROw _ - - -- I - - - NU LNN InAta,R ,. irw ve, i w'OLon _44e/,wTwYrol� 1 I11 1 •e �, r.�,vwY ALP/•' 1- .__�•__- -wP 'at a ,sue1/.- MAIM 1 2' x Falm 1Roa t� 2 a M YID ti/ STALE 1/41-11 ON a Wet a,r°V°a) MULLM SCHEDULE "m MULLION S m (F0 • REQurED MIn YUK WA4mN » 2- . 3' . 1/r 4'-d' TO 3'-r Y . 4' a 1/a' Y x 4- x 1!4- a,oT Arnalr/ \ / Ian II TsnoM2 ,. tAtIA 4 • M ��J-_ SKOT • Sp C- AUp p • I1P TO i'J6.OFOgR AS_D,)2.O pP.f PRR41RF RATMo SECTION 1 » fMA�LMYMal�slo� NiENcili 0M1[M CD SORE 3/9-t• ROTE: MINLLION EIN ALSO M6TALIFD r/0 StORV PANDLS ON TOP m 6r7TTOY 5tl TINT n IS LOGTED AT TOP OR BOTTOM OF OPEAR4 {ONE PANEL OPENMD W/ TUBE TOP k Borrow) 1 ( : aoM , / �---�. .ANCM • ree aMAm4r a w a1u0 ' , �t� I �� I �� I i �•---i—t�� 1 I � l .. L---M• YW1011 YN1 • wH YM1JW ® \ 1 \ SPLIT STCRI fl fIfVAT([fM �, Y_y We SCAM INSTALLATION INTO DETAILS FOR REGULAR EXISTING WOOD STRUCTURES PANELS dt Ia aMIM Yaa KaeWl�"��' - (�aF•,P 41aN - ,/f• W IMOa •fir aL aAW W WsetsBYRPY�R (!' 4 _ w W Neste. r oc •/ ''- ,/r. w Ftww • r s4. a - ..w..iMWss-w ... IMm, r-" y,I olu�iwre tam wm. , 1 Fomiam1ORa"nN _ _ • KtWwMP v am,r.agwrA. • �'� � � �� - - IA�i+�•,A"i•1 a R' Rat' " I•n,R a mess I,a,RR• � im i - • i _ le GAN. E w awl. ,HALL I i f ~ 1 j i w SfY/E_ 1/4• - 1' M �ri r% at I r �° ' Y►' •om aml 1 �� -, d i rla,m� w IR•M Aaa,ADAua® � i ,Q�4! IMSTAI I AT1ON - ALTERMATIYE 1 W � IN •lWb • r ... , , W'i. nP""+Y. m M a MAT[ r Lw PrOa • r • - - _ _ - . , , r r, „F,Wern _ - -. -... •P• naw,w - ._ ._ SCALE: 1/4' - I• CEI I/IG Nt F1110R MOUNTING WALL PLOOR MOUNTING WALL LINT IMESTu E ATN3N - AL MAUVE AW INSTALLATIONS - ALTERNATIVE SW (SECTION AT TOP IS LASTED TO +SS6-67.0 MAX. SORE 1/4' - 1- INSTALLATION - AflVE 2W A.S.D. DESIGN PRESSURE RATING) SCALE 1/1• - 1' SCARE 14' - 1' / VI. (1W1I I m•w,/II•aC i� rr m aRo, •- ar ANWm P F,m1 r1•� .. /�r,•MaCSWa•- •OOKaa Fe� ,Pe Raol NA� fLDON IIOIIN1m INSTALLATION - SECiOOM 4AW SCALE. 1/4- - I- 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO -72.0 AND PANEL'S LENGTH UP TO W-8• �a��.••"••••�% •' •'�� FLORIDA CODE Woolly Zom +55.5, P.s.f. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN ZT•-y1; JCENr7* BULLDING N(h Wu one egos A1Em MNc20 PINE N0. 2. W/ SPECIFIC DENSITY OF M55 OR EQUAL =E No.: GAGE GALVANIZED STEEL STORM PANEL NOTE FOE COMBINATION OF SECTt13HS: s ST �7 GLOBAL PROTECTION PRODUCTS, LLC. TOP k BOTTOM MOUNTINGS TO SUTT ANY '6AA A DASL n 333M 20-176 13R• i. « Tr •Arr •nreN n ww F101E: [a,4km-Tw. FNc Ma)m►aN7 COMBINED IN ANY WAY INSTALLATION. ISS�O ryryFm I .n•. tlPl MA-H , OP •n-Lan w r •w r MIANC W ,tYLTq w TLUT'Jr., r.E rHr T6IOT to r O MAY_IMUM A.S.D. DESIGN PRESSURE RATING (p.a.f,) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (Iron DIAL, tryst mass -6.m als Yvmwe P4•t •ea.•r,• 1 MM, ,n eN u,CstR • A w AI MATORM SSA. D ,L W r r Al,w lgxt a To at PLWEL OtPOnRP A3,RNp1BL� 6 wr .SSA. -72A r-S, OR Los 2 1n- U NIN LIM , YM a A 7 •53A -72-0 .7'-r m r-A• U.. 2 3/4- RMBOL7ED I TMW 5 • T -MO. -Me W_r to IV-2' Na 2 11r ' 6 .43A. -4Ao 12'-V m LESS 3 ,/2- • AT fNE1BlPf "�M A a • ,o • WILTO r/ 1/410-20i' SS. sly A WNW A7 WDIIAP • MMJ) NH O PAWL IY1LD ONLY FOR PANSISMe 0MISIM,aTrIR At PER �LTIOaS 1 THI) 7- ON SNEr1s A • M %VM" AS.D. ors" PRESSLOtE M r) wx wM A emm vitam I" Ea - 3 ,/r APPUCA" m aeenow; P k i Monism nwBL W IO- OF � i TM 1• tn•1 Dralof CF D6•-GRIP gUMMI, pwdxm DC Few O PAM MATE PLa m OOK em To m comoca a To to Ca„otaR To ONNaKR TO CmOiTE � m 00.0" TO n SLOOK IF NI N/A N/A r M/A 1• r MIA WA r r r e' 4r r t (WnoM) r N/A N/A WA a' %/A M' WA IF IF WA WA WA r N/A r NIA S' WA 2 (BOTTOM) I +3S'_S, -12A r N/A WA W. e' NIA / r N/A 6' N/A 3 e . tTaP) t r-s• an uss oI � •n r r WA N/A e• a' r v r r 3 (W-Ge) r N/A. WA N/A 6- N/A 6- MIA a• K/A 7 M IF 8 N/A WA r e r 6' 4 A 7 fBO+TGM7 b N/A M/A 12 1/2• • 1/•' ,2 1/Y 6 1/.• Tip- 6 1/r 6 ,/•- 6 1/4' 3 (tw/marro ) m son W k I I I" MONOIS Tm a woe" FAR PENLLAAaw Mm Wm (MIRE BIAOMY ~a AIK310t SPACOM AND w SOX OLSYANR AR MDICAIEO m tM6 lilamlLE FOR EA- LESB WPN POPATO ON sallau am= APOM SPACING BY INLMI.MM BLWCPM sow on 50,m" BY DIE FBLLOMS FACIM FOOT THIS OFOLA710I m 6E POmw RWLM aMCMO OMMO Wm FACTOR Pat NOT N {EIS 1 YINrm r'AC11N Wr4YJLo FOR EACH ANCHOR rVK At ANCIDR9 ,SGEAA. 71Mt 1/4-• rPC,e 1/a•• O<aV-�WIF Ile. In1 1nS1 Oru-w I/r• fusQ m" mom. rWOn PJ 3 3 ] ] a r/e J ••,3M3•NfA ;n.wr P.) 3 1 ! s 1 3 ,/2 RAH"] •t a yr OJ 3 3 3 ,,* ' ,.* 3 ,R OUL n � umm IBD�R I/Y x ss y. rm- 31 ,AO ,m A.m ,/4' LONG swm &JIWC W/ +HY-70id- SS wi • e 1/r O.C. FOR Run UNGIHS UP to r-0• AND a In- OA. j FOIL LDOPIS UP m r-r It— 00 N,•-10 M1E3NA7[ f91NE 0 OR PANEMNIE PtUb a - - t�1l 13 1 0. C. wrrM , I1. W. TSWACC _ ,� TXIN m NEAOErt FOR ALL I0cm - B-e'- 1 i T'lluil, 1 i 1 � 1 1 I N 1 I vame 1 SEE Sc1ED LE ON SHM 4 ; r S AK" TO PLASS E0r Enl 1/,' 10.. 3/r LONG &UM BV9M0 W/ 1/4'-Md• S.S WA a 6 1/a• OC Fm FAIR U DBMNS UP TO 5'-0• AM s ,n- OC Foe umrel UP m r-r ,AN. Y i I OR N14-10 PANUAYOE FOWE D on PVO MTE PLUS a t2 '/1- 0. c. ver" 1 TKV*= PDVM%I M At wOWOtN r EYHIwm sm PULE MDR ILL LOmRw II m r-.1 Ma. ALTERNAIM IN SOME 3/6-1• INSTALLATION DETAILS FOR REGULAR PANELS CI) & CIA INTO EXISTING WOOD STRUCTURES �I, -i/�•1 �saMW! • r p.0 R/ . 11� �'1S to WWBAmScmFWE1MD1011 omdlNO w7o1D.-,�''""- , .•a- µAL I I{I. �i t E01 3 aFr. E. I ) , 1 '! Wom .WAow 1 Rm„BLo I WPm AOBOR meow,BIDER i 1 � 1 maAlm �• +mtF.m ALE<WAI� �4L f E IW 1 ♦'x pL1��ME/� .33y F &ME 3/5-1' SCALF�3/6.1- TD GLASS i T SRya # 1 1 EO+ EC 1 EOiL_. uj d E01 EO i'' EO� � .t - 1_ ' Tao• •- esm ^.m E01. Yr Rmuma 4 0••. •NO w r of /• . w Pex3w . r on r AI TEQMATIVE EW ALTERNATIVE aW ..---, A`R IAw ,TeRAaeo ' 2;.•'«AR '; . wmWM r PLAu SCALE 3/6-,• scuE J/D.,' NOTE : SMUTWR TRACKS HOT SHOWN FOR CLARITY IBTEST 1• INSTALLATIONS ARE ONLY VALID FOR &RLD1No5 WITH A.S.D DESIGN LOADS UP TO +55.5, -72-0 PSF AND PANEL'S LENGTH UP TO 8'-6' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. BUILDING CODE MAXIMUM A.S.D. DESIGN PRESSURE RATING (p a•f•) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS � A 9 INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES twILIO ONLY FOR P0#d15 ri)k QINSTALLATIONS AS PER SECTIONS 1 T16N 10. Doi SHEETS 4. 3 k 6) mmoo Y moos smoo m tot SA . 3 T/r " ALSO. OFBLm IPKOK CF TM-G6P CARPI P/NELMAIE nDmi m PNd&MTE PLUS sow SET ANIUCAMILE TO SECTIONS 0 k MAN" PANEL PtWSAIIE M,SU (W.0 ro twlDa E m a711oK/[ BLDCT< m Cm nm m mmmm BLACK ro cmcimn To CONCRETE at= 7o eoNGETE m caMLTRnE BLOCK to Comemm TD toNaETE BLOCK To memm m comemm BLOCK ANY f-0NBMam of NIm umm. 1- 00 6• N/A N/A N/A r N/A 6' N/A 6- N/A N/A N/A 1 (TOP) 6' A. N/A N/A 6• 6" 6' 6• 6' B• NiA NIA , (BOTTOM) 6` NIA N/A N/A 6' N/A 6• N/A 6' N/A N/A N/A 2 (TOP) 6' WA, N/A N/A 6• N/A 5- N/A 5' NIA N/A N/A 2 (BOTTOM) 55.5, -72.0 6' N/A N/A N/A 6- N/A r N/A d" N/A N/A N/A 3 k 4 (TOP) >7'-S' TO r-W OR LESS 6` 4' N/A N/A B' r 6• 6• 6' 6• WA N/A 3 (BOTTOM) B' N/A N/A NIA 6' N/A 6• N/A 6• N/A "/A N/A 7 (TOP) B• A. N/A N/A 6- 6• 6" 6' 6' 6' N/A } N/A 4 k 7 (BOTTOM) N/A N/A t2 1/2- 6 1/4' 12 1/2' d 1/4' 6 1/4' 6 1/4' 6 t/4' 6 1/4- N/A N/A 5 (TOP/BOTTOR) SOLO, -53.3 N/A N/A 12 1/2• 5 1/4' 12 '/2• a //4• 6 1/4- 6 1/4" 6 1/4- 5 1/4' N/A N/A 6 (TOP/BOTTOM) '-6' TO „'-2- 56A, -710 N/A NIA 6 1/4- N/A 6 1/4• N/A 5 1/4• 6 1/4' B 1/4- 6 1/4- N/A N/A 6 (TOP/80770TA) '-6• TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4" 6 1/4• 6 1/4- 6, 9. 10 (TOP) 43A -480 6' 4' N/A N/A N/A N/A N/A N/A a" 6' 6 1/4- 6 1/4' a (BOTTOM) 12 tM IFS 6" 4' N/A N/A N/A N/A N/A N/A If' 6• 6 1/4- 6 1/4' 9 (BOTTOM) -4' OR LESS N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4" 6 1/4' 6 1/4' 6 1/4" 10 (BOTTOM) SEE WHIM 1a 11 AID it 11x1 ANCHORS 1m A SPACMW FOR IRSTALLAIICN INTO WOOD FWAIE DAaMa wkwm ANCHOR EPAC/AS AND imme" EWE O6TANCE ARE •WICATED ON Tl$ SCHEDULE FOIL La LESS INN .10"T A ON SCHFDUE REDUCE ANCHOR SPACNO W "IPLTPo SPAGNO SHOWN ON SOEOULE a HIE FOLLOWING FACTORS. IN THIS OP RATION To BE MMlME. REDUCED SMAWW OBtAINIO USMO =ACTOR SINLL NOT BE LESS TWA MIIRMN SPACRIo emOATO POR EACH ANOW "M At ANCHORS LMO. AHEM M TTPE ,/4'a tvcm 1/41 OF TAP -re• In-• s ,/••. Tn'- ,/4y _IM6WIE PUG --' - OWx-M -- WotD-aT ,•, ac.0 VACM OU 3 ] ] 3 2 1/2 f 14•AINI 0•s,W aNr QJ 3 J s ,/e 3 1/a ] An ACRIR fL N� NOW ► At T 0 E , t/2• as ]► - - - - 21/2' - - - m 011 r ,m TAM - tm U - 31 - - "', - Tm HID JIT INSTAL>_eTiON QETALS FOR INTO EXISTING REGULAR WOOD PANELS(l) STRUCTURES 1M10 INUYU3MTE PLUS (�i 14-10 PANE33MTE PLUS„` a !- 14-10 PANELWTE PLUS 4' w 1 7 B 1/ O.C. / /D' T74TEAOED P[NflMTIOM ro / THR[AOED FEIETIWOgl1 ro 1F000 ME p� 'N- � T/WRFME7) T¢3ETRATON ro E1tlSTM,G wow HEADER I , ETo51,NG 1R000 HEADER i l _ Ot631N0 W000 N[MER REOL� � 4 ` i I I i , N T/R'Yaa/ ..norr T 7 - _ .cA Yea. 2• nrM mA • TO snD • , Mer mt • tp• en f0U11RER , '' WOOD HEADER REOURED --3 u Uro; sa sor6DLAa m i aEa somAE m - So soNm'" m �_ 91QT a TOR IPA- >1I¢t • !m IF, sowimno 1 rfET • (a• M•. 9 %w" TV WAks m ,ALAS + ) I m °!'L4' ' Mm. PANEL 1EIIGiN _ - ,/•Y-2r1• ss � (SET MOTE 1) ,/a1-20a,' u Yi W/ T/•Y • Mi W/ T/WV . -- •` Maw (SFF PANEL LENGTH NODE 1) ,/'�Im,• ti ILA M/ T RCII PANEL 1) (SEE NOIF 1) � ^ _ _ __..Iba f --- - .,- - Six sow SOOT OF v MAX OF AIA2 ?'4Nt. t WYIONUT 'wM,mt _ SS rZ fy f/ay 31jiT' CO. �41 a __ OiDR SILO • ED. : _ • 12 yr OC. _ mID fKR W Q, r 0 r/i T�PEAt1ED 2'x4' WOOD PI/. 2'•4• WOOD.NATE - ({f 2'x4- MACD M{1[ i 'E�°Ro 1 1 .. -. wow AT REQUIRED --- j' G 1/rP RI%B• REQURED MI m OF ' SCREWS MID, W�omTM OFPLAT - - 6` o .LAG CORE D / 7AT DIRECT ATM_ _.`..,-. _ MINIM OF PLATE DLKCT MOUNT INSTALLATION DIRECT MOUNT I INSULLATION scmf 3/8-1 SOME 3/11.1' YOSEit 1. INSTALLATIONS FOR ALTERNATIVES 6W, OW BL TOW ONLY VAUD FOR "ffU11111NNNA31y BUILDNGS WITH A.S.D. DESIGN LOADS UP TO +43.8, -48.0 P•s.f. AJ+O d 13Lp Tilly y PANEL'S LENGTH UP TO 12--4' 'SAE•,,..:••..,• . 2- FOR NEW WOOD FRAME CONSTR(JCTION: WOOD MEMBERS TO BE SOUTHERN i ' JCiENSF '•. PINE NO. 2, W/ SPECIFIC DENSITY OF 0.53 OR EOEML. No. 41 NOTE FOR CdIBaERT10N OF SWCrIWES: TOP k BOTTOM MDUWINGS CAN BE z Yt COMBINED IN ANY WAY TO SUIT ANY 1.01k 'O •• •S '• " INSTAUATIOK ;1k--. FL RIG? l FLORIDA BUILDING CODE Nl h Valmit Now one Zone)] c2mo AIRCo. PC 20 GAGE GALVANIZED STEEL STORM PANEL awF"Pi F UAW °'/IWIL GLOBAL PROTECTION PRODUCTS, LLC. �L E Mm SW. S1 VPW ,Tm1C L654 71 s F33314 4)MM-B3D R ti NL wwM ,Mma n m 20-176 Aim qPm Coma fs L/TA A 104 P4. PIaT 12 r as N N OL CD CD t� O 0 cu c? cu O O C O O O U— O cu M -0 �^ E cu O L (L f - -0 C .� `-0—^0 C ) C3. z z W J A - 4--t cm N CIR 44 coE% �f1i� CA C Res d CONORM N10ga CONCRETE Names Me OONORTE ANOR,w: ffi S HWAa m M1EFT Ma; ` �r- `" WOOD awR+F "` `"°" °"'RE' " 1A Ne iw/15 1 1 8 al 8 1 1 1 8LOCATION 8 1 INSTALLATION DETAILS FOR OPTION jf i FOR LIFE SAFETY STORM PANEL SYSTEM Nr' 1/4 �/+, 21/1 3/4 tR 4/4 )' 2 Tw/'s ' 1"` 2 -"T END PMJ`L A' °lo PANE( INTO EXISTING WOOD STRUCTURES Po1PCD co,cNE,c _1 f• - �1' Mn. 3� .-- - 1'-0 ' - -- Srws BL EVERY - ;/;/Ry2 W. TMWAOMDa rroElM,WiG/n III -� .Son• .Sao• 1 • • • P` (2 1 OVERLAP I�I� 101tToaTM,c Imao HWADEI , /Y D. C.) - , _ - TO HOLD PANEL L I ,raGI,MtD i ca4 ` Ea„t I C - -- - - - f 8 3/i I". (CAN I) 1 - - _ -- ; - - -- - o i ` � � _ n, j.� I it -( * - _ EOI - Y7Ii1ATm rmlR ON �l 1 i l� r (' i I i-1 f i1Tt 1T �iTl 1 W NiatD PAID ; r , I 7 ilI j ;—/ alA9c + 1 _ o _ - - m _c= IT i Ern I ro aw ' °`"'Mi i a snlo • u ,/2• o.c. s1w • ,2 , ton. 1 i 1 i 1 �..._ , , I U) , 41N1' W[T4F[ St3CWLF It SC,EDLU N1 ' - rood wsQ '- /�7. /NN,MMMCOMWa�1EEE `y SEE SEE INTERIOR PANEi ETIO PANEL 1/4' .. SEE ' YE !'I INTERIOR PANEL ETIO PANEL J ED,OAR, EO - I/r,M.-_ T6 �.wtYi ' O.C. 7-a 4A,. TOY kri+.._ ii Wtj t� . _ -.1. _ _ - _ (9Q or t/14) !1 (sEE DO 2i,4) ty _ _ fN; pREC'f NpIM(' --._'• _ ANCHOR �3• •.: CJ°IE B �-3'-NPA#2 F1CmibR— Max 12 anRt r--' anIN1EO cu a a � `w 4 ANAL �..� �, o Awi o'm 'aPN1u 3 •..s aa• Paao FEAaa REOUPIV -=� J i I,DfflALi 1/t• uLRRM,E LACAROM • BGIE J//6' - r SGLE: 3/Ns' - i• WL IAIt a E�2gR' L� nJD . 12 , C. LTERNATIVE 1 ��j� �IATIYE 2 Do � /t4 MAX UM A.S.D. DESIGN PRESSURE RATING s.f. AND MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.) AND CORRESPONDING 5I Q, wIRBn coKCRLYE� 1 • 2/++) I� —(R__� v4•ar MAuwc °R GOMC""E $ CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE Aj, (I� FOR MAXIMUM PANEL LENGTH "L" SCSAE U ' wffiF P/ 1 f n Otis) (SHE' m • 12 , oc �iRp,N•"LLRD � jAPEIJCdfi OIL, TO •A•OnOMS 1 • 2 ENDIG 17'O FOR � R SAFETY STww PANE, /4, 2/4. 2q/4, 3/4 OR 4/4 1 2 NL w/15 1, z t )W/15 INST LLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES gY mL �A SHEET T3, --_ I ALTERNATE LOCA1mN ,MMaRN AaA 1,{t0u ,r. •LIEU LAWN Sur seem a AREA w/NO LIFE SAFETY PANELS -J fW DOTE SAFE PANES i-. vur,vxF t (IiWi Wk. N013NT f�IIDITIaNi HOP • 607TO1 wI ED. . 3 7/2' • N,W31 r3wwa raMrSCPRweR Fd�w.tA I LOLL ! K:" PANELS W DP ANEL - NOTE IBELOYn YA aRN A is APPLICABLE to M64 -Ian V-s• a an• aA0 3m to O ASWMS f LOCATim a - - / s•rtTY P A nro r IAA-MNP aI M wnrpE mva o awDAwE Nus ; r - - ` W/O REGIA/IR iW,CNS (SEE NOTE , OEStBLI m m m � N • Mt1aNM PNii EOED INFLOW) - (AST PALL Q)_To 6E BRNkIaO A4 P m m m FE Commm m ,E m CaYBwOmM ADIGM i' (fC) �I._- )'.. COMCREIE ANC/ma :; .: :•" In SAFETY P94M OPENMO SMNL PAYING .I,i BLOCK A BLOCK HOCK vio 6F 11aA 4E OW ,6 FOR NE/ORF ,wi • SPACBm FOR DM'OUAMM Ma OW OR" BLMCN4 �.... OR 1 _ J ,•` LMOLp�E �AaOPTION kM4K BE NPROVIOED r/ IBM ,RHOS WMM ANCHOR MPACMG6 ND MMMMWI EDr3E nBaWCE NE NmG1ED m W. 70,EOIRE. RA EO - E1 Ti =SET q POIPm OCm1ETEJ (M. 1gNOROFo To FACERATE r16TNUT" IF PREMED 6• N/A N/A N/A 8• N/A 6• N/A 6• N/A I A 2 (TOP) EO. um 11PN P rA,m m 9CNOML Mm= MOON 9PACJ70 n YATrume; SPACNa _ v Ca.t 'ONO" To 6E METALLED OR 1111"'ED FIRM ,190E L E0 1 _ +SS.Q. -720 4` 7- a' 9` 9" 9" 9" 9• H" a' , (BOTTOM) 3'-0• Da LE55 REDUCED m sO" as r ALE MINLAWMm F94" TOM Tim aPFILM10,1 m R POBJAUE E_ _ r •' ( SCEDMI m r STRtKTURE RE011® SPACID OBtAI1m UBN6 PACifNll 911NL NOT t LESS INN 16,•LM 9PACMG 04M u) �3, ELEVATION 6• R/A N/A N/A 6- N/A e- N/A 8• N/A i k 2 (TOP) P OICWD TAR (Am ANCHOR DTP[ Ar AMCWPB LMDO. t I ✓ yPM PLATE +56.0 -72.0 ep•. _ ,n•M 1J4'P tn'• t/4'M Cr I L' ' ' REQVM O WALL MOUNTING INSTALLATION �jfALL AND FLAOR MOUNTING INSTAUATION M�( SCALE 3/32'-1• 9' 5' a' e' 9' 7 1/2' a' 9' B` a t (Bortou) � Q _ a"00GauFRo"'m t SE 1 SCALE.. J/B" • 1' - SECTION 2 SCARF: J/6' . ,' 1 •' uax 9AP -% ®°M 1 - 1 A 1/4 Ym r N/A N/A N/A 6' NIA 6 NIA r N/A 1 k 2 (TOP) PLUS I- �- _ +SS.D -72.6 T-r TO r-8' 14 —• ,u rU states Wr • - / -1 ; B 4 a 6 e 6' 6' r r 6 , (BOTTOM) 3 4 3 3 2 1A hmm ON LNE ct,T-rr RI(P Ti �jstlM INSTALIATtON maLRRFAMa O,t 3 3 a s 3 . 3 a a ,/2 3 1/1 8 c•N ALTERNATIVE 3 ALTERNATIVE 4 U F LSE SAFETY STORM PANEL CAN BE LOCPANEL L D As AN END PANEL (FIRST OR (AST PANEL) 1 _ s , ..... - -- . - _ ..._. -' _ _ m--- INN AS NIE R7TANEL PANEL. (ANY PANEL. LOCAl1AL M BETWEEN END PANELS). 8 IIIIpRgI PAFR75. g IEMLLA LOGTION LIWLBY �t �IO2 RICO! rR~E•O,NR71A 1/,'• HAG StaRKrg • r ac •/ , ,/2' cu Nt Y. AS (NO)TON W/ CD. : J 112' • � L- 9!E AT axD PAMiS 36 .3a � Ww T,PyAnFD M3EDM7mN OR tt1T:. SAFELY PANELS MAY OR MAY Not BE INSTALLED AQIACEHT TO REGUJUt PANELS -1 �. _ (WI OR W/O REG" TRACKS.) SEE NOR 1) - 1l410.d>! UP+G WVAS 6UBLrm W , 4'.- sS NSar*.C.(a pp ,ALN3AN1 Asa , Lma D VS' Yb Ft01 TOP r nwotq oAE E Imo • Y ,4 SIGH 7r A AIBLD APPUCABLE TO /ALTERNATIVE WOOD FRAME CONDMONS & ANCHOR LOCATION 2. LSE SAFETY pANfl CDN151515 of 0.039• QLLVAN12ED SiH1 STORM PANEL AS SECTION O-8 DOWN T SECTIONS f A MAXIMUM PANEL - r ,m im - ,m 4I /41r-m smam[ TENW[FT�a III /�/I� PER L'M�OHK SHEET 2 of DRAWING. SLUE 3/32•-1' PIR.SSAAE - o TO - Y ROx7AmMA110 LENGTH 'L• (tt) p Tf�,- -.. -- ) Vt' -- _- -- ... _--;.-6e - -'----- - - -m ._ TD�D Pp %WO t0 Od ;C �R0o0�" aIYLC 3/r - r W STHISTRUCTURE A''' ITSELF TO m REMOVED OR ,HSTALIID FROM THE MSIOE OF RAM .•t. rK, • "^L/ PUT[ ,RRE S NASA TRACE NO DOM roe CLAArr .40.2 -611 3• 3" 4 1/2• 4 1/2' 2 (BOTMM) Y-r OR LESS ••••••.••, "3,IN 3. LIFE SAFETY 1EEOUPES TOP TRACK TD BE cowPONENr®k BOTTOM TRACK TO •""L"LLLRIN1NArvGENSE'`•.� WALL MOUNTING INSTALLATION p,TILVj BE c AS PER SIKF'M 2 OF 1N15 ORAInN0. ��� p. TII,�/T J +sz.e -86.o J• s 4• 4- z (BOTTOM) Y-e• OR tFss ALTERNATIVE i W : 'BEN % W COMPONENTtiD BE METALLED wNl 0R FtonP MOUNTED FOLLOWING SECTIONS , e •� +S1.a -72-0 z TIz• z R/2' 4' 3 1/2• 2 (BOTTOM) r-6- OR LESS ND- 44167 $Nc •••; 2 ON (Las sNEIT, AS WELL AS DETAILS / k 2 ON SHEET 14. (,EN3f y _ • * 911WL• Na' - +• N> 3:' J �•�:' y r55.0 -720 2 t/2' 2 1/Y N/A N/A 2 (BOTTOM) 7'-6' TO 6'-0' Sit? * FLORIDA BUILDING CODE h Yalod Nu cam Zonal - . FLORIDA BUILD" CODE (High YeloN Nurrkom Zone T FLORIDA BU0.DING CODE Nt WbcH NuFricom Zom Q 4_ NaA. LENGTH FOR CW,PONENT S i3'. x +SSA -72.G N/A NIA 3- 3• 2 (BOTTOM) 7'-6• TO 8'-6• _- wo7o ATO3L MC rs • • •202o Alpo. •Fc rr. Max. ANCHOR SPACMNi FOR coTiPONEFn ®ANCHORAGE AT BOTTOM Is (OVEN OI 3 �• ., *- IFAaio A,�L •t 20 GAGE QLLVAN(ZED STEEL STORM PANEL r'. C�OrESCHEDU�M MAY � 1ERMWENI OR REMOWALE 3 * i AjE Tlr D/a/SmA q S',S• �`�T, RM/1mP ALLAW" ARE ONLY W4D FOR OALDMOS WAIT AAO. OEM LIDS W To S'I •LL/ - F7/P/aaO * oRAMN Br: PO FLORIST;:: •! ID GAGE GALVAEpZEp SI'E0. STOLE PANEL W. y, oa / — BAL PROTECTION PRODUCTS. LLC— SAE.tN aT: :• ' Mi 20 cACE CKYANRED STEEL STOMA PANEL oRwA •Q ... w PRODUCT$, U.C.LI.C. +35s. -72.D w Am POM-5 umm, UP m r-r. `9'- FL a10 GLOBAL PROTECTION PRODUCTS, U.C. oA,E S SEE DETAILS FOR INSTAELATWN MID WOOD FRAME BUILDINGS ON SHM AS. + 9''. / 1L EG O IMt. _�' �L EC V EMT- �'DBAL PROTECTION a`rt: 9yOF'••.. IL ECO NNc. O' l 1 4em sY. 3, sRBET �f� 2. FOR NON MIDI PRAA/E COp41RI1Clm,a W000 NEMBFI6 m BE tDuntOw FS E. wm SW. M siIIME1 Z "AAA F • ANY ISpE. FL 3TSN 2D-176 PINE W. 2, r/ VECWC DEW" r am on Ew111. rpr ,Si A1. • DIAL, & 331N 20-176 6 SEE 5H,EET •rot OETAL APIPIJCABLE m THIS NECESSITY FOR THE INSTALlATEON a h .iS ON p` / a h TR axr•A n w,r •„o,o N6aRlr-Ism. FAIL (Ma,)r1A) 20-176 / ?Ir R• W. s,PMM M1WE: tm)As1-194a. FAX (RMFNr-a»T TT,Nn mM1" P ww « wW.A .aWA., N wr MwLm aS•Nw-».a FAK: 0.*. MT SPACERS AT iRtCKS IAISTALLEU ADJACENT AND BEYOND TO STtrtCO/WODO BARDS. A•ANAII NNUAMA" / Ar.. OW •M-,Aw rr fAW m-H,N .SKr r IN7•NI. .IW CBaMr M.: ( VR.! Pr.,sP F. , r 1. w r M +w Na ` ww , tNSn,-As'i r. , Lww aA-x+, Pam Q PE SFALrspMllAl[JOAR U-o00AF14 P.E. W+w/MWAILNAT/aATE MKTR 4 1YLJTteM.: PE .r1A mm M p M WKTEA A tA._ P.E MA - AP s. r KAPYK - wRaf M r b �••1 11Fj A AIR Jr., PE AA-W 1,aT 13 OF 96 PE.. SCAt/9XIMitEE/M1C -nnium A SHEET N0. SH 1.1 --- -- - - - - - -_...- - ANCHORS (SEE SECTIONS ON SHEETS 17. IS, 19 a 20)----- ------_.. __ _.--- ---------'. 3• vM 3A/17. 4A/17. WIS. j U/17. 4R/17. RIV1e. 3• Mo. I MON. �;wk 7Mf/19 a "W/m ' I WIJ19.'FRIF/19 a RM/T0 1• MIN. -- - PIsaAA soR• IwNt ' I iE � � '. L9E 9wE'i $MY Pavel ' IIpW PNEl ; 1 ii Y.S w/7n.. ]l12--'�•1 - -- 1 `,{, A PANEL LENGTH � we" a 4 1 - - l -� (SEE SCHEDULE) 'I liSGtTpY r VE xNIRI ,wa solrolH FaHeloe - �� _t 1 via, •- M NR a IDT R mw NIB,- ." `~- I' V 3A/17, Wiz. 9q/10. 3R//7, M/17. BR/11, ]• WAX. -i" NW. eAr/19. TAW/79 R IAW/20 8 eEwn9. "WIN a OW/9R I• MIN., __.__. _. .ANCHORS (SEE SECTIONS ON SHEETS 17. ON. 19 a 20) OPTION J2 FOR LIFE SAFETY STORM PANELa ELEVATION SCALE 3/1e••t• Ira• Wrt w :Oal0 law \. Jy OwA oaNr_, wqt iAMM OUR LFEYf ,74rM- SECTION A -A SCALE MAXIMUM A.S.D. DESIGN PRESSURE RATING (�A)- AND �ttP►� �k�/T CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDUL,E No. 44167 1 #: * :* FLORIDA BUILDING CODE (High V Hu one Zone '3 O:• F *:� 47WO TA1Dpp. ,NC. rP c •., (DRID .• 20 GAGE OALVANM STEEL SCORN PAM ReaN R - 4�7ai E 0 BALL PROTECTION PRODIM LLC. efn9lEa. / oW4 .900 S.r. el flIMtT .. CAP ■, r tr +•1Hr Nnl®a n M,r RIPE w.Mw+e a ru pegMM�n1 20-176 PL 17TAf./weMTIXe/DM[ IOs,Pe r •H wIF a1MIR W :MITER ArIJ.. RE ir-rY 1 ran ,s ar za MAXIMUM AS 0. O O O O � � I WASHERREOUNNED L0 um L MaK. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.S.L) L (fl.) (SEE SECTIONS) TO C1A55 CONDITION +55.0, -72.0 $'-$" 2 3/4' UNBOLTED INSTALLATION ! DETAILS FOR OPj(�, j2 INTO EXISTING FOR LIFE SAFETY WOOD STRUCTURES STORM PANEL SYSTEM NDOD NFJ!'1ER II �`4 TNOO NTJDER - I�' wDOo HEMOI w000 fwJLER TEt%IAtm'9FD,rnEQ 1: 7k0UIRED v1 %7tE0UaE0 , .•. TAvcaN • r ac. ___�, 1/2' MIN. MREADED '.' - , • -II ___._.�, , /•. rApDaN e r os. ,/2• Mw. T,MFAEQ � i, : ,/ IS rAPCON a x or IIf/t 1/i raN Ti,•ITAOTD ;' • I , -- 1p-r TgCON • a• o.c. �f//, 1/T• MWp n1RFioTD ixlN AT MOOD {; LION AT roo0 . ,I� PFNE7RA7ON AT rODo �! I' - PEKTRagli MDOD WONDER t I z__t - - • . __ t 1!1•I-zoJ 4S.S. Y9. w/ -- CONr. tONT. E'Q , ! 0. ' .1/4Y-20:3L•4'Ss. US w! '( 7 `• . WING I: 7 e•• , 3 + �4 - 1 ..i 7/e�F.3/s2' wwa latt , . -'-" 'j in wuJ32" WN4 NUT fR J/J2' rxtr f /3x WINO WASHER • 12 1/2 ac WASHER (DEYDID) HAVER a 12 1/2' O.0 AArt II•S1fA (ettialo) - � 1 4 • TAPCON a e' o c. _f ._ _._ 1'a•• TAPCW a IY o.c. ".. _ (er<AOCLTt1mw/ sngj.a THASAGED (f;TA00D1ED w/ STIR) 1 1 2* INN. MpwBT W 1 , TOHII"R vowatN `. _. _ i W 1 1nTD,/M 11 CAM I OF PLATE _ 8.� 11000 PLATE _ Of PUTT I a Purz PLATE PLATE _ Zss' w000 PLATE WALL mounw �uTALLATM WALL Mg H REGURYD ALTERNATIVE 7AW • REGLAM PANEL INSTALIATMSCALE 3/6--1" ITN SCALE 3/e-•1• SCALE 3/e••1• SCALE 3/r•I" NAP * T!l✓y XUL,?�'' GENS�c ,, INSTALLATIONS ARE ONLY ,MAD FOR BULONGS CAM &SO DESIGN Laos 3: • � FLORIDA BUILDING CODE (High Velocity Hurric, LOP TO .55.5, -72-0 Per AND PAEL'S LDK.TH UP 10 V-e'. �. 4 157 # oi010 rs °• "O 20 GAGE GALYANREO STEEL STORK PANEL 2. rom ,cw wOW n%w com mAcTioN. WOOD MOOMUtS TO E SOUTHERN - `_ _1..- -� POE No, 2. W/ SPECIFIC DENSITY of 0.53 OR EOLrL :*�'. yam, _- _ - _-_ �� PROTECTION PRODUCTS. LLC. _ u rww2.244* L.12� WE y FEET I STOP COMPONENTS FOR SERIES 2000 k 1000 E-Z HANG STORM PANELS (SCALE 1/2•0) ,3.,%' (TOTAL WON)-_ T-2�"�-1 ,z50o- (EFFECTIVE MOTH) - _ --- r -, Je0 ..-,-Tao• - ,.., s�• - .sDo- D.1/J9' MM. 114C11 ,1€AHMED - �• ]Soo' 2.SOO' r r I � zes7• GALVANIZED Eocc 2.000' .2�4•t HE/IMED � ata5 2.2i1• GRACE 50 IIRIRHLM GRAIL ------''--_-�,.550••...i..__{ed ', ATps. 'p�SO• • _.}�_ 3)!O C}t STORY •PANEL 1 --zao'-- - Q' O REVERSED "h" TRACK � REVERSED "U' TRACK w/ NE)IUED EDGE. - Y]0" -- j _ I .a ~ i ]O.OR' e13' I23• � ,Ts• HEANIED DETAILS FOR OPTION 2 FOR LIFE SAFETY STORK PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES f!{` TAPCON ANCHORS _ , tJ{' TAPCg1 ANc110RS 1t s• tMCON ANC/10115 t Y• rMR:ON M.C„016 - r !' O.C. O 9• O.C. 1 9' 0.C. '--� 9' 0L. caPxxE \ coaaxt r-0NcnEr PDLRMD CONCRETE, , `•. BLOCK lEDvwEo 3 eLocK rcaAEo ('C 1 ,. IADrx Reoweo 1 „^ eLttw REQUIRED ! �. � Alh lMNIIRON a ' { 1, , Yn 101"YO, A . � 1 M. fiwWd R ; � � li.. fRYAYd H lY "••'1 fRP 1R r,m ," 1 i EI119TWy, j OfBWM'i.l I 1 _ 1 •� 1 ' $$3 y� ,Y LD E.D. E.p! E.M. _ - }----} ,/z' - >, 1/a'•-NR,3�<•ss ws w//<'s-xoa 4•ss. ¢s w/ /d'aJ/sT MND NUT WASHER , `7/a'P.J/Jx wwG wut WASHER L7fe'• . J/Jz• wDIG NU1 --M Jf �!'11 , J/Jx• MINE .:,' a ix 1/x• D.C. (EYOND) C-PM WASHER r tx ,!z' o.c Caw. Nut rwSNEn (etmND> 174' TAPGDI/ ANCf10Re 1!4' TAPCON ANCHORS 1 ♦ TAPCON ANaHORs T 4' TAPCGI o < 1/x• o.c. . i 4 1/2• D.C. _ .�s ,/x• o.c. -- (st+E+OEAED w/ mo) (STAIXDED w/ VW) e < 1/Y o.c _ OOIM.IIE9E BLOCK W POUND CONCREIE BLDOI � I:OIIL'JETE BLOCK WFIfpEIEBI.OGK REOU/LLD REQUIRED REOIMIED RIi0LrE0 • ��AIiEL • LIEE /LyE1 •REGULAR PANEL • Lrc's-STY PA�EI SCALE 3/B'.,• SCALE J/B'•1• SCALE S/e•+,• SCALE 3/e'•," It AeaRw tY9E '!`•' SEE went 19 a CAD rDR A.r+1LMs TYPE • ... ----_. mk1Nt FOR INSTALlAt10Ne A0a W000 tAPoox eRME eRDsl0. IRa N•IaRR ]IYBIY 9N a wINIMW AMOgR SMC•as CAB WRRRI [DR INSTANCE ARE aartA1ED CAR T11r •sotRMwNo eonF:•w 9,.) EQiDUE nM E.D. tB8' 1iMN YOICAILD ON aaMoa ary y N ] w>enuE RE91,cE ANpBR 4PRLSD A rLAmY•D wVx••HO SHOWN CAR 9aWDLA.E Aalsl BA � iR>D RMell A M I011DRNC FAL1GIe POII i1,6 OPEIROnl1 TO E rOewwE aEDIxRD vAc•c awNm ,IwNc FACTION Musa Not ] ,�- _ - E LIMIT T1,AN IRNARAi ]rRONc •NDHaLIm -- - - - - ,m -. FOR TALON II1C110R TYPE ON TN5 SfxEDLA[ WADER I✓FOUttEO wow HEADER • e .. I 1 • � oN a s• o.c. - w/1 t//22 MRI. TNEAOED , .• � � � ... -W t t wN. T1RIEiDED 11. PCNETRIITION AT W000 �'� 110N WODO '} 1/2 1 /4 i 112- �-'----- j WOOD HEADER REQUIRED io 4a35 PANG LENGTH O�,I qQE (SEE NOT[ t EL,Dw) GLASS 64 Ir•r•1 I r•�._ "� 3'A4" w000 PLATE -, 7/e'• . 3/32" WING NU1 REQIARkD -' wA3HER O e t/a' C.C. /Nato PANRw1E Pals _ - e�s AT NOWOTN Of PULE ♦ _ -.' SCALE 3/0••1' tL{ffiS I. INSTAtU1D/F ARE ONLY VMJD fOR euu.D•acs w11M A5.0. OEStGI1 ttSADs W 70 a35.5. -72.0 PSr AND PANEL'S lD1GTt1 tR TO e'-e•. 7- F'DII NEW 1F000 FRAME C011STBJCTOFt WOW MEMBERS TO E SOUTHERN H!E 1q. 2, W/ 511EdiC DD6n•F E 035 OR EOIML PANEL LENGTH 1/1Y-20.1' 1 '_ :----�--- � ND,E ,BROW) S.S. MS W/ 7)I 7/B's 3/32' IRNG . NIlI E'iD. '• � d• '7 Y 3/32' WING NUT REQUIRED woad PATE ro REGUEIED _ _. WASIIOt • (BEYOND) Ole1/4,ANELA OCE t ARN. TMFVAOM PNETM710N 1 AT MtOWBTH OF PLATEALTER-- WALL ON O LEELEE MIM 9W SCALE 3/8••1• `- FLORIDA BUILDING CODE (Hloh N No PAWLS W - CA To INSTAUED AT TYPICAL EUNAIM MR SEM-200 TYPICAL ELEVATION FOR ES 1000 IF INTENDED v MUM... 114- mew 3'/24 l]n NOT[ 2 90.Oa7 W/o (/wl' eAs 1'/24 r 2 ' � (sQ NOR 2 RBaRI y ya, 2'/24 1'/24 ! a 2 IEEE NOR a eBAT I- rpt mNanE AIw,aHls ]H "OI. .°iIB a °F 1 iia. 9GBlU`L�d19LR�014�ON w�ll'�is � 2 ' • �` LSE R7�t NTf asEET E> tTi -'I t • OFR r IM . r4 ,wt' SYA 1n• Do a� I j j 71i r. i Mn AT L 1 T t fEw PM�) ` T tPRpINW FYIn7 (•IIF1Npl1•IW.}j (LnIa1101i NAEy i rt�f_.i__T'i _r -T w Y •L` 'r.- low 6O z L. �9EE NOR Z ], 1 9ElDM I (OO R+ABL) (EtD RANEl) (MEi1gR {INTERIOR RMEy-) (F'RE/BOR Fa,F1J � (EMp I 1 - TEE wOR Z A . E/A• SEE NOTE .�. 3, a ElOw 4 $EE N�y'-yfl-a�.�-<-,-E�LA,N � i I� III _ { .• i I II ij III ��- .� s�wwGMrs � -,,v�r- '°X�' 1.1_1_ 11f.. iT s1E NDTe4 ItELOrtwUxN/Iae.TEANaeRS sRi40M�]F fALT17e4A1E LOG7ON SdEDIJIL ON w1aT 25: TOR NIIOD CgTY. AAT pD P f' Mia • SEE SECTIONS ON wNET N r' w A d0 OPR�SI IJS• 1 1/S'' AM09) ,a,L y IMiROR n �OR�M/ M r/L7®.� r LIST PAN0. TO E MIAtLED AT EACH 16• P OPOaIC wWT AtNA'R E PROt'OEO M/CN OPENPIp Si�ALMAT4 E R10011Ewy w�� NFi,A ,1Al/GLE 10 FACUTATE F0.7NlFTdI R[M NAt'GE TO FACLRAIf MTAWI,ON NliD Fwpl - K RITODLD TO E INSTALLED FROM 9042 3/st• • ,' I,r31DE OF 51RUC711RE - Rost Iy3Y • ,• CAR (�w/ a .v ©• � , LwwYTE IDctmN 1 SESECT�OS JA-ArA-A CJ-B �✓ a Qlo PAIRu) N{igi � BC/SE Ls!• • r (1), DF.EweDLef OF SERIES IDDD: E - Z ,4ANT' STORM PANEL SYSTEM CONSISTING OF PANEL 1lDIFi: � TRACKS AT TOP a PANRA«rz Plus CAA /5• LONG (I). DEi�9eT1011 DF SF'NFC m,e; E - I 1gIJG STORM PANG. SYSTEM CONSISTING Of PANEL . tE.,^' BOTTOM WJ PAYOELWTES Cont. TRACKS TOP a BOTTOM. (2). END PANELS SMNI ALWAYS E CONNECTED TO SILL WALL BY MEANS OF (2) j,)1Q PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTr!ERWISE A SLOP tWL PANGW7Es OR. IF USED r w/ Is LONO�tW1CN AT NOT70M. END PANELS eV SHALL IiE PROVIDED A7 TOP OF SUCH PANGS. SWILTop SAIR K CONNECTED QDM L E caMIECTED TO w/ taL3js 5, w TANG NUT OR t./4'•-(32�3 Nin.:TWMBSICREW INTO 7� �(E710EPT AS (S). IF DD PANELS ARE CONNECTED TO BOTTOM TRACK, COMEcrxIN S+LALL CONSIST OF DESCRIBED dv NOTE 1/a••-20aJ/4' M.S. w/ 7/e'a3/]2' w9IG NUT OR 1/4•es/a• Min TIIt.lIBSCREW .h0 TAPPED BOiTDN IItACIt LOCATION OF FASTENERS MAY BE AT EITHER OF TWO (3) FOR CASES WHEN END PANELS ARE USF JOINrir W/ ,S' LONG TRAgj.(21 AT EXTERIOR FIAT FIANCES OF [ND PANEL BUT DO PANELS ARE NOT CONNECTED ro BOTTOM tRACN (3) TE STOP BAR (4). IN CASs 7,MT END PANELS ARE NOT CONNECTED TO BOTTOM IRACJ( LWY.t. 8E PROVIDED AT TOP OF SUCH PANELS. ,4 ONLY USED A7 TOP)) AT LEAST TWO PAIa15 S/W,L E CONNECTED(�ro BOTTOM iRLC,1 (1). ro• eiSTALJATI0N5 7Ai01 L71D PANELS AND SOME INTERgp PANELS ARE DIRECTLY IJSNIG SPECS IAB)eAlffi WI NOTE (3) ABOVE NJ SUCH CASE. CONNECTION E DRIFTS YOlRV7ED n) E7pS1115O 5E1 WALL MEANS OF PJwEUMTEs. ONE INTERIOR PANEL TO BOTTOM TRACK MAY OCCUR A7 ANY PANEL PAA$L LQCATION MAY E USED JONITLY W// TRACK SO" T BOTTOM ATTACHING BOTTOM TRACK TO WA41 W/ TWO PANELAMtES FOLIQN'INO 5110WM ON ELEVILTON AND W/ 3 t T- (5) SEE SECTION t", S. a {' ON 5,1EE1 24, SEE ANCHOR SCHEDULE ON SHEET 25. YAn. EDGE 06TANL2:. FOR MIS CAS„ DRERIOR PMEL USED VS / MMWNHIIIINANrN NSIERX'Ji�TFERML7TOWMCENT PANGS ro (iTFJE LEFT t1 RIGHT SIDE OF 111dddNNN111P �AYELD :(.�'•t1G� �• f u(!� THEM ovr7aMs RETAINED B. �. �, FLORIDA BWLDING CODE h Vdoa Hurrteone Zone •]mR +a1EDo. ae No.4 167 •' s 20 GAGE GALVANIZED STEEL STOINI PANEL TIHri'er i STA OF PROTECTION PRODUCTS• U.C. Q1J'vmR° •$••., C O INC. f P ; `•'+,fws.� ♦ NroHs 4O0RYcs ti 1ws°.g' �igr•••, (0 10 / sc' ' U w r AHA ,.,wr INHApa n aww Mac tAm.Mr-TA.e, nrr: twMw►•s»T 20- t )6 /� � u O LC� � Yw . (MFI PL.UNI . tr: CAW Alt-4m N • LallalN NP .CIF M Oawq NW. •,, SI • N NAJINNIN Ap�l SVA/SNfMTOR[/atll IEATOta-n0DR71�,. R.E nr•1- Iw �—F iNSTpLlATION DETNIS FOR OPTION �12 FOR LIFE SAFETY STORK PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1'<• TAvcoN ANI710R5 7,/• 'UPCGT ANaoas -i`9• ac. i v o.G. RcaLnoR POUND la.acti 2 .` � eLoci � YRA. Mo._ E-0• � E.D• 1 , CONt �wlGar,r a I ( I I 1 I } 1 n , 1 44�� litV// ,1-,0•! PANESAIAtL Plus w/ -_ �•• , 3/s2• IMID Nur INASNLIt • 6 1/<' O.C. CONCRETE eLoclLeLocR WALL uol !: ' ESilIiLIt1ANEL SALE s/e••t" AIBRIRII twR -i/r• ,µ•• sEt a,Esr 19 111 >a roR ANCNORe TYPE r sPAtND FOR 1+4iTILLAT101e N710 w000 1R1AE Rtr09D. Hti aHOIOR 1p0•a 0•J ] S 1a1R/1A, .ANCHOR 1P/ATIM6 ANO YMNUN h,OnIP W ] ] emt IXSWFICF AM I,AxGAIm 9N TNWF •wwNvrra 9OEDIAt FOR t9. Lffi t1Ywl •r10AWS ON L1A:Awt ,>r*IP a•r PJ ] s to sLtzaAE Rm11Ci PAIrAa 1F9Oli 1n IAAmrwa vAc4,c w,DWN ON sGIEa1L:E AORK � ORt 19010R IT, THE FOL1DR96 IAC'1p6 ra Ttd ]e M1eINBN 70 K PpeSett, RFDLIEa'D...-__ Rlrc•a DeM9l® wa FACTOR Mau la,- E LE85 71MN ,N41111Y R•IC•IG NaCAtED ISO MR EADH AICMDR TYPE ON IMe SCHEDULE Arm ' tt,s-tD•. vANEtMATE vlus w/ ' .. TJe'• . 3/3I' wIM. nRli (tEVONO) alAc�T° E�%ocN WA MQULM TIQb scALE 3/1•1• HLN'1'TCOM GE3E>NL NOiFSS INI.ID E-Z HANG SfE1.R1 PY�1 SYSIfl1 i E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT 1:11ALW710N OOCUIIEIii (P.EO.) IIIS BEEN VERIFIED FOR COMPLIANCE IN B.,) OIIFeIIUY OIBFpIF1rT OF TAPCON ANCHORS AND PANEUTArz FEMALE IQ a vAIREIAAATE PLUS IH}D CONCRETE ACCORDANCE wrM THE YOZO (70 EDITION) OF THE FLORIDA BIRLDING COOS. BLOCK sHNE BE , 1/4• DESIGN WIND 1DA05 S1YAA. E DEIrFMp'EO AS PER SELTIOAI TBYO OF THE ABOVE MENTIONED CODE. 2.2) MRIR4W1 EMBEDNEM Of 1/4Y x 7/e' GAIx-N ANCHORS SHALL 8C IS 7/B' INTO CONCRETE. FOR A WIND SPEED AS REQUIRED BY THE JLARISOICOON THESE SHUTTERS wRl BE INSTAt1Ep AND NO EMBEDMENT RITO ANY Ir115M MATERIAL SHALL E PERMITTED. FOR A DwECTDAIAUiY FACTOR NN1r0,iT5. U/SNIO ASCE 7-1� SMALL NOT ExCEED THE MAKINUM (AS.D.) 1/4' 0-20 55 9DkWi4:K BOLTS Uff0 SrYW:L 8E LONG ENOUGN(SNOUTA ANY FINISH NATFR1At [x15T) 10 DESIGN PRESSURE RAIXII.Y INDiU711t:D ON SHEETS 25 k Y6. D�M.ALCE 3/4' HMO ANCHORS. IN ORDER TO ,TERRY THE ABONE CONDITION. UL78AILiE lES1CN wIPW LOADS LETiTIMWEO PER AuPCE 7-1e SMALL E FIRST REDUCED TO A.S.O. DESIGN MOD LOADS BY IWL7WLrN4G THEM fr 0.6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING wkl. ro COMPARE tHESE w/ MAX. (AS.0) DES+ON PRESSURE RAnlJ63 MGG{tE0 ON SLEETS ?s a 26. ANCHORS SrLM.t � LONG ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLIC11 PANELS. ANCHORAGE! stIN.L E As IAL7ITIDIAED w e.1) AND w e.x). IN ORDER TO vERRT• THAT COMPONENTS AND NIC:,ORS ON THIS R.E.Q. AS TESTED MERE 110T OVER STRESSED, A 331E INCREASE IN T ALLOMABIE STRESS FOR WIND LOADS W75 NI M ANAL FA STENERS SPACING 0 M000 IVLS EE11 DETERMINED w ACf:ORDANCE WITH M.D.S. 2fl,5 (C) ANCHORS SHALL E rA15tAL1LO FOLLOWING ALL Or 711E RCCpMENOATgNS AND SPECIFICATIONS ER' ME ANCMOIr'S MAIWIFACRRiER. STORM PAI$1,'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE fY3 BEEN VERIf$D w ACCORDANCE WITH SECTION 1826 OF THE ABOVE IEIITIGiEO CODE AS PER FENESTRATIINI TESTING LABORATQNt', NJC. REPORT / 2032, AS PROTOCOLS TAS-2p1, 11 R SHALL BE THE NESPOR618R1rc (7i THE CONTRACTOR ro VERITY 1NE SOUNDNESS OF THE 51RUCJURE WHERE S,IUTTER rAs-202 A� TAs-To]. Is TO BE ATTACHED To ENSURE PROPER ANCHORAGE. 71US SHUTTER 3Mµ1. ONLY M ATTACHED ro CONCRETE. EOTJt x. THIS SYSTEM iba5 BEEN DESIGNED TO BE R15TALLEO ON THE OUTSIDE of THE OPENING ACCESSING; TIE OPENING FROM ME OR WOOD FRAME &/1t:01fIG5. IW$IDF w/o M€ USE OF A LADDER OR LIFT TlDS MMi1CATXlN IS VMS R7tEN XJSTAllAT10N S INTENDED TO BE PERFORMED i x. 71$ INSTALLATION CONTRACTOR IS ro STAL/CAULK All SHUCrzR CtRMOAEM EDGES WHICH REAWN M CONTINUOUS FROM THE INSIDE OF STRUCTURE. LL�PICTNT WITH THE BAILQBIF' 10 PREVE+VI wXID/WAIN MTItUSpN CAULK AND SEAL SMUTT£R TRACKS ALL AROUND FULL ]. SL7NE5 TODO INSTALLATION 6 APPLICABLE TO SINGLE AND OOl/BLE NUIK. STYLE WINDOWS 1THEN INStAl1Al1(X< 6 REDUREA 10 BE PERFORMED FROM THE INSIDE M STRUCTURE 1] STORM PANEL INSTALLATION S1NLL COMPLY MM SPECS RMxGATEp M iNi DRIVRRiG PLUS AN7 BUROMC AND ZONING n€cuLATIQNs PROVIDED 13r THE JVMSOICIION WHERE TvEg111T t5 APIIIxR A. SERIES 2000 N751AL1ATIQ1l 6 APPLICABLE 70 SINGLE AND DDl10lC HUNG AND IbR1201(TAL 4.:,OERS STYLE RINOOWS WHEN INSTALLATION s ro } < FxOI}+REO E PERFORMED FROM THE INSIDE OF STRUCTURE, ATRAN P 1YM100715 AND DOORS INC. E - Z /,APIG STORM , ANR SrSTEIA'• 6 iMeR71! 0¢?pRq. 3. ALL ALWItA1N EXiRU51DN5 ro E 606]-TB ALLOT AND TEMPER (UNLESS O'f111ERwT5E NOTED) 15. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED Or THIS ENG9/EER 5 ,sT'71EiUC AND DOES NOT vROwDE ,!M'ORYILt10N FOR A SITE SPECIFIC PROJECT: L•. w1IEPE THE SITE COMOfT10N5 OEVNTE FROM THE P.E.D. S. ALL AlUMw1A, S,EE,T METAL USED A7 CLOSURES 511AEL FUVE ]10S-H11 ALLOY. (b) CONTRACTS TO � RESPONSIBLE FOR iNE 5flECtltlN, PURCr1A5E AND NISLAI3J,TfON RMI.UONIG llfE SAFT;fY OF 7, ALL SEER SHEET METAL PANELS S1UAI,l. -AVE STRUCTURAL DUALITY STEEL, ASTM A-653 GRADE 50 Min., GALVAMZED 57ER THIS PRODUCT BASED ON THIS PE.O PROVIDED HE/SHE GOES 1qT DEVNIE F7iDM THE CONDITIONS DE7AREQ ON DESIGNATION W/Fy. 9e.3 bf (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT ST1f 5 THE CONTRACTOR'S RESRONSIBUTY. B. ALL SCREWS ro BE STAINLESS STEEL 304 ON 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEFl AS PER DIN (o) T1/L5 PR0001C1 EaaALLIATON DOCUMENT WILL BE CONSIDERED INVALID K MODIFIED. 500T8 W/ 50 bi YIELD STRENGTH AND 90 N•' rzNSKE STRENGTH a SWLL1. COMPLY w/ FlO1NQ4 BUILDING CODE SECTION 241l.l. ].{ (M) SITE SPECIFIC PROJECTS 51+AL1. BE PREPARED BY A FLORIDA REGISTERED ENGINEER CAR ARuarza wVNCHN WILL P. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 301 SERIES STAINLESS STEEL WITH ]e b, MNIWUAf ,GELD STRENGTH BECOME TIE ENI.VMEFR OF RECONO tE.O.R.) FOR ME PROJECT AND 1Y,10 wAl 8E RESPONSIBLE FOR THE PROPERUSE Or 10. ANCHORS ro WALL ACTING AS A DELEGATED SPNLL E AS FOLLOWS:SUBMIT iD MS LAB THE SITE 511E COORRDD � �y ENGINEER TO ME P.E.D. ENGIFEER, SHALL (q ro ExIs7RA: POURED C4NCRETG (.) THIS ►E.O. SHALL BEAR ME DATE AND ORDlrut SEAL MID SIGNATURE OF THE PROFESSIONAL. ENGINEER OF - 1/1'0 TAPCON ANC14X15 AS MANUFACTURED 8r ITw. BLALDEX. INC. (DIN. /'e•3192 R-ni,) RECORD THAT PREPATED R - 1/4• • X 7/e• COAX -IN ANCHORS, AS MANUFAC7URE0 BY DETYALT RTC. (MIN. f'C•s000 uc;J te. STORM PANEL YANUFACNRER•S LABEL SINLL 8E LOCATED ON A READILY VISIBLE LOCATION A7 STORM PANEL IN - /14-10 PANELMR'ff FEMALE D a PAIIRMArz PLUS ANCHORS. AS MANUFACTURED Bit EL.CO CONSTRUCTION PRODUCTS. ACCORDANCE INTM SECTION i7O9.9.3 OF FLORIDA 8lI1LTTwG CODE, ONE LABEL STALL BE RACED f10R EVERY OPENING. (rc•NJ330 O.vi,) LABELING TO COMPLY W7ni SECTION t709 9.2 OF THE FLORIDA BURRING CODE. At) NINR1tIM EMBEDMENT OF TAPCON ANCFIORS MID POURER CONCRETE S/Wl E 1 ]/s' AND T• FOR PANELMArz FEMALE D e PANELMATE PLUS, Ax) Mww1AA IOABEOLETIT of 1/1•e X 7/e- cALK-al ANCHORS S1M11. E Ls 7/0' INTO CONCRETE, NO EMBEDMENT wro ANY FN16M MATERIAL SHALL H PERMITTED. t/<' F20 SS SIDEWALK BOLTS USED BE LONG ET{OUGH(SMOLRD ANY FINISH MMTERIAL EXIST) TO ENGAGE 3/4' H Irv10 ANCHORS. A3) w CASE THAT PRECAST STONE. PRECAST CG1ICtN:TE PANELS. OR PAYERS 13E FOUND ON TIE EXISTING WALL OR Ea A,.Ti(4l ROOK, ANCHORS SHALL BE LOAD ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLXJ, PANELS. ANCHORAGE SHALL�t�CENS�;' :� BE AS IAENTINED Rv A1) AND w A.2). N0.44167 = (B) ro EYISiI ,V"rsVYF BlO•' S * T S FLORIOA BU,LDING CODE Hi h Veloo Hurr,cor/a Zana - ,/{' r TAPCON Af4C110R3 AS WNUFACTURW BY Irw BLALDEIL INC - - - 1/1' ► x 7/8` CAUL -ON ANCHORS. AS IAAPKJ<ACRIRED BY IXWµi INC (rm•1300 p.R.i,) Q:, f wm¢• 1At[ca. K r•. - (✓t4-t0 PANELNATE FEMALE D AND PANELwrz P1t/5 ANCHORS. AS MMiUFAC7IJRED BY ELCO CONSTRUCTION •I"• � Sr, � CAGE GALVANIZED STEEL STORY PANEL DRon Rr PRODUCTS {r,n•zo71 P,.7) PRDTECTION PRODUCiT. LLC. • I l T E�C O �Ha DME .eat S.W. 51 ]aexr NMaw >L ,w TEAL ,w AOINa w r:Nw HOE: (ss.� is i Fi�it (e.)FM-rn7 20-178 : POw HPI-,W A : n00 m-,m R. r qa a r r� OAMIIPR Nr: Pi. txNJwawuR/0Aw at•OOOE%IP aA1B1 A i. P.F. ,•-W F - < elan R, ar as INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL Ci�INTO POURED CONCRETE OR CONCRETE BLOCK PwlariE N,O„OR7 lac a � aa �pE 4 Lp fafAEt��_ q,'•Da RR � COMAE � � r—•.� ,\ OQ lP®IAE Aio w d � i eJ ��. *---•1 wnRw—� N>oHRRErT �\ 1 I �' ra1�iRP I TOERpM10HN 1 • IS MR mi sFirE�.l r I S , 1 I I 1 1 1 >i d j I A i , .•.-m] .• � - , �aY�► e ; w atm � � M�r�• I � I I RMfNI® 1 !•�-m�yr,M� • f CAN _........ WALL AND DIRECT MOUNTING INST. 0 SECTION 2 B swroma RESLRwOWMS mR ,Y[ V NI 4T 1R N AS Y E OF ME . ( OF* , W taMNs OR [��]-DN/• Ar AeMWT71sEl aRy� ERR " W46 YDQ rs mrMeoN K' fFcmQ 0 � sew ANY WOO, To 140 A` eD . ma O•E•e•a s1J u 1 t _ IFIIF M e , OL + , C 1 R o�Hl m 2s]5 1 Vr.-1avy.• ��1 , FCR Ir.. I 1leYPi/aF' , id GLASS. 1 1Ma M • 1 1 wBR' 9,MRM 1 1 $ R� r•� 1 j �rMlirT�r uul° � ,1 � N 6 c•A + I 3 w•L TO. SHALis L O OkR 3l-'-to-•r•-<P•- wrylRA IMF +LUR°AaoLR°'WNO Rim TO TO CEDING MOUNTING INST. 9GlE J/9.1- ion a aa9 � b w NYr •JH.a-ouT MDUNTrNG INST. SECTION 4 9l.AtE 3/Ff' FLORIDA ob , r r rs w lWiq 1 ,riNsro�nWY1MwJ �M• •,Qf OMA NS 3 a CIO -Cu cn COO —Cu vaA- ,a- vr NRR°M°°"a, RnwO°a N N Q � � � Q 0 O C Cu O O O O W 0 z �dY 'tt7 O L:AJ ✓ C . f3. O L3 Avi. zS m X C� CO - to Q 4 � G � +cue � +m E� c O � Q e•R •3 >a 3 i c� d• W a � V Q ,4•cn W O U � O V� W LLl Q Z z Q ^J LL SHEET N0. SH 1.2 WADER I✓FOUttEO wow HEADER • e .. I 1 • � oN a s• o.c. - w/1 t//22 MRI. TNEAOED , .• � � � ... -W t t wN. T1RIEiDED 11. PCNETRIITION AT W000 �'� 110N WODO '} 1/2 1 /4 i 112- �-'----- j WOOD HEADER REQUIRED io 4a35 PANG LENGTH O�,I qQE (SEE NOT[ t EL,Dw) GLASS 64 Ir•r•1 I r•�._ "� 3'A4" w000 PLATE -, 7/e'• . 3/32" WING NU1 REQIARkD -' wA3HER O e t/a' C.C. /Nato PANRw1E Pals _ - e�s AT NOWOTN Of PULE ♦ _ -.' SCALE 3/0••1' tL{ffiS I. INSTAtU1D/F ARE ONLY VMJD fOR euu.D•acs w11M A5.0. OEStGI1 ttSADs W 70 a35.5. -72.0 PSr AND PANEL'S lD1GTt1 tR TO e'-e•. 7- F'DII NEW 1F000 FRAME C011STBJCTOFt WOW MEMBERS TO E SOUTHERN H!E 1q. 2, W/ 511EdiC DD6n•F E 035 OR EOIML PANEL LENGTH 1/1Y-20.1' 1 '_ :----�--- � ND,E ,BROW) S.S. MS W/ 7)I 7/B's 3/32' IRNG . NIlI E'iD. '• � d• '7 Y 3/32' WING NUT REQUIRED woad PATE ro REGUEIED _ _. WASIIOt • (BEYOND) Ole1/4,ANELA OCE t ARN. TMFVAOM PNETM710N 1 AT MtOWBTH OF PLATEALTER-- WALL ON O LEELEE MIM 9W SCALE 3/8••1• `- FLORIDA BUILDING CODE (Hloh N No PAWLS W - CA To INSTAUED AT TYPICAL EUNAIM MR SEM-200 TYPICAL ELEVATION FOR ES 1000 IF INTENDED v MUM... 114- mew 3'/24 l]n NOT[ 2 90.Oa7 W/o (/wl' eAs 1'/24 r 2 ' � (sQ NOR 2 RBaRI y ya, 2'/24 1'/24 ! a 2 IEEE NOR a eBAT I- rpt mNanE AIw,aHls ]H "OI. .°iIB a °F 1 iia. 9GBlU`L�d19LR�014�ON w�ll'�is � 2 ' • �` LSE R7�t NTf asEET E> tTi -'I t • OFR r IM . r4 ,wt' SYA 1n• Do a� I j j 71i r. i Mn AT L 1 T t fEw PM�) ` T tPRpINW FYIn7 (•IIF1Npl1•IW.}j (LnIa1101i NAEy i rt�f_.i__T'i _r -T w Y •L` 'r.- low 6O z L. �9EE NOR Z ], 1 9ElDM I (OO R+ABL) (EtD RANEl) (MEi1gR {INTERIOR RMEy-) (F'RE/BOR Fa,F1J � (EMp I 1 - TEE wOR Z A . E/A• SEE NOTE .�. 3, a ElOw 4 $EE N�y'-yfl-a�.�-<-,-E�LA,N � i I� III _ { .• i I II ij III ��- .� s�wwGMrs � -,,v�r- '°X�' 1.1_1_ 11f.. iT s1E NDTe4 ItELOrtwUxN/Iae.TEANaeRS sRi40M�]F fALT17e4A1E LOG7ON SdEDIJIL ON w1aT 25: TOR NIIOD CgTY. AAT pD P f' Mia • SEE SECTIONS ON wNET N r' w A d0 OPR�SI IJS• 1 1/S'' AM09) ,a,L y IMiROR n �OR�M/ M r/L7®.� r LIST PAN0. TO E MIAtLED AT EACH 16• P OPOaIC wWT AtNA'R E PROt'OEO M/CN OPENPIp Si�ALMAT4 E R10011Ewy w�� NFi,A ,1Al/GLE 10 FACUTATE F0.7NlFTdI R[M NAt'GE TO FACLRAIf MTAWI,ON NliD Fwpl - K RITODLD TO E INSTALLED FROM 9042 3/st• • ,' I,r31DE OF 51RUC711RE - Rost Iy3Y • ,• CAR (�w/ a .v ©• � , LwwYTE IDctmN 1 SESECT�OS JA-ArA-A CJ-B �✓ a Qlo PAIRu) N{igi � BC/SE Ls!• • r (1), DF.EweDLef OF SERIES IDDD: E - Z ,4ANT' STORM PANEL SYSTEM CONSISTING OF PANEL 1lDIFi: � TRACKS AT TOP a PANRA«rz Plus CAA /5• LONG (I). DEi�9eT1011 DF SF'NFC m,e; E - I 1gIJG STORM PANG. SYSTEM CONSISTING Of PANEL . tE.,^' BOTTOM WJ PAYOELWTES Cont. TRACKS TOP a BOTTOM. (2). END PANELS SMNI ALWAYS E CONNECTED TO SILL WALL BY MEANS OF (2) j,)1Q PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTr!ERWISE A SLOP tWL PANGW7Es OR. IF USED r w/ Is LONO�tW1CN AT NOT70M. END PANELS eV SHALL IiE PROVIDED A7 TOP OF SUCH PANGS. SWILTop SAIR K CONNECTED QDM L E caMIECTED TO w/ taL3js 5, w TANG NUT OR t./4'•-(32�3 Nin.:TWMBSICREW INTO 7� �(E710EPT AS (S). IF DD PANELS ARE CONNECTED TO BOTTOM TRACK, COMEcrxIN S+LALL CONSIST OF DESCRIBED dv NOTE 1/a••-20aJ/4' M.S. w/ 7/e'a3/]2' w9IG NUT OR 1/4•es/a• Min TIIt.lIBSCREW .h0 TAPPED BOiTDN IItACIt LOCATION OF FASTENERS MAY BE AT EITHER OF TWO (3) FOR CASES WHEN END PANELS ARE USF JOINrir W/ ,S' LONG TRAgj.(21 AT EXTERIOR FIAT FIANCES OF [ND PANEL BUT DO PANELS ARE NOT CONNECTED ro BOTTOM tRACN (3) TE STOP BAR (4). IN CASs 7,MT END PANELS ARE NOT CONNECTED TO BOTTOM IRACJ( LWY.t. 8E PROVIDED AT TOP OF SUCH PANELS. ,4 ONLY USED A7 TOP)) AT LEAST TWO PAIa15 S/W,L E CONNECTED(�ro BOTTOM iRLC,1 (1). ro• eiSTALJATI0N5 7Ai01 L71D PANELS AND SOME INTERgp PANELS ARE DIRECTLY IJSNIG SPECS IAB)eAlffi WI NOTE (3) ABOVE NJ SUCH CASE. CONNECTION E DRIFTS YOlRV7ED n) E7pS1115O 5E1 WALL MEANS OF PJwEUMTEs. ONE INTERIOR PANEL TO BOTTOM TRACK MAY OCCUR A7 ANY PANEL PAA$L LQCATION MAY E USED JONITLY W// TRACK SO" T BOTTOM ATTACHING BOTTOM TRACK TO WA41 W/ TWO PANELAMtES FOLIQN'INO 5110WM ON ELEVILTON AND W/ 3 t T- (5) SEE SECTION t", S. a {' ON 5,1EE1 24, SEE ANCHOR SCHEDULE ON SHEET 25. YAn. EDGE 06TANL2:. FOR MIS CAS„ DRERIOR PMEL USED VS / MMWNHIIIINANrN NSIERX'Ji�TFERML7TOWMCENT PANGS ro (iTFJE LEFT t1 RIGHT SIDE OF 111dddNNN111P �AYELD :(.�'•t1G� �• f u(!� THEM ovr7aMs RETAINED B. �. �, FLORIDA BWLDING CODE h Vdoa Hurrteone Zone •]mR +a1EDo. ae No.4 167 •' s 20 GAGE GALVANIZED STEEL STOINI PANEL TIHri'er i STA OF PROTECTION PRODUCTS• U.C. Q1J'vmR° •$••., C O INC. f P ; `•'+,fws.� ♦ NroHs 4O0RYcs ti 1ws°.g' �igr•••, (0 10 / sc' ' U w r AHA ,.,wr INHApa n aww Mac tAm.Mr-TA.e, nrr: twMw►•s»T 20- t )6 /� � u O LC� � Yw . (MFI PL.UNI . tr: CAW Alt-4m N • LallalN NP .CIF M Oawq NW. •,, SI • N NAJINNIN Ap�l SVA/SNfMTOR[/atll IEATOta-n0DR71�,. R.E nr•1- Iw �—F iNSTpLlATION DETNIS FOR OPTION �12 FOR LIFE SAFETY STORK PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1'<• TAvcoN ANI710R5 7,/• 'UPCGT ANaoas -i`9• ac. i v o.G. RcaLnoR POUND la.acti 2 .` � eLoci � YRA. Mo._ E-0• � E.D• 1 , CONt �wlGar,r a I ( I I 1 I } 1 n , 1 44�� litV// ,1-,0•! PANESAIAtL Plus w/ -_ �•• , 3/s2• IMID Nur INASNLIt • 6 1/<' O.C. CONCRETE eLoclLeLocR WALL uol !: ' ESilIiLIt1ANEL SALE s/e••t" AIBRIRII twR -i/r• ,µ•• sEt a,Esr 19 111 >a roR ANCNORe TYPE r sPAtND FOR 1+4iTILLAT101e N710 w000 1R1AE Rtr09D. Hti aHOIOR 1p0•a 0•J ] S 1a1R/1A, .ANCHOR 1P/ATIM6 ANO YMNUN h,OnIP W ] ] emt IXSWFICF AM I,AxGAIm 9N TNWF •wwNvrra 9OEDIAt FOR t9. Lffi t1Ywl •r10AWS ON L1A:Awt ,>r*IP a•r PJ ] s to sLtzaAE Rm11Ci PAIrAa 1F9Oli 1n IAAmrwa vAc4,c w,DWN ON sGIEa1L:E AORK � ORt 19010R IT, THE FOL1DR96 IAC'1p6 ra Ttd ]e M1eINBN 70 K PpeSett, RFDLIEa'D...-__ Rlrc•a DeM9l® wa FACTOR Mau la,- E LE85 71MN ,N41111Y R•IC•IG NaCAtED ISO MR EADH AICMDR TYPE ON IMe SCHEDULE Arm ' tt,s-tD•. vANEtMATE vlus w/ ' .. TJe'• . 3/3I' wIM. nRli (tEVONO) alAc�T° E�%ocN WA MQULM TIQb scALE 3/1•1• HLN'1'TCOM GE3E>NL NOiFSS INI.ID E-Z HANG SfE1.R1 PY�1 SYSIfl1 i E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT 1:11ALW710N OOCUIIEIii (P.EO.) IIIS BEEN VERIFIED FOR COMPLIANCE IN B.,) OIIFeIIUY OIBFpIF1rT OF TAPCON ANCHORS AND PANEUTArz FEMALE IQ a vAIREIAAATE PLUS IH}D CONCRETE ACCORDANCE wrM THE YOZO (70 EDITION) OF THE FLORIDA BIRLDING COOS. BLOCK sHNE BE , 1/4• DESIGN WIND 1DA05 S1YAA. E DEIrFMp'EO AS PER SELTIOAI TBYO OF THE ABOVE MENTIONED CODE. 2.2) MRIR4W1 EMBEDNEM Of 1/4Y x 7/e' GAIx-N ANCHORS SHALL 8C IS 7/B' INTO CONCRETE. FOR A WIND SPEED AS REQUIRED BY THE JLARISOICOON THESE SHUTTERS wRl BE INSTAt1Ep AND NO EMBEDMENT RITO ANY Ir115M MATERIAL SHALL E PERMITTED. FOR A DwECTDAIAUiY FACTOR NN1r0,iT5. U/SNIO ASCE 7-1� SMALL NOT ExCEED THE MAKINUM (AS.D.) 1/4' 0-20 55 9DkWi4:K BOLTS Uff0 SrYW:L 8E LONG ENOUGN(SNOUTA ANY FINISH NATFR1At [x15T) 10 DESIGN PRESSURE RAIXII.Y INDiU711t:D ON SHEETS 25 k Y6. D�M.ALCE 3/4' HMO ANCHORS. IN ORDER TO ,TERRY THE ABONE CONDITION. UL78AILiE lES1CN wIPW LOADS LETiTIMWEO PER AuPCE 7-1e SMALL E FIRST REDUCED TO A.S.O. DESIGN MOD LOADS BY IWL7WLrN4G THEM fr 0.6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING wkl. ro COMPARE tHESE w/ MAX. (AS.0) DES+ON PRESSURE RAnlJ63 MGG{tE0 ON SLEETS ?s a 26. ANCHORS SrLM.t � LONG ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLIC11 PANELS. ANCHORAGE! stIN.L E As IAL7ITIDIAED w e.1) AND w e.x). IN ORDER TO vERRT• THAT COMPONENTS AND NIC:,ORS ON THIS R.E.Q. AS TESTED MERE 110T OVER STRESSED, A 331E INCREASE IN T ALLOMABIE STRESS FOR WIND LOADS W75 NI M ANAL FA STENERS SPACING 0 M000 IVLS EE11 DETERMINED w ACf:ORDANCE WITH M.D.S. 2fl,5 (C) ANCHORS SHALL E rA15tAL1LO FOLLOWING ALL Or 711E RCCpMENOATgNS AND SPECIFICATIONS ER' ME ANCMOIr'S MAIWIFACRRiER. STORM PAI$1,'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE fY3 BEEN VERIf$D w ACCORDANCE WITH SECTION 1826 OF THE ABOVE IEIITIGiEO CODE AS PER FENESTRATIINI TESTING LABORATQNt', NJC. REPORT / 2032, AS PROTOCOLS TAS-2p1, 11 R SHALL BE THE NESPOR618R1rc (7i THE CONTRACTOR ro VERITY 1NE SOUNDNESS OF THE 51RUCJURE WHERE S,IUTTER rAs-202 A� TAs-To]. Is TO BE ATTACHED To ENSURE PROPER ANCHORAGE. 71US SHUTTER 3Mµ1. ONLY M ATTACHED ro CONCRETE. EOTJt x. THIS SYSTEM iba5 BEEN DESIGNED TO BE R15TALLEO ON THE OUTSIDE of THE OPENING ACCESSING; TIE OPENING FROM ME OR WOOD FRAME &/1t:01fIG5. IW$IDF w/o M€ USE OF A LADDER OR LIFT TlDS MMi1CATXlN IS VMS R7tEN XJSTAllAT10N S INTENDED TO BE PERFORMED i x. 71$ INSTALLATION CONTRACTOR IS ro STAL/CAULK All SHUCrzR CtRMOAEM EDGES WHICH REAWN M CONTINUOUS FROM THE INSIDE OF STRUCTURE. LL�PICTNT WITH THE BAILQBIF' 10 PREVE+VI wXID/WAIN MTItUSpN CAULK AND SEAL SMUTT£R TRACKS ALL AROUND FULL ]. SL7NE5 TODO INSTALLATION 6 APPLICABLE TO SINGLE AND OOl/BLE NUIK. STYLE WINDOWS 1THEN INStAl1Al1(X< 6 REDUREA 10 BE PERFORMED FROM THE INSIDE M STRUCTURE 1] STORM PANEL INSTALLATION S1NLL COMPLY MM SPECS RMxGATEp M iNi DRIVRRiG PLUS AN7 BUROMC AND ZONING n€cuLATIQNs PROVIDED 13r THE JVMSOICIION WHERE TvEg111T t5 APIIIxR A. SERIES 2000 N751AL1ATIQ1l 6 APPLICABLE 70 SINGLE AND DDl10lC HUNG AND IbR1201(TAL 4.:,OERS STYLE RINOOWS WHEN INSTALLATION s ro } < FxOI}+REO E PERFORMED FROM THE INSIDE OF STRUCTURE, ATRAN P 1YM100715 AND DOORS INC. E - Z /,APIG STORM , ANR SrSTEIA'• 6 iMeR71! 0¢?pRq. 3. ALL ALWItA1N EXiRU51DN5 ro E 606]-TB ALLOT AND TEMPER (UNLESS O'f111ERwT5E NOTED) 15. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED Or THIS ENG9/EER 5 ,sT'71EiUC AND DOES NOT vROwDE ,!M'ORYILt10N FOR A SITE SPECIFIC PROJECT: L•. w1IEPE THE SITE COMOfT10N5 OEVNTE FROM THE P.E.D. S. ALL AlUMw1A, S,EE,T METAL USED A7 CLOSURES 511AEL FUVE ]10S-H11 ALLOY. (b) CONTRACTS TO � RESPONSIBLE FOR iNE 5flECtltlN, PURCr1A5E AND NISLAI3J,TfON RMI.UONIG llfE SAFT;fY OF 7, ALL SEER SHEET METAL PANELS S1UAI,l. -AVE STRUCTURAL DUALITY STEEL, ASTM A-653 GRADE 50 Min., GALVAMZED 57ER THIS PRODUCT BASED ON THIS PE.O PROVIDED HE/SHE GOES 1qT DEVNIE F7iDM THE CONDITIONS DE7AREQ ON DESIGNATION W/Fy. 9e.3 bf (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT ST1f 5 THE CONTRACTOR'S RESRONSIBUTY. B. ALL SCREWS ro BE STAINLESS STEEL 304 ON 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEFl AS PER DIN (o) T1/L5 PR0001C1 EaaALLIATON DOCUMENT WILL BE CONSIDERED INVALID K MODIFIED. 500T8 W/ 50 bi YIELD STRENGTH AND 90 N•' rzNSKE STRENGTH a SWLL1. COMPLY w/ FlO1NQ4 BUILDING CODE SECTION 241l.l. ].{ (M) SITE SPECIFIC PROJECTS 51+AL1. BE PREPARED BY A FLORIDA REGISTERED ENGINEER CAR ARuarza wVNCHN WILL P. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 301 SERIES STAINLESS STEEL WITH ]e b, MNIWUAf ,GELD STRENGTH BECOME TIE ENI.VMEFR OF RECONO tE.O.R.) FOR ME PROJECT AND 1Y,10 wAl 8E RESPONSIBLE FOR THE PROPERUSE Or 10. ANCHORS ro WALL ACTING AS A DELEGATED SPNLL E AS FOLLOWS:SUBMIT iD MS LAB THE SITE 511E COORRDD � �y ENGINEER TO ME P.E.D. ENGIFEER, SHALL (q ro ExIs7RA: POURED C4NCRETG (.) THIS ►E.O. SHALL BEAR ME DATE AND ORDlrut SEAL MID SIGNATURE OF THE PROFESSIONAL. ENGINEER OF - 1/1'0 TAPCON ANC14X15 AS MANUFACTURED 8r ITw. BLALDEX. INC. (DIN. /'e•3192 R-ni,) RECORD THAT PREPATED R - 1/4• • X 7/e• COAX -IN ANCHORS, AS MANUFAC7URE0 BY DETYALT RTC. (MIN. f'C•s000 uc;J te. STORM PANEL YANUFACNRER•S LABEL SINLL 8E LOCATED ON A READILY VISIBLE LOCATION A7 STORM PANEL IN - /14-10 PANELMR'ff FEMALE D a PAIIRMArz PLUS ANCHORS. AS MANUFACTURED Bit EL.CO CONSTRUCTION PRODUCTS. ACCORDANCE INTM SECTION i7O9.9.3 OF FLORIDA 8lI1LTTwG CODE, ONE LABEL STALL BE RACED f10R EVERY OPENING. (rc•NJ330 O.vi,) LABELING TO COMPLY W7ni SECTION t709 9.2 OF THE FLORIDA BURRING CODE. At) NINR1tIM EMBEDMENT OF TAPCON ANCFIORS MID POURER CONCRETE S/Wl E 1 ]/s' AND T• FOR PANELMArz FEMALE D e PANELMATE PLUS, Ax) Mww1AA IOABEOLETIT of 1/1•e X 7/e- cALK-al ANCHORS S1M11. E Ls 7/0' INTO CONCRETE, NO EMBEDMENT wro ANY FN16M MATERIAL SHALL H PERMITTED. t/<' F20 SS SIDEWALK BOLTS USED BE LONG ET{OUGH(SMOLRD ANY FINISH MMTERIAL EXIST) TO ENGAGE 3/4' H Irv10 ANCHORS. A3) w CASE THAT PRECAST STONE. PRECAST CG1ICtN:TE PANELS. OR PAYERS 13E FOUND ON TIE EXISTING WALL OR Ea A,.Ti(4l ROOK, ANCHORS SHALL BE LOAD ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLXJ, PANELS. ANCHORAGE SHALL�t�CENS�;' :� BE AS IAENTINED Rv A1) AND w A.2). N0.44167 = (B) ro EYISiI ,V"rsVYF BlO•' S * T S FLORIOA BU,LDING CODE Hi h Veloo Hurr,cor/a Zana - ,/{' r TAPCON Af4C110R3 AS WNUFACTURW BY Irw BLALDEIL INC - - - 1/1' ► x 7/8` CAUL -ON ANCHORS. AS IAAPKJ<ACRIRED BY IXWµi INC (rm•1300 p.R.i,) Q:, f wm¢• 1At[ca. K r•. - (✓t4-t0 PANELNATE FEMALE D AND PANELwrz P1t/5 ANCHORS. AS MMiUFAC7IJRED BY ELCO CONSTRUCTION •I"• � Sr, � CAGE GALVANIZED STEEL STORY PANEL DRon Rr PRODUCTS {r,n•zo71 P,.7) PRDTECTION PRODUCiT. LLC. • I l T E�C O �Ha DME .eat S.W. 51 ]aexr NMaw >L ,w TEAL ,w AOINa w r:Nw HOE: (ss.� is i Fi�it (e.)FM-rn7 20-178 : POw HPI-,W A : n00 m-,m R. r qa a r r� OAMIIPR Nr: Pi. txNJwawuR/0Aw at•OOOE%IP aA1B1 A i. P.F. ,•-W F - < elan R, ar as INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL Ci�INTO POURED CONCRETE OR CONCRETE BLOCK PwlariE N,O„OR7 lac a � aa �pE 4 Lp fafAEt��_ q,'•Da RR � COMAE � � r—•.� ,\ OQ lP®IAE Aio w d � i eJ ��. *---•1 wnRw—� N>oHRRErT �\ 1 I �' ra1�iRP I TOERpM10HN 1 • IS MR mi sFirE�.l r I S , 1 I I 1 1 1 >i d j I A i , .•.-m] .• � - , �aY�► e ; w atm � � M�r�• I � I I RMfNI® 1 !•�-m�yr,M� • f CAN _........ WALL AND DIRECT MOUNTING INST. 0 SECTION 2 B swroma RESLRwOWMS mR ,Y[ V NI 4T 1R N AS Y E OF ME . ( OF* , W taMNs OR [��]-DN/• Ar AeMWT71sEl aRy� ERR " W46 YDQ rs mrMeoN K' fFcmQ 0 � sew ANY WOO, To 140 A` eD . ma O•E•e•a s1J u 1 t _ IFIIF M e , OL + , C 1 R o�Hl m 2s]5 1 Vr.-1avy.• ��1 , FCR Ir.. I 1leYPi/aF' , id GLASS. 1 1Ma M • 1 1 wBR' 9,MRM 1 1 $ R� r•� 1 j �rMlirT�r uul° � ,1 � N 6 c•A + I 3 w•L TO. SHALis L O OkR 3l-'-to-•r•-<P•- wrylRA IMF +LUR°AaoLR°'WNO Rim TO TO CEDING MOUNTING INST. 9GlE J/9.1- ion a aa9 � b w NYr •JH.a-ouT MDUNTrNG INST. SECTION 4 9l.AtE 3/Ff' FLORIDA ob , r r rs w lWiq 1 ,riNsro�nWY1MwJ �M• •,Qf OMA NS 3 a CIO -Cu cn COO —Cu vaA- ,a- vr NRR°M°°"a, RnwO°a N N Q � � � Q 0 O C Cu O O O O W 0 z �dY 'tt7 O L:AJ ✓ C . f3. O L3 Avi. zS m X C� CO - to Q 4 � G � +cue � +m E� c O � Q e•R •3 >a 3 i c� d• W a � V Q ,4•cn W O U � O V� W LLl Q Z z Q ^J LL SHEET N0. SH 1.2 iNSTpLlATION DETNIS FOR OPTION �12 FOR LIFE SAFETY STORK PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1'<• TAvcoN ANI710R5 7,/• 'UPCGT ANaoas -i`9• ac. i v o.G. RcaLnoR POUND la.acti 2 .` � eLoci � YRA. Mo._ E-0• � E.D• 1 , CONt �wlGar,r a I ( I I 1 I } 1 n , 1 44�� litV// ,1-,0•! PANESAIAtL Plus w/ -_ �•• , 3/s2• IMID Nur INASNLIt • 6 1/<' O.C. CONCRETE eLoclLeLocR WALL uol !: ' ESilIiLIt1ANEL SALE s/e••t" AIBRIRII twR -i/r• ,µ•• sEt a,Esr 19 111 >a roR ANCNORe TYPE r sPAtND FOR 1+4iTILLAT101e N710 w000 1R1AE Rtr09D. Hti aHOIOR 1p0•a 0•J ] S 1a1R/1A, .ANCHOR 1P/ATIM6 ANO YMNUN h,OnIP W ] ] emt IXSWFICF AM I,AxGAIm 9N TNWF •wwNvrra 9OEDIAt FOR t9. Lffi t1Ywl •r10AWS ON L1A:Awt ,>r*IP a•r PJ ] s to sLtzaAE Rm11Ci PAIrAa 1F9Oli 1n IAAmrwa vAc4,c w,DWN ON sGIEa1L:E AORK � ORt 19010R IT, THE FOL1DR96 IAC'1p6 ra Ttd ]e M1eINBN 70 K PpeSett, RFDLIEa'D...-__ Rlrc•a DeM9l® wa FACTOR Mau la,- E LE85 71MN ,N41111Y R•IC•IG NaCAtED ISO MR EADH AICMDR TYPE ON IMe SCHEDULE Arm ' tt,s-tD•. vANEtMATE vlus w/ ' .. TJe'• . 3/3I' wIM. nRli (tEVONO) alAc�T° E�%ocN WA MQULM TIQb scALE 3/1•1• HLN'1'TCOM GE3E>NL NOiFSS INI.ID E-Z HANG SfE1.R1 PY�1 SYSIfl1 i E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT 1:11ALW710N OOCUIIEIii (P.EO.) IIIS BEEN VERIFIED FOR COMPLIANCE IN B.,) OIIFeIIUY OIBFpIF1rT OF TAPCON ANCHORS AND PANEUTArz FEMALE IQ a vAIREIAAATE PLUS IH}D CONCRETE ACCORDANCE wrM THE YOZO (70 EDITION) OF THE FLORIDA BIRLDING COOS. BLOCK sHNE BE , 1/4• DESIGN WIND 1DA05 S1YAA. E DEIrFMp'EO AS PER SELTIOAI TBYO OF THE ABOVE MENTIONED CODE. 2.2) MRIR4W1 EMBEDNEM Of 1/4Y x 7/e' GAIx-N ANCHORS SHALL 8C IS 7/B' INTO CONCRETE. FOR A WIND SPEED AS REQUIRED BY THE JLARISOICOON THESE SHUTTERS wRl BE INSTAt1Ep AND NO EMBEDMENT RITO ANY Ir115M MATERIAL SHALL E PERMITTED. FOR A DwECTDAIAUiY FACTOR NN1r0,iT5. U/SNIO ASCE 7-1� SMALL NOT ExCEED THE MAKINUM (AS.D.) 1/4' 0-20 55 9DkWi4:K BOLTS Uff0 SrYW:L 8E LONG ENOUGN(SNOUTA ANY FINISH NATFR1At [x15T) 10 DESIGN PRESSURE RAIXII.Y INDiU711t:D ON SHEETS 25 k Y6. D�M.ALCE 3/4' HMO ANCHORS. IN ORDER TO ,TERRY THE ABONE CONDITION. UL78AILiE lES1CN wIPW LOADS LETiTIMWEO PER AuPCE 7-1e SMALL E FIRST REDUCED TO A.S.O. DESIGN MOD LOADS BY IWL7WLrN4G THEM fr 0.6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING wkl. ro COMPARE tHESE w/ MAX. (AS.0) DES+ON PRESSURE RAnlJ63 MGG{tE0 ON SLEETS ?s a 26. ANCHORS SrLM.t � LONG ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLIC11 PANELS. ANCHORAGE! stIN.L E As IAL7ITIDIAED w e.1) AND w e.x). IN ORDER TO vERRT• THAT COMPONENTS AND NIC:,ORS ON THIS R.E.Q. AS TESTED MERE 110T OVER STRESSED, A 331E INCREASE IN T ALLOMABIE STRESS FOR WIND LOADS W75 NI M ANAL FA STENERS SPACING 0 M000 IVLS EE11 DETERMINED w ACf:ORDANCE WITH M.D.S. 2fl,5 (C) ANCHORS SHALL E rA15tAL1LO FOLLOWING ALL Or 711E RCCpMENOATgNS AND SPECIFICATIONS ER' ME ANCMOIr'S MAIWIFACRRiER. STORM PAI$1,'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE fY3 BEEN VERIf$D w ACCORDANCE WITH SECTION 1826 OF THE ABOVE IEIITIGiEO CODE AS PER FENESTRATIINI TESTING LABORATQNt', NJC. REPORT / 2032, AS PROTOCOLS TAS-2p1, 11 R SHALL BE THE NESPOR618R1rc (7i THE CONTRACTOR ro VERITY 1NE SOUNDNESS OF THE 51RUCJURE WHERE S,IUTTER rAs-202 A� TAs-To]. Is TO BE ATTACHED To ENSURE PROPER ANCHORAGE. 71US SHUTTER 3Mµ1. ONLY M ATTACHED ro CONCRETE. EOTJt x. THIS SYSTEM iba5 BEEN DESIGNED TO BE R15TALLEO ON THE OUTSIDE of THE OPENING ACCESSING; TIE OPENING FROM ME OR WOOD FRAME &/1t:01fIG5. IW$IDF w/o M€ USE OF A LADDER OR LIFT TlDS MMi1CATXlN IS VMS R7tEN XJSTAllAT10N S INTENDED TO BE PERFORMED i x. 71$ INSTALLATION CONTRACTOR IS ro STAL/CAULK All SHUCrzR CtRMOAEM EDGES WHICH REAWN M CONTINUOUS FROM THE INSIDE OF STRUCTURE. LL�PICTNT WITH THE BAILQBIF' 10 PREVE+VI wXID/WAIN MTItUSpN CAULK AND SEAL SMUTT£R TRACKS ALL AROUND FULL ]. SL7NE5 TODO INSTALLATION 6 APPLICABLE TO SINGLE AND OOl/BLE NUIK. STYLE WINDOWS 1THEN INStAl1Al1(X< 6 REDUREA 10 BE PERFORMED FROM THE INSIDE M STRUCTURE 1] STORM PANEL INSTALLATION S1NLL COMPLY MM SPECS RMxGATEp M iNi DRIVRRiG PLUS AN7 BUROMC AND ZONING n€cuLATIQNs PROVIDED 13r THE JVMSOICIION WHERE TvEg111T t5 APIIIxR A. SERIES 2000 N751AL1ATIQ1l 6 APPLICABLE 70 SINGLE AND DDl10lC HUNG AND IbR1201(TAL 4.:,OERS STYLE RINOOWS WHEN INSTALLATION s ro } < FxOI}+REO E PERFORMED FROM THE INSIDE OF STRUCTURE, ATRAN P 1YM100715 AND DOORS INC. E - Z /,APIG STORM , ANR SrSTEIA'• 6 iMeR71! 0¢?pRq. 3. ALL ALWItA1N EXiRU51DN5 ro E 606]-TB ALLOT AND TEMPER (UNLESS O'f111ERwT5E NOTED) 15. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED Or THIS ENG9/EER 5 ,sT'71EiUC AND DOES NOT vROwDE ,!M'ORYILt10N FOR A SITE SPECIFIC PROJECT: L•. w1IEPE THE SITE COMOfT10N5 OEVNTE FROM THE P.E.D. S. ALL AlUMw1A, S,EE,T METAL USED A7 CLOSURES 511AEL FUVE ]10S-H11 ALLOY. (b) CONTRACTS TO � RESPONSIBLE FOR iNE 5flECtltlN, PURCr1A5E AND NISLAI3J,TfON RMI.UONIG llfE SAFT;fY OF 7, ALL SEER SHEET METAL PANELS S1UAI,l. -AVE STRUCTURAL DUALITY STEEL, ASTM A-653 GRADE 50 Min., GALVAMZED 57ER THIS PRODUCT BASED ON THIS PE.O PROVIDED HE/SHE GOES 1qT DEVNIE F7iDM THE CONDITIONS DE7AREQ ON DESIGNATION W/Fy. 9e.3 bf (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT ST1f 5 THE CONTRACTOR'S RESRONSIBUTY. B. ALL SCREWS ro BE STAINLESS STEEL 304 ON 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEFl AS PER DIN (o) T1/L5 PR0001C1 EaaALLIATON DOCUMENT WILL BE CONSIDERED INVALID K MODIFIED. 500T8 W/ 50 bi YIELD STRENGTH AND 90 N•' rzNSKE STRENGTH a SWLL1. COMPLY w/ FlO1NQ4 BUILDING CODE SECTION 241l.l. ].{ (M) SITE SPECIFIC PROJECTS 51+AL1. BE PREPARED BY A FLORIDA REGISTERED ENGINEER CAR ARuarza wVNCHN WILL P. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 301 SERIES STAINLESS STEEL WITH ]e b, MNIWUAf ,GELD STRENGTH BECOME TIE ENI.VMEFR OF RECONO tE.O.R.) FOR ME PROJECT AND 1Y,10 wAl 8E RESPONSIBLE FOR THE PROPERUSE Or 10. ANCHORS ro WALL ACTING AS A DELEGATED SPNLL E AS FOLLOWS:SUBMIT iD MS LAB THE SITE 511E COORRDD � �y ENGINEER TO ME P.E.D. ENGIFEER, SHALL (q ro ExIs7RA: POURED C4NCRETG (.) THIS ►E.O. SHALL BEAR ME DATE AND ORDlrut SEAL MID SIGNATURE OF THE PROFESSIONAL. ENGINEER OF - 1/1'0 TAPCON ANC14X15 AS MANUFACTURED 8r ITw. BLALDEX. INC. (DIN. /'e•3192 R-ni,) RECORD THAT PREPATED R - 1/4• • X 7/e• COAX -IN ANCHORS, AS MANUFAC7URE0 BY DETYALT RTC. (MIN. f'C•s000 uc;J te. STORM PANEL YANUFACNRER•S LABEL SINLL 8E LOCATED ON A READILY VISIBLE LOCATION A7 STORM PANEL IN - /14-10 PANELMR'ff FEMALE D a PAIIRMArz PLUS ANCHORS. AS MANUFACTURED Bit EL.CO CONSTRUCTION PRODUCTS. ACCORDANCE INTM SECTION i7O9.9.3 OF FLORIDA 8lI1LTTwG CODE, ONE LABEL STALL BE RACED f10R EVERY OPENING. (rc•NJ330 O.vi,) LABELING TO COMPLY W7ni SECTION t709 9.2 OF THE FLORIDA BURRING CODE. At) NINR1tIM EMBEDMENT OF TAPCON ANCFIORS MID POURER CONCRETE S/Wl E 1 ]/s' AND T• FOR PANELMArz FEMALE D e PANELMATE PLUS, Ax) Mww1AA IOABEOLETIT of 1/1•e X 7/e- cALK-al ANCHORS S1M11. E Ls 7/0' INTO CONCRETE, NO EMBEDMENT wro ANY FN16M MATERIAL SHALL H PERMITTED. t/<' F20 SS SIDEWALK BOLTS USED BE LONG ET{OUGH(SMOLRD ANY FINISH MMTERIAL EXIST) TO ENGAGE 3/4' H Irv10 ANCHORS. A3) w CASE THAT PRECAST STONE. PRECAST CG1ICtN:TE PANELS. OR PAYERS 13E FOUND ON TIE EXISTING WALL OR Ea A,.Ti(4l ROOK, ANCHORS SHALL BE LOAD ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLXJ, PANELS. ANCHORAGE SHALL�t�CENS�;' :� BE AS IAENTINED Rv A1) AND w A.2). N0.44167 = (B) ro EYISiI ,V"rsVYF BlO•' S * T S FLORIOA BU,LDING CODE Hi h Veloo Hurr,cor/a Zana - ,/{' r TAPCON Af4C110R3 AS WNUFACTURW BY Irw BLALDEIL INC - - - 1/1' ► x 7/8` CAUL -ON ANCHORS. AS IAAPKJ<ACRIRED BY IXWµi INC (rm•1300 p.R.i,) Q:, f wm¢• 1At[ca. K r•. - (✓t4-t0 PANELNATE FEMALE D AND PANELwrz P1t/5 ANCHORS. AS MMiUFAC7IJRED BY ELCO CONSTRUCTION •I"• � Sr, � CAGE GALVANIZED STEEL STORY PANEL DRon Rr PRODUCTS {r,n•zo71 P,.7) PRDTECTION PRODUCiT. LLC. • I l T E�C O �Ha DME .eat S.W. 51 ]aexr NMaw >L ,w TEAL ,w AOINa w r:Nw HOE: (ss.� is i Fi�it (e.)FM-rn7 20-178 : POw HPI-,W A : n00 m-,m R. r qa a r r� OAMIIPR Nr: Pi. txNJwawuR/0Aw at•OOOE%IP aA1B1 A i. P.F. ,•-W F - < elan R, ar as INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL Ci�INTO POURED CONCRETE OR CONCRETE BLOCK PwlariE N,O„OR7 lac a � aa �pE 4 Lp fafAEt��_ q,'•Da RR � COMAE � � r—•.� ,\ OQ lP®IAE Aio w d � i eJ ��. *---•1 wnRw—� N>oHRRErT �\ 1 I �' ra1�iRP I TOERpM10HN 1 • IS MR mi sFirE�.l r I S , 1 I I 1 1 1 >i d j I A i , .•.-m] .• � - , �aY�► e ; w atm � � M�r�• I � I I RMfNI® 1 !•�-m�yr,M� • f CAN _........ WALL AND DIRECT MOUNTING INST. 0 SECTION 2 B swroma RESLRwOWMS mR ,Y[ V NI 4T 1R N AS Y E OF ME . ( OF* , W taMNs OR [��]-DN/• Ar AeMWT71sEl aRy� ERR " W46 YDQ rs mrMeoN K' fFcmQ 0 � sew ANY WOO, To 140 A` eD . ma O•E•e•a s1J u 1 t _ IFIIF M e , OL + , C 1 R o�Hl m 2s]5 1 Vr.-1avy.• ��1 , FCR Ir.. I 1leYPi/aF' , id GLASS. 1 1Ma M • 1 1 wBR' 9,MRM 1 1 $ R� r•� 1 j �rMlirT�r uul° � ,1 � N 6 c•A + I 3 w•L TO. SHALis L O OkR 3l-'-to-•r•-<P•- wrylRA IMF +LUR°AaoLR°'WNO Rim TO TO CEDING MOUNTING INST. 9GlE J/9.1- ion a aa9 � b w NYr •JH.a-ouT MDUNTrNG INST. SECTION 4 9l.AtE 3/Ff' FLORIDA ob , r r rs w lWiq 1 ,riNsro�nWY1MwJ �M• •,Qf OMA NS 3 a CIO -Cu cn COO —Cu vaA- ,a- vr NRR°M°°"a, RnwO°a N N Q � � � Q 0 O C Cu O O O O W 0 z �dY 'tt7 O L:AJ ✓ C . f3. O L3 Avi. zS m X C� CO - to Q 4 � G � +cue � +m E� c O � Q e•R •3 >a 3 i c� d• W a � V Q ,4•cn W O U � O V� W LLl Q Z z Q ^J LL SHEET N0. SH 1.2 44�� litV// ,1-,0•! PANESAIAtL Plus w/ -_ �•• , 3/s2• IMID Nur INASNLIt • 6 1/<' O.C. CONCRETE eLoclLeLocR WALL uol !: ' ESilIiLIt1ANEL SALE s/e••t" AIBRIRII twR -i/r• ,µ•• sEt a,Esr 19 111 >a roR ANCNORe TYPE r sPAtND FOR 1+4iTILLAT101e N710 w000 1R1AE Rtr09D. Hti aHOIOR 1p0•a 0•J ] S 1a1R/1A, .ANCHOR 1P/ATIM6 ANO YMNUN h,OnIP W ] ] emt IXSWFICF AM I,AxGAIm 9N TNWF •wwNvrra 9OEDIAt FOR t9. Lffi t1Ywl •r10AWS ON L1A:Awt ,>r*IP a•r PJ ] s to sLtzaAE Rm11Ci PAIrAa 1F9Oli 1n IAAmrwa vAc4,c w,DWN ON sGIEa1L:E AORK � ORt 19010R IT, THE FOL1DR96 IAC'1p6 ra Ttd ]e M1eINBN 70 K PpeSett, RFDLIEa'D...-__ Rlrc•a DeM9l® wa FACTOR Mau la,- E LE85 71MN ,N41111Y R•IC•IG NaCAtED ISO MR EADH AICMDR TYPE ON IMe SCHEDULE Arm ' tt,s-tD•. vANEtMATE vlus w/ ' .. TJe'• . 3/3I' wIM. nRli (tEVONO) alAc�T° E�%ocN WA MQULM TIQb scALE 3/1•1• HLN'1'TCOM GE3E>NL NOiFSS INI.ID E-Z HANG SfE1.R1 PY�1 SYSIfl1 i E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT 1:11ALW710N OOCUIIEIii (P.EO.) IIIS BEEN VERIFIED FOR COMPLIANCE IN B.,) OIIFeIIUY OIBFpIF1rT OF TAPCON ANCHORS AND PANEUTArz FEMALE IQ a vAIREIAAATE PLUS IH}D CONCRETE ACCORDANCE wrM THE YOZO (70 EDITION) OF THE FLORIDA BIRLDING COOS. BLOCK sHNE BE , 1/4• DESIGN WIND 1DA05 S1YAA. E DEIrFMp'EO AS PER SELTIOAI TBYO OF THE ABOVE MENTIONED CODE. 2.2) MRIR4W1 EMBEDNEM Of 1/4Y x 7/e' GAIx-N ANCHORS SHALL 8C IS 7/B' INTO CONCRETE. FOR A WIND SPEED AS REQUIRED BY THE JLARISOICOON THESE SHUTTERS wRl BE INSTAt1Ep AND NO EMBEDMENT RITO ANY Ir115M MATERIAL SHALL E PERMITTED. FOR A DwECTDAIAUiY FACTOR NN1r0,iT5. U/SNIO ASCE 7-1� SMALL NOT ExCEED THE MAKINUM (AS.D.) 1/4' 0-20 55 9DkWi4:K BOLTS Uff0 SrYW:L 8E LONG ENOUGN(SNOUTA ANY FINISH NATFR1At [x15T) 10 DESIGN PRESSURE RAIXII.Y INDiU711t:D ON SHEETS 25 k Y6. D�M.ALCE 3/4' HMO ANCHORS. IN ORDER TO ,TERRY THE ABONE CONDITION. UL78AILiE lES1CN wIPW LOADS LETiTIMWEO PER AuPCE 7-1e SMALL E FIRST REDUCED TO A.S.O. DESIGN MOD LOADS BY IWL7WLrN4G THEM fr 0.6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING wkl. ro COMPARE tHESE w/ MAX. (AS.0) DES+ON PRESSURE RAnlJ63 MGG{tE0 ON SLEETS ?s a 26. ANCHORS SrLM.t � LONG ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLIC11 PANELS. ANCHORAGE! stIN.L E As IAL7ITIDIAED w e.1) AND w e.x). IN ORDER TO vERRT• THAT COMPONENTS AND NIC:,ORS ON THIS R.E.Q. AS TESTED MERE 110T OVER STRESSED, A 331E INCREASE IN T ALLOMABIE STRESS FOR WIND LOADS W75 NI M ANAL FA STENERS SPACING 0 M000 IVLS EE11 DETERMINED w ACf:ORDANCE WITH M.D.S. 2fl,5 (C) ANCHORS SHALL E rA15tAL1LO FOLLOWING ALL Or 711E RCCpMENOATgNS AND SPECIFICATIONS ER' ME ANCMOIr'S MAIWIFACRRiER. STORM PAI$1,'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE fY3 BEEN VERIf$D w ACCORDANCE WITH SECTION 1826 OF THE ABOVE IEIITIGiEO CODE AS PER FENESTRATIINI TESTING LABORATQNt', NJC. REPORT / 2032, AS PROTOCOLS TAS-2p1, 11 R SHALL BE THE NESPOR618R1rc (7i THE CONTRACTOR ro VERITY 1NE SOUNDNESS OF THE 51RUCJURE WHERE S,IUTTER rAs-202 A� TAs-To]. Is TO BE ATTACHED To ENSURE PROPER ANCHORAGE. 71US SHUTTER 3Mµ1. ONLY M ATTACHED ro CONCRETE. EOTJt x. THIS SYSTEM iba5 BEEN DESIGNED TO BE R15TALLEO ON THE OUTSIDE of THE OPENING ACCESSING; TIE OPENING FROM ME OR WOOD FRAME &/1t:01fIG5. IW$IDF w/o M€ USE OF A LADDER OR LIFT TlDS MMi1CATXlN IS VMS R7tEN XJSTAllAT10N S INTENDED TO BE PERFORMED i x. 71$ INSTALLATION CONTRACTOR IS ro STAL/CAULK All SHUCrzR CtRMOAEM EDGES WHICH REAWN M CONTINUOUS FROM THE INSIDE OF STRUCTURE. LL�PICTNT WITH THE BAILQBIF' 10 PREVE+VI wXID/WAIN MTItUSpN CAULK AND SEAL SMUTT£R TRACKS ALL AROUND FULL ]. SL7NE5 TODO INSTALLATION 6 APPLICABLE TO SINGLE AND OOl/BLE NUIK. STYLE WINDOWS 1THEN INStAl1Al1(X< 6 REDUREA 10 BE PERFORMED FROM THE INSIDE M STRUCTURE 1] STORM PANEL INSTALLATION S1NLL COMPLY MM SPECS RMxGATEp M iNi DRIVRRiG PLUS AN7 BUROMC AND ZONING n€cuLATIQNs PROVIDED 13r THE JVMSOICIION WHERE TvEg111T t5 APIIIxR A. SERIES 2000 N751AL1ATIQ1l 6 APPLICABLE 70 SINGLE AND DDl10lC HUNG AND IbR1201(TAL 4.:,OERS STYLE RINOOWS WHEN INSTALLATION s ro } < FxOI}+REO E PERFORMED FROM THE INSIDE OF STRUCTURE, ATRAN P 1YM100715 AND DOORS INC. E - Z /,APIG STORM , ANR SrSTEIA'• 6 iMeR71! 0¢?pRq. 3. ALL ALWItA1N EXiRU51DN5 ro E 606]-TB ALLOT AND TEMPER (UNLESS O'f111ERwT5E NOTED) 15. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED Or THIS ENG9/EER 5 ,sT'71EiUC AND DOES NOT vROwDE ,!M'ORYILt10N FOR A SITE SPECIFIC PROJECT: L•. w1IEPE THE SITE COMOfT10N5 OEVNTE FROM THE P.E.D. S. ALL AlUMw1A, S,EE,T METAL USED A7 CLOSURES 511AEL FUVE ]10S-H11 ALLOY. (b) CONTRACTS TO � RESPONSIBLE FOR iNE 5flECtltlN, PURCr1A5E AND NISLAI3J,TfON RMI.UONIG llfE SAFT;fY OF 7, ALL SEER SHEET METAL PANELS S1UAI,l. -AVE STRUCTURAL DUALITY STEEL, ASTM A-653 GRADE 50 Min., GALVAMZED 57ER THIS PRODUCT BASED ON THIS PE.O PROVIDED HE/SHE GOES 1qT DEVNIE F7iDM THE CONDITIONS DE7AREQ ON DESIGNATION W/Fy. 9e.3 bf (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT ST1f 5 THE CONTRACTOR'S RESRONSIBUTY. B. ALL SCREWS ro BE STAINLESS STEEL 304 ON 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEFl AS PER DIN (o) T1/L5 PR0001C1 EaaALLIATON DOCUMENT WILL BE CONSIDERED INVALID K MODIFIED. 500T8 W/ 50 bi YIELD STRENGTH AND 90 N•' rzNSKE STRENGTH a SWLL1. COMPLY w/ FlO1NQ4 BUILDING CODE SECTION 241l.l. ].{ (M) SITE SPECIFIC PROJECTS 51+AL1. BE PREPARED BY A FLORIDA REGISTERED ENGINEER CAR ARuarza wVNCHN WILL P. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 301 SERIES STAINLESS STEEL WITH ]e b, MNIWUAf ,GELD STRENGTH BECOME TIE ENI.VMEFR OF RECONO tE.O.R.) FOR ME PROJECT AND 1Y,10 wAl 8E RESPONSIBLE FOR THE PROPERUSE Or 10. ANCHORS ro WALL ACTING AS A DELEGATED SPNLL E AS FOLLOWS:SUBMIT iD MS LAB THE SITE 511E COORRDD � �y ENGINEER TO ME P.E.D. ENGIFEER, SHALL (q ro ExIs7RA: POURED C4NCRETG (.) THIS ►E.O. SHALL BEAR ME DATE AND ORDlrut SEAL MID SIGNATURE OF THE PROFESSIONAL. ENGINEER OF - 1/1'0 TAPCON ANC14X15 AS MANUFACTURED 8r ITw. BLALDEX. INC. (DIN. /'e•3192 R-ni,) RECORD THAT PREPATED R - 1/4• • X 7/e• COAX -IN ANCHORS, AS MANUFAC7URE0 BY DETYALT RTC. (MIN. f'C•s000 uc;J te. STORM PANEL YANUFACNRER•S LABEL SINLL 8E LOCATED ON A READILY VISIBLE LOCATION A7 STORM PANEL IN - /14-10 PANELMR'ff FEMALE D a PAIIRMArz PLUS ANCHORS. AS MANUFACTURED Bit EL.CO CONSTRUCTION PRODUCTS. ACCORDANCE INTM SECTION i7O9.9.3 OF FLORIDA 8lI1LTTwG CODE, ONE LABEL STALL BE RACED f10R EVERY OPENING. (rc•NJ330 O.vi,) LABELING TO COMPLY W7ni SECTION t709 9.2 OF THE FLORIDA BURRING CODE. At) NINR1tIM EMBEDMENT OF TAPCON ANCFIORS MID POURER CONCRETE S/Wl E 1 ]/s' AND T• FOR PANELMArz FEMALE D e PANELMATE PLUS, Ax) Mww1AA IOABEOLETIT of 1/1•e X 7/e- cALK-al ANCHORS S1M11. E Ls 7/0' INTO CONCRETE, NO EMBEDMENT wro ANY FN16M MATERIAL SHALL H PERMITTED. t/<' F20 SS SIDEWALK BOLTS USED BE LONG ET{OUGH(SMOLRD ANY FINISH MMTERIAL EXIST) TO ENGAGE 3/4' H Irv10 ANCHORS. A3) w CASE THAT PRECAST STONE. PRECAST CG1ICtN:TE PANELS. OR PAYERS 13E FOUND ON TIE EXISTING WALL OR Ea A,.Ti(4l ROOK, ANCHORS SHALL BE LOAD ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLXJ, PANELS. ANCHORAGE SHALL�t�CENS�;' :� BE AS IAENTINED Rv A1) AND w A.2). N0.44167 = (B) ro EYISiI ,V"rsVYF BlO•' S * T S FLORIOA BU,LDING CODE Hi h Veloo Hurr,cor/a Zana - ,/{' r TAPCON Af4C110R3 AS WNUFACTURW BY Irw BLALDEIL INC - - - 1/1' ► x 7/8` CAUL -ON ANCHORS. AS IAAPKJ<ACRIRED BY IXWµi INC (rm•1300 p.R.i,) Q:, f wm¢• 1At[ca. K r•. - (✓t4-t0 PANELNATE FEMALE D AND PANELwrz P1t/5 ANCHORS. AS MMiUFAC7IJRED BY ELCO CONSTRUCTION •I"• � Sr, � CAGE GALVANIZED STEEL STORY PANEL DRon Rr PRODUCTS {r,n•zo71 P,.7) PRDTECTION PRODUCiT. LLC. • I l T E�C O �Ha DME .eat S.W. 51 ]aexr NMaw >L ,w TEAL ,w AOINa w r:Nw HOE: (ss.� is i Fi�it (e.)FM-rn7 20-178 : POw HPI-,W A : n00 m-,m R. r qa a r r� OAMIIPR Nr: Pi. txNJwawuR/0Aw at•OOOE%IP aA1B1 A i. P.F. ,•-W F - < elan R, ar as INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL Ci�INTO POURED CONCRETE OR CONCRETE BLOCK PwlariE N,O„OR7 lac a � aa �pE 4 Lp fafAEt��_ q,'•Da RR � COMAE � � r—•.� ,\ OQ lP®IAE Aio w d � i eJ ��. *---•1 wnRw—� N>oHRRErT �\ 1 I �' ra1�iRP I TOERpM10HN 1 • IS MR mi sFirE�.l r I S , 1 I I 1 1 1 >i d j I A i , .•.-m] .• � - , �aY�► e ; w atm � � M�r�• I � I I RMfNI® 1 !•�-m�yr,M� • f CAN _........ WALL AND DIRECT MOUNTING INST. 0 SECTION 2 B swroma RESLRwOWMS mR ,Y[ V NI 4T 1R N AS Y E OF ME . ( OF* , W taMNs OR [��]-DN/• Ar AeMWT71sEl aRy� ERR " W46 YDQ rs mrMeoN K' fFcmQ 0 � sew ANY WOO, To 140 A` eD . ma O•E•e•a s1J u 1 t _ IFIIF M e , OL + , C 1 R o�Hl m 2s]5 1 Vr.-1avy.• ��1 , FCR Ir.. I 1leYPi/aF' , id GLASS. 1 1Ma M • 1 1 wBR' 9,MRM 1 1 $ R� r•� 1 j �rMlirT�r uul° � ,1 � N 6 c•A + I 3 w•L TO. SHALis L O OkR 3l-'-to-•r•-<P•- wrylRA IMF +LUR°AaoLR°'WNO Rim TO TO CEDING MOUNTING INST. 9GlE J/9.1- ion a aa9 � b w NYr •JH.a-ouT MDUNTrNG INST. SECTION 4 9l.AtE 3/Ff' FLORIDA ob , r r rs w lWiq 1 ,riNsro�nWY1MwJ �M• •,Qf OMA NS 3 a CIO -Cu cn COO —Cu vaA- ,a- vr NRR°M°°"a, RnwO°a N N Q � � � Q 0 O C Cu O O O O W 0 z �dY 'tt7 O L:AJ ✓ C . f3. O L3 Avi. zS m X C� CO - to Q 4 � G � +cue � +m E� c O � Q e•R •3 >a 3 i c� d• W a � V Q ,4•cn W O U � O V� W LLl Q Z z Q ^J LL SHEET N0. SH 1.2 Arm ' tt,s-tD•. vANEtMATE vlus w/ ' .. TJe'• . 3/3I' wIM. nRli (tEVONO) alAc�T° E�%ocN WA MQULM TIQb scALE 3/1•1• HLN'1'TCOM GE3E>NL NOiFSS INI.ID E-Z HANG SfE1.R1 PY�1 SYSIfl1 i E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT 1:11ALW710N OOCUIIEIii (P.EO.) IIIS BEEN VERIFIED FOR COMPLIANCE IN B.,) OIIFeIIUY OIBFpIF1rT OF TAPCON ANCHORS AND PANEUTArz FEMALE IQ a vAIREIAAATE PLUS IH}D CONCRETE ACCORDANCE wrM THE YOZO (70 EDITION) OF THE FLORIDA BIRLDING COOS. BLOCK sHNE BE , 1/4• DESIGN WIND 1DA05 S1YAA. E DEIrFMp'EO AS PER SELTIOAI TBYO OF THE ABOVE MENTIONED CODE. 2.2) MRIR4W1 EMBEDNEM Of 1/4Y x 7/e' GAIx-N ANCHORS SHALL 8C IS 7/B' INTO CONCRETE. FOR A WIND SPEED AS REQUIRED BY THE JLARISOICOON THESE SHUTTERS wRl BE INSTAt1Ep AND NO EMBEDMENT RITO ANY Ir115M MATERIAL SHALL E PERMITTED. FOR A DwECTDAIAUiY FACTOR NN1r0,iT5. U/SNIO ASCE 7-1� SMALL NOT ExCEED THE MAKINUM (AS.D.) 1/4' 0-20 55 9DkWi4:K BOLTS Uff0 SrYW:L 8E LONG ENOUGN(SNOUTA ANY FINISH NATFR1At [x15T) 10 DESIGN PRESSURE RAIXII.Y INDiU711t:D ON SHEETS 25 k Y6. D�M.ALCE 3/4' HMO ANCHORS. IN ORDER TO ,TERRY THE ABONE CONDITION. UL78AILiE lES1CN wIPW LOADS LETiTIMWEO PER AuPCE 7-1e SMALL E FIRST REDUCED TO A.S.O. DESIGN MOD LOADS BY IWL7WLrN4G THEM fr 0.6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING wkl. ro COMPARE tHESE w/ MAX. (AS.0) DES+ON PRESSURE RAnlJ63 MGG{tE0 ON SLEETS ?s a 26. ANCHORS SrLM.t � LONG ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLIC11 PANELS. ANCHORAGE! stIN.L E As IAL7ITIDIAED w e.1) AND w e.x). IN ORDER TO vERRT• THAT COMPONENTS AND NIC:,ORS ON THIS R.E.Q. AS TESTED MERE 110T OVER STRESSED, A 331E INCREASE IN T ALLOMABIE STRESS FOR WIND LOADS W75 NI M ANAL FA STENERS SPACING 0 M000 IVLS EE11 DETERMINED w ACf:ORDANCE WITH M.D.S. 2fl,5 (C) ANCHORS SHALL E rA15tAL1LO FOLLOWING ALL Or 711E RCCpMENOATgNS AND SPECIFICATIONS ER' ME ANCMOIr'S MAIWIFACRRiER. STORM PAI$1,'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE fY3 BEEN VERIf$D w ACCORDANCE WITH SECTION 1826 OF THE ABOVE IEIITIGiEO CODE AS PER FENESTRATIINI TESTING LABORATQNt', NJC. REPORT / 2032, AS PROTOCOLS TAS-2p1, 11 R SHALL BE THE NESPOR618R1rc (7i THE CONTRACTOR ro VERITY 1NE SOUNDNESS OF THE 51RUCJURE WHERE S,IUTTER rAs-202 A� TAs-To]. Is TO BE ATTACHED To ENSURE PROPER ANCHORAGE. 71US SHUTTER 3Mµ1. ONLY M ATTACHED ro CONCRETE. EOTJt x. THIS SYSTEM iba5 BEEN DESIGNED TO BE R15TALLEO ON THE OUTSIDE of THE OPENING ACCESSING; TIE OPENING FROM ME OR WOOD FRAME &/1t:01fIG5. IW$IDF w/o M€ USE OF A LADDER OR LIFT TlDS MMi1CATXlN IS VMS R7tEN XJSTAllAT10N S INTENDED TO BE PERFORMED i x. 71$ INSTALLATION CONTRACTOR IS ro STAL/CAULK All SHUCrzR CtRMOAEM EDGES WHICH REAWN M CONTINUOUS FROM THE INSIDE OF STRUCTURE. LL�PICTNT WITH THE BAILQBIF' 10 PREVE+VI wXID/WAIN MTItUSpN CAULK AND SEAL SMUTT£R TRACKS ALL AROUND FULL ]. SL7NE5 TODO INSTALLATION 6 APPLICABLE TO SINGLE AND OOl/BLE NUIK. STYLE WINDOWS 1THEN INStAl1Al1(X< 6 REDUREA 10 BE PERFORMED FROM THE INSIDE M STRUCTURE 1] STORM PANEL INSTALLATION S1NLL COMPLY MM SPECS RMxGATEp M iNi DRIVRRiG PLUS AN7 BUROMC AND ZONING n€cuLATIQNs PROVIDED 13r THE JVMSOICIION WHERE TvEg111T t5 APIIIxR A. SERIES 2000 N751AL1ATIQ1l 6 APPLICABLE 70 SINGLE AND DDl10lC HUNG AND IbR1201(TAL 4.:,OERS STYLE RINOOWS WHEN INSTALLATION s ro } < FxOI}+REO E PERFORMED FROM THE INSIDE OF STRUCTURE, ATRAN P 1YM100715 AND DOORS INC. E - Z /,APIG STORM , ANR SrSTEIA'• 6 iMeR71! 0¢?pRq. 3. ALL ALWItA1N EXiRU51DN5 ro E 606]-TB ALLOT AND TEMPER (UNLESS O'f111ERwT5E NOTED) 15. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED Or THIS ENG9/EER 5 ,sT'71EiUC AND DOES NOT vROwDE ,!M'ORYILt10N FOR A SITE SPECIFIC PROJECT: L•. w1IEPE THE SITE COMOfT10N5 OEVNTE FROM THE P.E.D. S. ALL AlUMw1A, S,EE,T METAL USED A7 CLOSURES 511AEL FUVE ]10S-H11 ALLOY. (b) CONTRACTS TO � RESPONSIBLE FOR iNE 5flECtltlN, PURCr1A5E AND NISLAI3J,TfON RMI.UONIG llfE SAFT;fY OF 7, ALL SEER SHEET METAL PANELS S1UAI,l. -AVE STRUCTURAL DUALITY STEEL, ASTM A-653 GRADE 50 Min., GALVAMZED 57ER THIS PRODUCT BASED ON THIS PE.O PROVIDED HE/SHE GOES 1qT DEVNIE F7iDM THE CONDITIONS DE7AREQ ON DESIGNATION W/Fy. 9e.3 bf (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT ST1f 5 THE CONTRACTOR'S RESRONSIBUTY. B. ALL SCREWS ro BE STAINLESS STEEL 304 ON 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEFl AS PER DIN (o) T1/L5 PR0001C1 EaaALLIATON DOCUMENT WILL BE CONSIDERED INVALID K MODIFIED. 500T8 W/ 50 bi YIELD STRENGTH AND 90 N•' rzNSKE STRENGTH a SWLL1. COMPLY w/ FlO1NQ4 BUILDING CODE SECTION 241l.l. ].{ (M) SITE SPECIFIC PROJECTS 51+AL1. BE PREPARED BY A FLORIDA REGISTERED ENGINEER CAR ARuarza wVNCHN WILL P. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 301 SERIES STAINLESS STEEL WITH ]e b, MNIWUAf ,GELD STRENGTH BECOME TIE ENI.VMEFR OF RECONO tE.O.R.) FOR ME PROJECT AND 1Y,10 wAl 8E RESPONSIBLE FOR THE PROPERUSE Or 10. ANCHORS ro WALL ACTING AS A DELEGATED SPNLL E AS FOLLOWS:SUBMIT iD MS LAB THE SITE 511E COORRDD � �y ENGINEER TO ME P.E.D. ENGIFEER, SHALL (q ro ExIs7RA: POURED C4NCRETG (.) THIS ►E.O. SHALL BEAR ME DATE AND ORDlrut SEAL MID SIGNATURE OF THE PROFESSIONAL. ENGINEER OF - 1/1'0 TAPCON ANC14X15 AS MANUFACTURED 8r ITw. BLALDEX. INC. (DIN. /'e•3192 R-ni,) RECORD THAT PREPATED R - 1/4• • X 7/e• COAX -IN ANCHORS, AS MANUFAC7URE0 BY DETYALT RTC. (MIN. f'C•s000 uc;J te. STORM PANEL YANUFACNRER•S LABEL SINLL 8E LOCATED ON A READILY VISIBLE LOCATION A7 STORM PANEL IN - /14-10 PANELMR'ff FEMALE D a PAIIRMArz PLUS ANCHORS. AS MANUFACTURED Bit EL.CO CONSTRUCTION PRODUCTS. ACCORDANCE INTM SECTION i7O9.9.3 OF FLORIDA 8lI1LTTwG CODE, ONE LABEL STALL BE RACED f10R EVERY OPENING. (rc•NJ330 O.vi,) LABELING TO COMPLY W7ni SECTION t709 9.2 OF THE FLORIDA BURRING CODE. At) NINR1tIM EMBEDMENT OF TAPCON ANCFIORS MID POURER CONCRETE S/Wl E 1 ]/s' AND T• FOR PANELMArz FEMALE D e PANELMATE PLUS, Ax) Mww1AA IOABEOLETIT of 1/1•e X 7/e- cALK-al ANCHORS S1M11. E Ls 7/0' INTO CONCRETE, NO EMBEDMENT wro ANY FN16M MATERIAL SHALL H PERMITTED. t/<' F20 SS SIDEWALK BOLTS USED BE LONG ET{OUGH(SMOLRD ANY FINISH MMTERIAL EXIST) TO ENGAGE 3/4' H Irv10 ANCHORS. A3) w CASE THAT PRECAST STONE. PRECAST CG1ICtN:TE PANELS. OR PAYERS 13E FOUND ON TIE EXISTING WALL OR Ea A,.Ti(4l ROOK, ANCHORS SHALL BE LOAD ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLXJ, PANELS. ANCHORAGE SHALL�t�CENS�;' :� BE AS IAENTINED Rv A1) AND w A.2). N0.44167 = (B) ro EYISiI ,V"rsVYF BlO•' S * T S FLORIOA BU,LDING CODE Hi h Veloo Hurr,cor/a Zana - ,/{' r TAPCON Af4C110R3 AS WNUFACTURW BY Irw BLALDEIL INC - - - 1/1' ► x 7/8` CAUL -ON ANCHORS. AS IAAPKJ<ACRIRED BY IXWµi INC (rm•1300 p.R.i,) Q:, f wm¢• 1At[ca. K r•. - (✓t4-t0 PANELNATE FEMALE D AND PANELwrz P1t/5 ANCHORS. AS MMiUFAC7IJRED BY ELCO CONSTRUCTION •I"• � Sr, � CAGE GALVANIZED STEEL STORY PANEL DRon Rr PRODUCTS {r,n•zo71 P,.7) PRDTECTION PRODUCiT. LLC. • I l T E�C O �Ha DME .eat S.W. 51 ]aexr NMaw >L ,w TEAL ,w AOINa w r:Nw HOE: (ss.� is i Fi�it (e.)FM-rn7 20-178 : POw HPI-,W A : n00 m-,m R. r qa a r r� OAMIIPR Nr: Pi. txNJwawuR/0Aw at•OOOE%IP aA1B1 A i. P.F. ,•-W F - < elan R, ar as INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL Ci�INTO POURED CONCRETE OR CONCRETE BLOCK PwlariE N,O„OR7 lac a � aa �pE 4 Lp fafAEt��_ q,'•Da RR � COMAE � � r—•.� ,\ OQ lP®IAE Aio w d � i eJ ��. *---•1 wnRw—� N>oHRRErT �\ 1 I �' ra1�iRP I TOERpM10HN 1 • IS MR mi sFirE�.l r I S , 1 I I 1 1 1 >i d j I A i , .•.-m] .• � - , �aY�► e ; w atm � � M�r�• I � I I RMfNI® 1 !•�-m�yr,M� • f CAN _........ WALL AND DIRECT MOUNTING INST. 0 SECTION 2 B swroma RESLRwOWMS mR ,Y[ V NI 4T 1R N AS Y E OF ME . ( OF* , W taMNs OR [��]-DN/• Ar AeMWT71sEl aRy� ERR " W46 YDQ rs mrMeoN K' fFcmQ 0 � sew ANY WOO, To 140 A` eD . ma O•E•e•a s1J u 1 t _ IFIIF M e , OL + , C 1 R o�Hl m 2s]5 1 Vr.-1avy.• ��1 , FCR Ir.. I 1leYPi/aF' , id GLASS. 1 1Ma M • 1 1 wBR' 9,MRM 1 1 $ R� r•� 1 j �rMlirT�r uul° � ,1 � N 6 c•A + I 3 w•L TO. SHALis L O OkR 3l-'-to-•r•-<P•- wrylRA IMF +LUR°AaoLR°'WNO Rim TO TO CEDING MOUNTING INST. 9GlE J/9.1- ion a aa9 � b w NYr •JH.a-ouT MDUNTrNG INST. SECTION 4 9l.AtE 3/Ff' FLORIDA ob , r r rs w lWiq 1 ,riNsro�nWY1MwJ �M• •,Qf OMA NS 3 a CIO -Cu cn COO —Cu vaA- ,a- vr NRR°M°°"a, RnwO°a N N Q � � � Q 0 O C Cu O O O O W 0 z �dY 'tt7 O L:AJ ✓ C . f3. O L3 Avi. zS m X C� CO - to Q 4 � G � +cue � +m E� c O � Q e•R •3 >a 3 i c� d• W a � V Q ,4•cn W O U � O V� W LLl Q Z z Q ^J LL SHEET N0. SH 1.2 INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL Ci�INTO POURED CONCRETE OR CONCRETE BLOCK PwlariE N,O„OR7 lac a � aa �pE 4 Lp fafAEt��_ q,'•Da RR � COMAE � � r—•.� ,\ OQ lP®IAE Aio w d � i eJ ��. *---•1 wnRw—� N>oHRRErT �\ 1 I �' ra1�iRP I TOERpM10HN 1 • IS MR mi sFirE�.l r I S , 1 I I 1 1 1 >i d j I A i , .•.-m] .• � - , �aY�► e ; w atm � � M�r�• I � I I RMfNI® 1 !•�-m�yr,M� • f CAN _........ WALL AND DIRECT MOUNTING INST. 0 SECTION 2 B swroma RESLRwOWMS mR ,Y[ V NI 4T 1R N AS Y E OF ME . ( OF* , W taMNs OR [��]-DN/• Ar AeMWT71sEl aRy� ERR " W46 YDQ rs mrMeoN K' fFcmQ 0 � sew ANY WOO, To 140 A` eD . ma O•E•e•a s1J u 1 t _ IFIIF M e , OL + , C 1 R o�Hl m 2s]5 1 Vr.-1avy.• ��1 , FCR Ir.. I 1leYPi/aF' , id GLASS. 1 1Ma M • 1 1 wBR' 9,MRM 1 1 $ R� r•� 1 j �rMlirT�r uul° � ,1 � N 6 c•A + I 3 w•L TO. SHALis L O OkR 3l-'-to-•r•-<P•- wrylRA IMF +LUR°AaoLR°'WNO Rim TO TO CEDING MOUNTING INST. 9GlE J/9.1- ion a aa9 � b w NYr •JH.a-ouT MDUNTrNG INST. SECTION 4 9l.AtE 3/Ff' FLORIDA ob , r r rs w lWiq 1 ,riNsro�nWY1MwJ �M• •,Qf OMA NS 3 a CIO -Cu cn COO —Cu vaA- ,a- vr NRR°M°°"a, RnwO°a N N Q � � � Q 0 O C Cu O O O O W 0 z �dY 'tt7 O L:AJ ✓ C . f3. O L3 Avi. zS m X C� CO - to Q 4 � G � +cue � +m E� c O � Q e•R •3 >a 3 i c� d• W a � V Q ,4•cn W O U � O V� W LLl Q Z z Q ^J LL SHEET N0. SH 1.2 1 I �' ra1�iRP I TOERpM10HN 1 • IS MR mi sFirE�.l r I S , 1 I I 1 1 1 >i d j I A i , .•.-m] .• � - , �aY�► e ; w atm � � M�r�• I � I I RMfNI® 1 !•�-m�yr,M� • f CAN _........ WALL AND DIRECT MOUNTING INST. 0 SECTION 2 B swroma RESLRwOWMS mR ,Y[ V NI 4T 1R N AS Y E OF ME . ( OF* , W taMNs OR [��]-DN/• Ar AeMWT71sEl aRy� ERR " W46 YDQ rs mrMeoN K' fFcmQ 0 � sew ANY WOO, To 140 A` eD . ma O•E•e•a s1J u 1 t _ IFIIF M e , OL + , C 1 R o�Hl m 2s]5 1 Vr.-1avy.• ��1 , FCR Ir.. I 1leYPi/aF' , id GLASS. 1 1Ma M • 1 1 wBR' 9,MRM 1 1 $ R� r•� 1 j �rMlirT�r uul° � ,1 � N 6 c•A + I 3 w•L TO. SHALis L O OkR 3l-'-to-•r•-<P•- wrylRA IMF +LUR°AaoLR°'WNO Rim TO TO CEDING MOUNTING INST. 9GlE J/9.1- ion a aa9 � b w NYr •JH.a-ouT MDUNTrNG INST. SECTION 4 9l.AtE 3/Ff' FLORIDA ob , r r rs w lWiq 1 ,riNsro�nWY1MwJ �M• •,Qf OMA NS 3 a CIO -Cu cn COO —Cu vaA- ,a- vr NRR°M°°"a, RnwO°a N N Q � � � Q 0 O C Cu O O O O W 0 z �dY 'tt7 O L:AJ ✓ C . f3. O L3 Avi. zS m X C� CO - to Q 4 � G � +cue � +m E� c O � Q e•R •3 >a 3 i c� d• W a � V Q ,4•cn W O U � O V� W LLl Q Z z Q ^J LL SHEET N0. SH 1.2 O OkR 3l-'-to-•r•-<P•- wrylRA IMF +LUR°AaoLR°'WNO Rim TO TO CEDING MOUNTING INST. 9GlE J/9.1- ion a aa9 � b w NYr •JH.a-ouT MDUNTrNG INST. SECTION 4 9l.AtE 3/Ff' FLORIDA ob , r r rs w lWiq 1 ,riNsro�nWY1MwJ �M• •,Qf OMA NS 3 a CIO -Cu cn COO —Cu vaA- ,a- vr NRR°M°°"a, RnwO°a N N Q � � � Q 0 O C Cu O O O O W 0 z �dY 'tt7 O L:AJ ✓ C . f3. O L3 Avi. zS m X C� CO - to Q 4 � G � +cue � +m E� c O � Q e•R •3 >a 3 i c� d• W a � V Q ,4•cn W O U � O V� W LLl Q Z z Q ^J LL SHEET N0. SH 1.2 �dY 'tt7 O L:AJ ✓ C . f3. O L3 Avi. zS m X C� CO - to Q 4 � G � +cue � +m E� c O � Q e•R •3 >a 3 i c� d• W a � V Q ,4•cn W O U � O V� W LLl Q Z z Q ^J LL SHEET N0. SH 1.2 W O U � O V� W LLl Q Z z Q ^J LL SHEET N0. SH 1.2 •' L4 X t-7 IIIIIIIIIIIIIIM: s.. N N,:a 44 UW"MUrMREASA. - � PTO � T T c-' (- 7 DONdDWU +600. -75.3 70, OR LESS 2 9/16' I BDLTEG • I IT, 2'. 3'. I`W; 217 a 3"1 -46.0. -7S,3 70, OR LESS 2 7,W BOLTED • 4' A 4'110 EF 4�ED/FWOL1 pORpA OF i. ii:: "otai AT UVLN AP A, NR R PNVFl LLNF,M A1 I -1 �; AI. ..LI. , _ ,C XI IIIIIIIIIIII ♦. 4,4 7 �. - s.I * f, +tl # .1 1 •3i 71- •L ,i aA ^f, Ll: 1, Eu.I I I I i.: 4 MAXIM�}IfH 31. A5DE51CN MAXIMUM ANCHORS SPNw" FOR E D.. 3 1/2' - APPLCAKE 1D SELTlaMS a 9 - A. COMBINATION OF THEIR LEN➢TH P 61. LENGTH 1" (1n.) PR€$SURE RATNNG T4PCOFK CM.R-iN PN/ELM+T[ iEW4Y R7 PANEIAL6E PLU8 m CXPFEHCTO CDKREiE TO .aNMM Ta CO CRMWCRM 1n CONCRETE t2' N/A 12" 1 N/A I TY N/A 12• N/A t` 4 Z• (TOP) It. 3•• 10` 3" 5' 4• 5' 4• 1` BOTTOM)* 12` 3• 12• 5' B' 6• 1. 0• 1' (1,D1TOM** 88.6. -75.3 N/A I N/A I N/A N/A N/A N/A 12 1/2- I,• 2' (BOTTOM) 70' OR LESS 7' N/A 6 1/2" N/A 4 t/2' N/A 4 1/2" N/A 3' (TLP) 12, N/A 12• N/A 9 1/2" N/A 9 1/2' N/A 3' (BOTTOM) 12' N/A 12' N/A tr N/A tx• N/A 4' (TOP) L12 ' �'n' 12• 9 112' 12" 1 11• I ,2' 1 It' 1 4' (BOTTOM) ,X UM1ED TO 116.0 p,e.t. ABA, DESIGN PRESSURE RATING. A SEE SKEET 26 f0ft Af 04M WK a SIMC#A MR VISTA CATKINS Anp WOOD FINITE kRAM AINSLM mom SPALTNFA AND t ft WOE DISTANCE LIFE NpXCNOED ON THIS SO ISIAL . FOR E.0- LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING By MULTIPLYING SPACING DWM ON SDODM BY THE _ rDKDWX4e FACTORS, FOR F anOPERATIONELSAN NE P' SPA NG IMSCNDI SFATED MR EACH TINT 9E LESS TIME MIN.4RA SPACING RON'A1ED FOR NXH4N TYPE AT mCMpa iIGEa mom Tin TAF�CX% 1t4Stt.�* 11r. T/4.-_ OI{X-API M. ANrAIGe ANv,aIA BAIT J 3 t 1/t mwl,eftelX LtA+wY di) 1A.-4 INAWAM a,n W 3 1 3 ) 3 Ip , AM CA (IWE MMM FALm I 'Ir E6 _ _ z 1 , 1.I'm - IAq 1 + REQUITES Mao. DISTANCE BETWEEN BOTTOM CIO OF PANEL 1 -�T/2• 10 BE: t 2' ® / MaA. V1111Y ++ wouttiES Mao. osrANa 9cnwEN porrom OF PANELAND 0 TO WE3/ir COMPONENTS FOR REGULAR UFE SAFES E-Z HANG STORM PANEL SYSTEMS S 1 2-9 (GALE / i - ..___ .-15.1n- (TOTALMOTH) ._. -._. . -.".. - ...-,-____ __ _. -__- -_.---/2.S9p' (EFFECTIVE WIDM)- --- - ---..- : % _- _ -_ .,0 1/4' (TYP-) - ...2.591`--- 2250' - i 2-500^ 3,7%' D12' I 1250' 1zi- _ -- _-1 - 193• '--2.5M•.- --- - Q REV..H- DER .374' N 31I �' 1 - 17'. I, - } -OW 1 {TYP ) L. 2.ODD•__ Pww. 1' GRADE so Bo MINIMUM/ D-60. ONLY. Air O STORM PANEL 1 +-1.3w - PAWLS SHALL RE U ALWTS FROM LEFT 10 HITW/ LEG AT NM AT LEFT SIDE a PANEL - --- 2. 6 r- - - H-� -.193- ! I!f A-2O13/A• _ (-)".23C� .37e- 125' � �A GLIL 0 6 1/4' _ i 350• ... ', 1.230• 1pp• .,69 a.- -at%. "`. , , tR ! /2 1/r oc Y I LStID" _ t s17D- tNaSE 5fD) F -i a6B 66B' R �. c 1ST 3,315' r_1_1 V 671 --tI.SooTYP. ! ,2.09R`•O&t' . 1A16` t EDGE 1 _} Is, ,W --J ,125• I j -- (TwJ OCTAL A'_.- !._ _ i. -._- ___ ,.-2.000' --- � T ! > ._. r11. PwwAs EWD rm -- I-- Wy ,ATAaEv EDGE f/"" ,emu• A0.E15" - ( __ t_.. ��_.> A` - "- i t �� -- :� j, QMf'M, VIEW DETAIL A .133•1 _asi'" M ROUNOED CORNER O ENDS OF PANEL'S I - sia ,095• 2.378• -... _- CHIT UP W/ HEMMED EDGE. 1 I (N,T.S) 1 -. � .D91" .007" ..1 (:) KEY HOLE WASHER v".) {I p 3105-MI54 ALUM ALLOY ZA24' O !SLEEVE 2 1 /e" I 1 w' .375` MAX. LENGTH - a.o -- ) zo0p- OSD'R L *j1' HEADER H - . _ _ : M (& -0- 1. -t" YIN. t0 5` WA.- SLES T MAX. LENGTH ft © ANGLE ...MMt,r. -,.._.._..... - 3.Ca0' 384'--t 10bt-T9 ALLOY -� '�. , -, I OD+ .4'Ar _ 1275' - 082 1 Ma 2 a- 1 '; p !; i.125 2 1, 123' +�,, '}. :-DIM. ° YW'i O I '�1 IV ox1=, b3 !__1_-_- ,%� SEE SECTIONS __._ - - �' I �.2 (4 BUILD -OUT 'E* TRACK 1@$ & S/ WASHERED WINGNUT (ZAMAC 3 ALLOYi_� .__2.387 .____ () -14" HEADER lit ..E! D" tw TOP I= I t K PANFA 375` .$t0 N � 4 ;,, PANIC. Y 62a I' 1.270'-1-'-� 1 •" -, . . 375" ; TIP. wn.., I , EDGE Or PANEL. (4) ANGLE WITH Sm 0.024' (Min•) GALVANIZED STEEL 4 4 _.. I O.31t5• 0.250"P T - i - OR 1.4 .125' �/ KEY HOLE Al PANEL - -75LT• - I - -. -I .SEE SHEET 6 FDA 040(r NM. .513• LMItA110t6 A SLELW LENGRI 6 I Y. .- 125' t-_- ONLY VALID FOR INSTALLATIONS INTO 4 '' (IYP..7 4 'W WOW STMlCTUMMS. 3 73O" 2.000 A star• I . �750• 230• i_ i (TYP.) 11 Ise TRACK @ PANEL HANGER (1 H WIDEN (USE ONLY FOR E-2 HANG STORM PANEL E-Z SYSTEM) 6061-T6 ALARA, ALLOY INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STQEIM PANEL (I-) INTO EXISTING WOOD STRUCTURES .- , f4•f LAG 6LY,Ews r e' a.G. w/ 1 IJ2' N1n: THREADED PSNOTAWDN (3} Mn, z'•4' W000 ..r - LJ4,0 RAG Tscftvs' a 6' O-t- w/ T TO EwS19+G WOOD WAM HEADER AEOLXALU 1)!'f LAG SE1EW3 a 6' O.G ./ F{!k. , 1/z` ILm "TIAff:4DCO PE,/FTMT4XN ' jj FIAT a s ON EDGE i ,/2' an. THREADED Fi,irriaON I TO Erb, 41, WOO HEAOLW. -- ro EYISTWIa TXNX1 IEMER Ca*L. 9.M.5. A / , a EA END Or i t'R MS /` 4 Cont. (, 4.1" S-MS , N 4 tPni ,Y/ ] 6"ar PURR'. 'I` EA 1K Nu, ♦ Iz' 0t. E a F I. S• -t cma 4 i 4'f- ,' T Ihj)/tom-�•- A' 4 4 M. LA9 M PI' S 3 I. I: SGEY,S w 5' aC !, 9 I ` 1. • r •@@ 2&1/ p MA, I - tH �'/ PLNflWflON J G E1q Qti `. a a ';' Sr !- . S.. ._.. -1.. NPAI MS. tkj ! 'ws/a7' DETAIL /2 ` -'Y ._.-.ii .6(T10) (SEE OLTAK 1/24 r _„--'-I a EP 4 i!Y ? j{L' s/,6 +w PDP FmeT (ls.t aM: arrr+�RLo1-( rNRMXnHt#EYFF'f@ + FA. EMt or 1® T•-T, � 1P- fT7 3 5XXw!1E�TCvM i t H 4 NELXNME'D (uE DETAIL r i NI BELOW) •-'i TIOGG NFWp WEDUWF?a � - I 2 OSO+IAMT an,- 1/4'A-�NATL - l Y 4'LA',RE.Y�wt+4- S I 1 4Y-•`6A3 a SEPARATION I f . 10 GABS. /ey+3/37' _�f,�gFJ, Y - : F i rA uA53. 1 Anw �1SAcJ/1l` tx- at t Lkf1e8AP L'1 7 r/6' IAn. I LYTm DYERIM �i I .E SEPAIIAT,LM 'I . t.._ I 1 M 4�-2Y, W/4" - TO MAST& T/i"a.-20A3/4` 7J/6p e,3 32/ /p p}/ i.." i� I 2 E 1 A ON L_ $EFNIATKM - WING O , Ir O✓ I l R7NK PN)i ! g r to CLASS EVERY OVERLAP iy JJ .EVERY QVMAF I I ^ ' jj 1 - ---_ _ g, iJ � j ! i a W '� kP" I I I r .1 Ia;' r 7f ' ib r� Wtf�4 nlrus. • g M 3 c-, C a �E_ WING eMUT a i '�M\ 1 _. i (r.r M4•.) '! t o t _- 1 4�. 4' M5. w I4 t 4`A PAM;MAIE FEYAIC q 6 Iit1�'_ -'I 3/ / 1_ a r/ i S w PAND.AA PW 2 NIiT / w �__.. I',. di , 4 A-29,"Y - E ,A' M+..0111AJED Cn'el. __.".-1^ �. :. t!4'P-20.S/4' M,S, NOT[ TA ILND") nwiiRArDN® 12 t/7" BALL o _ ,.. :.. J 7 =i ]a' jl%4• ;M/Diijg2p'906 / 2j _ _l WILT - `.. �� i ,IISO TM�14aB.w/4'.nE S*D..iC_ WAN JUI0 -"�'OVur!a1FE04PRED _ �/R••P-� t4WR�yFS. w/ 0R Mt OR WI iOCE �� _ r, I� dRN t 4 A-2A(]lE•NIINOiET _ S2j �p!ia.-ia PANESYAi YA BELLM} B f/4Y-2q,3/4• Mg WJ 71pVa]/32• 7EIs MA! PENETRATION a t2 e � SE INNG NUT s Ir a.t .. � SERIES rOpCINSTALLATION :.� li4'.. LAC So" a r OL W/ ,. 1' tf4'f LAC SCREWS O It B.C. W/ Mn. (25 rN- . ,ly' 1 1/7- Mln. THREADED PE1•L11MTfDN 1 1/2• W. THREADED IECI I/l 2FN/2 p� 24 W'OOT.D i REQUIRED T,EiL5U r WIDWITH OF MATE WPOb RE4LlREP ESCALELT to/44-.1- Min 2',I4' W000 1ILAT DR ON EDGE ZATE REOIARED FLAT ,P•4•p��.♦ na4• 1�.� ALTERNATIVE 1' OF SCALE 1/+-'-'T.. BUILD �.7 E$j��(jr `@'yN�`{ -8iA R fAi. m A(TERNATb►E tN'W I 1HLSIALLATIONS ARE ONLY VALID FOR SWLDNCS e,THV A.SD. OESNI,k LDAOS FWWffIH,j.,'-�� SCALE 1/4'-t- VP YO a66.0, -75.3 PALL AND PANIO'S U741N UP TrJ 5'-ID'. A. r!`4f P{�SpCA�LEE�T1 _.e�_ a�j4F„� {L4A'C=!' • 1bZ •.,..„ �s 2 FOR NEW YXw6 FKAME CONSiXUC1wN: 60.10D MEMBERS ro BE 5011O+ERk.. y't PINE - +' 4'•./' ✓ No. 2. W/ SPECIFIC DENSITY OF 0.56 OR _DUAL �G SF''--9 FLORIDA BUILDING CODE h Vefoe Hurricane Zone. (�1Sa __ s '- FRO. 4 - aaza m1Eca. W. 20 GAGE GALVANIZED STEEL STORM PANEL F.P. U(��L S * T * ! GRgN @e. ABASED W£LL AS PAtEL OtRFtCiWE 10,RACRSR aR(�[,OPABp,'H ,�N 4000 Y�a�WMML.Pa Iwo IXN aD00 NSTAL.iAi,N TYPE ON SHIFii 23 N S -0 �S•.TA. OF r �,� t ..-10 O11 IrPL IeAAI r RoTE oNI PRODucrs, u c 'D, O CHn MNArgK K SF1TgIW TOP A BOTTOM VOU NDHOS LAN BE COMMA NED N MT � & AIDLAPA= Fy{a'0 fC -W • •I.•i" !aw .�aI_ . ,::"W #rb 110c (>M )M-»a E4�it.:' (WIMM-aTPT 20-17; ""' P" AF.-w„ A,niifill WAY ffiBOUT Am 4L¢fiAt4ARAN. eb1tE: f/4• ., i• M - a • Ass ORNWq ro NOTE SHUT" ,RACKS NCI SOWN TFD L9.M1iITf * E A1I3NAA1UAt/aR AALIFR A 7f1NJt N., tE r1-,w Awn am ffi r M RiTt tlAueataa,M1E1 NCL. A -_El Si P - AT TOP 13R wauld WITH TRACKS 'L`•i1 Mrs) TO MAXIMUM PANEL LENGTH 0 DESIGN R. RATING CONCRETE IS W00p OW4L1ATOS t 2O0 12'-O' 1 tr-0' JAD T1'-6' 10:-0- no _ to ' -to* to=o' 4" t0-$, 9-A` -0 Sao - 9 B' 1 1" 1 9' _ 8 4• _- sao O - 17a b5o ._. 6 r 3 / l-*- 7"-1' _ a / 7' 7' r . _. 7" � 7`-G' Sao 7'-2' 6`_), 10.0 6:-by'_ 6•-2' __ 960 b-,. d-a• TO,o e-5- 3-11_'. rra.a 3'-r ,160 3`-b' 711.6 5'-5' RETEA.I•ONCRETE BLOCK A WOW (t) -3, MAX ANCHORS {SEE SCHEDULE ON SH(GI F P11tlE31 1t - , MIN. ' FA I FIND Im TARCKS LPL f4'_7_.1i3. A. 4 a �1/4, 3/4. 4/5, 5/5 t 6/5 I W/6, 2W/B. 3W/7 i 4W/7 3 a 6 � s-.e:f� D.M..�J 3, 4, - - T-I -r r,-r-i LH�T IiRUN.1F,Q AT EACH ENONe _ r'T -7 -T-T -�-----r-r--1-r-_T r-f--i-r-r � -" '� " MAXIMUM PANEL LENGTH L+' OR "L-" (ft.) 0 MAXIMUM AS.O. DESIGNPfff'sSU TwD (p..O (4 « -) -29O CONCRETE a W000 &WALLAInews f L+ L_ 14-4• t3=0' 10.0 T r 10 It•-r xv it'-41 - W-r• J54 10 10' 91-9' ADD 9'-4- 9'-2- 43.0 ",-'---A'--,, .,...._ Sao 8' '0 sao - e r -1 r-a 6am0 7'-3' no __1___? 7'-2- �70.0 7-3 6'-Nr" Ise 71-21 b=6' SILO r-a b'-0' ILS.O ,-a* O.-J. PIA 16-9' 9'-1• 15:11 9 7 3110' 100.0 A J 5'-r 1050 b-J• 5'-41 •lamp - 51-f• Ir6.0 - Nr'-To' 119.6 4'-6` MINIMUM SEPARAi OK TO GLASS SCHEAI:AX MAXWUIA PANEL LENGTH WIND SPEED C 170 m.p.), WIO SPEED a 1713 .41A (!n) UNRESTRAINED RESTRAINED AA11tFSTRAINED REST/C 30 an LESS 1' I' 6' 6 T/4' >33 70 20 1• 1. 7 yr 7 1/1. 7.90 To 145 1` 1' 7 1/r 7 I". >1.5 10 E" I• ,' - 7 1/2' L 1-1, r AfaM•W, A AA„4 aAAN AIA\W,rAFIMA.1 TOP mm DIRECT MOONT T' HEADER1.i i ,U. HFLr ! 1, ST,im5" *rANG TACK w 1'Ur' Tit". - __ - __ DIOCT MOUNT, 44- 1 32' 37' 1 35' 68' SO' SO' 4 15'X1.5` SiUO ANGLE 35' 32• 32' 32- 42' -38- 38• E T' TRAGIC 557 1. 32- 42- p7' 80• SO. i W 8OEiWa Sr 32` 32• SA' 6a' S/' S6' i SO" 32' 3I• A0• 56- se' ®•Tor® I I I I - -( ' ! 1 I Ii ! }I I j I � Ii � ,, 11II i } j f f r ) ll. I ! r UNBOLTED PANELS j ! i BOLTED PANELS W/ 1 4►-20Kt• i , .. $.. S. T W O 0Vi1H s M BIX. �,[ fA LAP. '� A5 t i7 SEE SECTIONS ! }J}j I ( I (SEE SECTIONS AS APPLICABLE) 'i E APPUCMIE) ' " i ji i I ' I r,+i I 1 L.... I_• f l •I f _. , -I I 1 , 1. 1. 1_ , [. 1.._. �. ! 1. . i f I I iI I` �v,' �I,II 1 ii I �� D.M.,3.®. --k i-�- _L _ _�-- �..-j �- - -i- 1 o` o e 7 r .,';- E@0 3 MAN( _. ~'' YIN 2/4 t/4. 3/4, 4/5, 5/5 t 6/5 t MIN 1 W/6. 2W/G. 3W/7 & 4W/7 :__---_----ANCMMS (SEE SCHEDULE ON SHEETS 9. 10 371). -- _...- - I ELEVATION If4 MaP GAP 7-ter N.I.S. _ a (NHL OVERM +1 w,iRE MELEY) i_ _ SECTION A -A "-(.'.>/ N.T.S. 0(1) Li: MAXIMUM i1LOWM U PAM LDO" FOR A OYEZ POWK A.S.D. DESIGN LOAD. L-: MAX ALLOWABLE P94M U MOM FOR A GIVER NEGATE[ ASD. DESIGN LOW. (2) PROCEDURE TD D6tERw" MAXIMUM PAL umft ONIFIN A POSITIVE A.". DESIGN LOUD. DETERMINE MAXM N PAWL LENGTH 'T-4• FROM SCHRDFAX pffN A NEOATTME ALSO. GN LOW. OETpMNNE MAXMUM MIMl LENGTH %- FROM 4441EDUAL NAL MIAX)MARA Al1OwA811 P,tlE4 LENGTH K EO1AL TO THE LION mustINLEO PANEL. LENGTH BETWEEN 'L4' AND `L-', (3) SEE SCHEDULE WOW FOR. MW. PAWL UWN FOR POINDSM' OUAUnOATION, F ILSTAFATOMS WM MX0 ARE LOOM TO s 95 P..IL MAX ALSO. DOM PRESSURE RATING ram TATIMIX, WC. * .' . 44167 1 ATE OF �#r---_„-.._ IL" EGO 24 CAGE GALVANIZED STEEL STORM PANEL F.P. ohm In, ,DIAL PROTECTION PRODUCTS, LLC. a/vIa" a tE 4m AA. 6T sum 2O-17S BM1Alla R4 M I IL FH_ r. N,Ma, OssaM-7W. PAX. tw)m-sm ,. - -.. : - -- GENERAL NOTES fI,YYf Pea AAa mX felEfY ! i- IMAfIa wins, .LAPS N• (C) 10-1XXlIMAG WOOD •MGL.. 'EiMiF t:palglY �r _,D Sc yam -;: I. STORM PANEL SHOWN ON INS PRODUCT EVALUATION DOCUMENT (PE.DJ HAS BEEN VEROIED FOR COMPLIANCE IN ACCORDANCE - 11CO TAPCON ANCHORS, AS MANUFACIURO BY LT.W. SULOEX, INC WITH THE 2020 (7G1 EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL N07 IM INSTALLED AT HIGH - J14-10 PAAI:LMMTE FEMALE O AND PANEUAASE PLUS ANCHORS. AS MAAWACTURED BY ELOO CONS11114ViON PRocum. VELOCITY HURRICANE ZONES UAIAM-DARE / BROVIARD COUNTIES). ._ 1/4`0 LAG SCREWS PER N.O. DESIGN WIND LOADS SHALL BE DETERMNEO AS PER SECT" IWO Or THE ABOVE MENTIONED CODE FOR A BASIC WIND - 1/16`9 A S/8' WOW BUSHING, AS OSMIBU76Q BY ALL POINT SCREW, BOLT 4 SPECIALTY CO. T P I FOR A FACTOR R S 0RM ANAL WIU. BE MST AND 4 DeRfCROT4AlJTY SPEED REQUIRED WHERE L AILED, BY THE JUND AS KM 7-,6 THE MAXIMUM SD. PRESSURE RATINGS 94XCAtE6 ,iN SHEETS C INTO WOOD Di TAPCON ANCHORS 1 / 'AND fYJp ElCO PAMELAATE PLUS 5, $KAU. (A THREADED 0 - ON LIST SHALL 19E t2 2 0TH L/12 AISLE AND SNAIL NO EXCEl7J ) DESIGN i) , P 3 9 12 a t n. AND ANEIMAS FEMME ro - THRU 7. AND FEMALE P 7-1 IN RMY ION ULTIMATE DING LOUD" CETQa9Nfb PER ASCE 0 SWILL !# H1k5T ORDER 0 VE THE ABOVE CONDITION, 1UM. DESIGN I REDUCED PRESSURE MKILQPLYNG CFI' 06 E ORDER TO COMPARE THESE W/ MAX (AS.D.) C2) MINIMUM N OF LAG SCREW, INTO THE WCt10 FRANC Unf SMALL BE T t/2•- t19t£lOEO ALSOURE IDN INTO STUCCO SK IO t1E5ON PRESSURE RAIMOS eWICA7E0 ON SHEETS }. 9 iHRU f2 A 17, IBA P€NETRATK7N INTO STUCCO SHALL 8E CONSIDERED AS PART q' THE REOUIRfD MRE+,DFA PENETRATION N SHEETS 2 it E ATRiCS TS N ORDER TO VERIFY THAT ANCHORS ON THIS P.EO, AS TESTED WERE NOT OVER STRESSED, A 33X INCREr\9E IN AUAWABIF, STRESS FOR WINO LOWS WAS = USED IN t#ZR KULYSIS- FASTCMM SPACING TO WOOD HAS BEEN OFrow"ED IN C.J) MINIMUM CODE DISTANCE OF LAD SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWOC ACCORDANCE WITH N.O.S. 2018, STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VEW O IN ACCORDANCE WFIN SECTION 1609.1-2 OF CA) MIAAUM PENETNATON OF *000 BVR"C SHALL. 5/8'. 1/4• 0-20 SCRAW5 USED %OU BE 1 1/2• Low swassi M '1c1 I^ WITH $IMDl11,D STUCCO EA. AND MINIMUM FOR WALLS NO STUCCO r t , NNE A80VE MENTIONED CODE AS PER AAE6CAN TEST LAB OF SOUTH FLORIDA REPORTS j06 ALLOY•-tl, AND P02 902-09, AS PER SM 12-99 A ASTM E 330-02 STANDARDS. AND AMERCMN TESDNG LAB $OWN FLORIDA REPORT 01 t23.01-10 AS PER C.5) IN CASE TIA1 PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO ON WIXw BOARDS � F(JUPip ON THE EXISTING FAND PROTOCOLS. AND A5 PER ULCU1At10NS PERFORMED IN ACCORDANCE W/ $GILDED iBD4 OF THE WALL ANCHORS SAL IOU LONG ENOUGH TO REACH THE MAIN STRUCTURE BENN O SUCH PANELS, NC CODE FLORIDAl0RE0A BUAAINL CODE ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 23 a C.a) 2. ALL ALUMINUM EXTRUSIONS TO BE 61621-15 ALLOY AND TEMPER (UNLESS OTHERYA9E NoRD)SEE SHEET 2 (0) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE REC,UMMENOADONS AND SPECIFICATIONS OF THE ANCHOR'S MAUPACTU ft 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL LAVE 3105-H14 ALLOY. 6 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 5 T4000CW 0 (SHEETS 4 4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OVALRY STEEL, ASIN A-653 GRACE W MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEPt THAT HEV.YRS0 4(b IDAU. NOT BE USED, STEEL UESIONARON W/FY- 92.2 Its (AFTER ROLLED), 9. R SHALL Sr THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 111E STRUCTURE WHERE SIAfnER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR PIS AISI SERIES OR CORROSION REWSIANT COATED CAM", STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE BLOCK OR W000 FRAME BUILDINGS. SOattl W/ •.O W1 YIELD SEWET:,CD1 AND 90 son TENSILE STRENGTH AND SHALL COMPLY W/ FLEINIIM BUDDING CODE SECTION 2411 33.4. ID EACH REGULAR STORM PANEL WITH LENGTHS OVER W. AS PER SECTIONS 1. 21 A. 54 6 AND ALTERNATIVES 1101, 3W IS 4W ON SHEETS 4. 5, 4 A 7 SHALL. HAVE A. LEGIBLE TRIG ltEAF VISIBLE MWARNG INSTRUCTING OWNER OR TENANT TO AO 6 BOLTS TO BE ASTM A-307 GALVANIZED STEEi- OR AN 3O4 SERIES S`.AWLESS 51EEL WITH 36 kai MINIMUM YIELD STRENGTH. APPLICABLE HURRICANE WARNING SECURE PANELS WITH APPUCABF.E REINFORCEMENT DURING PERIODS 7 ANCHORS TO WALL SHALL BE AS FOLLOWS II. tHE INSTALLATION CONTRACTOR IS TO SFAL/CAU.X ALL SHUTTER COMPONENT EDGES WMC14 REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/ROAN INTRUSION. wl TSN_utMTI POL�lO14CRM - 1/4 P TAPCDNI ANCHORS AS MANUFACTURU BY I.Tw, BUILDiX. INC.. (Min. f'r-3t92 p.A.,) 12 STORM PANEL INSTALLATION SMALL COMPLY MN SPECS INDICATED IN 'THIS DRAWING PLUS ANY SULDMNG AND TONING REGNARONS T WH 1 T PROMOEO BY THE DUG ION ERE PERMIT S Ao1'L1Ep G t/4' e . 7/8• CALK -IN ANCHORS, AS MANUFA:tV,iO BY OEML41 INC NUR1S 1/4'0 s 3/4• SOLO -SET ANCHORS, As DISTRIBUTED BY AEI. POINT SCREW, BOLT a id1ECUXTY CO. 13 to) THUS PRODUCT EVALUATION DOCUMENT (PE.D.1 PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION .+, (MIL rr.xwD R } A ,. THE 5 THE P.E D. FOR SN1E SPECIFIC PnAIECT, a WHERE SITE CONOMNS DEVIATE FROM 114-10 PANELMATE FEMALE O 8 PANEUMTE PLUS ANCHORS. AS MANUFACTURED BY ELC9 CONSTRUCTION PRODUOTS, - t/4'0 ZAMAC NALIN ANCHORS, AS MANUFACTURED BY DEWALT. INC. (b) CONTRACTOR TO K RESPONSIBLE FOR INC SELECTION. PURCHASE AND INSIAt10ION INCLUDONG LIFE SAFETY OF HIS PRODUCT A T MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3J+-: 2- FOR ELCO PAWELMATE AND BASCO ON THIS P.ED- PRONGED HE/SHE DOES 1401 DEVIATE PROM THE CONDITIONS GETALED ON THIS DOCUMENT CONSTRUC70N SAFETY AT SITE IS T14E CDNTRACTOR'S RESPONSIBIUTF t 3/4' FOR ZAMAC KVL04 ANCHORS. 4) THIS PRODUCT EVALUATION DOCUMENT WILL 9E CONSIDERED INVALID IF MODIFIED A2) CAI.X-IN At SOAD-SET ANCHOR'_ SHALL BE EMBEDDED 7/6- INTO TIVE POURED CONCRETE. No EMBEDMENT INTO STUCCO SHALL RE PERMITTED. 1/4. a-20 SCREWS USED SHALL BE I t/2" W NG MINIMUM SHOULD STUCCO EXIST, (A) SITE SPECIFIC PROTECTS SHALL BE PREPARED BY A FLORIDA REGISIEREO ENGINEER OR AFt.HREC1 WHICH WILL BECOME THE AND 1' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEW: ENGINEER OF RECORD (E D.R.) FOR THE PROJECT ARE, WHO WILL 8E RESPONSIBLE FOR THE BUT WITH WING NUTS PROPER USE OF THE PE(L ENGINEER OF RECORD. ACnKO AS A DELEGATED ENGINEER TO THE P.ED CHOKER, SHALL SUBMIT TO "HAS LATTER Tiff SITE SPECIFIC ORAWNGS FOR RENEW. A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, SNGCO OR WOOD BOARDS BE FOUND ON the EXISTI IC WALL OA FLOOR. ANCHORS SHALL. OF LONG EHAU04 TO REACH THE AWN STRUCTURE BEHIND SUCH PANES. (9) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAR. AND SPLATIIRE OF THE PROFESSIONAL ANCHORAGE SHAD OF AS MENTIONED IN At) AND IN A2). ENGINEER OF RECORD It -AT PREPARED IT Is) TD EXISTED tONC2PTE L U..AwM C-90It. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VLSBLE LOCATON AT STORM - i/4" f FAPCON ANCHORS AS MANUFACTURED BY R T W Bt1G. :k, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL. SEL PLACED FOR EVERY OFFIQI OPENING LABNG TO COMPLY MIN SECTOR I7094.3 OF THE A - t/4' a 7/II' CAT{ -IN AMCFWRS. A5 MANUFACTURED BY DENALI. INC. FLORIDA BUILDING CODE. - I/4•I X 3/4 SOLO -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT A SPECIALTY CO. - %14-TO PAIELMATE FEMALE O AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCG CONSRUCTON PRO ,II t1NH, - I/4' A ZAMAC MMUN ANCHORS, AS MANUFACTURED BY DCWAU. INC �{ A, T. E `... A... 6,t) VWW.M EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES .AND ZAMAC WAUIN ANCHOR, INTO THE.�CEIJ FLORIDA BUILDING CODE Non HI h VelocT HUu cons zoBLOCK UNIT SHALL BE 1 1/4'6Lr B.2) CALK -IN a SOLID -SET ANCHORS SHALL BE EMBEDDED 7/6• INTO 11ME CONCRETE BLOCK UNIT, INSJ tRSNt'6h644 7 ++ Awta m1WXH r1C 24 GAGE WAKED STEEL STORM PANEL a.�'IN STUCCO SEAL 8E PERAIfl£4 i f 4` .-2Q SCREI4S USEQ SNty4 1 1 f2' LONG MIMALUM SHOULD i . EXIST, '� s;.: ..�-. µGI ,• MINIMUM FOR WAILS WITH NO STUCCO. T a/01/ M ., I O PROTECTION PRODUCT'&. LLC. STATE t E C ,wc DMt 8,3) IN CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS SE FOUR 'DL()RI AW, 4: a""a,,ANN CAME 311� EXISTED WALL ANCHOR" SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH P ,(1''•.. GYM / - nA•t'm-+NA p; - MmM nI-eNI Y Da,4)RTI-rsNP, YAAi (W4kb-asr 20-175 ANC40RA" SHALL BE AS VENT04ED IN B,1) AND IN 84) /ANAL Fw.Ixxi-i a'"' aaiRN" . hN„Mlll - StAAF�"URE/we "ALTER A Iw ,.., fl - WM[t i a fA ;INSTALLATION ,INTO POURED DETAILS FOR REGULAR PANEL CONCRETE QR CONCRETE ILQr,K d) STRUOURES y ISTpW) POIiRED CONCRETE DENT CONCBTE B1ACX _ t1fRi POkRIED CONCRETE iMt CONCRETE a.. 5 ; REOUN:RED yr'f' �. IREWatED. CONCRETE ANCHOR" CONCRETE ANCHORS .l . (SEE SCHEDULE ON 1 f stcEls - �'4 A THROUGH a (SEESCHEDULE LE ON 10 ) EXISTING POURED CONCRETE j+ r - i 2 L .-- I- t r 1 1 CONCRETE M REQUIRED 3 -satf EIl eats 1 t 4" 1 / 4" fMK, " re, r9c SW .. __-.._.____.. • coNDRETE A14CHOR5 s SCHEDULE OFT. rr ` -I - f 1 (SEE r, 1 l i , 1 SHEETS 9 TIIR01)6N 10 •/ E I I 1 l i f I 1l - 1 i _{ f Sf ,.r,r - M S J F. , f{r`ml.p 1 Yl `I f 1 t 1 . 1 1 I 1 A f �! L -- - 1 -' If4v-7nU• I SFPATY31:1 - qr':`_ taa . 10 GLASS. - n f OLz mA p/a I Abml O,Wt r•4n p .- _ +:J/S.,•4aorr d-'` .�..- -SEPARATIONA W. OAtIP'4Ag TO GUESTS: , 1 mus M Wws - i NaaAN am r.Ar} ED "y�rr., _ d' : ��,111- i>1.` r �' 1 I I t (sEE Duta.... . MTax -', 4 ( 9cHEDULE 4N SKEET i '•D I Cll.4s I ON SHEET 3) ( SEE LENGTH 1 I. {SEE SCHEDULE 3) R I O '�' I :. "L- MIA. IA6n. SEPARA1Wt1 1 1' MaA. I 1 ON SHEET S) 1. BETE AIIO140R5 - _ -.(SEE ^I°ON f 1 - A ! PANEL LENGTH -1(,� SCHEDULE B _ 1. .-. 1. sC11EOL€. ( 1 T I 3) I PANEL LENGTH SEE SCHEDULE i W+ SHEET 3 (SEE SCHEDULE ON 1 1 /--., ,, N 1 � ON SHEET A---.55_HH_LLEETT-._.__ 3) r._____FA-._ .. -___. 1.._.. __-._.I.__.. T SHEETS 9 TtMOUGH COAL I - 1 L„} 5CX I I f EX 1 A 5T09 N 4 1 - I 1 FX sTl 1 '_-"1 / L i MAX, GtA55 I T Z DU155 ;, I LD.. ':. I 1 •'rIDA,t� 6a[n O E SOX f - 1 0i R` 1 1 -d tr L '} E,O R. :--1 EO rr `, 1 : ED, r I I 'y% r 1 '.,.. 11) II `.L+fA1P EPOMLED O 1'Z7'/ � =' 1 -' r.y t ' �" -11Wi1= 10t"I"dEEEI'�01t H HA`�n-- C.wHICRFFE O.001 ) .; r, I - REOl6RED, i_ CONCRETE ANCHORS..-...-_. / ( (SEE ON r J f _.. ._____ 1 _..__.« 1j•ASV -to -f0- ,t121/•f4, M.S MI MR ,t r/t• .c. , - f. _. _... h _ SWElSCHEOIRE 's N-_..ALTEINNATE - 1' A9n. `--" I44 W Q1 ONLY WHEN 5000 ,,;I; LEC LOCATION , I I •� w/ � - CONCRETE ' OR CONCRETE HOCK ALTERNAIE COWRETK _ }AILS POiAt{D CONCRETE ANCHORS __ ciawrD, CUHCRE7E ANCiI(1Rs_ PANELMAlES ALOE USED RED�n. bR C�9NCREFE BLOL"K (SEE SCHEDULE ON STAOBER'iD Wt STLNF (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SNErts 9 THROUGH to) SCALE 3/b-1' SCALE 3/8.1• 91A4E 7tn.i•. _..1N14 .Inn. TNaA.,. '-VA\•%?ETC ...."/Nj CENS '• FLORIDA BUILDING CODE Nan h V91oc). HMrricam Tom LQOrC_itTR CDMBINATIN4 OF SECOM: ED.. EDGE DISTANCE 0.44167 1 it a*i £ * .*- i qq 57ATEOT� �� `�`m OeC 24 CAGE WAKED STEEL STORM PANEL i�O MMcGLOBAII.PROTECTKNi PRODUCTS, LLC, �'A et/n/M- Llae (SEE SCHEDULE ON TOP 4 BOTTOM MOUNTINGS CAN BE SHEETS 9 4 10) COMBINED IN ANY WAY TO SUIT ANY ik ---__- 'wry©�D(.' �40RIDI`• „ [ •, ''� w.: W- 4ar Aa vIW,IW plea. n. mIw � n', 6AOI xe. 44 m R' aU14 20-175 INSTALLAT)ON. • IN 16 .• G 1 _,PM - - M-Ott er HM-t 4`� (C4NI6-6M oftsm R.: F/N.' 1UAE/aTE lTAL1FAUA WLUF'a. F£ P'R 1 I I �I OMIT a 9F M -9-0 I) N cn N (u O N V w0 L CD Q � c CM cu � � �U N -0 cuF U O .= 0 C CD 0 cu C O .4... cu LL 1� p - (u > En V�I ��•� cn /V`�y! ii � c Jn 2 4 z w J to f N - -o cp O UJI 1 C--c CD Ef/R -o CO LA_i ,+ C 6c < H XO O Is r, d N ,v - R 9- 5 Q � J cc:3 46 _A /0J =• V R 7 W_ = CA C E Cc c � I jNSTALLAIION DETAILS F4RET•E(,AEPANEL INSITALLAIMN INTO WOOD STRUCTURES Min_-----_ INSTAU,ATION QFL AILS FOR REGULAR Q NEL INTO W000 INTO POURED CO i3EjE QR CONCRETE BLOCK sTRUCTBE� -- - ALTERNATE CONCRETE ;,, - �;i WOOD ANCHORS , , - ___ I m Doss SEPARATIONI 1 CONCRETE ANCHORS, ' �S RCN LWLE . ISNEETi1D ULE ON I` 1H•4-2mI• (SEE SCHEDULE 1 _.1do - - - ALTERNATE LEG 11 - - 3 S IEAB TITANS ON SLEET 3) eaTa" 4•a6' HAin.) EXtSTiHG Woo _ "_-ALTERN111 EXISTING POURED CONCRETE_ _, 'WA9," 4 1/4" 0e, L 1 BEAM REWIRED, STRULT I. (SEE 'SCHEDULE ON OR CONCRETE. BLOCK _ SHEETS 9 7HRouGH 10) OR CONCRETE (LOCK , , ; ._.._ -.�: .r ,. �..-tk, - - ' ?;+ 9"MW"DAI r-6'J : AOCOLW4Y OF E%51WG WC700 I "I I 1 ExrSnnN PETERED CONI".REtT._. - :, - -1 %�«I 7- MIX. sEBI. -fA_ •, I . SHEETS 9 Tucff to), NEOUN,ED. REauw£D. / /-.___._Ek BED BY __-_ ,_ TERMITE LEG 6Ut5fMIG POURED __. : CONCWEIE fWCNIRS r. ., 't' .' � - I:. - .. "_".... PANEL LENGTH AIEER OR COY '. ' (SEE SCHEDIH,E GIN _- '- WOW WAM ,, I I :--4/ WOOD ANCHORS - y-- _I 1 .. U. ..i (SEE SCMEDULE AMCHRECT PRIOR TO SHUrmR ,� - 1, a 11 CONCRfl'E REOUMREO '^3 SHEETS 9 THROUGH 1. '1 ; _ ` ,{ (SEE SCHEDULE Dk d 4 ._._.-_.___-.._ _�_-t_-..,_. ON SHEET i. VCR MSTAIATION. ` :i _ t l •'f r..CD r:.,r `' r AMA,._- ` /f+' SHEET 11 II al r I-. `-•-_ _ V10DD ANCHORS ALTERNATE wotX3 ANC110R5 •" t' Mtn. - I ,kt',4a vfAaEll feAe ,. -T J 1 ✓ !!•!f! !,. _ _ ,:% 14+I TO sa ,A2w -) . ) - •., MAX. ) Y. - � , I 'L_) ( F - ACED !g , - (SEE SCHEOLRE ON (5� SCHEDULE tRN ': G -_ EO.- fi".,ALE« WA MXEa CA ✓f r. r / rG` - . I -;,r; -.BALL.,_ Ra-•- •---RNA tM SE4N oI 1 _,: 1 - „ . 1//2 0 $PADER� 51NEET SIffET ) . , _ 3 r/ LAW %?: f .tf.�,.✓ . 1/a ''., 1/4• SAL MS W MR lid l2 -J1f4 -,. I , _. I tFHUiiM-"N i 1 OF Y' iH) r, .(- 1/2. .-.._his , oc A 4` ✓(D _ -} tAX, ANC aj f ; , ,. / �. --_�' ___ -"- , I ! .__ - .._.... " ; i I I _ F MAX. E8 AL1 , 4' i , - __ CONCRETE ._..- _ �,. • z /s' Oc WOW NEWER _ .-. T , f ,.,..t I ;' ._... i MAX. _ r ,fir f -""i'. -_i : - 1/T _ . _ " I I 1 1 2' I REQUIRED - • 2' q Ea TWUOD MUO[R , - 9 i (SEE SCHEDULE ON ID �' 1 __-_ ° yd r .AU+I I 1.. f ! -�. � I � 4 - -__ -''� C - ... `-_ 1 I -__..- .__-__ __. WOOD HE . 1 _ -.--._-_..._-.--_ __.I - � Is1I� 9 i SHEETS 8 ROUGH ) M -1s t taY-wn } EO. i -»_ - _ 9 $ 1 A, 11 Fftli- I IWAO pxa ! .' 1" I I.. { " ` � I. �,, '",' I - 1 ED, I E1lUSTNK:.j 1$ I i ... 171Y-Xk,.`. RO113 _I 1 : i E 1',Y TALL -e 4 tJ4' Ot J` iyj J ,:';. 's.%' I PANEL "" F� t -- I - I I - - GIASs '" . -4 I VtOCO +M,CNORS 1 I . W e A Try' OC. e M rr���-- -.2 / .. ,' I - I i' NAAX LONE ALUitlptAN SPACERS _O, t2 tf2- 1 ( 'T,2" t N {,,,,rr�--' Co.'!� p-� 1 r ,rf+f,r All .: il. I (SEE SCHEDULE L_)�i.� , �. I , 1 i (SEE SCHEDULE ON 'EINI . � 1 1 ':: {5 ii. - I M• ft 1 ow S+,i'ET D E An. U _ 1 E I I : , -� I I Saw it) , §'. E WE ItY t L 1 I r `I SEE ANTE aABli I1 SHE'ET 1H.} t 9 , . r ,+' /:_ - SEPARATOR i l MI I _ I I t/r LONG SLEEVES- FSfPAATISPH 6 N 1,,.4-xsf• 'a r U +- •' I MR E SEPARATION U -�"./ I t MAX. IELOW MRATKWS F1'R L MM,. 1 __ ,'-. I 1 1„ L / '>LL ealm r • ;.1`,�•- 1 _ I to BASS. 1 TN sHftTS. L.. iO ,LALSS- I PAN€L tFNDtH 1 , PANEL LENGTH w ,f " SCHEDULE 1 , `•N,!'4,j3e+I ... tl.. - To GLASS .. 1 ,/.Y-Zan• (SEE SCMED1.4 I 1C4.4-tat' 9 a 10 F SEE SCHM" (SEE SCHEDULE M I (SEE SCHEDULE i ' F 5s ilmtS MN� 1 ikM SHEET' S) i _ 4.., PANEL AAtE: FEMALE O OR PAt4El- INTE O (SEE SCHEDULE ON f 65. e&t6 "� • A 01, SHEET 3) 1 JI N wI[AM, ! i ON SHEET 37 t._.- _. __ • -. _ .1_.... OA SHEET S) - ION 5N£E? 37 ,0 / FAn. SEPARATOR TO CLASS. 1 _-_._ Y` IAIM. A a oeArP ta'r-ma• - - jj ) L _... . 1� f T. _ SCFIEOlUF ON SHEET 3 I ! 'i.' MAX. L PANEL LEINOiHI 1 SKIT 3) f4eE NR tYte! 1` MO.. -., --Y' - BALE 104 FNa 1 L , t >:. ! fT7 1 PLUG (SEE SCHEDULE ON FEET (1 r_. -. R t 4'W-EI.,• A + -. __ l I ,�, - 7 N4 S.i IgLR." J f . , -- ' _. -- ORE fi4 Rea I ) L .. Sa Aa1S rA� PANEA LENGTH .-. 1Deml 00 rd) 1 " I Af EA E MINA I • ii uIEtN aWH r-6ry 7F u awAPCL " n. _ �` i _-.( I (ON &4w SCHEDULE)11 - -_. AY �+ - I LeWR+ a1XI r-A') PALMED. LENGTH ( 1 i 1 , 1 1' MAX. 4 --- -. -:- - :. -Ni; ,: I NE Fnt w1At (sEE SCHEDULE 1 Min. Ex6Tt ,i _ _. _._ (SEE SCHEDULE I _..-- -_..I ExiSiIND E , H71Ok OWX r-M'} EXISTING. 1 To GU495, 1 2'PA" WOOD _.... 1 - . .... ) ( I EXI A �. I WON am r-in ON SHEET 3) .. i -. i 0E We,AWa SFPMARON f t + 10 GAS$- ' t Ig�it ON SHEET 3) -1 _cn (SEE SCHEDULE N L✓' : GLASS__-1 _Ag3OXa -� .+-_ 7 1 �+ I GLASS._. i __.. _.. _ U GLASS SCFIEOU�E-. F _lY' R/QE REOIRRID E____4A'. _ _P-1._ _ _ _ . ON SNEE°t 3) CaASSSn �. - _..- .. (- _. :: � ..W t .�y4 - I - . -"f_ �_ 1 v 1 i ON SHEET 3 - .. �lii p ON 5EEET 3) I 1 I L L- <., S _ * ___-- .,.__: __ - e 1 OMw � i wMz ,E., 1<< I 1 - . I {6 {�1) i I = i SAy ALTER 3TIVE 2W' I i _( ' - - - + - - 1 �� 1 1 _ ..A,U'•� -, 1 , . , -< _-r '. I k g01f F I { 1_-� I SEE TABLE I t OM SHEET 11 FOR MAX. PANEL LENGTHS r I of v 4 i MAX I x1�. } E.D .":.r'r I SPACER I A3 _ _ M. . 1 'O t2 1/'2• o-C. ! , , -_ - --..... --iFNGCM 1 OF -L, j 1 OF 1' £A f O 12 t/2" O.L. MAIL. .D OFSIGN LOADS FOR TN15 IhS'TALUTON. i MAX. 1 U e _.t _. f ED _ ._._-___. ,-. _. -in f p 1 t H/s' I ' I I „_ ., TAX t -, u` - U I '1 O 12 i/2' O.t. N -1 p1 _, ") _ ._i I 3aHI'WD Ants L [ --_.-_ I �' - 34'. a O 12 1/2- O.0 EO '�,� - .____---4 , i : E6 - T/r 4 .. a) i _-^'__ 1 1 t ,. NO FlpsHt_ i e/4•R-11NCON4:RETE ANCHORS " A 4 f/+'oc CONCRETE ANCHORS 1 ,. i I - _--._-�_ i IOU EO I : 6 1 -` I ALLCNF:f) ..- .. __ 1 _ _t EtO , e ep' Q[ I E%ISTNO 1 $ y�., gti., .� � ^v (SEE SCHEDULE ON ?>;} {. (SEE 'SF UUIE OM _,_ /� -. _ J.-.-_. ! _ _ 1 .i11 WOOD ANCHORS tJF 7k KOFE: 1 - �...... CONCRETE ,v,.., , ..�,'-.?, . `�.....�..; u ,EDGE OF' WALL OR SLAB SHEETS 9 THROUGH 107 r, 5'MEETS 9 THpROUGHN to) ' ` ($'.2 f/p• LONG MAx ALUMNNLM �' 1 _ __- -- . .. - " RCIXNRFD " w' I V SPACERS O 6 1/4' O.C. VAUD FOR EA - 1j _.__. _. ._ _. _._ . _ _... 1 STASOEAED Wf 5710 Sf ,= U LAW t I I/2• LONG OP: .y - 4'• �4 ^;: (ALL. CTIiptTipM)i<, LOADS 1 - (SEE SCHEDtriE DN �• k / EX1SrEG POURED CONCRETE Atl DESXN,N AND PAN0. - _ _ '. _.. . _ .__ f - .-- - zzWOOD i It LLLLti.. /> -' -�P CONCRETE BLOCK EXISTING PONIED CONCRETE UENGTN9 PER SHEET 3. - r, i ""-"-'? „ $MEET ii) (1)MULLOVI N 6 LOOM To A aR Sim r:."=,WIN tY-q' _ - ____ QEGK REWIRED REOORER) _ WDOO ANCHORS O CONCRETE ANCHORS _ OR CONCRETE MOCK - - 2'X4' WOOD tILB�: I '. - IMX WOW MW HOOEY (6N: a A MS,acaa FNGMI AM ANCHORS a ---- - - (SEE SC63A)LE ON - '` /:' RFOLAIIED. 1' IA%. LONG ALUMINUM SPACFAS 0 , _..._ I f• MX tE7VatTOH TO p"lK f161CA1EO 1 " 2-X4' WDMt "am NENIr cuone .Y Room am MEET it). WOOD .. REQUIRED PLATE REOLIRED WINO ANCHHORS . (SEE SCHEDLtIE ON �__. 7f4' SLEET tt) '- -Lt --E.D.- "= ' 12 t/2. OC- (SEE TABLE [!, ON M o- sD14nuLE w+ I! SHEETS 9 TNRCRIGM It) SHIEEt'S 9 A 1D.7 sTAOFir"FD Wf 511JQ DI St934 S MW R REXg6a 11D ,/f, ni I ' _1 I (7) Atcume e044G 11e1U i0MP010n M PANEL MIME FO1NE q al I Sip'E'T 11) ____..--_.-. PLATE P EOL"PEQ -...-. (SEE SCHEDULE DN IMq A4 1NE tOtiOMIR tAMdFgFIE NE ' _ .. _._ WIRE WOE PILLS) SFMLL pE 9PAaD MM"tAI AI A t/+' 0.0 _� I SffET i1) tXWAAm AAIa ' SH W4 N17OWtiON NOM is fJp• o.G, 7IAON0 ALOAEO a i A AIIJILOcn - TING I b) M1 oAM tA6 OE(NDI PRF�IE i -'-2 MI- V/ I __ IMMNO a .0% -as Pat (3) Wo- s4 GAGE AM D. umm a LAMED To L M Alp o w a SCALE 3/n" 1' _ _ f I i W. A AKDPa11pR PROM IARGp r1MEL l@IGIIR AUtAIEO oN f ,. SCALE 3/GANG (O IAE1AM 9aiM PAC, IBAtM o i SWET Ii7 CMM AND a= MOUNTING -OVT/� ■ WALL MOUNTING (3) sttlw wta .arAtLAEGN a ONLY I 1 (4) IaiQ U.a6WL.At1Gr WAM OWI NIIr �W ML R .`OU I OMM 00 I &URK&MM AtB(j +�, A 1N1Xi±i INTO AN OmR,eO WOOD 0R1AIE' WALL SCALE stti-1' W40 MR we ZO6 1. 2 A D S AI MMO m Asal SCALE 3i9+,1' AL M A .� '[W I! I i NNH SCALE 3/8-1' " r.ilta 5„nnnreNl I MI .0 a s,, " . Sao" swiss ,Ma TIE 2010 (Tar Ewn" of ?HE FLORIDA, ! SGI,.E' 3/p-1" 1 Mari 1. t r 3 PER +UAL I eMaDeO. NOG a�T`E$ A. r/J i _l✓ �ti� ". T►tA` __ _ ER w, r%�c,� _ _ _ ^i �,�ceNSe - .�% w a �CE�` a ... FLORIDA BURRING CODE Non Nth V#IocifHunlaone ton. W. �10EN ' :I FLORIDA BUILDING CODE Non High Velaci Hurricone Zone NOTE FOR COM BIJA.TION OF SECTIONS: NJ}�S NO, 44167 z FLORIDA BUILDING CODE Non h V Nurrloam Tom 2 t. INSTALLATION ARE ONLY VALID FOR MAX. A_S.D. s *' z` : 0. 44167 awso it"M MI, rp. G0MB9,tAT10N SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX.A.S.D. : NO. 44167 ' °mS0 m'a0' "M• F1• 76P ;BOTTOM MOUNTINGS CAN BE S ' �' r Aorta Tama elc. r.r. - 21 CAGE WLVANIZEO STEEL STORM PANEL pow g NQiE TOR Qf _ 24 CAGE OAIYANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (9.T) AND PANEL LENGTHS = a 24 GAGE GALVAKED STEEL STORM PANEL a NAN * Q z * ; * a DESIGN PRESSURE RATING (p.s.i) AND PANEL LENGTHS I W.: * L * M 1XWm IP: COMBINED IN AW WAY TO SUIT ANY AS PER SCHEDULES ON 5 3 y a A. wCt NOTE C:O�iWATKN,I E)f CT t zl�.. - OM/sm TOP 31 BOTTOM MOUNLTINGS CAN BE AS PER SCHEDULES ON SNEEY 3 (EXCEPT FOR ',.,.I,, ; T ,D y INSTALLATION. 2. FOR REV WOOD FRAME CONSTRUCTKNN: WOOD : -'<` f0- "`' --�- c "/s A w/V/fine Z E.D. - EDGE dSTAJACE firATE flI l� 4Nt. L PROTEC1Kk1 PRODUCTS, LDS.`. DACE COM91N£D IN ANY NAY TO SUIT ANY ALTERNATE 2w'} : � - STATE � .� M„4. GLOBAL PROTECTION PRODUCTSt Li,IL". WE, MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECIFIC F .- -'-} I! L E �i Q A1Ec. GLOBAL PROTECTION PR%IDUCTSr L,LC. aTE 'r , IpRLD .. �ORit) lellr OENSitt OF 055 OR EOUAL. �k� NAIL `^ AIU Z (SfE SCME(YULE ON TT7P 4C BENTTOM M13UNrMGS CAN 8E O+. f A 4eGA sW 6, atRtEl INSTALIATTON,. P TY6e 1:r. 6r annT (E .eea s:". s, A61@TSHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY '4 �•AA t,wsRLWfewlf� n>t,r 20-175m1M,r13s3» 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD S:o'E4a sA. +IOU ".r wAVA4Y NIKw aME. R. 3314 20-1T5 'AlAnfn,utaL Id`"`,,. *-,�`Aas"e ."tea" m oIAE•tL 'x11a 20-175 INSTA LATION. /(% 'DIMIW "P: S .WIrr.A. - •••�+' awtrw N AFN rIrvEJOAta ITr„"1-,Io�-ICon7ls '"sn-Hw far - r W.P. l..IW4-7 'a' NR1 M,9 is MEMBERS 051 .5 SOUTHERN PINE No 2. W/ SPECIFIC A ••-•'•� W "°'�' .'"„-s' i9 F11W.AN-,4w .I.. �iPa w�. RI M . I .R, Iw"Ao PE. vu9s,RMTUAE/ovE aA T,eA^ a. --pM4 �7 -FAO: as4m ALIBI CA afgOn9 , I 'I'm A TILNI Y. PE I 1w • alal N p 1e J -. 041p A TIN .k_ P.E . , /teat • a is , , EL SHEET N0. SH 13 END CLOSURES DETAILS FORIN$IAL(,ABON IN EgURED ONCE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL 1) SYSTEMS OR 1 YP�� . Apr 3100 N_1. w ✓% g 4 AC Eau-r$ AUAV Dort. Sim Ile WKY00., I12' , TAPONI a - AIR.. PpMm NOTNYETE. Imo, K ?•.4" 4i000 PMMW COURED OPICf f OX - E r"\ mcH R 0 1Y o ? 1!2' � E--._ "t�: DR® Mbs,g--- ��.. 2'N' NODD FMMt •,yN 1 NWd tlavEt f ! /} t1! 1 Ci1I 1 AUTI r IPf9+ ANC/gR t Na ' 2fERNA7E D�6MltlH1 lEL l .f: '. 2', .w5'ID e 17' OrVA1 2" 1 sb< L �3e At11M. A+iaF ON 'Ai" 1 Ow, 3105-N"A SHEET POtRKO CONCRETE, CDMCRm N 1- &.QCX CA r..• w000 FWA1E 7 T!� METAL ALUM. piM PUN 2 zs 7 • j �j /-•-' AEdJRm 350e' .1�- 9iinl�Or 2 1!z• .. d � f _. 2 _ E :7.s Cart. AWN. ANwE "r la.--mow.--..A M-. GAP >j r 12. OC.- 3iO-Nr4 OR pOaJ-1s 11;01' w/.P1C%4Ur CALL M,m AMCtL CASE A (PLAN) CASE B CASE C (ELAN) CAS`) (ELAN) SCALE 1/4'=1' SCALE 1/a'-1' SCALE I/e-1' SCALE t/e-t- O AND POURED Cox9EtE, %..._... 1_...__a J/ ,a DR tX1ACREIE W.00i ''POP. pDErOM OR ' PARELMA7E %7N3 (S� -137f .•: CONC#ErC ODCK +3R-- VAAN?S 1 2., �^' OR 2-M' NOW SM OF OPENING EaEOIAI ai SNEf1: p, - (TARN. PANEL z•.a• +F000 FRAME. g 1Mr.'E tat ® FMYE RE01NND AS OPPUGN£ - t6 • lt) '�J `7 S' OPENOVEING WIDTH) I•pUKO CONCPFME. COMCRM REQUIRED E/"� �^+' OR 2•.4• WOOD FMME ..i�+i..).`�•E4��'^3.""v IEOteHEO . -a(2) OR(J)WAR I VAMIES v -(1 1 � SENT wl ANcNOKa .Ralr A _ FVIA0VLUU. TO % 9-0. DISTANCE CASE G (PLAN) jjf ars4ao�eP j/w�wnR . s• CL A r)� Jr SCALE 1/4'-1' .tNAMM �013 • LOQ ,,y .-«.-./ VALID FOR DIRECT MOUNT INSTALLATION ONLY A �fNs • F CERTIFIED PANEL INSTALLATION AT WALLS W/ - : SURFACE LEVEL VARIATIONS WITHIN 3/4" 44167 FLORIDA OUILDING CODE Man High V6kei mu no Zone CASE E (PLAN) CASE F (PLAN) a«M IV= W. NF. s 24 GAM GALVANIZED STEEL STORM PANEL pplpN M: SCALE IJ4`-4• SCALE Ile- I. �'•.-f(OATD1'.•;L�" ,�II�Pe .• GLOBAL PROTECiKNi PRODUCTS. LLC. °`�' F�rfr. SB6.�M1�+MBGrr tI E ateO.EMt AnE: n NFNNNFNN _ / _ a6m S.M. Si Siw:Ei �- '! +{'2 �"NW w sw FN. a a wrst MafoM. ail 2G-175 EM Aw O4n- -OMD TIP— R04L (p RI&I -7iHo, to Sma)M-$HIr �ls. m%*w % P.[ SFA/9dY3uK/Oa1F G-D®a2n M Ms» tr w� MA1G w 1►U1 8. PE Y Ipw509SHa[ 6 a t6 a (VAUD ONLY FOR PANEL DINST&LATIONS AS PER ALTERNATIVES 1W THRU 4W ON SHEETS 6 A 7) MAX. A:$ D. DESIGN PFJ3%AE RATING (P.aJ3 MAXIMUM ANCHORS SPACNG FOR E.O. - AS SHOWN ON SHEETS 6 A, 7 APPLICABLEMAXAIUIVI t ANY OF THEY PANEL LENGTH ,L. (m) TAPCON LAG SCREW PA}ELMATE FEM" ID MaANEJ3AAOE PUNS WOOD BUStWNC 13" 13" iS' t3' 1r tW (>OP) - 73' _ 13' 13' 13' �7 -^ _3 va. le (BOT00 6 1/2' b 1/2' a IJ2' a IfY 1/2' (TOM _ _ a Il 12 1/2` 6 Ile (BOTT 5'ORD' LESS 13 13• (TOP) t45 -45 OR LESS tr a' T } 3 7 3 1r T ' 3 93' 3 1 6 2 w i t 1r 13*ts- a• ,W T W"W) a 1". 6 1/2• 6 1/2" a -/ 6 t/2' (TOP) - - 6 Ile 12 1/2' a Ile (eO7H.•) TO 4 1/2" 4' 6 1/2` 6 1/2' - (FOP) 4 1". a 1/2° r r - lW Dorm 12• 12, a IPA (Top) a 1/2` (90170110) ' SEE TABLE #1 FOR MAX. A.S,O. DESRRN LOADS k MAN(. PANEL LENG;ILS WHEN SPACER 0 IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A5D. DESIGN 1A (P.J.) MAXMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SEEMS 0 t 7 APRICAKE 10 - ALTERNATIVETH t ANf OF II&V tUX6.AIA LEA"m L• . (N-) TAPCON LAG SCREW PANELMAiE FEMALE O PANEUATE PLUS WOOD a115HRE0 - tr Ir W tr 1r ITT from 13" - tr Y 5Y 6' i W (BOTTOM) 6 t/2- 6 1/2- _t 6 Ile 6 1/2' 6 1/2' (TOP) - - 6Ile 12 1/2' 6 I/4" 211 (Boor..) 3,-w _ OR LESS 3W 3 3 (OR) TQ 4 73. -73 Ir 13" 13• 13 13` 3 i ' it }0` ILO _ 0 , T to (BORou ) 6 t/Y 6 1/1. 6 t/2- 6 1/2• 6 //Y (OP) - - 6 if4' 12 1/2* 5 Ile 2w (Bo",.) to ♦ t/2' 5- 7 1/2° Y 1/2" _ _._ (p) 7'-5` $• a 1/2' _ 0' 8• A7 (BORON) - 13• 12` I-V - i3` 5 1/2" 440 (TOP) iW MTFDW • SEE TABLE rt FOR MAX. A.S.D. DESIGN LOADS At MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALMOATE 2W ON SHEET 6 Jim %1 A A.S.D. DAM LOAD MAX11MUM PANEL 40 PW OR LESS a' -a' > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PST W-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ffAALE O OR PANEL MATE PLUS ANCHORS R W/ ,-1/2' O.C. MAXIMUM A.S.D. DESIGN PRESSURE RATING (a B fy) AND CORRESPONDtNC MAXIMUM AMOR ,SPACING SCHEDULE FOR REGULAR STr7RM PANEL 5)INSTAL L OONS INTO CONCRETE AS CONCRETE BLQCK STRIA, SES (VALID ONLY FOR PANELOiNsTALLATioN3 AS PER SECTTDNS 1 THRU S. ON SHEETS 4 At 5) MO. DSO. DEMON PRESSURE RATING (p.N.TJ MW" M ANCHORS SPACING FOR MINEO. PER SCHEDULE BELOW �APPLICABLE MAXIMUM Low" •L• (k,) MAX. AS.O, PRESSURE RATING (p,N,t,) MAC" AAA SPACING FOR MN ED. PER SCHEDULE BELOW ' A MAXIMUM tfRCTN 1 (n.} `'0-SET I MIlYAq PL.MJUS 2AMAC-kAAJN CALK-W t1. TAPGON SOLID -SET PAVELM RAMAL-MAiIN CALK-W t 10 f0 To W TO 10 COIIEdI�dIOHN OF 711iM 10To, TO W /0 W DOIITAIEW N TwMErNA1tlA OF THEM000" .45, -45 OR LESS tr t3• L Ir it 1!' tr 1]' 1r i7' tY t1` , (TOP) a•-r 1X1 LESS + ro-4S +aa, -ea Ir ,3' i7' 13' 13' 13' 1Y 73' tY IS` it 1t 1/2 t (MOP) Olt OR LESS 13" 13` it Ir Ir 13" Ir 137 t3' Ir 1Y 7r 1 (OUTFOM) it 1r 13, 13• tY_ IY /r 13• tr Ir Ia• tt t/2 1 jRH51/) Ir 13• 13- 3' 1r Ir lr 13- tr tr Ir 13' 2 VO9 lr Ir 13, Ir tr 1r 7r 1r 13' Ir it 11 1/2 2 (TOP) 13• Ir tr 1r 13• 13' ,r 13' Ir Ir tr 7r 2 (BOTTOM) 1Y Ir 13• 13' tr Ir tr W 13• 13• IS' 11 1J 2 (BORON). ta` t' J 1 r 3 13' r 3 J 3 3 (MDR , " I • t3• t3' 13' I' s tr Ir ,Y 9]• T S 7, 1 3 (tOP) _ I 1 2 2 12 7 2 e 1 { • / 6 , a' / t ` 2 2 12 t / 2 1 6 1 / 6 1 / r 3 (BOTTOM) ( ) 2 1 x / u 2 / / 1 / 2 /2 2 /2 / t / (801K11) e' It' r or 0' r 9` a' T7 t/2' 4 crop) 0• S t/Y a' e' a' b IJ2' a' 7 iJY 6' 6• 9• S` 4 (TOP) 4'_. (BORo►7) a' -. 1 T ..�. I3' e• '.._ -- - 6' (SOIIOM). t3' 77' .-.�_ 73' ,• 3 t3' 3 ,' Ir ,a' t3` tr t3' 1 a t3' , 3 13 tr tr tr '3' + ' ! ,3' t - 3 t3 `"ilf5r;: .6 1 ' _.�_ 13' ,Y ,r _�'_ tr 13' _p. tr ,S' tr 71 1/2. 4 (TOP) (BOTTOM , 1 -_.....d t 3 1 a Is s ! 1 r 13 t3A t3• T3• 53' 1r /3' 13 lr 13• tJ• 1Y 11,11i, t ' S I r I S 1!' 3 U' tr --. iJ" - i 3 _ 3 _._. 1! _ t1 t /2 6 ._. _ _ � 6 1f4• 8 1/4' 6 1/4' 6 1/{" --...�... - _. - _' _ -- 6 1/4` � �..b - i/!' 8 t {' 6._1J4` � 1JT' - - - - 6 I �{" b 1/4' 6 (aOTD.••) DIUTT 13, S' Ir 10 1/2 tr r 13' r 7 5J2 5 1/2 Ir 4 1/2' t (TOP) aa'-0, TO 74' 4` 13• 6' tr W 13' a 1JY 1r b 1 Y 9 I/2' 6 tf2` tY S t. 1 (IMP A-e- S') To $_@ T3• 7- tr 13` IY 9 1/2 Ir 9 1/2 10 1/2 7 t/2 tT or I (BOTTOM) 13' 7 iJ2• is' tr it to- -Ir to' it, a' Ir 6 I/Y 1 (BOTTOM) 13' a ,r to t/ tr r Ir r 7 1/2 5 1/2 IY 4 1/2' (10P) 1r r tr 13' tr 0 1/2• 13• S IJ2' 9 1/2` 6 Ilr 13' 5 I/r 2 (TOP) 1r r 13' 13- tY 1/2 13- S 1/2 10 1/2 7 1/2 tr 6 1/3. 2 (801T(IN) 13` 7 1/,r it I tr to- Ir 10' it• 8- 13, 6 IfY 2 (BORON) 1r {I-0 1r ' 9 I/2 13, 9 i/2 10 1/2 7 1/2 Is' 4 I/Y 3 (Top) tr 7 IfY is" i3" t3` 10' is' to* it, a' Ir 6 t/2• (EDP S ) - - 12 1)% 12 if 6 1/4` 0 Ile 12 11Y 6 Ile - - a Ile 6 Ile(BOTTOM) - - 12 t/2 12 t/2 8 1/e a Ile 12 ,/ 12 1/2 - - 6 1/4.6 1/4' (BORON r Y a• 5 f/2' 7' 3 1/2" a' a- 4 1/2" 3' 6 1/2• r Pop) 7 7JY ]` a' r r a' r 4" 4 1/2' 3 1/Y a IJ2• 3' 4 (TOR a• 6' a r 5 1/2' T 1/2' 4 (6OTW or r _ 6' e• S 1/2` T 1/Y - 4 (BO'IW "ir r tr t3• I!• 0 1/2' it 9 1/2' 10 I/2 7 1/2• 13" 6' p (TOP) 13, a 1/2` Ir 13` 13' to' ta` to' it* 6• 13' 6 1/2" 5 (TOP) 13' 7' iS• ,3• 9 1/2' t3' 9 IJ2•. 0 t/2' t trY ta' 4 1/2• S (abRbu) 7r b M/2• tY ta' 7'A' IV Ir _IO' a 1f2' 3 (aOTTOM) t3' - S' #/1 J2 lY 7' tr [ 7' T lf2" 5 1l2" tr a 1f2" 6 (TOO} IY 0' lJ" 73' /3' a 1!2' i3' a I/Y 9 Ill' 6 1/3` 13• 6 1/2. 6 (COP) 1ls' 8 1/4• 6 t/4' - - - -.. 6.1/4` 6.:1J4' 6 (WrT.-) - - a ,/4' @ 1 a• 0 IJ4" a 7 4' -^ - - - @if4' 6 1fi' @LIGHT.••) s12 SHW 11 FOR ANCHORS TYPE t 9PACMG TOO NWAUAi M INTO WOOD FAME WXDMOS. r AaMAMM MO" SAINCO S AND W"M EDGE OSTAIOE ALE tl/OYAVM ON It" SCIMAL MR E.D Las THAN NONY,IE6 ON SOCIDU E REIKAX ANCHOR SPACING Of MULTIPLMN6 9PAON G SHOO 06 SCI MALE to THE VOU4 M FACTOW MR THIS OPOMIMH 10 K "SUKL REDUCED SPACM OFAN DT US M CA" SIAia Not BE LESS THIN tAAMUM SFA M MWTM Fat TrCH A"" I M ON no SCH461AL. Ile. i/A. iJ4. 1/4. t/4. AIIaIOR "PE -t(4. itND911 _ MtMe-IQ 2AIne40aM O.iN-rr MINIMUM ANCHOR SPACING Get) 3 1 1 3 7 1 i!r _ 2 wit no M) 3 3 ,/Y 1• 3 A +/r 3 DMlAWM&) NIOQt 3 3I1Y 3 I/r 31/1 3 7/r 4 AMM WK DIBBINCE FAOTwE r 1 1 D.ID _ DTI t00 F.ao +AD - - HAD ee. IRO.. SPACINGS ONLY VA:IO WHEN SPACER IS USED. SEE �T J7 FOR MAX. A.S.D. DESIGN LOADS & MAX PANEL WlEAJ SPACER ®'� USED. r MATT. DMA . 1 7 or O 0 uAr iI A A.". DF9GM LOAD MAI M UM PA/EJ. LENGTH 40 PSF OR LESS 6'-MS' > 40 PSF TO 50 PSF V-2' > 50 PSF TO 60 PSF V-10' A MAX. PANEL LENGTHS ARE ONLY VALID FINE R15TALLATIONS W/ SOL1O SET ANCHORS h W/ SPACER AT 12 1/2- O.C. (BE[ SECTIONS t ALA, 01ATNES ON SHEETS 13, 14, Ia *To)---.__-......---- I*R-IA/13.. R-2A/13. R-W14. R-19/13. R-25/13, R-36/141 ! MAX.', R-MAW/16. R-2AW/15. R-3AW/16. I� R-16W/13. R-2BW/16. R-3RW/16. I� rMIN, L/2 { I/4'6-20%1` S.S DOLTS WoI I (USE FOR PANEL LENGTH MAX. 1 OVER 7'-61) ' PANE?. LENGTH REGULAR PAN) 1 j REGULAR STORM PANEL b'-A• O 440A -0.0 pa,1. i (W/ O&RLAP NWT PANEL LENGTH DOLT) LIFE PANEL P (Oro OIt%AP GAO PANEL LENGTHLENGTHBOLT) AUSE 2'-e MIN. PAMM LENGTH ALL MOLWWM S.S. SOTS AT Q1' EA OVERLA"` P 1 r ; 1 _ 1 i ( SAF TION O LIT EPY " -,LOG D.M 3�', - PANEL BOTTOM CORNERS ".. OF {.1 WIG NUT A7 IEMERJOR WING NUT AT •--• a• MA% LEFT PANEL RIGHT PANEL 3' MAX; t INSTALLATIONS ONLY POLO FOR WIND I MIN. R-IA/13. R-2A/13. R-3A/f4. R-10/13. 0-29/13, R-3B/14, t` LPN" SPEED UP TO 170 m.p.N. R-PAW/IS. R-2AW/15. R-3AW/16. R-IBW/15 R-2EWY/Ik 9-39W/16. --_......_ANCHORS (SEE SECTIONS t ALTERNATIVES ON SHEENS 13, 14, 15 t/6)- - -- - 1/4MA%. GAP LIFE SAFETY SI M ,PANEL 01) ELEY�.ATION (t) 2.%7 SCALE i /Y-I /`�� -- REGULAR 1 REGULAR STORM PANEL Oft Ove?'! a7 NWIf VAU" STORM PANEL , H�INN ,'N1 ze° tMN OAT. y 5A`N .p- - 1 _ LIFE PANEL--Dt : * c FLORIDA BUILDING CODE Mon Mf h Volocifty NurtlCana =RIQBsy4rS,s,�QRIDc 0 7k1FQ0 rc Marr 24 GAGE GALVANIZED STEEL STORM PANEL ply+ LLC. SECTION A -AR P ILMc. LORAL PROTECTION PRODUCTS, t Iwo I.w. ai Sa6TT SCN.E 1/4'-t• 4r 4M ►.6 aM WYa1 MIraRA r fHME. 2 0& 20- rw,Y . W A Pale . r. , pA4 A._tNP IGHIG (MIIWWML FL Ma MwMM-N7N7 (VAUD ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 AJ S) MAC A.S.D. DESIGN PRESSURE MATING MAXIMUM A1'X OAS SPACMB FOR MIN ED. PER SCHEDULE BELOW APrRJG&E t AM' MAXIIKM LENOtN 1' ow MAX. ASD, PRE55EJRE RADNG (PA-6 MAXIMUM ANCHORS SPACING FOR MH ED.. PER SCHEDULE 0800 AWiN'IICA�BIC t Ly .q%NEL LENGTH (n.) TAPCON SOiID-SETrl3r p 7AWIO-NMI CALK__w TAPCON SOLJP••SEFFEMALE 10 � ?TANG-NAiIN G@Jt-tI 10I&M f0 70 A tLmW A 10 1@ Ip W O „� 3•.65: -65 +75. -75 tr III tr 43' 13, 13, ,r 1r 12• tY IV 1 5-e' OR TO 4111R.-IlA6 Is" S• Ir f0 1 13` 6 1 tar 6 1/2' 7 tj2' $ 1/2' Ir 4 1/2 1 (TOP s-J ES �6 tr I,' 13" 13, tr 13• 1r 1r IY t3' $o• i (N;oTTOM) 13- 8 1/2• 13' Ir Ir Y Ir 8' 10' 7 I/2' tr 6' t ieoDtw) Ir /7' i]" is, fr13• 1r 13• IY 13• IV 2 (TOP) Ir 5' it 10 1/2 it 8 1/Y it 6 1/2' 7 1/2• 3 1/2" W 4 llr 2 (TOP) tr it- 1Y 73' 13- ST Ir S3' 1Y Ir 10' 2 (801T0M) 13• 7' it Ir Tr 9 1/2' 13' 9 1/2' 10 1/2- 7 1/2' 13` a t/Y2 (p0170M) , 3 I' 3 1` 3 1' 2 1• 3 1 0` ! (MOP) 1 ' 33' 7- - /S` t' 3 / a al ! Y t' 3 9 1 z'i / 0 t J2 7 1Y /1' 13' 6' 3(IL1R) - f2 IJ2'12 1J2 6 ,fA' $ 114` 121/2•,2 , - - 8 If4• 6 1/4" a - - 21 "72 /2 T /2 B 14' ! T 6 { J 2 I /2 6 i 4' ! - - - $ 11' / 67 A'! f (BOTTOIA) 6' '` 6• e` E" 6• 0' $ill' 7" 3� 6' 4 1/2' Loop)OM) { (T0>'} Y i _X' a' S 1,J2 7' 3 i/2` _ _ C 4• _ 4 iJr r 6 ,/r 2 IJ2` _ {LUMP) - _ a• c• a 6• e• a• i80TTaN ) 1r 4 !2 /3' 3 t3' 0' 17 9' S 10' - f2' 3 - _ a' 4 twilou) (TOP) 13" t ' 13' i]' 13`.3 1` x• 10 ' S RAP) /3' Tr 1t' tr` lr t3' 73• 1' 3 IY 1. Y ta' , fa' iJ' 13` 1r f3' 73" 1r 72' tY ,a` 13" 10' ltl' S OSortDM) 6 (TOR) 73' T t3• 13' lr 9 tt2' 43' 9 1/2' to ifA' 7 1/2' q 6" 5 (BODItlM) tr 5' 1 tl t t! 6 1 /2' t r t a x / 7 1 /2 s i /2" i a ' 4 1 /2 (IV) 6, - - $ i/4` 6 1f4' 6 i R• 6 Ile - - - - 6 t/1' 6 1J4" 6 '•} . 6 1/{' 6 iJ4• 8 if1' 6 1fa` 0 //4' 6 i {` -- - 8 if4' 6 t/a• ••) 6 (BtJ1T.TO is' 7 1/21 it Ir 13' 1 fo` tr 10' 11' a` 13' Is 1/ 1 ) 2a,�, TO E -o' 13' 3' it 50 1/2 1S' a v1r Ir 6 t 7 1/Y 5 1/2 tr 4 1/2' 1 (TOP) >'-a. 7p Y-S• 13• 7' 1/r I Ir W IS, TO 1/2 it TO 1/2 t 1/2• $' tr r 1 (eOTfoY) 13` 6 IfY ,J' 13' Ir r Ir a- 1V 17 1/2` f Is' r 1 (BORON) 73' 7 1/2' Ir i37 is- itl' 13' t0" 1t" 6' 1Y a 1/2' 2 (TOP) 'r it S• it to Ila it a I/Y ,Y 8 ,/2• 7 t/2` S 1/Y. 13' 4 1/2. 2 (TI') 13` J 1f$' 1r it 13, 10 1f t3` 10 1/ 1 1/Y 8' 17' r 2 (DODGY) r 73' 13' 'r 7/2` Ir 11/2' 0 1/Y ?i/2' Ir 6 i/2. 2 (sorm) 13' 7 1/2' 13• 13' Ir to lIr 13• to I/2 11 1/2 a` Is, r 3 (TOP) 13` r Ir 13" it 9 Ile Ir 9 1/2' 10 1J2. 7 7/2' 13• r 3 Rom 12 1!2 12 1/2 a tf4'e 1/4" tx ,/2 $ 1/4' - - 6 t/{' b tH• (BOtTDN} - 2 tf2 12 1/2 6 iJ4' 6 1/4' 2 1/Y 6 t/4' - - B Ile Va' ! (eoRtM) -'(TOP} $• 3 ,/x' r a (TOP} _ 7�-3• 6' $ 1/3` Y 3 Ill• 6' 4' ♦iJ2' 3• 6 t fY i 2 1/Y i 6'--}� @' • a' e' 8' e` 4 MOTTOM) a• - $ I/Y IV - a' - S t!2' r - 4 (6OROM) Ir 1 7 I/2• Ir 13' 70 Il2 Ir to IJ2 11 1 a• rr r $ (TOP) t3` 6 1/2• Ir IS' it r tr P` ur 7 1/2- 13` 6• (TOP) Ir T I/Y ,a• _Ir 13- tr 10 1/2 ,3` 79 1/2 t ,/2• W tr 7' 6 (BOTTOM) 3` 7' 11` 13' t3' 9 IfY Is• 9 IJ2` ttl 1/2 7 ,JY f3` e' (COTTON) 73' 7 ,J2' ,3' 1J' 13` 10 1J3 it to tl2 1 i/ a` Ir 7' 6 (TOP) Ir S" 13' iS' 6 ,/Y. IS' b 1JY 7 tf1• 5 1f2" il' a 1/2' (TOP) - - $ 7/a` 6 1 A' 6 1 A' b / 1' - - $ if{• 6 TJ4" $ (EO17.•• - $ i a' ! 1/{• 6 1/0 6 1/C - - - - E 1/4' 6 iJ4' 6 !") TEE SHEET I, MR 400 0,a "" at SPAC" FOR 06MUAIX Ma INTO ROW "IV& b1r hM r w.aRM ANCHOR VIACOM AM MAIN ism v APACE AE 0100M"Im ON MS SCHUX L FOR EA TES Two moca1W oA sw a:E REDMEE mom 3WAWIG in WLI'PUIMO 100,000 WMN ON sCMOLAL of NE FOLUF4We FACIon Hal n4B wERAiuIN TO K POSSOLE. REDUCED W%M WWjM UOMP. F'ACEON WALL NOT K NiS1 THM WNMAN SPAC9M MIDIWE I FOR EACH 900 tME oN Opt SCIDaE ��•'.,_. If4'P t/4`6 4. 4. IJ4'• ANCHOR Tm . wv" 1WD-ffiI Y _ wuK m MMOJM M CHW VACM (I.) a 3 3 3 2 I/r 2 1/2 ONnANE ".i IatMa t00t M 3 3 1/r a Ile I ya 3 T/r a Row EDGE DISI NNCE PAO70R 3. nMi.. .. ari _- tso Las - -.St.._-_ re _ a SPACINGS ONLY VALID WHEN SPACER IS USED. SEE /1 FOR MAX, A_ D, DESIGN LOADS &WAX. PAMEL YHEN 5 tS USED. 1/4`6 TAPCON ANCHOR O 9' PQ1KU CONCRETE BLOCK RE01J6tED-02 J� A "D. OEM LOADWXwUM PANEL LOWTH 44D PST' 09 LESS W-B' > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS W/ SOLI) SET ANCHORS h W/ SPACER AT 12 1/2. OX. INSTALLATION DETAILS FOR LIFE SAFETY PANEL Cif INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1Ja. iA)CON.- .iXKt1NG POURED 1/4.0 TAPCArt_.. �EP IURED ANCHOR O 9' OCA CONCRETE BLOCK RM ORANCHOR TA; 9. O,C ! CONCRETE BLOCK TEOuE0. / • ELMS S CLASS mr 1 1' Alax. PANEL LENGTH (SEE SHEET ONSHEET 12 %d f 11 1 r6� I f f ale . _ _. _t _f I . 1/4•e TAPCOW ANcHOA O 9. O.a EXISTING POURED CONCRETE OR ..--CONCRETE BLOCK REORREO. IYAiN4SCAJi0lIliTln LE Ara-,• 1 NAIL ED.• r'�,�. i . _,f. ^F:l i '10a i' Min. A M GLASS. t/4'wmn• op P i N g � 1" MAX. - ` N Y P IEM07Ti 6 AMa (SEE A71piN ( Y I 1 ON SNEEr 2) SHEET I L ' N f 1 Eo en,Kw', TAPCON� ANCHOR O 9. O.C. _ iSEX SFNO�POUD CONCRETE OR Z;ITICR SECTION A LIFE SAFETY BRELOCK REWIRED. R-1B PAMEL SEE SHUM 15 t 16 FOR A/4CH0115 AIOH10111 rms _.1N4c5N.__. Yew TYPEWOO t FOR MBTALLATq,13 CNW IMIESPACMV MOOD i ANC BIAUMNO. MNMAJHM AHCHKM 8Md1Aas AAA AIWIAM _ WHAM so" s a" 0.3 ! •waAMa4t $sPA.M (4+3 NPANO6A1 j6MMnM a" 01) S am DISTANCE ARE R40CAED ON 7MIa SGIEOULL. FOR LO. /f83 Tt4AN p:OICATtD ON SCHEDULE K'aK:E mom SPRANG a Fl(, pEpp� n�2aR 1, ML7ftym 6,•ACMK.' SHOWN ON SCHEDULE 81 THE ras.O*M FACIDMB IN INS OPOWTION TO K POSSIBLE, REDUCED 5Pv4 FACTOR SMW or K UmS THAN IVY .-___. D3s Mai .. _._.._.. _... ANCHOR SPMANO xHD cH SFOR FACM ANCHOR TYPE ON THW TGCIILDHAY. r a /2 DAD +r{w I c Cai r 1 f 1 1 I I 1 T r i i 1 V _ 1 i- Mfm 1 --SEpARATW- i TO GLASS.. H 1 1/4.0 TAPCON POURED ANCHOR O e O.E.€ OR CONCRETE BLOCK REQUIRED. _.lam' Ile MAX 1 Yb-20.P q E To row NOw OTOi T fi -t• M 1 PAEL O SEE at ON &NfF 1 tj2 MAP' 1• PA NEL LENGTH ELEVATIYATiO SEE + ON SHEET 12 ) I 1:O t - ._.'=Lit AO MS EO t $OUTS eGLtg e e 11 1 'Ir O.0 7'} , )AHWNOR O 9. O.C. -AYpOP ! 9' b.C. CO E3o5RAIG PCMREO CONCRETE OR EXISTING POURED CONCRETE OR _CQNCREtE BLOCK REQUIIEO. .. _OOtCRE'TE BLOCK REDLRED. WALL MOiJNT NOS NNH M' ,_ SCALE 3/6-1' N N L N _ Ia N � U •� N Q Q O O C . � CU U T3 4- 0- -N M O -2 W /VO O U_ O ♦U cn vJ 0 E O a /� `V 1-' CU -0 V 0 c 0 W ® C3 M aa. c Q = G N m d 32. to 03 r C - E S c > 0 ..r Q N v .- � 3 0 io d IN s`7 � INNy L9 7 Vl M9. C E R 0 a .a INSTA LATioN _guAILS FOR LIFE sAFI:TY PANEL C1� INSTAWION DETAIILS FOR LIFE ��ETY PANEL �`t) INSIAUA110H DETAILS O F INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES -------------- INTO 1j1�D STRUCTURES 1/4V TAPOa_ i R I HEADER D4EMCONCIEtE BLOCMJAAHLipN • 9 b cn CONCRETE SLOCq 9EOQRED. �REQAR D _ .1/4.0 IAPCON 1 7 4.1H TAPC4N 1 4'P TNTCOf 1 4"6 TWCq# •;.. -2{ � ,, -- r i Ai/CFWR O 9' RC. t O 9' O.C. i ' NfJR O N' O.C. t I OR O 9' 0.4. 1 6•f UPCOMtAPCOa Ile (.r-� t/z•1/4• 1 ,... Ids �f�i` e q D.C. j J �4 -20 1�N AK,--__-_.- _. N !J.`` MIRK,__ ...--'-._..._N .� \1 1 - • / ED.r /2 )lye r i 11/4• 7 ttf4` VY N1/4. 1%2' 7/2 { MLAK Mix_ 1•'. Wn. bl1 , , Nw.. t 1 MIA, P`-SEPARATION H ,/I'�2a..• 1 '-' N i_: 7 f - i---�(•-} - ' ' ( f i W V J31LSTINO I ^ i to a0.x►+4 ♦ 6N TO GLASS. -.�-. _ - ES R1s • N i - �..' N i M T '•.:./ q 1 1 . ..11 A M N - / -r-.7- A M p p ,!. A1Mt• 6 1 - y 1-tf�am,• R R 0 G1A55 O Nx 1 i q F ... 4 epLls w.® • - Ss.. a0ca M N X i -1 (•lE la Are 6 4 1 N a 1l45.-m.l• R. If•- -i .. A rA EX6n a . 41" ed.76 w 7 ' ''-T ai u p T a I _ plc4 Pa15r w4S� N I 1 IASO7M as r•�! ENISf1y�N i'NTI6GN-N I Sn 6d.T5 . N 1 - A W1 0 u H ExfST!({�N i V4'rlo.,• - t%` _;•� =! - Al to 7NNfaiA' O Y I t! GLASS N t i CIS q ,r: N I q �••1! tS N -.. yf' .: - 6s Fat,WM GWS • t 6t gaLTi r ^ M M - --. --/'. :-- Re7 .Tt RNEL 1AA3S G ,•�+'M t a A w EXIST I i.i tf _ _ ..- _ } 7. tq({ - Y M 1 UDMm an 7lr P 9 n - I ) I N PAYE[ MIT.- J.. 1' MAIL p 7 70wNoHN 7-M'! p 1 - 4 - `L' MAN q I EE a"Araom..._ q �,- i ... I Y" {SET ELLENGTN a �. ._ .. 6• ( n p 1 - - . ..__.Y_�-Y p. PANEL LENGTH if _.. t .. t_ �_ -�_ 8. q If u3i61FI dENr q I •L" MAX "T _- _ _} •L- PANEL Max. .-,.._ -. 1 } v YPA. N N I _ ON SI1ET 7?) II {SEE ELOu7T0a NM (SEE ELEVATION 1' W%, a _t PANEL LENGTH LENGTHi "jT N ._ 1 q ) PANEL UNGTH A •-1 m - '". ""r-'- 6` ION a __ ,:_-�..__..1 i SEE ELEVATION N t ENN SNEE1 12) - ___._ _..t (SEE EIEVATNN N .. J ON afEET 72) a i -. PAMEL LENGTH N I (SEE SHEET 12) W TO CL455. 6 _- --vr - �{ N _. T .. ...I r "/ - I.: ON SrA3.T 72) Y . 1 .1 ; 1 _ (SEE ELEVATION p ( ON SIEEt 12) 1 ON SHEET 12) I T ON SHEET 12) a 1 .-. I ..._. TKO GLASS _ r`l f ) f • I LI hill N i Mn. C3f M "r,7'�. f� _: _!� 1 L!2 �! r i f i ...-{ 7 } g TO GLASS. F L/2 a F• ; i 3 k^-SFFAMTKNN. T j---SEWIFAMXN-._ i q I' Min. 'i r 1 !J i i I �•^ N• �T, � i N.J. "i ( t!2 CLASS 0 TO GLASS i #.. /i� 9. Np tV WASS. I q--SEPAL E31S7IN6 POURED a ' 1 - ..t.--,) f .. 1 _ .r" -- - I t p �f f V2 1 q• E>OSitNG PORED • ! (D CONCRETE ON_. t�yJ ; • I . +t Err { , M a Jr - t _ i M. _. ��1^��M,} L ComatETE BLOCK "`` -'f CONCRM BLOCK f ,R. D 1 pC j EG _.� "' ar at p _i __.i i . i'- NEOOINEO.,2_ 1 Mi/Y Oc NEOaREO. `_.; 1 i r' , { ......TD6' ` ____-- ( ---1 E`O ,/!"... Ib20.a A' --___ f __"_ ! >t ,/Y EG. _ 1 P _J L{!� �J EO "l 1 __ __I ., ii rit,o.c 7r2' L t 4p ) i ..} 2..,i s_ Nd Ns v v PLATE ; I 60LR M,tv}L�p f N CU /O _ NEOUMEO r , , r 12 IR' a-c 2'C4 r1 PLAT - ■ ■ }i4'i PANE1Aa7E ?LVi 1/ef PANELMA7E ., 1/4'i TAPCON _ 1[4'► TAPCOMI T ;� �4'N TA'CON 2'4a' WOAD iii PLATE �k, PLATE Q_ ANCHOR • 12 1l2 O.C. ANCHOR (6EYON0) [Aimw.. '_VGWR O a' O.C. -r I ANCHOR O 4' O C. -R ANtMUR O 9' O.0 P(rtE _ 1 A. TAFY;ON WEOUIREtt , REQUIRED _ - i�� PANELwAPLUS 1/4. PANEWATE PLUS . 6'TAG(ERFO Wf STUD I, STAGGERED W/ STUD IEOUNEO A 7CNOtt f 4' O.4 1 DR O 12 1 Y O.C. , -114ANCO 12 tf2. O.0 hYAI l 1EOUNTMrtiS ( � .4 Wgoa i s "GO 11 Pu SCE 15 k t$ FON ANCItd15 TYPE t SPKwNGrOR REOUWED ..- .. REOUINEO rl N4ONAA1ltlMl a10 WOOD FPAK MOM" YYMN a1CtOR SPNGNM6 AND WUMA ICE 1,WNIff •`_ - . - -- ME OF, THIS SO4PAL TO E0. LESS Tl 010"70 ON SCIWAS RM" MCNME SPACING 8Y CU MIAIN'LYMG SPACING SK M ON 6CNMptbE or TIE _ �O aO { f0eao"A FA6Toie4 to ITO OPERATION To SE s " ) - //OtMOJ�A{1F TER1a��yR-p1►@E�''20f*{,{p��app`Aypy♦pgTJj21ip6r�y�6,E)�'��yy��P AN ��{♦{y(�7.�{/�jE}�ypp p j ¢,6E4 i..liA ..JI LMFj 74 SPACING MKi OBTAINED UNNG FACTOR SIAC NOD K it FE SAFET L� t�PiALAJ�ALIYRMN �NMAi.iM���O1.Naii..lL7Ai1YF L1H F HnNN14 LESS OHw a scm SPAgre INagAtrr FOR PRAM ANC1KAi AANHnNaWAl sera.£ ale-t" R Tf TYPE ON rHNa 9 HKmuLE. �AIIiIE('jU/pMGS p tl WA" W 3MM � N is ., 1[IlJ �TLP 1MYALII WALL NTIN iA v`'N !� ` 9 LLI ANDIgI11NE wrwu i1M+siNAMF' .�:' �}CENSF.'`•'� ,� i(,P l[/j 'rEN MMNA64 mcmem, Mae 00 FLORIDA BUILDING CODE Non NL h Wocity Hlurrla6mM Zone .�+EN y FLORIDA BUILDING CODE Mon High Yekei . Nut one Zane rNo. 44167 FLORIDA BUILDING CODE Mon fth V*Iochy Nu one Zone 'MIMwMwM P.) 3 - 3 elAz6 ,%JDtn. PC t.I. : r�ow,N1MT:a. K P.P. �' 62WD TSIECO, Non f!_ Q sMAMMtta m+wrM1 w B,J 3 s 1r2 g *. * : * it 24 GAGE GALVA6ZE0 STET:T. STOW PANEL pays, IT, . 4416T 24 QAf(E GALVANIZED STEEL STORM PANEL OW" pF * i 1z 24 GAGE GALVANIZED STEEL STORE PANEL pRUM m, STATEV�iz/ a - T-��' 1. rNSTALLAT10N ARE ONLY VALID FOR A.S.O. DESIGN # : : •4u m/27/2Me = Z AOIIN. HIRE Ommommo ) RRCIaIf '- ..� ia►�"'w�' grJ22JiGND PRESSURE RATINGS (P.p.t AND PANEL L.ENGTHIS AS v .-" pF/ppl2pSp /. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. •4:• STATE DF .'Gk' �x T +1r -. _.__. _. .__.. .a FLORIIC 1MC. STATE / _v>r----,. -�-' pESICN PRESSOR£ RATINGS q f AND ANEi'YD ' •.( ' G �s O IOC t✓ ' -- OaIE PER ELEVATION ON s'1 12. = t1iN � C O Ew+ : P��• o1Tc P .{ F L PROTECTION PRODUCTS, U.C. na ©'• iN.QBAI PROTECTKkI PRODUCTS LLC E '' PROTECTION LAC. (P• •) Dp -.> '�,,+� New xw. SI SOEET 2. Fa( NEW WOOD FRAME CONSTRUCTTW WOOD 33'•. , MKIT Mw: $I slow LENGTHS AS PER ELEVATION ON SHEET 12. � NNaG s.N. n sI1a1 Pal JONAItw[ nsaA,4 �-F _ .. .__. -_ 1'Z4'"? u tw A. s. t.N .oirAA irNMi: A mA O FLORIQ' •,ppe• a. 1,D2t� NN a s: Ise. ww MwGR LawE. n. a131N 2. FOR NEW IWX)D FRAME CONSTROC1iDFJ. Y(000 NS/OILAi. �• r' 7 Na Mr w a za rrr R aws aNM. n. Sxtta Z �• om tm o w..: PW AI-w. w.1sMQ u+-aM. ,Y,PNC: (g6gMN-73as, FAX: OM)NMrvn 20-T75 MEMBERS TO !E SOUTHERN PINE No Z W/ SPECIFIC "f. O .....-•..•- ��11 N..., n+-um A., uat AH-w, n+m6: ommml-16!a FAIL EluiEe6=61n 20-175 asp is IS/ + a» ,eirr w. sP- 4r n,aMneNP. MEM6ER5 TO BE 50lfTFfERN PINE N$ 2. Wf $PEt3flC NanapHril4N < nw -OWN+'-Nm wnuctgbs)a�TNla,rmc(NxMNN-67N+ 20-T75 Ww0e7t9 'e+N ter..r, srr MY..4-IA- DENSITY OF O.;A=i OR EQUAL A ••*+I++Nw+.•" Q eN-ow67ts ON a -owner DENSITY a' 0.55 OR EGUAL. KAL/91" MWNA7r 4lN1EA A riLn t.. PE 4W 1r.w a1 moWWtER A 'GUI± t P.E eu '+4 I'm 13 or to •L" S!•AL/ 7tA1T/6Ah aML,7:R A TWIT Liz .NKr's ON .Aor J a SHEEP N0. SH 1.4� 1 11 vl11T" .Ir U, A. 1 11 , F I 1111, , flit, EZI/116. IW/la ANCHORS ----(SEE SECTION EZi III ALTERNATIVE EZ1W 004 SHEET 18) -3 • WIN, N"n (SEE so (SEE NOTE 2) *MOTE 2) . KVuwUu I POP RIVET LAST PANEL CDTO BE INS--ALI.ED AT EACH OPENING SHALL ALWAYS BE /2* 7-777M-- PROVIDED W/ REAR HANDLE TO FArILITATE INSTALLATION it INTENDED j7W 70 BE INSTALLED FROM INSIDE OF STRUCTURE Tj II PAAr_ I-L 5021 T-- T_ T T T OF v (I) DEFINITION 2000. E-Z HANG STORM PANEL SYSTEM L (INTERIOR PANEL) (INTERIOR PANEL) (;ITE" TPA� K5 TOP & BOTTOM ([No PANE E0 (END PANE MAX CONSISTING 4 Cont TRAC. SEE NOTES 2. .3, 4 1 1 1 SEE NOTES 2, 31 4 (2) END PANELS SHALL ALWAffS BE CONNECTED TO BOTTOM TRACK OTHERWISE A 13T011 RAR(PSHAILL 01 PROAM AT TOP 11; SUCH MAX I PANEL LENGTH PANELS� I I i I 4, 400 P.1 (' 16 - I bt 1 ! 7 (3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONS!ST Of 1/4-P-20.3/4* M.S W/ 7/8's.3/32* WING aOtTED PAWLS _#/ NUT OR ?/4'9x3/4' Min THUMBSCREW INTO TAPPED BOTTOM S S fA� XxrS W0 EA. OVERLAP TWA LOCATIONOr FASTENERS WAY BE AT EITHER OF TWO (SEE SECTIONS iis APPLICABLE) EXTERIOR FLAT UANGES Of END PANEL. Or (4). IN CASE THAT END PANELS ARE NOT CONNECTED 10 BOTTOM MAX TRACK (i , A STOP SUAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SIALL BE CONNECTED TO BOTTOM TRACK USING SPECS I 1 41 r 41 tr- if T-i-114, INDICATED ON NOTE (Z ABOVE. IN SUCH CASE, CONNECTION OFI t I J_ I _j1_ L iL L I _1_i -1 -1 -L.L.L _J_J_ L L _J_JJ 9 1 J _J_ 1- 1 _j _j_j PANES TO 9DrTCM TRACK MAY OCCUR AT ANY PANEL LOCATION 3' SEE NOTE 4 id - SEE SEE I' Lan t INSTALLATIONS ONLY VALID FOR WIND NOTE 3 NOTE SPEED UP TO 170 m.p.h. ANC14OPS SECTION EZI t AIIERMIK EZ1W ON SHEET 18) EZI/18, Ezlw/la TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (DSYSTEM (t) SCALE: 3/32'-l" WERLAE, 1/4* M... GAP 7 77 777 7 7`7 7 77`7 7 7 VAX. CAP SECTION A -A SCILIF 3/32--T-A; jut/lXt E FLORIDA BUILDING CODE (Mon High Velocity Hu come Zone) Tuam 24 CAGE GALVANIZED STEEL STORM PANEL % In .44167 GLOBAL PROTECTION PRODUCTS, LLC. STATE 0 Ni,, S., 51SIKIT IN, IN, I'L 3331- )We_oB, 20-175 P"" Nmiln n m « m . Rio I I ENGINEEP41ING ENGINEERING EXPRE__* PRODUCT EVALUATION REPORT SepternberlS,2020 ApplicatkinNumber. 1711159.1-R2 EX Protect Number* 20-31543 Product Manufacturer All American ShUthms and GIs" Manufacturer Address' I S40 Dome Road V" Palm Reach, FL 33409 Product Name A, Description 24gs GaNernized S" Storm Panels Law Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report Is being issued In accordance with the requirements of LINE Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter SIG20-3 005. F,Ai.C., for statewide acceptance par Method i(d) The product noted above has been tested and/or evaluated as sternldred herein to show compliance with the Florida Bulding Code Seventh EdWon (200) and is, fix the purpose intended, at least equivelend to that required by the Code Re-evaluabon of this product Shelf be raptured following pertmerd Floods Building Code modifications at revisions. Substantiating Data: . PRODUCT EVALUATION EX drawing #2041643 titled '24ga Galvanized Steel Storm Panels (HVHZ IS Non-HVHZ)', sheals 1-5. prepared by Engineering FApress, signed & sealed by Frank Bennardo. P.E. is an integral part of this Evaluation Report . TEST REPORTS Unillorm static structural performance has been tested in accordance with TAS 202 test standards pot lest ropcit(s) T16T-ALEIG-117-M by Blackwatet Testing, Inc. Large missile Impact "motwwe and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 lost standards per test report(s) OBT-ASG- 17-001 by Blackwater Testing. Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering cokuWbom have been prepared which evaluate Me product based on comparative and/or radionall analysis to qualily the following design criterria. 1. Maidithan Allow" Spent 2. Minimum Ahlowable Spans 3 Minimum Glass Separation 4. Anchor Spacing 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIoA 33442 (954) 354-0660 1 (066) 396-9999 TEAMOENGINIIEKING EXPRESS: CON C mriNasKiNGExPRtss.com ENGINEERING page 2 or 2 All American Shutters and Glass - 24ga Galvanized Steel Stonn Panels No 33% increase in allowable street has been used In the design of this product. Separationfrom glazing is not required for Installations outside of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test report(s), and is accounted for in the anginsaining design of this product. Wnd Load Resistance This product him been cle"ned to resist wind too& as Indicated in the span schodule(s) on the respective Product Evaluation Document 0 a. engineering clawing). Installation This product shall be Installed In strict compliance with its respective Product Evaluation Document (I.a erigneavirig thawing) along with all components noted therein. Product components "I be of the material specified In that product's respective Product Evaluation Document 0.9. engmeering drawing). Limitations & Conditions of Use: Use of this product shall be In strict accordance with the respective Product Evaluation Document (Le Engineering drawing) as noted herein All supporting host structures shell be designed to resist all Superimposed loads and shag be of a material Wed in this product's respective anchor schedule. Most structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a ofte-specific basis by a registered Professional engineer. All components which :to permanently Installed shell be prolected against corrosion. contamination. and other such damage at It those, This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. Frank Bermardo, PE ENothiFERiNa ExPREss* 4PE0046549 I Cen Auth. 9985 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM( ERGiNEtRtNGExPREss.ccm ENGINEEKINGEXPRESS COM INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL n1 INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES v� POURED -CbKRM OR 1_14'0 TAPOON CONCRETE BLOCK ANCHOR 0 to D.C. 1/4-0 TAPCDN Wk.. T 1j2' i 1/2 � 1 Ar A A/2' R* I'm 1/2. ICA, ExlsxcSEPARAIION 6.0 EXISTING n SEPOCUSS Isom POP TO GLASS. POP -4T RNEET # I 10 myr, MAX I 114CL t PANEL LENGTH LENGTH C, a I' ham, _-1/4'020.2" 0 SEPARATION THUMBSCREW, Sat *L* 50% To CLASS OF ON of "L* 4:�;2 .%I; C THUMBSCREW ED -IUMPW-1 t_ 7 lj4'0 IAPCCN ANCHOR e12' C.0 1/4-0 TAKON 2'.4- WOOD ANCHOR 0 12 C -..-PLATE CONCRETE 9=1( *ECUB"Ca REWIRED.AE"RED, WALL MOUNIMING SEMON EZI ALANNAMINE E21W SCALE 3/8-1" SCALE 3/8-1 0.01114114, P'. T FLORIDA BUILDING CODE (Man High Velocity HILL come Zone)] AM= E tt�r. .441 'LIM "IC_ M AN L 24 GAGE GALVANIZED STEEL STORY PANEL 1. INSTALLATION ARE ONLY VALID FOR MAX. AS_D DESIGN rZIPEIE 2- at I! [AWN, in PRESSURE RATING t/- 40.0 Re 1. AND 8'-0 . W STATE 0 11LIECOelic MOUL PROTECTION PRODUCTS. U.C. PANEL LENGTH. - /luo 2. FOR NEW WOOD FRAAIE CONSTRUCTION: WOOD NWKi Be 11 SWW 111. MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 20-175 DENSITY OF 0,55 OR EQUAL. NNN "'W's ok*Nl; NP -,E* I T'j A, noinx M. 1 1 *qv id or If ALL AMERICAN SHUTTERS AND GLASS 4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ WIDTH UNLIMITED (PEEP. TO PANEL 9PAN)- TOP MOUW (CONN, TYR TYPE AS RF-QD) SECTIONS OP71ONAL A!-20 STITCH WXTS WrTH WASHERIED WIAGNUrSFASTENED * OVERLAPS 0 MIDSPAN (USE APPROPRIATE SPAN TABLE) IF PLAN HIIBa MIX MIX 110-156" BOTTOM MW (CMN rmw iT I EIV 01" " 0. 17J MAY BE AT 771' a /TN BOTTOM TYPICAL VERTICAL MOUNT EEVATION VN T IS ELEVATTON TOP MOUFIT lmax (CONN Typa_,l, (SPAN ABOVE A' KEQD) -OBSTRUCTION BOTTOM !w ±1 - OUW (CONK TY Pf AS REO'D) wiRticnah (LOCATION MAY VARY I DS L (COON TYPE AS REQ'D) BOTTOM MOUNT (COW ox TYPE AS RIS J'D) (SPAN BELOW OBSTRUCTION) PANELS MAY BE WICHID AS REQUIRED, OPTI AL)1C'-2DSTETCM PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHERED ANCHORS ARE US WHICH SATISFY WINGNUTS FASTENED'0 S4 OVERLAPS 0 1JUDSPAN (USE APPRORRIAT-SPANTABtE) VERTICAL MOUNT ELEVATION (NOTCHED PANELS) N.T.S. ELEVATION MAXIMUM ALLOWABLE DESIGN PRESSURES: I AS NOT'® IN DESIGNI DESIGN NOTES: SCHEDULES POSITIVE NO TWE DESIGN �r CALCULATED MR USEVETHWSYSTEMS,CM PER SEPARATE ENGINMUNG IN ACCORDANCE WITH THE GOWN' V I- fi A RWAj- AMER TMQA� .Ul of, 1609 OF THE RICA BW DING CODE BE US 5 THAN 0P-�ffi M2OFN GA TIVWESIGN PRESSURE 8SLISTEDHEN FOR ANY BLASSHOWk GENERAL NOTES: VISIT WALC.1013160 rm"j$_frm-j I OWN LU I ,=,-m t-2.250" 4" 9w* 250" G Dow", 0, V494 T .094' TY _,6 -0.3 .094'. 930, r +0 062.. -4 2.owl TYP 1030" � 2,020 2W" 2'am. §A2 •Waui-QUY -ur, HEARBtI , 4N II 380" MAX �It I IL51. 1.550 SID .31 0 313" FZM;$J;,� up B S' 05 4 0,09" 12 5W'PAMEL COVERAGE 0.1901 "4 875"PANEL)LENGTH IFTT P cow, 0.099, G [,.305 Ui tL 2. Ito O TYR TYR �. �2kl "D-MT -r INUX ac A .0 4. 7 1 4J �AZ 1�71 Z 2opa .000D I EID, J�.3,1e�j So r4 42= A. -a TRAM T, 3.000, @'f' AMU' -%N [EXIENMM OVERLAP VERLAP JS'MAX. A MAX, I UIUD,OU LLJ MTANCE :LOOD" EMBED OVERLAP 3.92r-i A A. MAX 25- MAN I.SW mitt 1.500, fill MIN EMBED Tg 0 Cn -00 > 2 aw) C`DL co O a Clio -0 a- Cn CD 0 0 q 0 .0 U_ CIO > Cn -0 a ) E I- 2 CD- _E 1-- -0 .- a U) Z Z W J C= C%j C= O. 06 C C c Cn CC -W C-4 C :0< = CIL- CC 2 Cut rY CIL C= Vf 0. Emll= 4 ALLOWABLE SPAN SCHEDULE ANCHOR SPACING SCHEDULE: TOP MOUNT 24 GAUGE PANELS, PANEL FASTENERS 12 S`0CL 8, v 2.3' EDGE ,DISTANCE 314- EDGE DISTANCE Cn MAx BOB BAM LIP to W-61 5"UpTory I "ANUPT020-2411 -P I I. 0)" TVP ANCRO4, RiIMBE cams not MAK ANCHOR PREMM Comm vvl, ALLOWABLE PANEL SPAN & GLASS -W Need. 0' a, a- 2C 25" 22' 2-C 1 0' 2_41 7T 247 Cl CZ C3 C4 CI C2 C) C, CZ C3 C4 4 It SEPARATION SCHEDULE: T T 1 F3 CIL 4 % (D 2e 23' 26' 1 T". 7; SId"A 1U` Meede, tr 2V 25' 2r Ir I T 04013, (W) Ot C2 C3 C4 L CZ C3 C. ci C3 "NY16.01, 9.9" la.51, IL 10.2" WS" IZT' 116.0 lkl' &I V4' Ir EMM 23 1 12�r M.q- I L.W' 90" ILS" 16.0' Ll" 5.5' It. Y' I&D' ll" 11" 1.1.- 24 GAUGE PANELS ir -"ucw _F_ c' ir 7r zr 29' 2T 211' 0` Fr- rr 3F OVWALT 1710,00, �W' Man jar' &6' lj�F IS al� _rt� _r4� LEL§" lfirP &j. 34l' 91 16.0- 14.7" 611' IZT' 16.0' 14.7' 6.0" 10 - 8 .... . 27 2T 27 W 31r IH- It- V u L.z lacy, me MINIMUM STORMPANG StFARAYIONfROM GLASS 1 B*WM � Pem 24' 241 24' 3V AV I.L_ S.'r 12,S'. J&D. at- SL4" So, 2r Ar 24 4F 30. ST ft� 46 LEBO" 7. S' 12. ! 99 '1. t�� - Mg. al- SA" IZ.5- 60" @,L- &V 2.31, 16.0" 8.31 5.41, 12 L�Tl T. _W 50' 29' SV 31' sko A-& wag M"I" Zr 2r Zr IT* 2r 3ir 11" 111, IGZ' 14.7- 5.0* 12.3" 16 0" 14,V eir 12.5" 15�11 34- 0.0.1 UNi 1 -.1 5 It, 1 1-41 13 14. V LIZ S" It D' 13 4" 10,7"1 - 1Z.5. 16,0" 12.t Ddhkm 211' Ll, I Ur C4011. 33 1,2151 16.0" ir.01 10.11 22.9 1 .01 M,11' 6.2"1 23` 24" zr 27" W46 12 __ 11. 511.1 'j 2A` 24' W 3T 5w 29' Ar - 20.13" ILL 9.5- 12.3- 46 32,5 ." 1 11, , 11, it" 37 0. M.O* ILS" 5Z it V' 160'21.1' 64" 2� 1.: 9.41 Is": Zr 2r it* MA" 1.1.0" 9.5" Izoll IGA* ails" ox, jO6 I rr 1 2F 1 72 L21511 1401, 0161, 5.61 12.9 M100 I", 12.T. j��j - Lt.g. %.a, ." , axiij - 24 - - - - - - r F., I - OWASTULTWe. 16.0. CD Hvle. 0, o, a .5D; "& Is"' W�bcftiw 41 ilf§ _ BE fl. F. 'A.�,INSIALIATIONSILM 400TALIAncims4REATER +1 in 1. 1 MAX1044 . Iry -Isir law -Irs' I LLD" 12.0" 1A11I TKANWASOWGRADE rMAN30ABOVE6RADE i 33 12-v, vi.ai Ino-114.511 Me" 15.1" 13A" 12 1" Id 0" 14 IVI CU M. 2.51, 16,01, II.Tl 12.51, L2ALL 1fIT580L[D SET.V' MI eas 1 6.01 3*.Vl I "' ` 13011 t I W-o 2 16m +1 i2-r 15,0' 12,31- J0�7-' 41 00' 16.01l ili.6" 4,23"1140' ILO" 113.8" 1 12,V' 161011 13, 3" Ia.F* 160, 9.21" 22.5" "S oi� 40 JA 21, 12. 10,11: 1 V� 16.01 1Z.511 10,61 IZV'AS 2 40 350=4* 12S.. 160'04-1 160. 4LIT. 10.6 j,", RESPEcnvfAXINn_ W.N.m.4 Wye - BE 1.215, 16.01,10, 11F, M's %, 12. T' ISA' 9.1 4� 130D,n 6406 lln 216 1 "1": 1910- It's" i0lall .1 so I-V.v In 6106 In I Ififn 1215' " a ' 6 0" 41" 6" 72 Ii.r. MD, Q'il" 12.5, -.0 9A" IT, ls.w B.1" 1 1- R W *T`4 ftnm.vi �,,NrNG CONOITI�. AMI%ED llk�T[04 M" -k K M tlFTAIL F P1117 7.7 0.4 MIT ItD-i P lffl- 1116- 40 DOW 33 It S. 9 3. 5. 33 1.7 1.21311 lam" &Pq. S. 0. 1 Z 41 i2.T, M.0" 140" 154 1`111"I�fmt`.`I, 41 iLS" ISO, 1.01, 12.5 __B9ii- S _S__. IYOOD OUSNIRC 48 L2,57' 15.4" $.9" 5,25" 12.3" 4.7' 410, 4� $32. 251. eyyr lix I 4165 a 'n _NG I- lltnsl lyff - TV' E,29' 11 3" 4.7" C& V2�5 I:Rl� :4 %A 612 la.V' M.V' JLV' I4,L 11ir, z 12Y 12.3" 4 7" 52 I- F CL N,RW 12 2_BBIn "LIZ -J 72 210,n 613. d! 2.6" W" DEMSTAN 46.25!' rrTrf oil z Nit ANCHOR NOTES: = I 'lip I ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES IV - - SPAN SCHEDULE NOTES: 0 6.1 k /.. � ;.. MAX114UM ALLOWABLE ANCHOR SWOUNG. MAXIMUM ALLOWASILESPAN ANDPRrAURESINDICATED 1. ENTER SPAN SCHEDULES WITH NEGATIVE Tel 41 LiSt 13J" IN SPAN SCHEDULE "LL APPLY 2 ENTER ANCHOR SCHEDULE iIASED ON PAWL FASTENER SPACING, THE EXISTING STRU RE -6 DETERMINE MAXIMUM ALLOWASUE STORM PANEL OT DMGN LOAD 9 PANEL FASTENER SPACING TO Ce MATERIAL, &ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN SPAN. SCHEDULE is ACCEPTABLE FOR USE WITH ADARCO" LU F1 LOAD ON SHUTTER AND SELECT SPAN GREATER TKAN OR EQUAL TO SHUTTER SPANSELECT THAN OR EQUAL TO P.M - f,25! 'A 3- CONNECTION TYPE BASED ON APPROPRIATE for 0 POSITIVE LOADS 13 12. EgMDUNTINGOONOTTtON(SEEMOU INGDErAILSON it M IT LESS 41; NEGATIVE DESIGN LOADS. U &S lWow 41 1 Is. SAP, 62 MI, 4 4.0- 6,2IP 10.7- 4.2l' 4.0" 1. " 0,11ELFASTENEW ARE STUDS USED NCOMI NCIION WITH ALL MOUNTING EXTRUSIONS -PANEL FAVENERS' ARE STUDS USED IN 712 6.2 1111" 4.1 to' 6,2 4- Cis" 1017' 4.1" Coll 4 ANCHORS 2. a 5,23' 10.7* 43' 4.0" (r-rRKXSTUDDED Aiy=,ErC) USE6.25"O.0 PANEL FASTENER SPACING TABU VALUES FOR 1 low., COFLUNCTION WITH ALL MOUNTING EXTRUSIONS Nil— 11 lo SZ 12,3% 4.7- 1W 2at 103- k 4,0" 6,25* 10.7' 4.1" 4.0" ALL"H'-AND'U" W; sut=Lrr CONDITIONS ('P-TRACK. STUDDED ANGLE. ETC) USE 6 25 E HE =V 1.0" SHALL IN ACCORDANCE WITH MANUFACTUREPS'REMPIRENDATICKS. ALLO.C. PANEL FASTENER SPACING TABLE VALUE$ TOR Z C •33 Imp, is cr, 14 ill At V1. ALL !M s I- 7jr, &Z 51, 115.9. 97. 1 V., 5 HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK.BNi H111 15.0� 7. ir 6: MVdMU M EMBEDMENT SHALL Of AS NOTED I N ANCHOR SMIDUL , CONDITIONS) -POINT.90tic BIT 4-1 12, 5" T6.F �11r' -%71 12.5" MID" 7.11" 6.3" 32,5` 61- EOAM. BRICK. AND OTHER WALL 3 LINEAR INTERPOLATION OMEEN LOADS IS A - I Te- I M.D� 40 iTF R7;'�97 - "UF jtf 7.7,, Kill izsl, 7 MINIMUM EMBEDMENT ANDITOGLOISTANCE EXCLUDES STUCCO, F HES WALL FINISHES SKALL BE LIMITED TO 1/4' MAXOR SHALL ME VERIFIED BY OTHERS 70 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. 52. 7i�l lall)"ail' 7.2" 111" 36.0' 7 7" 6.z 1 12.51, ICO" 7:1" 62 7Z 1I.V, M_a- .,- 6.21 till" ➢24s" I 7�7.1 4J., 12S.- M.a. ADEQUATELY TRANSFER LOADS TO HOST STRUC7URE w- IF a, CONCRETEAW14ORS NOTED HEREIN SHALL BE EMBEDDED TO UN-Ct=*D OONCRETEONLY GLASS SEPARATION NOTES: 0 V4' 1 41- 01110 23 12.9`1 181011 S.V SIB* 6.21. 1 ft Cf) 9 4:1". F +I FF 4 9, WHERE ""T%G'1ZfUrR0-" WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD "I". I zW MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 10 WHERE ANCHORSfASTEN TONARROW FACE OF STUD FRAMING, PASTENERLSHALL BE LOCATED IN ?Z 13 &Z I., CENTEFLOFWMkAL2'X4*(btN.)1YOODSTUD (14 E DISTANCE IS ACCEPTABLE FOR WOOD N 48 Ia =TMATE WOW PRAMING MEMBERS, NOT PLYWOOD, FASTIMING 2- SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY TO PLYWOOD 15 ACCEPTABLE ONLY E CLOSURE PIECES. I ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE CU 0 SMALL 13E _SGXJTH ING). WOOD ST I G-OSS OR GiZEATER DENSITY. LAG DINE" M P9 0, a -I INTER "ON BETWEEN LOI DS IS ACCEPTABLE. OTHISNAW USE NW HIGHER Cl� V. N LOAD Po"RtQo, 01 (1 SHALL HAVE PHILLIPS PAN HEAD OR HIEX HEAD. I lift IL REMOVABLEANCHORSARE. DEW�EPANELMATE.ALL-KMMSOUD-SEr&BRAMBUSHINr 3 FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL I i9if I FACILITIES IN ASTM WIND ZONES I THROUGH J, THE GLASS SEPARATION UJI 12 MACHINE SCREWS WALL HAVE li`2 MINIMUM ENGAGEMEW OF THREADS INTO THE BASE 1� KF: IRE SCHEDULE IS NOT REQUIRED MINIMUM SEPARATION FROM THE SAAC145 N%' ANCHORAPIOMAY AVE EITHER A PAN 7.0, TRUSS HEAD, DR WAFER HEAD (SIDENALKIOLT) J.*O. CC 20-31543 PROTECTED OPENING 15 20-31543 20-31543 7NE 13. M0614VM 80HEDMENT AND EDGE TICE EXCLUDES STUCCO OIL OTHER WALL FINISHES. 0 -WIN' 1.It - 14, DESIGNATES ANCHOit=WMONS WHICH ARE NOT ACCEPTABLE USES 15 DIRECT MOUNTING CONDITIONS < ITHMS SHEET S LINEAR IN 15 NOT PERMITTED FOR USE WITH THE AT4010R SCHEDULES LISTEDON Z AL EGRESS PANEL DETAIL M 9- 11 WT FASTENING L. 11_KJ L N.T.S. INTERIOR FASTENING DETAIL Al ZtZ SHEET NO. SH 1.5