Loading...
HomeMy WebLinkAbout6336 Bar S Bar TrlABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FUR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.0 Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Gay. Galvanized RND or Rnd. Round BLW or BLW Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NITS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W. C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WOW HDR or WDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES ILMENN/�R� 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEF 2.2 EXTERIOR ELEVATIONS - REAR & RIGI-�T, 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 S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS 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 SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. C� T V _: O O U — >>o" 0w ' N SE cv �.� La \.' Z S, r 77 To the best of the Engineer's knowledgeinformation and belief. the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiat 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal 0) 0 W oo v E °r° Q o o o� st U O N N m J Ci N 00 m - LL O 5 �� N st" w Cl)M rr� w d aMCD 3 a Y J LL w 3 d W 3: Z 13 --dd X L @ CD O w f6 N (D = O J W U) ¢¢ < Z NjZ XNO IL U J d Zp ( U Uri W ❑ ❑ ❑ rim N M Q o J N U) CD CZ LL GX N a O w uo c V LLn uo U c w H J N g i U o V) Q N p I� r_ o M M mE z z C- o E CJ Wo<, z o a O O < LL z O N _ Z U)w 4= 3 � <_. a mu W Cz Q Y 2 CDQD � �IIaTY' C O i N a� > A� IL■L 0 di m m CD � � N Q Y r '^ v ! U m O N C:) CD LID N Q N T E N N o z ry z r E (V " ro c a E O 0 � ¢ p c C � JOB NO : 22-02370 SCALE : AS NOTED SHEET NO. `V A UI FMMJ KITCHEN MIRROR o 40 CD u 0 o VARIES, 2" LESS THAN CABINETS BELOW F RROR MEDICINE CABINET a oZ 0z LL Q LLQ O > CV > OWNER BATHROOM Is KITCHEN BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 0 24" TOWEL BAR TOWEL BAR IN ON WALL ABOVE TUB OR SHWR, TOILET TOWEL BAR - ON BATHROOM WALL o 6o I SHWR. • o-- VALVES TOILET q PAPER cO I HOLDER 4 ro v b O iV FIN. FLR. BATHROOMS, SHOWERS AND TUBS O TUB DOUBLE RODS Lo SINGLE ROD CLOSETS/LAUNDRY 1'-4"X1'4' "L" SHAPE CMU COLUMN 60 io 0 CV N 0 0 M (V 60 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 O FINISHED CABINETS o COUNTER TOP 30" H BASE o 4 CABINETS 00 o 0o a0 LL tin ° O 2x 17 °9 FRAMING ==0 1/2" GYP N °' N v BOARD GIN. FLR. FIN. FLR. x SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" 0 LO TYP. @ 2 STORY.SEE JJ/S6 @ STEMWALL 1'-4"X1'4' "L" J SHAPE CMU COLUMN 9.,_n„ 13'-0" 12'-0" 1'-4" 11'-8" T-9" 8'-3" AC PAD HBVL O 35-SH ■ I LANAI _ NOOK_ I 8'-0" FLAT CLG. AFF 8'-8" FLAT CLG. rsTa I TILE o 12'-4" I O ■ ■ ■ ■ I ..I.. II Q_ oLUI �W 11 Z- El FAMILY 0 ■ 8'-8" FLAT CLG. - - I �I - - b I ■ CARPET I p� 4 J" 2 �I 2-411 -- _ .. ITOHEILL - 8'-8" FLAT CLG468 TILE N JIL FLOOR G.T. Ln -------------- -- _ -REF_ T cell � 15 5-74" 13 DINING #2 SPF 12 STUD STUDS w/ (3) 16d GG ■ ■ 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET oo S3 io TYP 10 42" H 1/2 WALL T-3" 4'-24" 9 OR RAILING PER SPECS 8 - FLOOR G.T. (3) 2x4 #2 SPF A STUDS w/ (3) 16d ■ NAILS @ BASE =I P iv O M OI LL 1 2 3 4 5 4068 ARCH PWDR - - GG 3 2x4 #2SPF O � 8'-8" FLAT CLG. ti W. � STUDS w/ HTT16 TILE - - ■ AT BASE FOYER TT o0 O PE K - LAU N 8'-8" FLAT CLG. Q 8'-8" FLAT CLG. D. TILE S4 TILE Illlltrlrtlrlllllll 6'-4" -- 6-71"4' p T-24" W.H. 0" 1 T-10" Q EDGE OF SLAB 2" BUILDER TO -N ■ BEYOND WALL pi PROVIDE APPLIANCE PROTECTION WHEN 1 00 NOTE: FINISHED WALLS REQUIRED PER FBC 1 TO BE FLUSH. FIELD 1 VERIFY. G.T. 8'-8" CLG. A.F.F. I- - - - - - - - - - - - - - - - 1 O 8'-0" CLG. A.F.F. J 54 x22��`---� 0 Z ENTRY 8'-0" FLAT CLG. AF IATTIC ----- GARAGE g_ `-----� J oa J U 8'-0" CLG. A.F.F. LL Cr OP Fr 04 TYP. @ SINGLE > w 1'4" 4'-4" STORY (SEE AA/S3 FOR STEM OPT.) S3 r---------------------------------- I I I I I I I I I I I K I I I I I 1 TYP. @ S4 I I O GARAGE--777777-777777-777--7 I I ---------------- 16070 OVERHEAD DOOR 1'-8" 16'-0" 19'-4" 5'-8" 25'-0" EXTERIOR WALL W/ 2x4 WALL PAD OUT HANSON BOX @ 36" A.F.F. DRYER VTE /-PLUMBING LINE TO SECOND FLOOR --WIRE SHELF @ +54" A.F.F. u w w W J_ �O� m HUH L U ,I>O o?d 60 _ HB HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" DA +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2' X 25 S.H. 13 20X383 18'X374 S.H. 14 20X50$ 18 X50 S.H. 15 20X63 182X622 S.H. 16 20X72 182'X71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38 26x374 S.H. 1 H4 2714 X 50 g 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1 H6 27 4 X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 2' X 25 1/2 S.H. 23 37 4 X 38 a 36 � X 37 3/4 S.H. 24 37 4 X 50 a 36 4 X 50 S.H. 25 37 4 X 63 36 X 62 1/2 S.H. 26 37 4 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 4 52 1 X 37 4 S.H. 34 54 X 50 s 521 X 50 S.H. 35 54 X 63 52 1 X 621 S.H. 36 54 X 72 52 � X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" 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 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S. F. TOTAL SQ. FT. 2605 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - B SCALE: Y4"=V-0" (+? O N S KJ X R5 O O O LU fF,r w� il �N. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 10 W Q ono E 01) O U 9t N Q O N W J N 6 m J UT oo'n #LLw W � r t- LL uJ a IC c: co _J ai a L __ 13 MLLw � : 0 0 C L -T O o l- � �Nco � O J W�rnrn ¢ a LLW N aNiz trtoO Z O U 0 (n W El ❑ ❑ z N (•1 z (Z � U) N N z 0 0 a-1 w o �LnN U w m - J E � S I c Q OD .X �Q N O! o w M co z O Z < � C oo eR Q E ?R H2 < -0 �`�z U° 0 z o ro Qi wz CV t o Qomo r Nc - � oaz� U z Cl) J N m <m Q W �Z a, g<Z 0 51 Q Nz W 10 az o �a < it o O VCO is a � ° 3 0 .0 O E Orn a� N LL m O N M N � N Q N r ui m z N v; N o Z z E N m E U o «� c c a- Q p _J JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH �\ 1x8 CAP & CASING OR 36" RAILING �1 36" H. CONT. GRASPABLE __@) 7 RAILING 3/4" PLYWOOD DECKING 16 15 14 -- 13 PRE-ENG FLOOR 12 TRUSS 11 1x TREAD (TYP.) 10 1 9 8 M"la 1 2x4 THRUST / 1x RISERS (TYP.)C? BLOCK-\ r I 7 bo - / 6 -- v STRINGERS 42" KNEE WALL WITH ( 5 1x8 CAP & CASING OR 4 3/4" PLYWOOD 36" RAILING 3 DECKING Y Cl) 2x6 LANDING 2x4 THRUST 2 BLOCK 1 2x4 FRAMING TYP. STAIR SECTION STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along 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. equired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 nches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. 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. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side [with 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUI @ END OF LAN BELOW HDR. B STANDARD (3; STRINGERS w SIMPSON A35 MP34 CLIP TO FLOOR SYSTE LANDING FRA. (2) 2x HD REQ'D @ LANDING STRINGE CONNEC 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) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH CONT. HANDRAIL RETURN TO *VVHLUt I HIL SCALE'LNTS 3/4" PLYWOOD DECKING 2'-4" -2x6 LANDING 2x4 FRAMING 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS -\ 3 D2 SIM, w/ (1) MSTAM36 @ BASE U) to Lu C?D2 N w 'v10 H 1").( AD �-A TYP. @ 2 STORY. SEE JJ/S6 FOR STEMWALL OPT. O H1 6 1/2 33 SH 4 D2 TEMP 4-SH I o O BPI 1668 SPECS. I I _ B.F. I v 4'-4" M LJ BATH 246 A 8' 0" FLAT CLG TILE_ R/SH 48x42 _--- RECESS' TB r SH011�ER `t 0 H1 O(2) SH EGRESS LO CV 6-7" - -G-T---------- N "r 7-0 2 -3-�L TILE T - I 36" x 2; 7' A. . F. I I I ATTI ( =I L - - - - - ACCEE ti 18'-0" F T CLG ih • C RPET n TP 1 2468 BEDROOM 2 F-0" FLAT CLG CARPET 5068 B.F. --------------- R/SH -4" 12'-10" OWNER SUITE 8'-0" FLAT CLG CARPET 4068 B.F. - - - - - - - - - - RIS " 4'-8" 1 4" ' ih rn 42" H 1/2 WALL OR RAILING PER SPECS 19 CV 0 12 TECH 11 CENTER I 10 T-3" 9 1 8 I - ---- 7 6 D2 BEDROOM 3 4-SH N o -1 SIM. w/ (1) T-0" FLAT CLG CARPET G.T. MSTAM36 --_-_ -t-4" @ BASE1 V-6" I G.T. 00 OP MSTAM36 OI I v m @BASE BEDROOM 4 3 ( I 8'-0" FLAT CLG D2 G.T. T I CARPET I I00 = o 1 1/2 33 SH Q 7 v m I My I D1 M I 25-SH 25-SH B-SH EGRESS 9 EGRES D2D<O D, I I-•---------- 5'-8" 10" L 2'-11" 13-6" Pan T 25'-0" l i I I I I I I I I I I I I I I I I I I I I ---------------------------------------I 1 D2 TYP. @ CORNERS 3 D2 SIM. w/ (1) MSTAM36 @ BASE O� 1 L1 3 D2 SIM. w/ (1) MSTAM36 @ BASE 3 D2 SIM. w/ (1) MSTAM36 @ BASE 140C REV 10.1.20 CAB General Notes R302.5 Dwelling/Garage Opening/Penetration Protection REVISION NOTES 12/17/2009: EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. R302.5.1 through R302.5.3. HEIGHT STUD SPECIES SPACING EXCEPT IN WET AREAS. SPACE WET AREA R302.5.1 Opening Protection FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between SPF #2 8'-0" 2x4 SYP #2 16" O.C. TO BE PANNED WITH A PRE-FAB. BASE. the garage and residence shall be equipped with solid wood doors 4. ALL VANITY HEIGHTS ARE 36" A.F.F. not less than 1-3/8" in thickness, solid or honeycomb -core steel 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" doors not less than 1-3/8" thick, or 20-minute fire -rated doors. SPF #2 9'-0" 2x4 SYP #2 16" O.C. RECESS. REFER TO MASON'S SCOPE FOR R302.5.2 Duct Penetration RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a SPF #2 (*) 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid >9'-0" 2x6 SYP #2 16" O.C. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; nonmetallic class 0 or classl duct board, or other approved 40' PRODUCT LINE - MIN. 48" x 64" 5O' PRODUCT LINE -MIN. 48" x 76" material and shall not have openings into the garage. ' WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE R302.5.3 Other Penetrations STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS Penetrations through the separation required in Section R302.6 @ 12" O.C.' shall be protected as required by section R302.11, Item 4. THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH "* WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. R302.6 Dwelling/Garage Fire Separation. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS" The garage shall be separated as required by Table R302.6. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET �H SEE SIN SHEET 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 21X 25' S.H. 13 20X38 182'X37q S.H. 14 20X50$ 182X50 S.H. 15 20 X 63 18' X 621 S.H. 16 20X72 18'X71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 3 26 x 37 a S.H. 1 H4 27 4 X 50 8 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. 1 H6 27 4 X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 X 25 1/2 S.H. 23 37 J X 38 a 36 1 X 37 3/4 S.H. 24 37 J X 50 $ 36 � X 50 S.H. 25 37 � X 63 36 1 X 62 1/2 S.H. 26 37 a X 72 36 z 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 g 52 1 X 37 a S.H. 34 54 X 50 g 52 2'X 50 S.H. 35 54 X 63 52'X X 621 S.H. 36 54 X 72 521 X 71 1 S.H. 39X59 40 X 59 N/A DOUBLE 39X59 79 X 59 N/A S.LH. 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 112" 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 I. 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'-0" 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 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - B SCALE: A"=V-0" O clzi 0 N N J- 4- t� O O -, C U O W' > D_ %.- _ `c ' <, C'V 11 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. tlf 10 co a O M 8 N r 3k , 1.11 6 LL O -7 �; m o x ii (0 PL J Lu ch "a a omv x U_ U- a L 5 J o co OIz z -ate 13 � 2'mN m Y O � o2c, m m d W co rn rn ¢ a Z N M Z of 0 O ILW Z 60 0 � 0 W ❑ ❑ ❑ z�� z O Q N z (Du_ LLD I.L, Y � V �0 S N c (10 U U W f- J o m 1 4 •, U 8 c o Milo` ¢ ZZM M m p wO s T N Q N Q O V . w O Z 00 co <o U0 O4 Za� o @ Wz O ww L C Q O ¢ O� m a �-Z ZCn CJ J m << w a 3 a ZZ ° a 3 8 -Z W c� 3�G 0 �z J w,�Z< I 0 cCD >M O cc O ^� W �- d' to (NJ T Y T� U) U v, 0 m (O L r- � N C) 0 C:)0)N N � Q N r ui M co o z Z M E CV rfl G C d U _J Q p J JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. 1.2 jl— 1,1111i SCORED STUCCO BANDS — FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS - SCORED STUCCO BANDS T.O.P. EXTERIOR PLASTER ON FRAME SCORED STUCCO BANDS _2_nd_FIN_ FLR. T.O.M.- T.O.M. aDC /ENTRY HDR. HGT. TEXTURED CEMENTITIOUS FINISH ON CMU �—SCORED oc STUCCO BANDS FIN_ FLR. 16070 OVERHEAD DOOR FRONT ELEVATION - B SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER E VENT MANUFACTURER SPECIFICATIONS 6" SCORED STUCCO BANDS v SILL DETAIL. SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" — —T.O.P. ------ ------------------------------ EXTERIOR PLASTER ON CJ CJ FRAME 25 SH --————— — — — — — — FLASHING � TEXTURED CEMENTITIOUS FINISH ON CMU ------I-- v CJ / WEEP --- ------------------------------ 25 SH 35 SH -- 2NDF —---------- _ _T.O.M / ENTF HDR. I SCORED STUCCO BANDS ------------------I--------[--I------------------- I ---FIN. FI LEFT ELEVATION - B 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. r Loverin 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 e continuous h b cont u us to a top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 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 0 C. 7 C� rs r �X +__i- tti l 4 1`J n J C]l a = C c O O c= U 0 LU > CL �;11?'11t1In f � Np -i Kl. JFESZ: 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. F a of �r O M 8 N ta`p LLLL No0 C Nm CD J 20 ui ve LL Lu N U:3r-r,� LL Lu a Ov z5z a Qy M J� W U S m- a Z Z J O m m _ 0 O r o Lu tD JrO � W m co �� Trn Z LL a a co Z N MZ XN0 U � O 0 (0 s W U 0 0 z N z o � Q J a n M z �N a �U w 2 to w0 0 N Of •, �N U LL, ... i J F— z i V I c� a � Q W Y N � • seo o CO Z M Cl)o� w LL- E za wo <z r- o Ei. Za —CL M. as D° �U O O E Z N W 0 w _ ra <o z H m� O �Z 0- Z J ZZ N <,w Z N om aZ �w W ) op GIs o 0 wx 5 o 3 y 0 >M 0 rn C9 (ID NT N CT Y T W U �/, o m CD 0 04 0) t� N Lo N Q N T iri E N iri N o Z Z N a E v Q o � JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. 2.1 1 I 1 f r. it III I 1 1111 All EXTERIOR PLASTER ON FRAME FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 T4' OFFRIDGE VENT 12 5� �5 25 SH 25 SH HDR t ------------------ CJ 1/2 33 SH AV ------------------------------1-------------I--- 2NDFIN. FLR. TEXTURED CEMENTITIOUS FINISH ON CMU CJ / WEEP 35 SH ---------1------------------------I --- TOM ZT.T.-Mert REAR ELEVATION — B SCALE: 1/4" = 1'-0" —A___ HDR — _ FIN. rrnrn�r Ac+ c1 nkr�r r' lklnTAr r rn Ac+nrn RIGHT ELEVATION — B SCALE: 1 /4" = 1'-0" --RIOR )TER ON OE 'URED NTITIOUS ;H ON CMU 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 walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 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 ll zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 -a -CI o s D >< N i. a C7 i SZ Q ,r J ¢ t v 0 Q s_ LLI l i I I! i I t/p///� Ry10%%Ji ROwN� CV !tU 0� r`I Q'5'OFES j%Ot P \\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD a too - M s 04 v04 0 � m LLW Nf ��0 rn � -r W a a & N0 d Ly �: 13Z JLL" O0 7 L c0 j (O CV (O w O J ��Qco a Z LLW N M Z O C) U Z 0 U) Z N � O z N z � � � Q $ V) z ;; Li 4 Ln � N o C N in g L i U o • Y Q CAD ¢ Z M CO J i 4 c E w a o Q N O E V Wo o Z® oC) !(U rd U oQ Q C) Z o E O N a ao az o ai ar Wz ¢ C C oa Y "m m0 Z oZ LL Z � cu J < 0 < Z N rn Q � 8p LL�a Z go mw W T U � Z ti l- az =3 10 MJ o co wa >O a V z< C C C:)i > C'7 Orn m 0 CID NT �1 T �N} v }:3 T /Q^ 1..1.. (v� cYi V / m ate-+ t� C'4 C:)Q N LO N T ui m Z, N v; N a Z Z E N cc a U Q p 1 3 JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. 2.2 r.a ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE ® EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PI3 PUSH BUTTON SWITCH (OPTIONAL) D3 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 ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN ., CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER #14 copper to lights & outlets N1 150 #12 copper to 20 amp ckts AM AMP/ 200 AMP #10-2 copper to WH #10-3 copper to Dryer 2!0 or 4!0 SER Alu 200 amp 150 amp UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING O #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVI NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. 1.5" VTR lil I I III 3" VTR I\ � <� I I t I 14" \rrR SWITCH FOR DISPOSAL PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER I C 11DW _ / tj_ _ / KITCHEN DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS A/C PAD GFI WP DISC. �B / I / I ENTRYWP DB & GFI TO I GFI BE ALIGNED — — — — — — — VERTICALL I I DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS IX Cr W LU t— 0 W J � O m �UT_ �o � COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / PER SPECS SPEC 3 & 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN — ELEV—B SCALE: %4'=1'-0" 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. I I I I I I I I I I L— — — — — — — — — — I I I I I I I I I I I I I L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J SECOND FLOOR ELECTRICAL PLAN ELEV—B 70 N 0 X N Q J ('7 1. r. sa -- M ILL t= tc5 a) O O L � L 0- © W CV N 0 N C14 N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W Q d E m O O N it LL Q C cv u°ri xt " w ills � N 0 u_ a Y °' Q a' �n , a = Z Z 0 o Lmv 0 0 0 C t of OJ W W m in��rn ¢ co Z LL ° a N cNi Z W 0 O 0 U _j in Z W ❑0❑ V M t�2 o g z N z Q) �N o _04-1 Q A t0 U OLLJ N �N O Ly N In U E U o' c " Q N � /0 \� ti o Q0 w M �+ = Z Z _j U_ Q E w� �o Z tru no 04 @ �a a� ° o2 ww N I— o 6 ¢ L ro � L -� O ox U 'm'<w m 0 0 Oil z Z � J �b irn a_ 8 LL� g° W W U az J w 'IS O wa ¢a a 0 c Q > M I1/ I..L rn m m U L d. C0 d' N :3 T Y ) U vo in o � o M N N Lo Q N T ai m N N o z Z E N N CU a o U _j ai Q p JOB NO : 22-02370 SCALE : AS NOTED SHEET NO. 3 III L a +II L .!LL_ " If __l ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule I Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Ve(ntttAmt Amt. 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 required soffit ventilation vented soffit be provided by upper I Ventilation Ventilation (See Elev ) needed required needed ventilators I Main j &0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 "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 - B SCALE: %4"=l'-0" Q) . C cliO J-. a_ L E C < O 0 U > > © W cli 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 c� n F O M E Off Q LL N W .7 N N :W LL W to Q ym0 u- Y JLLC- a L o Z _ 2°' O s o o ~ w W m o� onLLW� ¢a� Z N M Z N Q O U v N Z W D❑❑ V M � z N M O Vo Q d N t` LL T Cn W � Z V 0 W s N Ly N �tn U W J U o N • N i-4 —IS o �w M o Z QE o za wo Z � > ZN QN Z® p a V H 'd W K 00 pK Z O E Nrawo aQ o o <o a z ww �C c Y1z "� m0 z, z _ v N J c� � <w g (n Zzo tom. of 30 a n F W ¢ a Jz 3 cz�o a z a 3 .N 0 >M 0 rn m 0 L N o I� N M O N Lo N Q N r ai w 3 d' N N o z cc z E Ncc d E U Q J JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. 4 — - - - - r 1 I I .I I I _ t 1 11 ll'_ _IL _1. I I - - - _-. I_111 ll_ _ 'I_I tNyll lollil1u-In I I _I - -L !-- I _LL - -- II - - I ---- -- -. I - I 1--P .' _TI _ 1 -"o ".�° � "•v a v a� et! ♦ �!e I -a • •- E' #5 CONTINUOUS i o• "� ' a " REINF. SEE FND. FOR >'��°� ' e r e��je �jv0:°. vI�°i°" QUANTITY •v #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. ° ° U.N.O. . °- " •v•v v v� "Alternate: v v �v �j�°e'� N v, The reinf. bars shall be - ° - ° - ° • •- ° - ° - ° cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL 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 LLIUi Z CONTROL JOINT DETAIL > z 00 HD �z �O Cr Z DO Wp J Z qZ:) Z U5O c oc d T 12,_n" 3'-5" 5'-2" 3'-5" 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. TYP. @ L AC PAD PORCH g3 ------ ■ ■ ■II ■ W 9 I INDICATES FILLED C LL a0 - I w/3000 PSI CONC. GROUT 1 1 T FROM FTR. TO BEAM w/ (1) #5 I 0 IU ■ REBAR VERT. ABOVE:SLAB. I I I FF o0 5'-10" 6-10" 4" I TYPICAL @ ALL PLACES I SHOWN. HOOKED FIG _ DOWELS w/ 17" EMBEDMENT I I 9 w/ 25" EXT. ABOVE S B. I GRADE 40 STEEL I C.J. I I r HVAC CHAE E 00 ■ IPROVIDE 3' 1" BASED ON 1 1/2" (RECESS FOR SGD M LOCATION I (REFER TO MASONS S3 I I I I I ■ co (SCOPE FOR WIDTH. 0 I I to III ■ o a J 13 1 I I I a i I — — — C.J. F — I II I L J I s6 I I TYP. @ °' I TWO 10 I 3Yz" MIN. 3000psi CONC. T-8Ys" I 4'-1" STORY SLAB FOR HERNANDO COUNTY ONLY. 3Y2' MIN d ■ I 2500psi CONC. SLAB OVER 6 MIL VISQUEEN III ■ VAPOR BARRIER OR IU cU TYP GG77 S3 — — _ C.J. — ■ o I I I I I III o CV I I � I I o I I I III I III ■ I I O , I �v 9 I I ■ PLUMBING GG I STACK C.J. _ S3 2'-6" x 2'-6" x T-O" _ co 13'-1" 10 1'-0" w/ (3) STUB UP #5's E.W. I TO 2ND FLOOR -- ---- --- FOR A/C [] — —, — w H N S3 S3 I %■ ■ ■ ■ 9„ 17 9" I 0 w o � I Z LLIw LLQo 3'-11" I N PROVIDE 1/2" X 9 z I Q 0 > m ■ I -4" _ 1/2" RECESS FOR FRONT DOOR ¢ aJ a■ 0 00 in TOP OF CONC./ PAVER TO y O v �� BE 4" BELOW FIN. FLR. U coI wLU > W I OPT. ■ I ? U I I ■ TANKLESER GAS WH 2'-6" x 2'-6" x 4'-4" O C.J. _ 1'-0" w/ (3) I — — — — I 00 #5's E.W. TYP. @% ■ I I ■ ENTRY W o I A b I � S3 OPT. GAS STUB OUT TYP. @ SINGLE o i I i STORY o(2) #5 VERTS w/in TS3 (2) #5 VERTS w/in IHBFILLED CELL FILLED CELL o — — — — — — — — — — — — — — — — o M ■k Ilk is ■ 16'-0" 1'-8" 19'-4" 5'-8" �p O� 0 � 0 O W 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 MONOLITHIC FOUNDATION — ELEV—B SCALE: Ya"--1'-0" N ® 01 _r' 0 fV J X Cr) 4 c ;L ;y r -- Ec tt5 uy O O >>0- °LU ,. 7 77 v7pv Q To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W ao H m oM r lito # 8 N J N N p C J CL to 4 LLa Y a cJcaLLLL a L., � Y z O L 2'0 W N m O W ��O'O' d a a Z N co Z W Ln O LL a OU v J Z W ❑❑❑ M Varms Z cMv c%� 0 0 Q � ¢ U) E3 M N z M v 0 o a-1 N � U 0 o t/1 � U 6 ,.. a p N • seo o CID w Z L LL ce a U Zo N Z®0 aUZ ao�tt O0owwCD F— a woZ C.V-. t ¢o (p U m0 O Z Z zC/3�xz W J nm F > z Z N Q $ 5z �w W U 3 as 1 oLL x� 00 Z r3 CO a 00 iI¢ 3 0 _ CD >M rn m m c9 L d. � � N :3 r �. Q CT r VJ^m CD N (:T) N Q T ai C\V N o z z' •' _@ ll E U .° Q c JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. 5 L _ t u I 'L I I I I__ 1 —1 I - -- I I —1 1 TYP. @ 1 CORNERS D2 0 80 O F` M ih 13--0" 2 FT3GE D2 12'-0" N O A @ 24" O.C. MIN. O CE CE S6 LL CE TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL CE FT7G FT6 TYP. 1 O, 1 L1 0 CD Ui t~i BRG. WALL"- 0 O 0 D r FT8G V FT11 LL FT13GE —1 BRG. WALL J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 35 A (2) 22 A (2) FT9 D1 CJ3B CJ1B S7 9 D1 7 D1 FG3 D1 m � A TYP. U.N.O. 0? m m M U U 5'-0" M m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" B4GE ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) 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, HIP -35.94 49.57 -49.57 -49.57 / 10 GABLE 38.22 38.22 -60,99 -60.99 60.99 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): I 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 I I QIr I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ROOF SHEATHING: j O I I SHINGLE: 3/16" EXP. 1 (21/16) or t%3z' EXP. 1 (3�/16) TILE: %2" EXP. 1 (33/16) I I r I I I I I NOTE: I I I I- -I- 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %8' x 0.113") NAILS t � 13r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/s" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES @ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2 = 1 -0 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 1 112" 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 1 112" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 1Gd x1-1/2 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005l915 ** 8 - 10d x 3" JUS26 1000/1080** - 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 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/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY '** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 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 (6) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('*). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (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 O 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 R 2 PLY CARRIER (A) xCONTLEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—B_ O r - LL C'4 i LL -0 O O U L1 LU cli 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. ti I. o E Q O (h $ N n XL O N LL N v omNLL`L 0 (D 00 LL W Ml tq r.- r; -+ W a LL M Q uU_L a Lu O Z co zr c 2 o O W W (0r rn G a Z n z x N M rn O C9 U=D U) OU W ❑ ❑❑ W Z N (h O � z N z � � � � r N th � I � /E3 � V^ I1 M _S? W V O 4--J cn (� w Uo 0 w o c w e ' L U o U) ° _0 c Q N s o0 r� o Z Cl) h o3 � J LL C z o oo 'aR a O � V wz z® oa z o E o ,� N d w �o o z -0 °a z w z L ¢ o z m 0 Z z C,) N CL 29 w9 g aw W UI <0 ? � oLL w� =3 A C:) co V 0l aT° a 3 O C 0 2 0 rn m m 0 L � � N U) m 0 r NO 0) -Q N Lo N Q T r ci E w N C 6 N o Z m z E N a E U Q p JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. 6.1 L I I I P 1 I LF --i 1- II ll. 1_ 1--. 1 11 1 - - 1 --11 I--f 1Pull, I ' I (2) TYP. C( C I 251-011 I 1 OVERHANGS OVERHANGS , RSH ENGINEERED CLADDING WIND AND SUCTIONS FOR MEAN ROOF 5T 5 ftND ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 1�\ 10 GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):ZONE 71al 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELDZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: I l O l I@ I SHINGLE: Y16" EXP. 1 (24/6) Or 1%2" EXP. 1 (3�6) I I I TILE: 1%2' EXP. 1 (32/1s) I I r I I NOTE:-- 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t I r r U 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9- 1Od 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 - 1 Od 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 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2"& 8-1 Od 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) 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 2 112" 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 - 1 Od 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 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od 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" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1 Old x 1 1/2" SP1 555 535 10- 10d SPT22 735 8 - 1 Od SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 590 1 555 1 12-1 Od x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). 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 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 ROOF FRAMING PLAN - ELEV-13 SCALE: Ya"=1'-0" O C� N N z c C) ttS O O L LV CN 4 *•• �. L t��Eti0 . 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 a 1 v E c� O M 8 NID ik V 0 m S -LL Q w se `` w N tAIL-0-r�.-- -,wa co V (L Y 2S2 Q ui J U- u- 5 O. z Z � O _�6 0o o O N C_O R' O J W ��a a a Z 00 L N Z Ir D O W ❑❑❑ CD Z N M z $ z o U) Q d N n M 'z'^^ 1 V O 'W T Ow o �V) fB U w J U o e c U) Y �Q Q N 0 C:,o z M 03 < LLJ.. z o > <� aC0oo n O E V z z® oa F— m O Xo i o z z t oZ<0o<c ¢ o rr m 0 rp C z Y U y O o , z Vr�i J -0 < W z N a O � Z < O > 3o U W °E z =3 c0 �r d H oa Z 4TU O- 0 C O i a) >M m N (0 ct• a- ^� o U) m C.0 O C)Q CD N � � T ui m N ti N o Z z E N _ E I] U -j Q p JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. 6.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6_ Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load G 1 .O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM k GROUT SOLID N O � W U O 15 BAR CONT. 8F12-1 B/1 T O 'Y LINTEL DETAIL SCALE = N.T.S. E E � Kamm TYPE DESIGNATION #5 REBAR MIN.(1)REQ'D AT TOP ALTERNATE POWERS F=FILLED WITH GROUT / U = UNFILLED 1/2" CLEAR STEEL LINTEL n ° R=RECESSED QTY. OF #5 ° ° REBAR @ BOTTOM ° OF LINTEL CAVITY X G ° .M.U. #5 REBAR AT TOP J¢ w ° ° ° MIN. (1) REQ'D 1-1/2" CLEAR 8 F 16- B/ 1 T H a J z ° Z a ° GROUT J tNOMINAL.QUANTITY OF 5 REBAR AT L. CO ~ ¢ C.M.U. WIDTH #5 REBAR AT ° O BOTTOM OF a in - TOP LINTEL CAVITY rn U o W NOMINAL "*-BOTTOM a it d o z HEIGHT REINFORCING C < C7 � Cr 7-5/8"ACTUAL e PROVIDED IN Z LL o w n 8" NOMINAL WIDTH LINTEL ¢ _ - Cr i'- #5 REBAR AT BOTTOM (VARIES) U) � it a AS INDICATED MATERIALS 16 GAUGE POWERS cTf- precaslTntels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 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 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 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 2x8 92 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/%" EPDXY ANCHOR ORY2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. - -SEE PLAN FOR FILLED CELL -� SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" O 8'-0" LL O 4'-6" LL O 4'-6" LL (DMIN. 5'-8" LL O O 13'-0" LL 5'-10" LL E MIN. 17'-4" LL LINTEL PLAN - ELEV-B SCALE: Y4"=1 '-O" 1 o r` 7 ® c > >G n -r„ (_� ` `v t.� Y r W p O O Q J c: U 63 L > ] 2 - W C, �• °• V 1 1� . JIOt-!P�' 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. WCD W E 1 w Q O M8 N 0 O N J ci Q ONCN 7 a0 N LL W N VJ N W LL a- ° Y �rNiv a LU Z JLLLL o - 0 Y L2 O O O W 'm N m K O W m _JW d ) ¢o IL Z � � Z 0- D O a N Q U � 0 °" Z '.` W o00 M � Z N � o g Z N z � � J a � N N M Z U o U Ow N C N Vvi = - U � w m ¢ N I� M V7 M Z J E � <� Q a E w� <S z® x0 ¢ 0° ZO z woE Zw N N i wo� ao mf sU o z � J m,Z ° Z Z Cn 3 d op LLa Z Z 5Z, mw W o � o w¢ =r �o CZ) it OU V z1 < 3 0O 0 = >M Om �' cc cc 0 N L d. co N T U) m cfl O o 0) N `� T_ Q T ci m N N o Z Z E NCU N a U � Q p � JOB NO : 22-02370 SCALE : AS NOTED SHEET NO. 7 J c �O v J Lz 0 0 a N N CV N as S m v a� 0 cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL A . CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CC -C MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VE RIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 6fTMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1-10. FLOOR TRUSSES 15 2.2• LIVE LOADS: 2. 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 SYSTEMS ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD NW OF100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5• DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2„ 1 y" Y4„ MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-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 BUILDING DATA 140 MPH WIND SPEED CRITERIA. (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. BUILDING CATEGORY = II 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) :3 1/2" MIN. THICKNESS W/ M MID -DEPTH OF SLAB. F BERIN. M SCEMENT HIP RR DESIGN MIIXFMAY 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 II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. TYPE: 5B + 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 V - 140 MPH) ( - ) MINIMUM. 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 160 +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 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PACE 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 TREATING. BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO EDFORONTHETANDARD RS S S ARE CALLED LANSTPRESSURE 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER of RECORD. "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. ANSI(TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 „ 1 „ FASTENING SHOULD BE TYPE W 1Y4 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 DE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS :ASTM A325 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / MACHINE BOLTS :GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 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 = 0.162". 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 PRIOR TO INSTALLATION. 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 ALIGNMENT ARE T BE IN ACCORDANCE INITIAL SET OF THE CONCRETE, SPACING AND AL G o ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8. 2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfili is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete overpo and mortar along the foundation perimeter must be removed before exterior soittreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewa Is. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. O `7 t C r Q R' !� C CD LY I= C O O - N "� w r_ 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 f H E O M 8 (O # 00 Q N� O N J Qa N Cn�r� LL w Q Q7 M Q N y MLLLL aLU3: zoo zL V N cD M O a_jO' Z c0 N O J a 0 _ M Z _j LLW N ZOU U�tUn W ❑ El ❑ V M M z M Q N M o z � 8 Q N C� M CD o LL (D a--+ .n LIJ V o 0 w r � NV) c N f� U W J po U us O N 6I C:, ffi Cl) o3 z d o =o wz aN �® oa Z co 6 H O = N Xv a. z DOU O W az a 0 wo <o �z rp cy z � mF o o� z -� Nm >� z N j ¢ ° z zQ CLNW w a z W `0 o� 1� Z ¢a 3 =F LD 00 CD ou �o a zR 3 C C:) 0 i > M O d rn 0 ^1 W L liltd- � N 00.E '_ 1-1.. �/U V) m 0 N 0) N .Q N � Q � r T E m N N o z z E N T cc a U Q cc c a JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. SIN I I 1 1_' 111 1 I -A - 1L I 3 v 01 N x m -4- 0 CV O 0 N C) M 1-1 v C) r c 3 a O a E t° N E s v J 5 Q, ti 0 U c 0 UI > 2 i CD i CD I Y O v 0 J Ez N 0 0 0 CL N 5i 0 z 0 W m v N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH ­, /— WALL SHEATHING 1777­111 1. 16GAx1-1\2" LONG (3/4"-1" CROWN) S�. [ j „ MQX. :. [:. I: 16GAx1-1/2" LONG 3/4"-1" .. STAPLES @ 6 O.C. VERT BETWEEN ..... 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" U 10 STUB -OUT FOR 1 �_��� o LO 0 0 GAS METER O o � U O o N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-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. 154' (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x P — 5/8" or 3/4" wood anal 902.0 2 x _ lumber Double 2 x _ lumber FILL CELLS �— STD. 900 HOOK r— BOND BEAM SIMPSON MGT w/(22)10d w NAILS TYP. Cr GIRDER TRUSS a STD. 90° CONT. #5 BAR T. #5 HOOK BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 5/81 THRU BOLT CU. BOND BEAM STEP 2 X B. SCALE: N.T.S. SIMPSON MGT w/(22)10d 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT.BASEPLATE 12 METAII 12 TSS � , �� TYPICAL SIMPSON MGT TO SIMPSON META BEARING COLUMN y ��pLYw00D FLOOR INSTALLATION M I D SPAN SEE PLAN FOR REQ'D COLUMN AND _ - SHEATHING PER PLAN BUILT-UP COLUMN DETAIL CONNECTION I TJI TO BE CUT TO ALLOW - /� '�'�FOR BLOCKING/TJI NOTE: UPLIFT VALUE \� `MASONRY WALL OR ':S: IS BASED ON INTERIOR BRIG. WALL S.P.F. TJI PER PLAN 1 OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR LOCATION OF above to bearing below. STUDS ` . SECOND H10A SECTION @ INT. BRG. WALL SIMPSON H10A (WHEN ° DOUBLE JOIST CONSTRUCTION ° N.T.S. w/ (18)10d x 1 1/2" REQUIRED) (Not required if both loaded equally from above) NAILS Filler blocking 1/8" min. 2" min. UPLIFT = 1015# + / 2" max. }Small gap 4" max. 1/8" gap ' Web Stiffener Fastener Schedule - TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Joist Bearing Location - / Series_ I Depth End Intermediate_ + NT ' '//''' �, ® 9-1/2' 2 8d INSTALLATION INSTALLATION BCI 5000s 11-7/8' 2- d 3-8d Clinch nails / 14" - 2-8d 9-1/2" 2-8d 2-8d ossible 5-8d when / %® - „ BCI 600os 11-7/82-8d . 3-8d 4" MIN. EMBEDMENT P ✓ �` BCI 6500s®' 14" 2-8d 5-8d � 16" 2-8d 6-8d SEE SCHEDULE FOR 1) Support back of web during nailing to prevent damage to-�11-7/8 2-8d -3 8d - oo SIZE AND QUANTITY web -flange connection. \ O � g P __ �- BCI sos � 14`' 2-8d 5 sd o OF FASTENERS 2 Block solid between joists for full length of span. Tight fit 16" MCI 6 8d o o 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8 - 3-16d 3-16d _ o 2x4/Plywood/OSB web stiffener — 2" min. BCI 90se 14" 5-16d _ 5-16d o 0 4} Place joists together and nail from each side with 2 rows of 10d nails - - /" 4" max 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or 16 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Ye" GAP ° TOP sides by6". - Hangers with side nailing. �- Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. Under 2nd fl r of mn w/ I d N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high 64 or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES ---) DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls 7 - ooc u oas higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or 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 Provide adequate bearing for each lapped joist. Use 10dxY nails at Vo.c. for all joist blocking panel *Non -stacking walls +-10dnails SECTION @ INT. BRIG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 6 A 1)/2' ROUND HOLE MAY r 6rr DO NOT CUT HOLES 6 BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" VI T-7" 1'-11" 2-4" 2-9" 32' 3' T' 8 T-0" 1'-1" 1' 2" T-2" 1-3- 12 1'-a' 1'-1" 1'2" 1' 2" 1-3" T-9" 2-4" 2-11" 3-7' 4'1 4-9' S'-4" Any 16' joist Span (R) 16 1'-0" 1'-1" 1' 2" 1 2" T-T' 2'-5" 3-2" 3-10" 4-9 6-7' 64" 7 2.' 20 1'-U' V-1" 1' 2" 1 2" 2-0" 3-0" 4'-0" 4-10" 9-11" 6-11" 7'-11" 1 8'-11" 24 T-0" T-1" 1' 2" V-3" 2-6 3'-7" 4-9" 6-10" 1 T2" 8'-4" 9'f" 10-4- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I : 1 I III 11 1 I I I I I1 111= —111 Nail with 10-10d nails. Install tight to top flange. �� SLEEVE THRU STEM Joist hanger SEE PLAN FOR �, a... . a :�� �� FOUNDATION INFO c 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 - �I f 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"1 gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height J requirements �' /✓' � / 0.6XJoist jT depth /X I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN Nk, UNAJt 4 VVk, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'4" CENTERED @ PIPE PENETRATION 4 I —I I—� d U 1111111I PLUMBING LINE i— PVC OR SCH40 SLEEVE d a a 511 I —III ; III I d ad I —I 11—_1 I I- • �IIITII� SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"- CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE / r PLUMBING LINE d L d d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a C .d dV d " .4 a SEE FND. PLN. SIZE & REINF. -d 7 0- _t- L a c� U O �>p'-4-W I 1 =4y*I ✓ \t':.O u' � *\ F 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 Flonda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. - to W E S N r-# Q O C", 0 V N m J LJL m °o LU - �rr� W a f/J N v a Y LL u- a w ,a V J 0 f. Z 0 0 13 L N V o O w Ille :5 rp N c_o Er O -J ��Qj6' ¢ ¢ a Z 00 N Cl) Z < O LLW U N z �Y W ❑aa Z cv ch o 0 z IN z � � Q a N (nV1 M CD o Azcz N w m ° U O w o � NLn c ~ — U LJJ J ° � Q U o c 0 0, ti co w M p � 2 < J LL ai Q u 0 a ¢ z o oLL gZ <ry Z® oa U Q¢g ¢ UK , Oz ZCLaCa o E N L '0a ao ¢ o ¢w (B m 0 O O� Z - � U) � J U �Z U, CL <� a w W oz g < a< _0 �o CAD 04 a� ° 3 co Orn NTm (D L d. co N N CL Y ' ) U v o m (� 4-1 h It O t� N 0 04 oM e--- E w M .. 0 :3z rn n Ecc U J Q ICU Q c a) J JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. SN 1 IL 1 1 Ill I - I-L - - I! 11--_il i - I -I I - ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 �\ P') I VARIES FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH "' MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM -III—III L—I ° ° I I 11. 11= 9 D7158-CLASS G or H, or ASTM EI i • I I- I1=1 I1= I1-1' D3161-CLASS F, IN ACCORDANCE w/ TABLE _' "1=1 I =11=11 I-1 I I 1=1 I 1=1 I I- I �I R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) -1 I �� ICI II iJ II i I I1 111= I' 8 „ RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=1'4" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90- HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 'cal ° u 0 Z o - ap 6 MIL VAPOR_; - BARRIER p �• 4 iTl —I D �I I N COMP. SOIL. e (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—t BLOCK WALL BEYOND 14"O.H.D. RECESS 1I1 TZ_ M 4„ .• . I T T SEE A/S3 OR J/S6 LW I I FI I I LILT FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR II FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/(10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES JL I GARA( I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) 17' 11 ^' ^" (ALT: 1/2"x12"TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211- 3 1/2" MIN. ° W e TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR 8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2" 016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE P x 6 W1.4 x W1.4 WWF OR FIBERMESH INCLUDE THE WALL / ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �31/2"MIN. D , T'31/2"(min.)-4" - _ ° b •. e —�T1J2"(min.)-4„ co (i.—=-• I I �I �I I 312mnI "n Ti H =HTT f`I - (2) #5 CONT. —1 IT TIf- 4" V-4" 8" (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL (@ STEP as SHEARWALL C TYPICAL BEARING WALL a� STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" ccX.'S�c�PE�'� o �ecs f\ 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �N�011" INSULATION PER FBC AND ENERGY 81, C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) c.l LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR ZX PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH BAR — "' 2x P.T. PLATE WEEP SCREED INSTALLED ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE ;, o ° ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi D - [GRADE 60 MIN Fy= 60ksi] SCALE:3/4"=V-0" S3 NOTE: SEE SECTION II FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE LUCL D a. - m z Cl)_ a ° FINISH GRADE w 25" MIN. LAP [30" MIN. LAP] g — D TTf —I x w — — °O 6 MIL VAPOR BARRIER — I °e ° = I (__ °Q R 1 7/8 `) D • — w I — _ z T #5 REINFORCING BAR 11j--j-Ij� I I =T T 2 #5 LAP SPLICE r COMP. SOIL. (COMPACTED TO • ° ° A. I TIT 1iT 95% MODIFIED PROCTOR ASTM D1557) — I Irrr-ll�'i'rr 4„ V-4„ FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP WALL SECTInnI POD AnnlTlnnlAI SCALE: 3/4"=V-0" SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4"---,, z ° ' v GRADE a co 1 = _ _ — _— Q _ T I I —I I II ILL I r - _ (1) #5 REBAR w/ OPT. 1=1I ICI I I I I I=1I I 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS Cl) 4A --I 11—�— . •a: • y - II1=11 • I So �II�I •y -Ik �I it I ��• :. t�lh SEE A/S3 OR J/S6—,- -'LI I I r—RI i I, F FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEAL4 a • INTERIOR ° • 4 . -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 121 CONCRETE SLAB Ce a 0? C co 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN ;? (2) HTS20 FOR STRUCTURAL .- BEAM SIZE & I. ! CONNECTION INFO k �) I � 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o CONNECTION INFO. cw —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN cn 0 SIZE VARIES PER PLAN CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS E > -j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 cal o w SIZE AND REINFORCEMENT) WWF OR FIBERMESH �,, LU V) BRICK PAVERS or SLAB PER a 0'-0" FIN. FLR.� COMMUNITY SPECS _ _ If 1 I �TT��TT . FM��/;� moo; --- /;�,�//�/�� .. • • . TAPERED COLUMN FRAMIING,; 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 111(R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3501 MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH CO E � 0411'I is ElHal (2) #5 CONT. =11 1I ON 3" CHAIRS (TYP.) 8„ 1,4„ 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� F WWF OR FIBERMESH SEE A/S3/J/S6 —` L Ij, ` �,7��r' ' 8„ FOR REINF. INFO. OPTION #1 I SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS @ S.G.D. M SCALE:3/4"=V-0" '\ S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS = TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. `Q' ' M 00 GRADE LU LU C7 J • Z I— W Q O o _ • • • • Z CO LLJ z ILL ih a - -LU FOOTING BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 o X S- c_o - ` r ,r E c a _ l6 ;n O O :3 Cz U +, ° LiJ 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. et 01 F O M E v) om1-4 � C O oo tl7 at '� Lu to �t-ILw° c� o a — Q @LLB a. w ZM 13o ° ZC O F wJ O j N O �f0 m U�-cW _ N M z � rn O LL Z I No Ja0 <. O V U Z ❑❑❑ W M z N M o g z N z o � � Q J Lr) z 0 o Cz v w (.0 a � V 0 w o N Ly N �N r U � � t g U ozX• �0 O J Z COM o 3 z J LL- C Z w= > N <o oa co gU @ O ap jp U <o �w w� (t3 - v z y U Nm a' O O Z J aw t!r a ° Ox z z �o NZ W U aLL o <a � �o' CD '� zla o- c� 3 0 2 O = > M fY a� m L CO d' N � V `� Y ' ) U vl /r1 a - O o LO CN T T ui m N : i6 N o Z z I E N 12 IL E 6 U Q p JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 x w I 0 m r- CD 0 N v c Cn 0 N J 0 CV 0 N L v a a N N / d E 1.2 co 0 0 9 N CD fi In U v y U 0 i U a z I Y i .s U J ti N N N N N J; 0 0 a CV ID N 0 a m 0 N (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 5/81, 8" 7 5/81, 8" SOLID AREAS ARE ❑ 7 5/81, 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK--. ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 2 1/4"' 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE P/ 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. S C� 12 SEE TYPICAL WALL SECTION ( Fypj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID +' POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED . SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW a 1/2" EXTERIOR GRADE SHEATHING - FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE �\ BLOCKING (TYP.) \-ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. F -1TO DRAIN C DOOR OPENINGFF DOOR OPENING ❑ ❑EXTERIOR J ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1 ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD "J4 SCALE: N.T.S. �S4 KNOCK-OUT— BLOCKNOTCH LINTEL WHERE REQUIRED W/ (1) #5 FOR CONCRETE PLACEMENT 1 a � a a d a a d 811 STD.90'HOOK 8" BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION ELINTEL ff NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J a w O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER i GARAGE DOOR TRACK fl CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING 6) BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. ram/ SFF � 10 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 -Ct 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 I -OP a iARAGE ►OOR VWVlI I I1'l [x W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER ,) (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. oA00 SIMPSON HTT4 TYP. U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON —v /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (NP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FB'LOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) 0/C FIELD ? a 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL) W/ STD. 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-7 NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED MAN 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 14116d TOENAILS TO tbP 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. �+4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC /� RECESS SP4 SP4 / LINTEL SIMPSON SP4 SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSONSP4 LINTEL 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. t&NUT OXIED A.T.R. t&NUT �XIED A.T.R. t & NUT ROOF TRUSS ABOVE F 2X BLOCKING 2X8 P.T. BOTTOM P TE G` 5/8"x10" "J" BOLT @ 24" O.C. MAX. B i (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS 4" -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL /� @10d NAILS @ 6" O.C. / STAGGERED A 2X8 P.T. BOTTOM PLATE D 5/811x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) STAGGERED TRANSOM FRAMING 0 N N 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 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY (R� SCALE: N.T.S. m r I� (D ` SQ L� W J) O } Q : 0 ;-- ¢ O W _ f, �f11111dd/'thl;�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v E 00 _ a N N O m # lL a) _�;000 W 0 CO F- t 32 LL W a M Q N V J5 N !n LLL_ a Ui 3 o 0° z Z cc tr�.— 0 w o . co 2 rr-- 0o m Z LLW N� xd0 N coZ h U O U Z W ❑ 0 ❑ z N M o z B z o U) Q d N N M zCzQ) o a) a-1 (0 Q A U 0Q) w s (+! Ly N �N � y U n. E U o �' N • C e S� r_ o w M M �¢ o � z z < _ C6 E jo 4 0 E V w� �0 @ — a0 �° UO a U° �z z o E N i <o dZ � 0 ttw mo �xM0 Nm O� z a J a °- �w z to C Q� 8� w0 a° U � w W a� <� SIC, CD co Cfl >Ox a r O0 zIp¢ Q = a a) C ei Orn N r T rr/6 U VJ 0 C.0 llt I� -0 N 0) N Lf7 N Q T m z ' CN 0 CV o Z N m a E U m ¢ 0 � JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. S4 o+ 3 w 0 i M r` 0 N 0 CN 0 N O J O I 0 0 -12 o, 3 a 0 i a E a E 0 c J co r ✓n CD v U i i U O U 7 d W y I Y 0 •U J N f.` 51- N N N N ai 0 C-4 N O CV N G) v 0 5 2 9 0 SIMPSON HGAMV wl (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--,\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. 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. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 1 Od AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & (2)1 Od TOE NAILS @ EA. FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR END BLOCKING 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C 2"x4" LEDGER (MATCH BOTTOM CHORD7 w/ 10d NAILS @ 6" O.C. THROUGH CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX I" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETANL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 j DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 1Od & (2) 1Od EACH JOINT w! (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF (2) 16d ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD • 2) 16d NAILS BOTTOM ATTACHED ( W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0!C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J' BOLT @ 32' O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3l16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" SECTION 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP rF SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `° 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF ti RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w! (3) TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 -16d4ct NAILS @ EA. END AT EA. TRUSS JOINT 2 2 x 4 LAMINATIONS W/ 1 ROW (3) 2' x 4" LAMINATIONS W! 1 ROW 2x4 PANEL BLOCKING () () () (3) 2" x 6" LAMINATIONS W/ (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 BLOCKING CKIN) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207' , L - 4 1/2) OR EQUAL (D = 0.207' , L = 41/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & MASONRY WALL OF TDJACENT HE COLUMN ARE DRIVEN FROM OPPOSITE SIDES ATTACHED (SPAOR 4-PLY, PROVIDE CE AS SHOWN OR13--PLY) . x 5 1/2" LAG SCREWS OR EQUAL BOTTOM 106d 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 NATION (SPACE AS SHOWN FOR 3- PLY) 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAIL SAT SP2 w/ (12 SLOPE OF ADJACENT TRUSS STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUDD SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 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. E ES AND 12" O.C. FIELD a __ JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION FASTEN WITH L 2x4 BLOCKING W/ 2x4 T ON TOP OF PANEL I 1 EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3 @ 4 0/C (2)12d TOENAILS NON —LOAD BEARING LOCATIONKD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - -, B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION -- SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x :ROSS BRACING 3EE 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 ri SCALE: N.T.S. SrJ vvr. r . u�..nr vrvv.r GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 10d XO.131"@8"0.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C rnrnnn -rnr rnnrc� 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU EXT. WALL CONN. @ NON — LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMNSUN 6P2 W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓,9 0 E Y CORNERJACK a a w z O U HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ z w `.BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L� 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(::L SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. mo 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 0 n V-1 C'l N L_� - CC - U f eo = LL1 O t �qti 1;0 i I I1 i11�1'01\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n W E o �8 -,' ��♦♦ o (0 V N �"�37 uj W G W J xt LL W M � LL w a QNMC rn to JwLL33 °.w� Z @arn Z° L f0 13 F co us 0@Nco O Z Co No Wa0 _ N Cl) Z W rn p z ❑DO W z N oc" z W NN z p Q Q V r N M N z -0, T C/7 LL U � w g Cdi y U 1�� J t _ e U o C Q �14 eoN O CD co Z coz � Z coo J � =o >� a E �� <� O Z® w i 0 a g r6 M0 U0 zDu 0. <1¢ W� O E o d z CN wo � <om� o z (b oZ. >Z to J < 0 20 56 N 2 § -z W0_3 wN U oLL 3 o w` >O co a V zaT0.§ C O i O 4) 0' M ..L O N iT f0 m ^' 0 W L d. to N U T .2 O O .O o Lo N Q N r 1"� E N z m 0 v; N z E N a 0 ° 10 a o JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. S5 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) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX I" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETANL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 j DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 1Od & (2) 1Od EACH JOINT w! (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF (2) 16d ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD • 2) 16d NAILS BOTTOM ATTACHED ( W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0!C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J' BOLT @ 32' O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3l16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" SECTION 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP rF SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `° 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF ti RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w! (3) TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 -16d4ct NAILS @ EA. END AT EA. TRUSS JOINT 2 2 x 4 LAMINATIONS W/ 1 ROW (3) 2' x 4" LAMINATIONS W! 1 ROW 2x4 PANEL BLOCKING () () () (3) 2" x 6" LAMINATIONS W/ (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 BLOCKING CKIN) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207' , L - 4 1/2) OR EQUAL (D = 0.207' , L = 41/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & MASONRY WALL OF TDJACENT HE COLUMN ARE DRIVEN FROM OPPOSITE SIDES ATTACHED (SPAOR 4-PLY, PROVIDE CE AS SHOWN OR13--PLY) . x 5 1/2" LAG SCREWS OR EQUAL BOTTOM 106d 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 NATION (SPACE AS SHOWN FOR 3- PLY) 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAIL SAT SP2 w/ (12 SLOPE OF ADJACENT TRUSS STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUDD SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 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. E ES AND 12" O.C. FIELD a __ JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION FASTEN WITH L 2x4 BLOCKING W/ 2x4 T ON TOP OF PANEL I 1 EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3 @ 4 0/C (2)12d TOENAILS NON —LOAD BEARING LOCATIONKD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - -, B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION -- SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x :ROSS BRACING 3EE 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 ri SCALE: N.T.S. SrJ vvr. r . u�..nr vrvv.r GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 10d XO.131"@8"0.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C rnrnnn -rnr rnnrc� 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU EXT. WALL CONN. @ NON — LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMNSUN 6P2 W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓,9 0 E Y CORNERJACK a a w z O U HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ z w `.BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L� 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(::L SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. mo 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 0 n V-1 C'l N L_� - CC - U f eo = LL1 O t �qti 1;0 i I I1 i11�1'01\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n W E o �8 -,' ��♦♦ o (0 V N �"�37 uj W G W J xt LL W M � LL w a QNMC rn to JwLL33 °.w� Z @arn Z° L f0 13 F co us 0@Nco O Z Co No Wa0 _ N Cl) Z W rn p z ❑DO W z N oc" z W NN z p Q Q V r N M N z -0, T C/7 LL U � w g Cdi y U 1�� J t _ e U o C Q �14 eoN O CD co Z coz � Z coo J � =o >� a E �� <� O Z® w i 0 a g r6 M0 U0 zDu 0. <1¢ W� O E o d z CN wo � <om� o z (b oZ. >Z to J < 0 20 56 N 2 § -z W0_3 wN U oLL 3 o w` >O co a V zaT0.§ C O i O 4) 0' M ..L O N iT f0 m ^' 0 W L d. to N U T .2 O O .O o Lo N Q N r 1"� E N z m 0 v; N z E N a 0 ° 10 a o JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. S5 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0!C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J' BOLT @ 32' O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3l16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" SECTION 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP rF SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `° 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF ti RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w! (3) TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 -16d4ct NAILS @ EA. END AT EA. TRUSS JOINT 2 2 x 4 LAMINATIONS W/ 1 ROW (3) 2' x 4" LAMINATIONS W! 1 ROW 2x4 PANEL BLOCKING () () () (3) 2" x 6" LAMINATIONS W/ (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 BLOCKING CKIN) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207' , L - 4 1/2) OR EQUAL (D = 0.207' , L = 41/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & MASONRY WALL OF TDJACENT HE COLUMN ARE DRIVEN FROM OPPOSITE SIDES ATTACHED (SPAOR 4-PLY, PROVIDE CE AS SHOWN OR13--PLY) . x 5 1/2" LAG SCREWS OR EQUAL BOTTOM 106d 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 NATION (SPACE AS SHOWN FOR 3- PLY) 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAIL SAT SP2 w/ (12 SLOPE OF ADJACENT TRUSS STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUDD SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 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. E ES AND 12" O.C. FIELD a __ JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION FASTEN WITH L 2x4 BLOCKING W/ 2x4 T ON TOP OF PANEL I 1 EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3 @ 4 0/C (2)12d TOENAILS NON —LOAD BEARING LOCATIONKD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - -, B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION -- SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x :ROSS BRACING 3EE 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 ri SCALE: N.T.S. SrJ vvr. r . u�..nr vrvv.r GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 10d XO.131"@8"0.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C rnrnnn -rnr rnnrc� 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU EXT. WALL CONN. @ NON — LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMNSUN 6P2 W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓,9 0 E Y CORNERJACK a a w z O U HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ z w `.BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L� 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(::L SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. mo 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 0 n V-1 C'l N L_� - CC - U f eo = LL1 O t �qti 1;0 i I I1 i11�1'01\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n W E o �8 -,' ��♦♦ o (0 V N �"�37 uj W G W J xt LL W M � LL w a QNMC rn to JwLL33 °.w� Z @arn Z° L f0 13 F co us 0@Nco O Z Co No Wa0 _ N Cl) Z W rn p z ❑DO W z N oc" z W NN z p Q Q V r N M N z -0, T C/7 LL U � w g Cdi y U 1�� J t _ e U o C Q �14 eoN O CD co Z coz � Z coo J � =o >� a E �� <� O Z® w i 0 a g r6 M0 U0 zDu 0. <1¢ W� O E o d z CN wo � <om� o z (b oZ. >Z to J < 0 20 56 N 2 § -z W0_3 wN U oLL 3 o w` >O co a V zaT0.§ C O i O 4) 0' M ..L O N iT f0 m ^' 0 W L d. to N U T .2 O O .O o Lo N Q N r 1"� E N z m 0 v; N z E N a 0 ° 10 a o JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. S5 11NIMUM 2x :ROSS BRACING 3EE 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 ri SCALE: N.T.S. SrJ vvr. r . u�..nr vrvv.r GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 10d XO.131"@8"0.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C rnrnnn -rnr rnnrc� 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU EXT. WALL CONN. @ NON — LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMNSUN 6P2 W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓,9 0 E Y CORNERJACK a a w z O U HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ z w `.BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L� 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(::L SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. mo 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 0 n V-1 C'l N L_� - CC - U f eo = LL1 O t �qti 1;0 i I I1 i11�1'01\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n W E o �8 -,' ��♦♦ o (0 V N �"�37 uj W G W J xt LL W M � LL w a QNMC rn to JwLL33 °.w� Z @arn Z° L f0 13 F co us 0@Nco O Z Co No Wa0 _ N Cl) Z W rn p z ❑DO W z N oc" z W NN z p Q Q V r N M N z -0, T C/7 LL U � w g Cdi y U 1�� J t _ e U o C Q �14 eoN O CD co Z coz � Z coo J � =o >� a E �� <� O Z® w i 0 a g r6 M0 U0 zDu 0. <1¢ W� O E o d z CN wo � <om� o z (b oZ. >Z to J < 0 20 56 N 2 § -z W0_3 wN U oLL 3 o w` >O co a V zaT0.§ C O i O 4) 0' M ..L O N iT f0 m ^' 0 W L d. to N U T .2 O O .O o Lo N Q N r 1"� E N z m 0 v; N z E N a 0 ° 10 a o JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. S5 NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMNSUN 6P2 W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓,9 0 E Y CORNERJACK a a w z O U HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ z w `.BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L� 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(::L SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. mo 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 0 n V-1 C'l N L_� - CC - U f eo = LL1 O t �qti 1;0 i I I1 i11�1'01\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n W E o �8 -,' ��♦♦ o (0 V N �"�37 uj W G W J xt LL W M � LL w a QNMC rn to JwLL33 °.w� Z @arn Z° L f0 13 F co us 0@Nco O Z Co No Wa0 _ N Cl) Z W rn p z ❑DO W z N oc" z W NN z p Q Q V r N M N z -0, T C/7 LL U � w g Cdi y U 1�� J t _ e U o C Q �14 eoN O CD co Z coz � Z coo J � =o >� a E �� <� O Z® w i 0 a g r6 M0 U0 zDu 0. <1¢ W� O E o d z CN wo � <om� o z (b oZ. >Z to J < 0 20 56 N 2 § -z W0_3 wN U oLL 3 o w` >O co a V zaT0.§ C O i O 4) 0' M ..L O N iT f0 m ^' 0 W L d. to N U T .2 O O .O o Lo N Q N r 1"� E N z m 0 v; N z E N a 0 ° 10 a o JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. S5 HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ z w `.BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L� 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(::L SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. mo 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 0 n V-1 C'l N L_� - CC - U f eo = LL1 O t �qti 1;0 i I I1 i11�1'01\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n W E o �8 -,' ��♦♦ o (0 V N �"�37 uj W G W J xt LL W M � LL w a QNMC rn to JwLL33 °.w� Z @arn Z° L f0 13 F co us 0@Nco O Z Co No Wa0 _ N Cl) Z W rn p z ❑DO W z N oc" z W NN z p Q Q V r N M N z -0, T C/7 LL U � w g Cdi y U 1�� J t _ e U o C Q �14 eoN O CD co Z coz � Z coo J � =o >� a E �� <� O Z® w i 0 a g r6 M0 U0 zDu 0. <1¢ W� O E o d z CN wo � <om� o z (b oZ. >Z to J < 0 20 56 N 2 § -z W0_3 wN U oLL 3 o w` >O co a V zaT0.§ C O i O 4) 0' M ..L O N iT f0 m ^' 0 W L d. to N U T .2 O O .O o Lo N Q N r 1"� E N z m 0 v; N z E N a 0 ° 10 a o JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. S5 0+ 3 -o Of W I C> 0 i s m d- r 0 CV 0 0 .a O 0 I - CV C) I 1 0 (10 i YC', L 3 0 i d E 1.2 Cn E co 2 / Lz E2 Umoo+ v 0 0 vl O L) U a) -a a / U ri v z y 0 i ,o U 0 a� LZ N 0 N\ cV i 0 d CV C) CV N 0 0 Q m 0 (n ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I 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) 1 Od @ 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 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU 07 AREAS. FLOOR SYSTEM ER PLAN 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 E �� ° a. ° ,A ad M I _ II I=111=III=L III 6x6 W 1.4xW 1.4 I11=III-1—I 11=I I I a ° WWF OR FIBERMESHI I �� IIIII I IIIII IIIII I I I II III —III —III III 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 - [RSH1- ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO W Uj 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. —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR 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) Cl) v 4'W" INSPECTION PORT AT w CL EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH v 410 6" BELOW GRADE GRADE 00 't I I " IIIIII, ;'I I �' III" \—STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1 1'-8" TYP 2—STORY WALL SECTION .1 REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" NAILS TO STUC 2nd FLOOR BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °O SEE FRAMING WEEP SCREED o z_ PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF 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 TRUSEE FLOOR CONNECTION 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 LL LL INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8) 1 Odxl 1/2" C NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6") 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 iF ifl[ Kr —A ° —I 11, r rl ICI I ill I I I I I ITILI 1— CON 8' 1'-8" I 8 CHAIR W/ 3" R W/ MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSURE SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D n SECTION X-X IF W NOT FULL HEIGHT SHEET C U) Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F FF SHEATHING w 2 SOLID 2x C BLOCKING CO) ALL :5 C SHEATHING O EDGES(SEE OPENING SECTION X-X aU C x w x E r- 2xSTUDS w BEYOND. SEE PLAN o O �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL SPACING S 3/4" S 112" 1/2" Ilk S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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 wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTI('A�y SECTION X-X T�7 SFFA D0� ,H 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 Ye" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END Ow JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANY,". U) ? OA NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL u- _ © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O ¢ OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u=i OSTAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL wui O O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER } a r O U a MF-00(n w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 O� � 'aLL ¢ @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 9 N w O LL O~ MEMBER IF GABLE END W 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 ;4i 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE NiFR�0R �G SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 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 j `r WWF OR FIBERMESH C= f a. '.d a .. q d ° Cl)A. 711 I —I — I I e° a d. IIIII IIIIIIIII 9 a (3) # 5 REBAR ON 3" CHAIR I 4' I I 1 --8" I —I , � n W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (g) (2) (2) (1) LSTA30 9'-16' 1 (3) (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16' 0/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. 00 FINISH GRADE — 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. u m C-4 _r_— O r J J. i ni � -�D LLl To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W C3 QCo:) O 8 N pp # Q LL N O' m = � co in it LL W Q rn r- r LL ui d CL m u- a L LL 0 z Ot 0o �aQ� o ~ w N cp 0� O W ��Q\jO' a a Z LL coNZ 0 Jar N it a- C1 O U V_i U) Z ❑ ❑ ❑ W z N offa7 Z n o v (nv)0 � a z Q 1lo T LL w � U 0 w g NMA ) c w �N U — — o� LL' J p U all . L c 0 Q � Q 0 sm o 1w ¢ Z co M m o3 a U c sg a � ZB E E oa Lp coo dOa�o z� 1U 01 or zC w om,ZaacoL rZzz' <pm Z. 3:W d w LL 5�03:aa a OF o� ¢a x 00 �o cD V 50 a 3 0 2 0 = a� CO O ui m T L N Y T a- ' ) U o co *_j r O Lo C)C:) N Lo N Q � r T ui wqllt N ri N o Z m z £ N CID @ a E v U 15 ¢ o C JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. S6 (MONO) ICII --III 3 tY W I 0 i m N v N 0 J n N 0 N v (10 Cr r 3 tR Q N 0 i d E ayi E O s O 9 N E2 U v U .o U i z I 3 i c 0 •V J t N N N cm 0 a N (::I C N im m v SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 0, VVIALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 0 3YP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL —2x6 SYP ALIGN THIS STUD WITH FACE OF 2ND RISER `- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ \ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) I E W "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER 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 STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 CJ ROVIgMOISTURE/PROTATTACH ALL COMPONENOF STAIR TO CONC. W/I2 J" TAPCONS @ MAX. 32 —ATTACH ALL COMPONENTS \ 1x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / G. --- SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER / TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT r STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (14) 0d (SIMPSON14)10d MTS12 w/ x 1 1/2" NAILS) D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS \ CTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" STRINGER A •2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE STRINGER CONTACT POINTS E I `f2x8 SYP DRYWALL STOP MUST IL/ NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS X GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING E SECTION VIEW SCALE: i" = 1'-0" -3/4 PLYWC ON DECK —2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C , NOTE: 2x8 DRYWALL STOP NOTSHOWN J STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — GIFLOORRDER, TRUSS OR CONE. E BOTT OS7 GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT F-1 -(2) LAYER y" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 t'X16" LVL FROM JOIST TO JOIST. USE 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" = V-0" F SECTION VIEW SCALE: i" = 1'-0" BLOCKING SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO VVALL BELOW :L POST LET INTO ILOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" (ft S= O C)Cj " X c.--D c� c14 `N l� J 6--�- C o > > W Y ` S „i r, r- LO, i it To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H Q o O M U Q 6 SO- u; LL W fA N CIO ter=� -' W a m v� LL a Y y J LLl U1 (n W u a = J a O tmIt 0� r f o O u� N O W 0 rn m m Z ILW OD 0 0, 0 N Cl)Z �rn0 ZO U U _j (n W o00 z N M 8 z rQ � a N N C7 z � A(v w U —� O w $ N � � U J E if•,. U o • N C" sm r` o Cfl J Z coo3 a U_ Q E � �o �0 w > Z p z ® ❑a E <o w� Z CU O E N x1 ¢Q a0 �O ¢ 0az � � w o ao m� rp C ^ � z x U �m o O z Z � N J WU Qw zz �, � Q°° o ¢ Zo a U ;z3 w� �w W� ) Q� aQ 3 �o JC o CD>a co�zla o 3 0 c Q M I..L O rn 2 0 L to N T I..L U) m 0 N M N O NLo Q � T T ui m w N N o Z z E N a E U v? c JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. ST - - I I I I - I III- I I'I w A N m r N 0 J 0 N 0 I N 0 o- 0 rn 0 a cl C Q- s d E O O C J 5) r 0 Z C U .o i U z I Y i c 0 0 0 J tz cl M M °g 0 0 a N M 0 Z 0 w m 0 DOOR JAMB (REFER 1x4tE/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT DOOR JAMB (REFER14"2X8 x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CON APPROVAL FOR CONN. 1x4 P.T. r 1 X 4 E FURRING 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG TAPCONS L FURRING (2) ROWS 3/16" x 3-1/2 TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/M.1X8 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH �� 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 ❑ TAPCON @ 16" O.C. & L IST END w/ MIN. 2" EDGE D. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 2'-0- 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT, BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS SECTION A -A 8„ 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INTO K.) 2'-0" 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7116 OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL KK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLSJr--]1L17Lj11 #5 REB, (TYP,) STD, 90' HOOK (1 UL.71 +5,k NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Yz" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) — 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MAT(-_H TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4'h" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS -,) 1___ FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION 41% DO NOT DO THIS \R ` E/1 THE S ' v FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW I #5 REBAR (TYP) 41100 0*0 s `STD. 90° HOOK (TYP) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE - ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 �;:nTn 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: / - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN / - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT Sr 01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER / THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / 2 X 4 #2 SYP SCAB TO SIDE OF ?X0 �F/3ha� _ TRUSS SHOWN O DOUBLE 2x4SCA6 FOR 2' -6" TO 4'-0" O.H. GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR, B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING.PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'-0" • OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ _ D J. -I_COVER * PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL' �r ° F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOTI GRADE D FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP D, prr- G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: co D 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. f g TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (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 " MIN. (1 STORY) (3) #5 REBAR. (2-STORY 16 ) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. + + CENOrH + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL—/ SCHED. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\� + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL �// SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS GFF SHFFT n,) Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 31Y - , r Z 0 U) 0 Lu H U U) ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP I, SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD FILL 1st 4 COURSES SOLID W/GROUT a. a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •' a' OVERHAN a. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51-011 Ad -,FINISH FLO >• � ° ► ; #5 BAR XX "A' D ° ° CENTERED W/ g 6 . ;' ° • . 9 H IN TOP b • KNOCKOUT /cv ° CHAIR BLOCK MONO FOOTING ' SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL :> s. ° s DIRT d z STANDARD o 9Y HOOK Zv #5 BAR IN FILLED CELL - - '116, L , Ls — STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = 1'-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I_EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL o 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 0 N C j ru J 5 .Q C: (I ._r1 0 "O LLl 'F'> FFSSIO�� 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. F CD of O C cD Ie�p # 0LL N p C1J L—'L. to v a Y Q 0 rNi JLLLL a�� 0 Z 0 LLJ U) ' Z LLW CP co No Wa0 N co Z U cUn = O 3 W ❑❑❑ V M � Z N M a z z o g Q N E3 � — M z LL a-J ca � N �N w o c N w � — E c� o c U) Q o w Mya M o1 z Q E zo > a� Q o 1= V14 w° <o =® oa wtt N ns �, O OQ ZE O N t d z <p 0 <o a Z ¢w a m0 o Iz Z � C, �m W U) J < z Q� a N W W T � U wLL Q g oF5 F r 3 o w �r co a v zla 0 3 0 CD = co N � t— T U 0 N a)� O CDLo N Q M T ca c M Z z E N m a E ci _j o Q o JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. SS I I I I �I IA t 1 II II- I VV/ z-- I vu `W LPAIJI I I FAUN..; vY LU CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. (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 2x8 BLOCKING NAILED @ INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH 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. �C 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. A I CHORD AT ALL . HAND FRAMED AREAS TYP. �L WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN �' li ........ +a 1 EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE ' 2 PORCH SILL 15 SCALE: N.T.S. DIAGONAL - 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 —9 BEARING SUPPORT 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. N TRUSS USSES (2) 12D NAILS --- AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z 0 Q W w w w U) SCALE: N.T.S. 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 _ X SLAB 1 1/2" ROOF SYSTEM 4 (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" RADE SHEAR TRANSFER • r EXTERIOR. WALL �7 SCALE: N.T.S. ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY �TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BILK HGT. #5 REBAR CONT. @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND q8"SLAB 1 1/2" SLAB PORCH SLAB SEELEVEL FOUNDATION PLAN RADE (2) #5's CONT. T&B �, z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" • MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH AAK- ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER " L KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 _ w/ (12) 10d NAILS L.SEE PLAN I. INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES w/ w/ (1) #5 CON I I REQ'D @ MID I I I ASONRY T. ABOVE MASONRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5— FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY — 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d I NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR V CONNECTIONS V INFO. A -A ALTERNATE BLOCKING FOR CANT SIMPSONHUC410w/(14) - CENTERED AT 16d INTO HEADER & (6) � . SPLIT TO TIE TRUSS/ � 16d INTO BEAM - SEE L- DETAIL ROOF PLAN FOR MORE INTERIOR BEARING BEAMS TOGETHER - - -- -- -- - TOP WALL INFO EE PLAN SCALE: N.T.S. SEE FLOOR PLAN FOR %2' CDX PLYWOOD OR Y/6" O.S.B. (, MIN. (2) 2x8 #2 SYP PROVIDE BLOCKING AT ALL TRUSS BEARING COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS SUPPORT WHERE TRUSS DEPTH EXCEEDS FOR COLUMN SIZE INDICATED ON BM. ABOVE W/ 8d NAILS @ 4" O.C. IN STANDARD HEEL HEIGHT Q AnnlrinnlAl IKIPn ct-ucnr rr c,r�1 ner 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 U PORCH SLAB SEE a N FOUNDATION PLAN w Z (2) #5's CONT. T&B w/ #3 STIRRUPS AT z 4'-0" WHEN DEPTH , EXCEEDS 30" LOWER OR GARAGE SLAB V-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FJ A_^ r-ICLU, CUUCO Or DUUINUMMICO ��. OR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A OPTION B CONNECTION INFO OPTION C 2x4 #2 SPF STUDS INDICATED ON BM. T SCHEDULE/PLAN 12" O.C. W/ USP SP22 @BASE & SPT24 @ TOP EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER 2x4 #2 SYP P.T. PLATE W/ 2x4 STUDS w/ SIMPSON SEE ROOF PLAN SCALE: N.T.S. 5 " NAILING SCHEDULE FOR BEAM SIZE & v /a EPDXY ANCHOR OR SP1 W/ (1 O) 1 Od NAILS CONNECTION INFO. BM. SPLICE OVER J-BOLT OR %2' TITEN HD AT BASE SEE J/S6 FOR FCENTER OF POST 2", ANCHOR @ 24" O.C. W/ MORE INFO. A A SEE PLAN MAX. SEE PLAN FOR 24" STEPS F AM MIN 6" EMBEDMENT TOP Ox • x a e a x < . �� %( - 2x4 BASE PLATE W/ SEE PLAN FOR OPT. '- SIMPSON LSTA30 w/ STAIR INFO. IF °a C (22) 10d NAILS OR CONCRETE STAIRS MAIN HOUSE FORMED POURED SIMPSON MTS12w/ ° n o d - (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) SIMPSON (2) W/ (1) #5 EACH STEP SLAB TO FLOOR GIRDER 10d NAILS TYP. U.N.O. SEE PLAN FOR HTS20 w/ (14) ° a BELOW @ 16" O.C. CANT. IF 10d NAILS e � (2) #5's CONT. T&B SEE FLOOR PLAN FOR INDICATED TYP. U.N.O. w/ #3 STIRRUPS AT ° COLUMN SIZE & 4-0, n WHEN DEPTH < ADDITIONAL INFO. - ` a a. e T.. 8' EXCEEDS 30" (WOOD COLUMN SHOWN) a ZV Z o MIDDLE GARAGE OR 16" FLOOR SYSTEM FLOOR GIRDER LOWER SLAB SEE PLAN FOR SEE PLAN FOR SEE PLAN DIRECTION CONNECTION CORNER SEE FOUNDATION 1'-4" SECTION a@ FLOOR 5" PLAN FOR MORE INFO CONNECTION r22� SCALE: N.T.S. COMMON BM. ATTACHMENT 18 SECTION GARAGE MONO,,( �21 SCALE: N.T.S. SCALE: N.T.S. 1\'j N CJ t KJ x M- a 0, L -(a a .n O 0 U LLI J ✓ CS ��CS ^ ✓ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N n � a of Con o (h $ N n # N W LL 0 00 Du w Q aiM� 333 a Y a 0. 3 0 O0 r o W �Nco �o O � W_ in ��O_jO' d a IL CO N O in G M Z (: N o U U J N z W 00O 0 o� z z o � Q n cNi V) z a � o v n3 w U 0 w s Ly N Jim �Q ° U o c N N 0 sm CO o z � J N E o E �o z <R Z Z C3 o I�-z < o U o az 04 @ a; � <o �z rz z x Is O zz zN - N J 0 Q w N N ,b ¢ oa zz 50 n3 a 0 W W o& a LL J z F 'IF O OO co I zl< a ° 3 0 c O Z > ('� O m co � N Cr Y T � m ~ �-'+ � Q I� I� N d-) N Lo CN r T ai m CCV vi N o Z Z E CV a E o U J Q p J JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. D1 (MONO) I --_ it I II 1 1 (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 FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN A 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. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS P 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. .� 2 x 4 #2 SPF STUDS C AT 16 O.C. U.N.O. OD SIMPSON SP1 w/ (10 ) 10d NAILS (2) 2x HEADER G SEE PLAN .1 E 5/8" A.B. @ 24" O.C. AND 6" FROM O 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 C H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 __.KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) -2x4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS III AND MULTIPLE STUD PACKS j LU .i B O INTERIOR HEADER 2 x 4 #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS E F I I Typ SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" SEE FOUND. PLAN FOR FTG. REQ. 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 rrj ATTACHED PER NAILING SCHEDULE 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 ��" l FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. a� 2nd FLOOR W/ HIGH BM 9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL AO BELOW AND ALT. BLOCKING INFO 0 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE U 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 ND OF HEADER SEE Q/S4 FOR END (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 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. a@ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. 0 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 OVERTOP 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 (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 x \ FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. a@ 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 I I I f NAILING AREA (TYP.) I (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ T = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. a@ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ • 3" O/C �02 CgT�.4 kg To A (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" 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 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 INSTALLED AT EA. END _MIN (3) 2x #2 SPF STUDS @ END OF 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 8/D-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 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT% DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 1 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. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE 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 4- 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 7 (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (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. r—TOP SPLICE 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. ALT. HEADER ANCHOR 8 SCALE: N.T.S. O LU I I! flJJ1JJ��i \011t11111 NN gR 01NN J N �P0`L�• �,�, 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 Engineers signature and seal. W n H of C� Q O cM N r # O N J V N o c' co y ik F W t o U- w a a g: `� � n Ju LL 0 Z 2M O: M N (O 0 J W Nmrn Ci a Z NO M z tr rn p ILN Q U � OU Z W ❑Q❑ Z My i, o � 2 � a U) z 0 a � LL � w U O w o N �V) w J I = w � Uo N e� o w CO M w ¢ Z Q C' E O w =o �� w0 f > Q � z® oa E Ca Z H n7 CL o E o � x� o t<Z �� 1z woz N o ¢ a -,xzz -,'2 o U) J <w E N m o Z Z 3z CL aZ N W W > A > V wLL � Q¢ F F ll o w x3 ;o O V" oir ZQ d� o- U3 0 C:) = E > CM Om N T 'Cr U m � O O o N Lo N Q r ui m N � N o Z z W E N a E v a o JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. D2 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS SECURE WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 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 p g p p BARRIER TAPE EXTERIOR \ WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (0.6 Cm : 30.5 Cm) include flashing as described in Section R703.4. a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND NnNDOW) WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water IASSEMBLEO 2 NAIL BRAND OR EQUAL WEATHER O CEMT. FIN. within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of �- PROOF CAULKING O draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE z BARRIER SEAL TOPS OF JOISTS 1 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 other UNDER DECKING SUBFLOOR (SEE DETAIL WP07) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, PP PP 9 p PP Y SELF ADHERED FLASHING 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 HEAD FLASHING TIE-IN INSTRUXl felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 1. Cut, fold up &temporarily securere weather RIM JOIST appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Self -adhered flashing plus head flashing under 1 weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 1 2V Q 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 p q Y p P 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. FLANGED WINDOW SELF -ADHERED FLASHING Scale: NTSlit SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ , Exception: Where EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING ,1 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the EXTREME REFER TO TECHNICAL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1 SEALANT AT SELF -ADHERED FLASHING) SELF -ADHERED FLASHING, _ �o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOW BUCKTO EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF '' MASONRY WINDOW BUCK BOTTOM VERTICALLYFROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings SEALANT JOINT THRESHOLD , ^ shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF IN s a WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) �J AND EXTEND TO WINDOW FRAME 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall g MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door be installed in the 6) TOOLED SEALANT REQUIREMENTS openings shall accordance with one or more of BEAD BRIDGING 2 following: CLADDING AND WINDOW FRAME 2 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashingInstructions or forapplications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing Instructions or details are g 9 AROUND, INCLUDING SILL. DO NOT FLASH OVER O SEAL TOPS OF JOISTS 1 UNDER DECKING 6 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 subsequent BOTTOM NAILING 8 (SEE DETAIL WP07) 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING ■ ' SELF -ADHERED FLASHING ■ ' SELF -ADHERED FLASHING ■ ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 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. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. - 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SEWRAP FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOU PATCHSELF-ADHERED STRUCTALATH TWIN TRACK 2.5 Stucco SIN FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4"CEMENT PLASTER ° ° ° q 12 MIL (min) DRYLOK EXTREME ° 1 APPROVED FLASHING TAPE BLE /�21, ° ° 7/8" Cement Plaster "V" SEALANT SOCKET WITH T ° a TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° Foundation Wall ° in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING ° ASTMC926 in accordance with SELF -ADHERED FLASHING 1 ° o d ASTMC926 2 Felt backed metal 3" MIN y r lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC1063 Q 5 ,� Building Paper � � Building Paper 7/16" O.S.B. ,%,�' ' sheathing O.S.B. shea_02 , : Metal sheathing SCS 06WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ■ ' SELF -ADHERED FLASHING ■ ' ■ • FOUNDATION WEEP SCREED , EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL % < )stalled As Per Manufact. Specs. PRODUCTS DETAILS TILE FINISH STRIP OF SAF � LEGEND SELF ADHERED FLASHING (SAF) � � Maintain Stampede or similar Bottom Of cauk bottom Q DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT % Weep Screed joint only y WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2 DUROCK Lu > l/ BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER- - BOND BREAK WRB l SELF FURRING (SF) LATH �� �; A,� „ „ 1 1/2 t0 2 Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) a I PLASTER ACCESSORY Sheathing Installed As Per 0SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS \\fit\LZ X Manufact. Specs. 1'-4" PER PLAN Detail Instructions Refer to the number marked as O in each detail that corresponds to the J* 10 1'-0" PER PLAN / \ I j WRAP DP WRB ONTO THE VERTICAL \ SURFACE TO TOP OF 1/2" Cementitious Cement Plaster Decorative Finish numbered items in the list of instructions below: ` % `; FLANGE As AN AIR in accordance l BARRIER > with ASTMC926 0 0. • o,® All inside and 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding SLOPE 8" CMU f - I <, 3-1/2" INCH FLANGE ®,o,o•• over wood 2nd ,o • outside corner will floor ''°�' O'o,o, need to be miter laps 4" OR 8"CMU - ° ° - - I ' ° ,o cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) z z ��,��� �%`��� �� "�✓`� � �.� � �^�/ � STRUCTURAL FRFRAMING� ' °•o,• •,o• ' °•o, ' butt joints need to Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT a ,8•0 using becaul4. embedded in the adhesive layer) - for ease of installation and to a 11 ,:.�, ; STRUCTURAL SHEATHING Stampede Stampede or sim. minimize scoring cuts _ °Er ° Lu w d 11 PLASTER STOP THIS GAP IS A RESULT OF I NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and a a rn _ U) DO NOT SEAL. CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" ° Lu ROD & SEALANT DRIP SCREED PLASTIC 011 Minimum) SLOPED MUD BED ° Lu _ Cr01 ACCESSORY I BOND BREAK WRB 6. Fold as shown by arrows ° ° a w SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to cwn III, fit tight to corner VINYL SHOWER PAN �j a ° a° A III Note: 8. Mechanically fasten as necessary SL OPE H - - - - - - - -� IS The building paper and metal lath must be _ d ° Cement installed over the top of the weep screed. ° PLASTER STOP Plaster ° A CONTINUOUS BACKER ROD over block ° G & SEALANT 1 st floor ° CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ SOFFIT/CANTILEVER ■ SCALE: NOT TO SCALE c O N '_ �•� C'J t �J L N Jy 4 1 r- t/z � v> Q N v fR�'q �V C) -, w A Q 3 J) O rt? L > > __:L 102 W CV CV 0 CV N N CV 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CD LU QC7 v E n MO 8 N r- ik IMO 0) G J LL �' °D " 0 M S n ao xt a- a �N0 LL a Y Q JELL a Lu 3: Z to L f0 I N (O a' 0 J W 0LU ¢ ¢ < Z LL Co o a 0 N Chi Z a Lo O U U) Z o0 to 0❑El N M 0 zCD zz o� U Q ?� a CN N N z0v 0 o 4 (� w � U O N w o wla U LL m ® U o Y O] N O. o CC) w Cl) �3 Z J Q E o in ¢ oo wi <z z® ❑a I- 6 M O �Z U0 oz Z o N h a= 0 aowzi a wz ¢ L C/3 U m OZ Z Z¢ N Nm <w O m i m gO C1 3 oa a- W U � ira 0 F Z yT <a 3 o ;o Mill=_ V Z a C lO 0 i > CM 0 V m co (a N ') ~ +m Q � O O �' Lo r N Q T ui cc N N 0 Z z :3 E N � C m a E U � Q p _J JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. WP1 - HURR/C,4NE Mounting Bracklltts (10 Gaugel 4V2"x41,,2 x2-12" See Anchor Schedule Botts 112" Dia. A325 Galv. ITYP,) o t 1 a 1 ' N I4 Self -[killing Screws A/C UNI. BottDri Edge Hurricane Strap (Tynicak 3 in front) Front Cross Support (May be cut to W) Left Bracket 06 Ga urge) a 14 Self-Oriling Screws Thru Brackets 8 Back Cross Support Into A/C Una Bottom Side (Typical: 3 each side for hurricane use) Washers / Self -Locking Nuts Sp,udis rnalallat tut arutzuazirns ors Is7rrvulrnl reds h Hutrrcarc.Aar Rins < md Rallied salt l7anvle� avaHaLlr peep tetteau f r tit lies, aid sip*) Sack Cross Support (May be cut to W) Right Bracket ( l6 Gauge) Flonde Department of Business & Professional Regulation Pelletal Building Codes and Standards 121101m, Product Approval Application Detail Lntav or RIM, Sim Date Perrdrm Rgt TIM VersionManufacturer co";gt lndneef&Llcrroe Validated BY ValtlNed f& FBC Aoororal Approved 321ytltg Arri mtbn 2020 Smart Vent Products, Inc. Mantel Grebam HemrssF Norco PE Locke So'rdi n P.E 12H62020 IvienD20 122e2020 Approved Caegory: &=last Canpments (677) 441.83U PE-73778 (334) 30D-1800 SWICategery: PrOduds introduced as a Result of Info@smm�venl.cam Nei Teehr, obgy Cortyli"es Mth eod: E.eluatm Report Jima Florida Regisered Archnect ora Ucensed Florida Prdesslonal Engineer FW511IZZ4121lmBuefs Quality Assurance ADhroWdror Use ADcroYed for Use Writer dealer awl in HVHZ Duped. HVHZ Reajness Freswn 1 9martVerrt Model 91540.510 Dual Funoum Flood and Ver0.fi. Vent 12/3/2023 Yes Yes NM v100%too 2 SmaHVerl Modal #154D511 Dual F-tion Flood and Ventratim Vent 12/312023 Yes Yes N/A •10Df 100 3 lm SrtVent Model#1540520 In&ted Flood Vent 12131/2023 Yes Yes NIA :t(X, ID0 4 Srft Vam Modela1540.521 2dined Flood Vent 12r312023 Yea Yn NA.100/-100 5 SmadVent Model 01540324 16&mot; Garage Door Food Vent 12/31/2023 Yes Yes NA WA 6 Sms'Vent Model 01540-570 Wood Well insulated Flood Vent t2n12o23 Yes Yes NIA •100F 100 Bm.rtV-t Model #1540.574 14.5&qua: Gunge Door Flood Vent 121312023 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dail Pore 1 er 1 In4/2021 Segfft altlty or late tilt Dale Perretrlo gag ],G2111 V"- Mealltaurr Craned Endnw a Umnsa validated av ValldBag. Fad And -al g �t vi Resion 2020 Drexel Metals Inc. Jason Shuman, Zachary R. Pnest Locke BOWN PE. OSMOIA20 DaMSM20 08202020 IDil W2020 Aoorved Category: Rooting i502;h 303-1511 PE-74021 (3341300-1830 aWCategory: Metal Rooting Isnumote0dre runs com ConpWnce Method: Evakiallon Report from e Florida Registered Arthled or a Lcensed Friends Engreer FLIFINVIAll Predruke Sw tl Product Model Number or lams Produd Description Qualty Assurame eorutrad lxptrallgl Dale Approved for Use Approved for Usk pgga i De" In HVKZ Outside HVr¢ Resistant pleasure 1 Drexel Morel R0o0ng Slstems DNC 1DONS, DMC 15066, DMD 175S, DMC 20DS, 12131RO25 Yes No NIA +o/-la0 DMC 5V Florida Department of Business & Professional Regulation Paw 2d4 Building Codes and Standards 1r152022 Product Approval Application Detail ya 1 w F 1r so-ti yam " yx eh g Entity or 7j�tQ �•g� Date Partied T�s Version Manufacturer Contact Engineer& License validated BY Validated Submitted FEIC Approval Approved Status Revision 2020 Therms-Tru Corporation Steve Jasperson Lyndon F. Schmldt, P.E. Ryon d King, P.E. 04f152021 12131 f2020 04122r1021 051082021 Approved Category: Exterior Doors (8()O) 643-7628 PE-43403 (61S) 767-66W SubCategory: Swinging Exterior Door Asseri-brres josperson@lhern-etru.co Compliance Method: Evaluation Report from a m Florida Registered Architect or a Licensed Florida Professional EngYleer FL02046e-118 Products Quality Assurance ApproVIlifor Usa Approw otrar Use ImDM} Design Product Mptlel. Number or Name Product Description Centred ExeVatlan Wte In HVHZ Outside HVHZ Resistant Pressure t a. Therms-Tru Fiber -Classic and Smooth Star Nominal 88#39;8 46quo4mpact8quot, Opaque 1213 I= No Yes Yes NIA Composite Edge Fiberglass Sigle Door (I nsWng/Outswig; X ealfguradon) 2 ml b. Thea-Tru Fiber.Claseic and Smoah-Star Nominal 6&p39;88quai npact8,quot, Opaque 12f312DZ No Yes Yee WA Composite Edge Fiberglass Single Door vvrth Weil Wti) (I nawi rglOutsw rig; XO, OX or OXO nfgo unn nsj 3 c. Therma-Tru Fiber- Classic and Smooth -Star Nominal 69#39,8 &quotlnpatt&quot. Opaque 1231I2022 Pro Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelites a nswirg/Outsvmg: XXor OXXO configurations) d d. Therms-Tru Fiber -Classic and Smooth -Star 1 Nominal 880390 8 uotl ct& ua- Opaque 12r3 12022 No Yes Yes WA Composite Edge F6ergl�s Single Door I nsW uts : X cacti Oration Nominall88&p3eO 5 e. Thera•Tru Fioer•Classic and Smooth -Star 8qualm i ict&quot; Opaque 12r312022 No Yes Yes WA Composite Edge Fiberglass Single Door with &"it.(.) (Inawng/Outaw g._ XO.. OXw OXO configuratons) 6 f, Thermo-Tru Fiber-Classicand Smooth -Star Nominal 8&#3e0 &qualmpactsquot; Opaque 121`31/2022 No Yes Yes N/A Composite Edge Fiberglass Double Door with or without SldelHes llmaving/OuLSWIng; XX or OXXO configurations) 7 g. Thera-Tru Fiber -Classic and Smooth -Star Nominal 6&#W;8 &qua;lmpact&gwt; Glazed 12/31/2022 No Yes Yes WA Composite Edge Fiberglass Single Door (in sv in970ullin ing Xoonfigur-aton) 8 h. Thamni Fiber -Classic and Smooth -Star Nominal 6&039;8 &quot,lnlpact8quet Glazed 12131/2022 Me Yes Yes WA Composite Edge Fiberglass Sirgte Door imth adelte(s) pn"nWOutsiiing; XO, OXor OXO configurations) 9 1 Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;88quotl rtpact8quet Glazed 1213112022 No Yes Yes NIA Composite Edge Fiberglass Double Dar W th or vnthout SMelites (Irrswing/Outswing: XXor OXXO conflguratons) t0 j. Therma-Tru Fiber -Classic and Smooth -Star Nominal S&#39;0 lfquotlmpact&gWt; Glazed 12131=2 NO Yes Yes WA Composite Edge Fiberglass Single Door (ln-rg/Ouk.%: X mnfiguraton) 11 k. Therma-Tru Fiber -Classic and Smoom-Star Nominal 8&039,08qua1 pact&gwt, Glazed 12131r2022 No Yes Yes NIA Composite Edge Fiberglass Single Door.11h Shdel te(s) (InaW ngAMaW ng; XO, OX. OXO configurations) 12 I. Therma-I'm Fiber -Classic and Smooth -Star Nominal 9803gi0 &qualmoatt&quot Glazed 12r3lr2C22 No Yea Yes NIA Composite Edge Fiberglass Double Door Wth or without Sidelites 0%v irg/Outavving: XX or OXXO configurations) 13 m Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 8quotlnpact&quot Glazed Molded 121312022 NO Yea Yes WA Open Composite Edge Fiberglass Single Door III nswing/Outswrig; Xcwdiguratim) 14 n. Therma-Tru Fiber.classic and Smooth -Star Nominal 68:#39,8 2lqualmpact8qua; Glazed Molded 12/31r2022 NO Yes Yes WA O n Composite E e Flbe lase Single Door Wth Pa Po tl9 9 9 laz Ided 0 n Sidell s Inswl un,W G ed Mo ore [e() ( rg70 rg, X0. OX w OXO oonigu rattans) 15 Titer Tr Fiber-Classte and Smooth -Blear o rpm- u Nominal 6&039',8 u0tl sic not Glazed Molded 12l312022 m 8q nip No Yes Yes NIA Open Composite Ergo Fiberglass Double Doorwith or without Glazed Molded Open Sidelites (Insvwrig/Outsvmg; XX or OXXO configurations) 16 p. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 89038,8 &quotlrrpacr&qua; Opaque 12(3172022 No Yea Yes WA Composite Edge Fiberglasa Single Door with Molded Open Sidelits(s) (Inwng/Outswing: XO, OX or OXO configurations) 17 q. TheraTru Fiber -Classic and Smooth -Star Nominal 69011 &quoklmpact&quot Opaque 12/312022 No Yes Yes WA Composite Edge Fiberglass Double Door Wth or without Glazed Molded Open Sidelines (insWrg/Outs,ving XX or OXXO rxmfiguratins) Florida Department of Business & Professional Regulation BuildingCodes and Standards Product Approval Application Detail Pegs 1 d 1 1M2021 - pre �� ,z„fx "��,-,;�a S -- 2"-%�'-" -, �u 7 ✓� *u .,?'� � .,ea."=fir �'�` � "�.. I°' 3:-"T `7�:`. 9M EmiN M 291 211 Data Reridi Bits IYiffi f!gffion Manufacturer Caixd bp#ree a License Valldated By WdY YId �m F9C submitted Awroval analgytet e Revision 2020 PGTlndu.ri- Jens Rosovsk Metre -Dade BCCO-CER Myami-fAdo SCCO -VAL IIAS 020 ID 2020 1124/2020 Appaad Category: Ezlerior Doors (941) 486.01 ad 1786) 315-2590 9r6Calegorr. Shang E.W. Door Ase-h[ii. Irosorskimpgundustal.a. eompllaree Medsal: CamAcadon Merl, a Listing ore FLeg51 u133 Roduets (I"IN Assurance Awroved for Use dgorowd for Use g� 1 a a letearer Modal. Mauer , Mom Produa D.aedrkton iContrast Erreiretlon Data 6r HVHZ o tad. HVRz dim ilnsuu 9 900.557o (Loge Mesh. ImPaa) vinyl Sliding Gass Dew 04]142021 Yes Yea Yes WA January 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 915-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.01-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 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 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 F L15353.2 NIA 12/31/2024 PGT Series 5500 F L261.1 N/A 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/3112023 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 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NtA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NIA 6/29/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9I2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 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 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries Inc. , Truss Plates - FL2197.1 FL2197.5 N/A 12131/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail �£•�Y��'��'� �� �z>4��.���"'� ��a�r,k'£� ''�F�?+t � y"�.: "e` I' -:_:..:..��'�"n� ��'--��-:� _--•--f. .`- :---�k _..4 _ - ,_ < q,.� -� y�,,. EntM of 211111 Oate Pendino Verslo Manufacturer Contact Engineer & L2censa Vdidatecl By Validaw Submitted FBC Approval Approved e§WW Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E Ryan J. King, P.E. 07123/2020 07/122020 07129/2020 1011312020 Approved Category: ExWw Doors (800) 843-76M PE-43409 (813) 757.6556 Subcategory: Singing Ehenor Door Assemblies slasperwnathermatru co Compliance M4dhod: Evaluation Report from a m Florida Registered Architect or a Licensed Florida Ftl l Praeaslon ll Engineer lT0-R3 Products S 0 Protluet Model. Numberor Name Product DeaeNotlon ClualNv A9eu pence Apprpwtllbr Use Contract E.Di anon Dabs in HVHZ Approved frlr Use Outside HVHZ Immct Resistant ) Pressure I a.Thama-Tru Fiber -Classic and Smooth -Star Nominal e&#39;8&quotlmpaa&qua; Opaque 12131Y2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Inswng/Outs..i g; X configuration) 2 to Therma-Tru Fiber -Classic and Smooth -Star Nominal 88#39;6 itqua;lmpaatiqua Opaque 12131/2022 Yes Yes Yes WA Compote Edge Fiberglass Single Door Wth Sidelte(s) (InsvdnglOutsving; XO, OX or OXO configurations) 3 a Therma-Tru Ftser-Classic and Smooth -Star Nominal 68#39;88quot1mpact&quot Opaque 12131Y2022 Year Yes Yes WA Composite Edge Fiberglass Double Door with or Wthout SsdaRes (InsWrtg10uWMng; XX or OXXO configurations) 4 d. Therms-Tru RNW-0assic and Smooth -Star Nominal 8&rf39;0 &quotimpacaquot Opaque 12131r2022 Yes Yea Yes WA Composite Edge Fiberglass Single Door (Insving/Outawing; X configuration) 5 e. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&439;0 &quotimpa *&quilt Opaque 1273I2022 Yes Yea Yes WA Composite Edge Fiberglass Single Door with adelite(s) grlsw rig/0utewing: XO, OX or OXO configurations) 6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88#39;0 &quot;lmpact&quot; Opaque I D3112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Salelitea (lrasnrrg/outseu g: XX or OXXO configurations) 7 g. Therma-Tru Flbar-Classic and Smooth -Star Nominal 69#39; 88qua lmpect&quot Glazed 12f312022 Yes Yes Yes N/A Composite Edge Fiberglass Single Door (I nsWnglOutsvving; Xconfiguration) 8 h. Thermma-Tru Fiber -Classic and Smooth -Star Nominal e&#59:88quot:lmpaa&qua,, Glazed 1213112022 Yes Yea Yes WA Composite Edge Fiberglass Single Door with Sidelte(s) QnswinoOutswing; XO, OX or OXO configurations) 9 i Therm-Tru Fiber-Clss-ol Smooth -Star Nominal 6&#39;8 &quot:lmpact&qua Glazed 12131=2 Yes Yes Yes WA Composhe Edge Fiberglass Double Door Wth or Wthout Sidedn" (Inswing/Outsmng; XX or OXXO configurations) 10 j. Therms-Tru Fiber -Classic and Smooth -Star 11-hus188#3s,,0 &qua Impact&qua Glazed 1273t2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Inswing/Ou Wrg; X egrrtgure5onl 11 k. Thetas-Tru Floer-Classic and Smooth -Star Nominal S&M, 0 &quotlmpad&quot Glued 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Wth Sidelte(s) (InsvwrN nglOutsng; XO. OX or OXO configuretiona) 12 I. Thane-Tru Fiber-Claslec ardl Smooth -Star Nominal 8&#39;0 IlquoUmpact8,quot Glazed 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Dow with or without Stielitee (Irw4ng10utawing; XX or OXXO configurations) 13 m. Themla-Tru Floer-Claasc and Smooth -Star Nominal 6&M8 &qua;lmp2ct8i Opaque 12131 r2022 Yas Yes Yes WA Composite Edge Fiberglass Single Door Wth 8quot;Non-lmpaa&quat Sidelite(s) (I nsw rig/OutsW ng; XO, OX or OXO configurations) 14 n. Therms -Ton Rio -Classic and Smooth -Star Nominal 6&#39's &quotlmpact&qua; Opaque 121312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door vAh 8quaNlortlmpect&quot. Sidelines (Inswirg/Outswing; OXXO configuration) 15 0. Therms-Tru Fbor-Classic and Smooth -Star Nominal 6&#39;0 squotimpaa&qua; Opaque 1213112022 Yes Yea Yes WA Composite Edge Fiberglass Single Doorwlth 8quot.Non-Impacl&quot Sidelite(s) (Inswing/Outswirg; XO, OX or OXO configurations) 16 p. Therma-Tru Fitter -Classic and Smootn-Star Nominal 89#39;0 &quot,lmpect&qua Opaque 1 Ml r2O22 Yes Yes Yes WA Composite Edge Fiberglass Double Doorwth 8quallor-Impad8quot Sldelites(InaMng/OutilYi g; OXXO configuration) 17 q. Thama-Tru Fiba-Classic and Smooth -Star Nominal 6&#39;8 &quoLNon-Impacffiquot: Opaque 121312022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inswirg70utswirg; X configuration) 18 r. Ther-Tru Fiber -Classic and Smooth -Star m Nominal e&#Its8 &quo: Non-Impaa8qua; Opaque 1213172022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelte(s) insWngQutamng', XO, OX a OXO configurations) 19 s. Therma-Tru Fber-Classic and Smooth -Star Nominal 69#39,8 &quot,Non-I mpact&quot; Opaque 12/3t/2022 Yes Yea No WA Composite Edge Fiberglass Double Dow with or Without Sidelines (Inswing/OutsvWrig XX or OXXO configurations) 20 t Thama-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,0 Bquallon-Impact&qua; Opaque 1213172022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inswing/O rtswirg; X configuration) 21 u. Therma-Tru Fiber -Classic and Smooth -Star Nominal 89#30,0 &qua.Non-Impact&qum Opaque 12131/2022 Yes Yes No WA Composite Edge Fiberglass Single Door with S cale.(.) (InswinglOutawing; XO, OX or OXO confidu atlons) 22 v. Themla-Tni Fiber-Classic-ol Smeo#h Star Nominal 89439;0&quotNon-Impact&quot; Opaque 12/312022 Yes Yes No WA Composite Edge Fiberglass Double Door vim or withot Sidelites lit-ng/Outsvomg, XXor OXXO configurations) 23 W Thama-Tru Fiba-Classic and Smooth -Star Nominal UN39;8 &quotMvn-Impad&quot Glazed IV3 V2U2 Yes Yes No WA Composite Edge Fiberglass Single Door (Inswi gloutswmlg; X caniguraton) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal e&#39;8 &quallon-Irrpad8quot; Glazed IW312022 Yes Yes No WA Composite Edge Fiberglass Skgle Door with Sdelke(s) (InsWngiOulsWn_q XO, OX W OXO configurations) 25 y. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 6&039;8&quot;Ncn-Imp2ct&duct; Glazed 12131/2021 Yes Yes No WA Composite Edge Fiberglass Double Door Wth or lint out Sidelites (insrring/Outswing, XX a OXXO configurations, 26 z. Theme-Tru Fiber.Clasald-cl Smooth -Star Nominal 8&039;0&quot;Non. Impad&quot Glazed 121311= Yes Yes No WA Composite Edge Fiberglass Single Door (Ins+mrg/Outswvg: X configuration) 27 za. Thama-Tru Fber-Cheap and Smooth -Star Nominal B&#38:0&quatNon-InpactBquot Glazed 12MI2022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelke(s) (Inswing/Outsw il; XO, OXw OXC configurations) 28 zb. Therms-Tru Fiber -Classic and Smooth -Star Nominal e&#39;0 &quot;NwwlmpacAquot; Glazed 12/3112022 Yes Yes No N/A Composite Edge Rberglass Double Odor Wm or without G delite, 0neMng10Ubvnng; XXor OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fast I a 2 i 512021 C•M�:d5$ �'1�..t✓�g � ��>3Y4�u C"-"--�i�K �•��,'K�iiC`�'•�'-�'. '� "z.-��'�vt¢�_. �^S+'#.Y.. L'- `3�4�?� '�- �.laxsr -.'� { ��''r' .':..fi i-.end: qC ,.c. il{ p'4�`�'s'�5' act Enitty or, 12ffii 9?ds one, pedin o )gge Typo Vernon tf-fachmaL Caritas EndnaraLMarsa Valdared He valkimed pLbininffi FaC Awmval Revision 2020 MI Wrffoes and Doors Brent `.M' Onper Luis Roberto Ltmas Steven M. (Rich, PE 1011IMM20 iw0 020 10na2020 12P W2070 Approved CaregW. Emenor Doors (7171385-21WC PE82514 1717) 31T-8454 SubCarregorr• Sliding Exterior Door Assemblies bsbngerQmevd.com Compliance Memod Evaluadm Report tom a Florida Registered Architect ora Licensed Rorltla FU1153324g1 Pro(. wisest Engineer Finalists Quality Assurance Alprokvdfr Use Anorovod la Use i�t B9fig1 aw a Pfoduct ModN. Manb4r or Name go Cdtlraa lxoVallan Dale In HVHZ Out" NVNZ ftesletmM Pressure 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM$Go OXO 12+312024 No Yes Ne WA 145-314&quax80fiti NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SOD OX XO.)O12J312024 No Yes No N/A 964quol.808quet NOREINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUMSGD REINFORCED OXD IMI12024 No Yes No N/A 145.3i"Aiie :z35aqua'. 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 42CALUMINUMSOD REINFORCED OX. IV312024 No Yes No N/A X0. XX9%quap(96&quot 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420ALUMIr1UM SOD REINFORCED XXX 12/312024 No Yes No NIA 143&q-As5&wd' Florida Department of Buslness & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t of 2 Iff?M21 iga,og '°ten'.��`yr.i 5` ''v .. ,., --_'-`�57'r�.-�.�.:=e.3,ny ,sot x; ,r t�. { - lot Or..•,)._'sir Sglia FiNIYLpt ,QM! fait! GffiaPJDni- Bata TYpi version Manufacturer rd,dneer B Uceme Validated av validated d M Anumal rAtioreved $$Sg£ Revision 2020 wayne-Dalon,. dvlslon efo-h-d Door O.irw. Kornishn E h Jo. Scares Jeffrey Prneson, I,. AE. 1D11212020 g9292020 10232020 12h&2020 Approved Corporation (330)763-8121 PE-51737 (W4)821-5200 category: Exterior Doors dkmarCwayna-daffmc Subcategory: Sectional Exterer Door AasernWlx off Coepliance Mehod: Evaluation Report tom a Flolda Registemd Arehltect a a Licensed Florida Prot.wonel Engineer FId8248-R20 f4aducts Sw! Wodx[ Model Ntanber or Name PUXIIAt Descrlwon of 0.ssuralta Aormedfor use Awraved fit tits cogracl exdrallon Dart In HVHZ outside HVNZ Resivai Imgtgj pressure 3 80001810d8200 #1105 9&539: Ms. width. 14UN: Met height. Glazing 127312023 No Ye9 Yes •31.001-35.00 available in top or Inamledlete section 1D 800018101Ye200#1123 i6&#39 Maio width, 148#34. Max height, C#adng 12(312023 No Yea Yea .30.00)-73.50 tvallabie in lop or intemediiii 9edim. 11 600018100/8200#1124 16MG9. Mat width. 14Ws' Max height. Glazing 12/312023 No Yes Yes .34401-38.30 avelable In top or Intermedate section. Florida Department of Business & Professional Regulation Few I dI Building Codes and Standards 1f3/2021 Product A roval Application Detail Pp PPf n.,1� S-,r"�}- ru; � PS, T _car? 1��.,�'3 d_� -, _( 1ry��� t� ��,� K"zr; .)r•LY. S-- �l-S Y,��..*ii�m� �' ram-- 3 �. 445111 Emily or Daie Peldrw - pg):t^,.. am ys(2(pp Manufeaturer g�'d. EndmrBLlcarse Vaeda/ed av Validated SlAinn(gM( FEIC Ammlal tgggygg status Revision 2020 Cranes Divlsd AADG. Inc. Tom Rflttay UL LLC Troy BlsnaP, P.E. 12/102020 121O12020 12212020 Apcvwed Caegary: Exterior Dome 4641) 494-2B13 i954) 947-0880 "Category: Exterior DeorCanpolents torn.mlteye,asEahloy.co ConplMce Method Cad' iprt Mad or Listing m Fun1oa74ae Prwurza Quality Assurance Ao[eovvdfix Use Awrowd nor Use kneatJ Design Bap a lYpdua Mom. Nunhr r Norm Product oaacrfrklen Cuaraa Fvdratlpn rate In HVHZ outside HVHZ assistant pness nt 1 fA7, 707; 727, 747, 757, ?77. end 647 Single and Peks of Flush. Glazed, and Louvered single and pairs of 12r312025 Yes Yes Yes WA Doors holler metal doors. Florida Department of Business & Professional Regulation Paget d2 Building Codes and Standards hf921 Product Approval Application Detail Code salt or oee Date net. Pasdrw ott Varsim Manufatrureir ,co tsd validated a, y,M)amm sypg,gtlig FEIC A®meal A,--d status Reiviclon 2020 MI VVlndors and Dogs Brent fi Ulmer American Architectural Steven M. Unch. PE 11/17/2020 1Vl TrA20 11127r2020 AWxaed Category: Windows 1717)3W-3300 Manufacturers Association 4717)317-8454 SubCategory: Single Hung to kinperam'.t.pom MIlme Mcleod: CenlAessi Marx or LWng Q,alav Assralm Aooroved fw Use Apomvad I, Use ID)pact AMA P odua Model. Walter or Name Prddudt Wsorledon contact Exaltation Date InHv NZ outside HVHZ Realwant Promm 2 188 SH 52x72 RnPange Frame IGrSG SnOk Hung 10/082023 me Yes No +60/-60 Lemhalad Glass ^W W C I (D v Q O O .CM C13 U -a N Cn O 0 ca-2 O O cot L.L .N (n -0 O Cn L R C1♦^3 o L :c Z Z W J f1 .� O N `'CAN c ^� X J ^ LL ,7 Q J � tit �'�� -_,vim a _-- �ca o0 .r U W U) (D F- (D z W O CL 0_ L U O 0 n ' W U m O L W �r Q W ^^i11 2'-J Z Q J SHEET NO. PA 1.0 - 1 1 I !11 I I. I. ' 1__. _ L . I _ 1 LI_ Florida Department of Business & Professional Regulation Page 6 of 9 Building Codes and Standards 1012022 Product Approval Application Detail i .,, --, r-x...d„._s-•�. '. .Y ... `-- -r'- .yr i� ...+<. � '�, � ^- ST �.,.� ';i. ,.:u' ,F 'r-ra.�- � 5 - - _ - � --� - - _ _ Code EMIW or. �q � Date Pending J�fQ j =1@g Version manufacturer SNS11DHgt Entltyor&LicenseValidated By Validated Substituted FBCAoorowl Approved Status R-i.,.n 2020 Tharma-Tru Corporation Steve Jacpereon Lyndon F. Schmidt P E Ryan J. King. P.E 10107QC21 09/19=1 Ioti 32021 1211&2021 Approved Category: Exterior Doors (8D0) 8437628 PE-43409 (813) 767-6555 6ub(Category: Swaging Exterior Door Assemblies s)asperson@thermatru.co ' Compliance Method: Evaluation Report troma m i Florida Registered Architect or a Licensed Florida Professional Engineer FL02MIA7 Products set# Product Model, Number or Name Quality Assurance Approved for Use Approved for Use Product Description Contract Exc,ratlon Date rn MVMZ Outside MVHZ Impact Resistant Deshan Precaure 1 a Therms -Thu Fiber -Classic and Smooth -Star Nominal 6&#39g&gwt;Non-Impac18quot Opaque 1MI12022 No Yes No NIA Composite Edge Fiberglass Single Door itnevving/Outsvnng; X configuration) 2 b. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;68quot Non-Impact8quot Opaque 12/31/2022 No Yes No N/A Composite Edge Fiberglass Single Door with Sidelil (Inswng/Outtswng; XO, OX or OXO oonfigurascins) 3 c. Therm.-Tru Fber-Clastic and Smooth -Star Nominal 6&#39;8 &A ckt Noh4mpact&quot Opaque 12131/2022 No Yes No NIA Fiberglass Composite Edge Double Door Will a without Sidelites (InsNAnglOutiamng'. XXor OXXO configurations) 4 d Therma-Tru Filar -Classic and Srtoeth-Star Nominal 7&#39;011quot Non-Impact8quot Opaque 1231/2022 No Yes No NIA Composite Edge Fiberglass Single Door (Inaviing/OutaWng, X configuration) 5 Is Therms-Tru Flier -Classic and Smooth -Star Nominal 7&039,0 &qulotNon-Impaot&quM Opaque 12/31/2022 No Yes No N/A 6 f. Therms-Tru Fiber -Classic and Smooth -Star 7 g. Therma-Tru Fiber -Classic and Snnoth-Stu 8 h Therma-Tru Fiber -Classic and Smooth -Star 9 i. Therma-Tru Fiber -Classic and Smooth -Star 10 j. Therma-Tru Fiber.Clasucand Smooth -Star 11 k Therms-Tru Fiber-0Iesslc and SmoothSbv 12 I. Therma-Tru Fiber -Classic and Smooth -Star 13 m Therma-Tru Fiber-Claasic and Smoot> -Star 14 n. Thermo-Tru Fiber -Classic and Smooth -Star 15 0. Therma-Tru Filler -Classic and Smooth -Star 16 p. Thermal-Tru Flber-Classic and Smooth -Star 17 q. Therma-Tru Fiber -Classic and Snrooth-Star 16 r Therma-Tru Fiber-Claeak; and Shc oth-Star 19 a.Therma-Tru Flow -Classic and Smooth -Star 20 t Therma-TV Flber-Ciii sic and Srllootl-Star 21 u. Therrrla.Tru Fiber.Classic and Smooth -Star 22 v.Therma-Tru Filar -Classic and Smooth -Star 23 w Thenma-Tru Fiber-Clemlo and Smooth -Star 24 X Therma-Tru Fiher-Classic and Srtwoth-Star 25 yTherma-Tru FI-Claulc and Smooth -Star 26 z Therma-Tru Flow -Classic and Smooth -Star 27 za. Therma-Tru Flber-Classic and Smooth -Star 28 zb. Therma-Tru Flber-Cessio and Smooth -Star 29 zc. Therma-Tru Fiber -Classic arty Smooth -Star 30 zd. Therma-Tru Fiber -Classic and Smooth -Star 31 ze Therma-Tru Fiber-CA-,i and Smmm-Star Composite Edge Fiberglass Single Door with Siddit Q (Insvdng,0ulawng, XO. OX a OXO configurations) Nominal S&#3B0&quotNon-Impad&quat Opaque 1231R022 No Yes No N/A Composite Edge Fiberglass Single Door (Insveng(Outswktg: X contguranon) Nominal 8&#39;0&quotNon-Impact&gwck Opaque 1231=22 No Yes No NIA Composite Edge Fiberglass Single Door Ath Sidere(s) pnswrlglOutswng; XO, OX or OXO configurations) 9 ) Nominal 88#39;08quot;Non-Impact&quot; Opaque 12312022 No Yes No NIA Composite Edge Rberglass Double Door vAth or Willout Sdelites inaWinglouraoaing; XX or OXXO camfiguratlong) Nominal 6039;8&quot:Non-Impact8quot; Glazed 12/31/2022 No Yes No NA Composite Edge Fiberglass Single Door (Irlswngroutswig; Xconfguration) Nominal 6&938;88quotNon-Impact&quot, Glazed 123112022 No Yes No NIA Composite Edge Fiberglass Single Door vAth Sidelde(s) (lmPMh g/Outsv,mg; XO, OX a OXO configurations) Nomnal 88#39:8&qu.tNon-Impact&quo: Glazed 123112022 No Yes No NIA Composite Edge Fiberglass Dube Door wth or vulthout Sidelites (In9Mng/Outswing, XX or OXXO configurations) Nominal 7039;0&quotNon-Impsici quot Glazed 1231 M22 No Yes No NIA Orormposte Edge Fiberglass Sing le Door (Irlawlny0ubwng: XconfiguratioN Nominal 78939;C8quotNon-Impwt&quct Glazed 1231 f2022 No Yes No WA Composite Edge Fiberglass Sing le Door with Sidelra(s) Qnswng/Out"ng, XO, OXa OXO configurations) Nominal 8&039;0&quotNoh-Impad&quot Gazed 1231/2022 Nd Yes No NIA Composite Edge Flberglakes Single Door onswrigroutswng, X "figuration) Nominal 8&#39,0&quot.Non-impact&quot Glazed 123112022 No Yes No NJA Composite Edge Fiberglass Single Door wth Sidelnet(s) pns vmWOutswing: XO, OX or OXO configuration.) Nominal B&#39;0 &quotNon-Impact&quot Glued 123112022 No Yes No NIA Composite Edge Fiberglass Double Door with or without bldelites (Inswing/Outsvin0: XX or OXXO configurations) Nominal 6&#3g:8&quot:Non-Impact&quok Opaque 123112022 No Yes No NA Composite Edge s lass Single Door wkh Transom (InswnglOutswng; O/X configuration) Nomnal 89#39;8&quotNoh-Impact&quc:. Opaque 1213112022 No Yes No NA Composite Edge Fber91ase Singe Door vAh SidelNe(s) and Thancom (Insunrg/Oulssirg: O/XO., (XOX cur O10X0 ceinfigurzba..) Nominal n7&#39;89quot Nor-Impact&quot Opaque 12r3112022 No Yes NO NIA Composite Edge Fiberglass Single Door with Sidew.) (Inewrig/Outswng, XO, OX or OXO Continuous Head and Sill configuration) Nominal8&#39,0 &gtlot Non -I nlpact&quot Opaque 12/31/2022 No Yes No NJA Composite Edge Fiberglass Single Door with S cielite(s) (Ins itrwoutsw rig; XO, OX or OXO Continuous Head and Sill mrfiguratiaes) Nomina168#39;8&quot Non-Impact&quot Glazed 12131R022 No Yes NO N1A Composite Edge Fiberglass Single Doorwith Sideise(s) (I nswng101Aswng'• XO, OX or OXO Continuous F1ead and Sill configurations) Nominal 8&#39:0&quit Non-impact&quot: Glazed 12r,3112022 No Yes No N/A Composite Edge Fiberglass Single Door with S tleliha(s) (InsvAng/Outswng; XO, OX or OXO Continuous Head and Sill configurstlma) Nominal 6&#39:8&quotA-Impect&quot Opaque 12MI12022 No Yes No WA Composite Edge Fiberglass Door Panelawith Vented SWelite(s) (lnswn9/Gutswin9. XX XXX or XX.10( confgunatons) Nominal8&#39;0 &quot Non-Impact$quot Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Door Pamela with Vented Sidelte(s) (I nswngtOu iewitg, XX XXX or)=X configurations) Nomlrml68M39;88quot;Non-Inlpact8qudt Glazed 121312022 No Yes No NIA Composite Edge Fiberglass Door Panels uMod Vented Sidelite(s) (InswnglOutexing: XX )OX W XXXX configurations) NommatI88039:0&quot: Non-Irtpact&quot Glazed 123112022 No Yes No NIA Composite Edge Fiberglass Door Pgrlels vi th Vented SidelRe(a) (InswnglOutill: XX XXX or XXXX confgurabons) Nominal6&#39:8&gtmtNon-Impact&quot Glazed 1231/2022 No Yes No N/A Composite Edge Fiberglass Single Door with 38#390 ackese(s) 0rlsvv1g`O1t5wrtp; XO, OX or OXO configurations) Nomin IW3@;88quct,Non-Impact&quot Glazed 12312022 No Yes No N/A Composite Edge Fiberglass Double Door with 3&#399 Swelites (Inswng/Outswing; OXXO oo�gunton) Nominal S&#39;0&quot Non-impact&quot Glazed 1MV2022 No Yes No WA Composite Edge Fiberglass Single Door with 3&#39;0 Sidelee(s) (Inewng/Outswlrg, XO, OX a OXC configuration,) Nomnal 88#39,08quittNon-ImpactBquot Glued 121312022 No Yes No WA Composite Edge Fiberglass Double Door with 3&AW,0 Sidelites (Inswrg/OuhxMmg; OXXO corh9uneon) Nominal 7&e39o&quotNon-Impact&cwt Shaver 1213112022 No Yes No NIA Series Cpmpoane Edge Glazed Fiberglass Single Door wth or widloN 18t39;2 adelte(s) (InewingdOutswng; X, OX. XO or OXO configurations) Florida Department of Business & Professional Regulation Page 1 art Building Codes and Standards 1rr2021 Product Approval Application Detail v H� S y:. -err ) xis- ��?.� it -c 3 'H` L ,3 - r5 --P` ."s ,� _' _�S, Y Y•- - _ W y 'i'�}:, _ Y1 `err: p _ i ..Tic _ z -' . s:-' ,• ;.... .r•'. ^-.-<__'_.-a--..>•.,:+..a.,c- ._ 7-.- r.. Digs Entlir or 2111(i • 9, Data Pendrm ads Act Version Manufacturer contact 18mlnaer & Ucerue Validated By Validated aulmNted FBC Awn, Agggyed status Anertation 2020 PGTpckjw,kn Jens R- aN NAerri-Dude BCCO -CER hNeml-Dade BCCO-VAL 11N5/2020 111052020 11n V2020 Approed Category: WrIck- (941)466-0100 (786)315.2590 SubCelegory Single Hung irosprslaBppJndu krelix CompliancelMathod: Cerfilcallon Mark a LHtnp am 1`0239-tt2i Products Qudav Aaarrame A-,s,d for Usa Approved for Um trusts Dte- 3.t" Product Model. Number or Name Pro" Description QOrtfad Exdratlm Date In HVHZ Outslda HV litinsisi Pre sure 2 s14550a (Large usasi, Impact) Vvyl Single Flung wnm..•• 07/302025 Yes Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pagel art 1rr421 - �• 2 ,z -949_t _ n - •.. • n-< f(a �Data P.nding 21U TIP, Via- Manufacturer Contact Engineer IS License Validated Dv Validat d Submitted FDIC Awrwal Ass-Dregg ppr- Mirmntlon 2020 PGT Industnen Jene Rosoweki HuaM-Dada N52 BCCO-CER Naaml-Dade BCCO -VAL 1 i020 11,1)5+2020 1111112020 Apprared Cat.gory: VNndows (941) 486-0100 (786) 315.2590 Subcategory: Flyed IrosaJskIQpgllndUsuas.c Compliance Ma ukt: Cslieca6on Mark a Listing F192434121 Product:s om RI" P,,dud Moll Number pr Name OuatNv A,-,- Aoaovad far lar it Dracru ion ctaact Expiration Date In HVHZ the Amrpwd for Use Oulsitil, HVHZ 1al pill Resi tnt Pnasun 5 PW-5520,Lerge Missile Impadi 1Any/ Fixed Wgndo. 04/502025 Yes Yes Yes N/A Florida Department of Business & Profmlonal Regulation Building Codes and Standards Product Approval Application Detail Page 1 d1 118/2021 : ,r . . _ -> 41•E iRv err alit PM Data Pwkil INIt Tyra Vendon Merar/edumr Contact Enwmw&License Vdlddedaar ya!ldalad SIB FBCAmmral A,,, ad Status Radsion 2020 Janes Herdic Bulking Products. Inc. Chad Dlercks V. Andrew Tan John Southard, P.E. OIMS12021 12/142020 01106/2021 deg FBC AM., Category: Pend Walls nog) 54"Mil PE-81062 f152) 367-2520 Subcategory: Skins chord dk-k.(elnmeaherd Compliance Method: Evausbon Report Worn a e.c«n Flodde Registered Arch4ed a a Licensed Florida Praessland Engnes FLA/3192.I4a Products Quality Assurartce Awaked fer Use Argrowd for Use IMINNA Dsslab Sea # Product NOW. Number or Name Product Descripton Contract Expiration gale In KvHZ outside XVHZ Resistant t Pressure 1 Cemplenk Lop Sidng fiber -cement Imp sidng 121312M Yes Yes N/A NIA 2 HerdePinnk Lap Siding fiber -cement imp skiing IZS12023 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Page 1 of i Building Codes and Standards trs2o21 Product Approval Application Detail -ate F 3 3 ! 4 P r��1ft 991 c Rttt s Date PelWno Jim lye tom- Contact En inaari Lterrs, Validated err VWtlatW Submitted FBC AmroVd Aa-)d9 status ReMetOn 2070 MI Window and Dogs Brent Sharger Amenten Afchtecrural Steven M. Uich. PE 1b062020 lomwom 10092020 Apor-d Category: Widows 1717) 365-330a ManuHduras Assoclaton 1717) 317.8454 SU bCgegory: Horizontal Sider bsrotrrger�,mh-..can CaRplgnH Method Cstpkfl90p MstK a Listing FLtiS%1-11411 Products Quality Assurance Apgroliedfor Use Amroved for Use aMMKI Dada) Sao # Product Description [onlraR F_avtdim Qala in HVHZ outside HVHZ Ritaleti(( larasg8g 1 HS 186 rh and ri ge Frame 73xe21 nauleted Glees OV182024 No Yes No a55/.55 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pager 1 di 115/2021 _._ .. --•� L9da Engva 2di all Date PaaBna 2" Type V- oncntactEndnaer&Ucense Validated the Vallated raubntt d FBCAomoral Ma,202 Reddon 2020 MI VAndaws and Doors oral StingerLob R Lanes. PE Sloven M. Wish. PE 10N8/2020 1N062020 10/192020 12/152020 Appro:s'd Catopary: Windows (117)365-3300 PE-62514 (717)317-8454 erxncatagpry: Mumms bsMnper�miwd.com Compliance Mdhod: Eveluatim Report tram a Florida Registered achit.e ore LJcensed Florid, Professional Engineer FLt153614t5 Products asa a ReduG Modtl. Nunhr or Mar,, Qualt r Assu anew jfi,adangt,Cialwacat r,ct ExpMMim1 DYs Aaprawd rat Us, A-,,,d g1 MV /1 Z Outside for Use Issaw Dal- till tf.Ih{� prishiskupe 2 578d Vartcel aumnum Mullon 12/312024 No Yea Yes WA Florida Department of Business & Professional Regulation Pag.2 d2 Building Codes and Standards 10l9J2021 Product Approval Application Detail q7w w. , - :_ ._. __ .. ., _`.,..., _x.--: �,., t_e..,-,-.,r-.t-...as.. J .�u�i'�•., _.. -r_,. ��� 3-. :. _tea .-... ,._x.:;_.:,n-._, -.,_ .t;r� ."�,�"..'r 9202 Entry or ➢pia eta Daze Pendrm 21t mm yp,sidl Manufacurer C tact Cain -a Licanaa Validated six, y It�ag Subittd FBC A -pi Apalgy8d U.K. Revision 2020 Akkde Nick Thompson Lyndon F. sdlmid, P E. Ryan J. King.. P.E. 02/152021 02115/2021 0222/2021 W312021 Approved Category: Panel Walk (330)922-2389 P6_43409 (813) 7131.6555 6ubcategch, Sd6H nthanpeonoeisida can Compliance Memotl: Evaluat+m Report frCan a Floc de Registered Armxed ore Ucenxd Flodde LM 527T-Rat Prdessionel Engineer Preduds F Qudw Ati-anee Anarored rat Use Aaoroved rat Use lomMim 22110 sip e, Product Modal- Number or Name Roduel 0-hptlm Contract ExdrWlon Date h1 XNIZ dAal(b HVHZ RasMa111 Praqure 1 a. &qua2T&gaol: som VenI a Shcd Vhryl coat 12/312023 FM Yes No rl/A 2 b.&Wd:allence T4Aquo1: 5omt Vent or Sold Vinyl Sort 121312023 No Yes No NJA 3 <. &Wd:Greenorar Vintage Bended&XX Soffit Vent or Sold Vinyl Soft 12/312023 No Yea No WA 4 d Aqud:05iqud, Semt Venia s ildvnvl Soft 12f31/2023 No Yee No NJA 5 e 6qud.Charrer Oak&quot; Scent Vent a Sold Vinyl sofa 121312023 No Yes No WA 6 1. Bqud;Sups Spen&quot Soffit Vent a Sold V yl Soft 12131 r2023 No Yes No N/A Florida Department of Business & Professional Regulation Page I at Florida Department of Bus -,less & Professional Regulation Ra.e 1 at Building Codes and Standards 1m&ib2t Building Codes and Standards 115=21 Product Approval Application Detail Product Approval Application Detail _: - - _ �.-,, .,. F�.7fi±' .»,-•.�,.-..._u.... N. '2.e._ _...e�.',�.r.._a _ .-._-_ _.�.- _-..-. „-._. .. ,.. ,. -.. ,_.. t,' ,� ... .. -.. ..r - -<. .__.> .-.>_-_._. .,. ., .. ,. .__, x. _. _.. .-, ..�._�..�-.,,..... ,,..a. -., ..- - __ _.. ._�-.. n. - -_. ., .... ... _ _�. .. .,. F'. -_.. _ ,...., ,, .. __. 2201 Emil Gale 2112 torte Pertdria 291 SSpdt ln1Rv a 291 2KI pat Pandrm lil t Tyga Varnim Menu(acturs Iwal Lien � End naer&Lkenae Validated B. Vallkla020 Sub, tied yalldrted Siilnitted FBCAmrord Aga[dya9 SCAcc020 Sldus ]}{Eli, ytlnpD J87m1(ait4lfg ipDiagt Enanear&Dcena Valiawa av itt d yya� �i(� FBC Auoroval aC Atio020 r.v.0 dQgpyag n 2020 TAMKO Building PrOdJd9 LLC Kan Edon Robert..& John W. KGir PE t2,,,,, 0 Appro✓ed Revsbn 2020 L.V. Tnamsm.Inc . db0 Thompson Architectural Tony ChrlNmen Zachary R. Priest Sloven M. Ulch, PE 05y'172020 Orb tell Approved Category: Rooting (417) 624-68" PE-55166 (954)772.6224 Metals Company ITAMCD) (913)248-3458 PE-74021 i; 717)317-8454 SubCetagpry Underieyme Ns ksrt_ed-Clonft om CaMMUM: Pooling tmyQporrale lraoM9.can Compliance Method: Evaluation Report tom a Subcategory: Rco1ng Accessories that are an Flodde Regldend Architect or a J-,kod Florida Integral Part ofthe Rooting System Profeaaiond Engine. Compliance Method Evaluation Report tom a Fhaid. Registered ot0fth d ors Licensed Flordia FLt1232t1JIM Products Prdesslond Engineer Seat Product Modal. Numbs al* Name gvatltvAsevrayu:a Praducl DesabUon Carerad Emkdim Date ArMrowrlfaUso g�ggyadJpnYFe gagag2 HVHZ Outside IIVH2 Dthockat t Sendai Ppas rst FLANBa16-N3larpduga hdlty Assurance Artaroyed foruse Approved for Use Roma Design 1 TAMKO Roof Unoerlayments(HVHZ) Rodundenaymshls for use in FBC HVI-a 06MI2023 Yes NO NIA WA Sala Prtgud Madat. NunheraName Prduct,ta p „Dta Jp-MVHZ Outyy HVHZ assistapt Prat -re Ion�c�^a 1 7AMCo Flat Tap 01FRdge Vent .0 Bate for Tic 26 at. subc roof veMnator with pefne 09/092026 Yes Yes NIA WA 2 TAMKO Rod undenayments INON44VHZ) Red undenaymenls fa use In F&C nor 4VHZ OV292023 No Yes NJA NIA 2 TAMCO 33 fleck Vent 26 ga. 0S/092026 No Yes NIA a0l-52.5 1u19dc[Idns 3 TAMCO On -Rope Rod Vent van Batle 26 Da. static roofvemistor with Integrated batik 09N9/2026 Yes Yes NIA N/A 4 TAMCO Round Top Off-Rklge Vent %.elm Baffle for Tile 26 Da. static roofvmtilata wrtn baf8a 09K162026 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Pago1 art Florlds Department of Business & Professional Regulation Pagel d] Florida Department of Business & Professional Regulation Page 1 at / Building Codes and Standards 1172021 Building Codes and Standards 122021 Building Codes and Standards 1/252022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail all ;'� - C9.dt pray Aft li Data Pand, $tit Shad! Entity pr 29A Llift Data Panding 20 Code ErrtIN of Date Data Data PaMinq Data D)tda &Users vaadatee err ya)ldatad Srannaed FBC Apugrd Sid- ,TXR Yeraim Manufacturer contact Chin -a Ucertse Vdfdated By Validated Slant Ytedi FBC A-hrial Approved Pintos Iva Version Manufacui contact Erwinhar&License validated BY Validated Submitted FBC Aporowl Appo�d Stasis Revision 2020 Lomenco Kahina Jdky James L Budmer. P.E. Steven M. Uncn, PE 1123/2020 1123/2020 11292020 ding FBC Appr• Reuabn n 2D20 Han Roatlnp IAPNO Uniform Evaeaation G W wait Mtlssan Ral1i+ U any er 11A11/2D20 11N2f2020 11N512020 Approusd Revision 20 Global Protection ProtlUcis LLC. 20 Gn Tim Robinson Wetter A. Tilt Jr. P E. Jon n W. K ezevlM; PE OB/OB2020 09106f1ff2(1 1 1 Oro 12020 12/1512020 rev App lid Category: Rang (501) 08}6163 PE-31242 (717) 317-8454 Category: Rang (601) 380-0091 Serviees LLC. (205) 054-0t60 Category: Shutters (954) 889-7545 PE-44167 (954) 772-6224 SubCadeaory: Raising Accessorks that ere an Ipeley@bman<o.<om Subcat.gory: Rooting Tles RobinAntlerson(Pboral on SubCategory: Storm Panels lies-binsonagppeotcom Imagist Pan ofine Roofing Sysem Corr911-Method! Evdudim Report from a m Compilance Method: Evaluation Report from a co nclW. Method: Evdudkn Repel soma Product Evaluation Entity Florida Registered Architect a a Licensed Florida Flada Registered Architect or a Lt sad Flor'Ids Professional Engineer PrOfOaslmd Engnes Flit1149-R12 Products F LW7a1Z-Ra Prediads hMIBVAsslrance Approved for Use ARoroved for Use NnDICt polo FLR10076-R6Pratints a $f1h1XVX Product Model. Number or Memo Redud Daec rlatloContract F�drdlon Date i aadd, HVHZ ltteUlatY 13taaslu Quality Aasu ranee Approved (or Use Approwd for Use im�gt DaMilair Quellry AwtrMme Aoprov4m for Use Aporovw far Use 1¢Iptgl Rlaln 1 G sawn N Slate, Coon Slate t Old En inn - Sher e, 51 1 r try STNI gi Flat Profile - Oemer� CO 12/31/2020 No Yes N(A kilo S ff I Nu b or Name e Product Medal, m bar Description I Product Cespr pl Contract E2rWrat on Date In HVHZ Outside HVHZ Resistant Pressure Pmswn i Rgtluct Model. Nneger or Nero $QB&t.�Ld� conlrw EKGratlm odor 1, MVNZ outside HVHZ tlflaluaint P- Thatch &amp, Impact 1 20 Gage Galvanized Steel Storm Pane18/rIVHZ Corrugated Galvanized Steel Storm Panels retained 1213112022 Yes Yes Yes NIA 1 Deck-Ai"DA-4 or TRI-Built Deck -Air DA-4 Low Profile, Pol)pmpyena Pl-fix, Roof Vent 12/102025 No Yes No •97.5/-97.5 17 Saxony 600- Slate. Sheke&amp: Spin Shake Flat Profile - Stockton. CA 121312020 No Yea NIA NIA onotattrackstoprovide hurricane by Mechanically alethetl to Plywood Reek. 1B Saxony NO - State, Shake gem: Split Shake p Filet Prabk-Rieko, CA 12/312020 No Yes MIA WA 2 24 Gape Galvanized Steel Storm Parxls/NHVHZ enaltion. Corrugated Galvanized Steel nit Panels retai'rrod 1213112022 No Yes Yes MIA 19 Saxony 700- Shake , Elate &amp: Split Shake Flat Pronk- Slacklm,CA 121312020 tJa Yes NIA WA ric or not by trades to provtde hurricane protection. 20 21 Saxony 700- Shake . Side&amp: Sprit Shake Tel. Cap- J Ha roeiala Met Pronle-Rialto. CA 12(312020 High Prolle - Katy, TX 12r312020 tdo No Yes Yes N(A N(A N/A hUA 2B Villa low Pon. - Katy. TX 121312020 No Yes NJA NIA Florida Deparimerd of Business & Professional Regulation Pagel di Florida Department of Business & Professional Regulation Pagel all Building Codes and Standards inf1 Building Codes and Standards inr2021 Product Approval Application Detail Product Approval Application Detail � i e � r ✓� ,.,. .r r --.` may, ''< 4. ,� �- ,:. v .. .. aS t ... . `, ...-n.,. ... _...,t C-: ,.a a_,a .-c ,'�`,l ._ n+r.•,v -c .,_£,v).r ., .,>.,',. ,,..�r:�_ - ..> .§, �t._�.c -„ ✓, u.,.mc,..-:,? .d...�m...... ... .... .•. _ .>.. .: -,-. rFt .. •,:. < ifr',,..._. .. :+-.,_.,.._2y,:^�.....x.4v= �' e. ., - _. ,. -,-. ., _5 - „F ,..-F a _ ,-.� ..,- � ,,.,.?£.. .. . a. - _ _.I..r _ _ Coda a" or 2t 2111 Dffie Pandrm 20 �, 94ill Cat1Q' yL 291 21111 Disk Pendlrm go mm yeDdga Manufacturer CgDlact Enpmaer i Ueanse Vdidsh d By Validated Submittd FBC Aepmval Approved Jaalus SY)u Version Manufacturer Csffius Engineer & LJcanse VdMatM av V lids Submitted F6C A --,I A,-v,d Status, ReNskm 2020 ArNte Stuart Lewls ICC Evaluation Service. LLC William M. Ranieri. PE 1 DA1/2020 1Dr=20 111OW020 111052020 APon-d ReNebn 2020 Commercial Cmaete RoOucia.lnc. Rdxn Gills 8amueIA, Greenberg John Ho/ 1 211 6=20 1Zh 62OZO 12292020 ding FBC Appn Category: Structural Components 1321)710.337T (401)681.191? Category: awwrill Convonents let 1)659-3707 PE-34241 1352i588-5311 subcategory: Than Pietas de',vis�elpnexw.com SutiCMepory: Products Introduced as a Rcsut of pncedgator@yenoo can Compllme Metltotl: EVNUMim Regal from a Nava• TeMmlaay Product Ewlwdm Entity Canplial Method: EVeutlon Report from a Flodde Registered Architect or a Licensed Flodde FUtN"Tpr Prde„ional Engineer 3ta Quality Assurances ProduDeecnmm QOr1tact ExNration Data Accarevadfor Use Amr,ved n XVZ for the OsldeV Imaakt Deign gtftalt Preswre F12177418 RodtNre 1 BCG 1 I Alpi g Strength p illy / M H her Shen H Sem 5 i 1 24 Metal Connector Plnte 2l] 20 Yes Yes N/A WA Saq_# Product Yodel. Number or Name Qtatxr0.sswatce AoawedittUsa Product Oeunotlm Cored F_lglratlm ode In AoorauadfaUsa HVHZ Outdda HVHZ Bgid}Dapt Preswn 2 3 RW BCG/Alpine taupe Plate ITW BCG/Alpha Trulm We Connector PIeH 121312024 Metal Connects met. 121311ZO24 Yes Yes Yes Yes N/A MIA NIA NIA 1 Dually Prom% a Commerdd Concrete ProdUds Precast and Prestressed Concrete Lintels 05/252024 No Yes N/A NJA 4 I7W BCG/Agra Wee Mdel Connector Plate 12/312024 Yes Yes N(A MIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft tnrm2l Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PP PP P0,102 9rzv2gzl •- : v . ..,- � -- - Y 'z . R -.•_ 1 :; -a:. a �-, `� -,., <: -.,. x-'fi^-,� -`sat' �. .1-„ :._ .{- ,.. .. -:,.. .. .� �: -s,_ „� -:' .4 a� n -yid'-: . ,yL - '�>> '�c-.< 'a-x' rs-, >'"� -v' -��;g � a,->�. - .'.gin .. _,:. <- -x-j- _- ........ �. ._ .::. _ r- -. .�.i,tl _h^ _�.:-� _- _. .. ,.. .., a> -, --.>.... s-ter,_... �4._ .._ _.- -a .,-s4_ ,: < -. , ,. - -_. ,_,T:C -! :•4.. }. ✓r _tatlly ,.s.,�"3/-.- ,•„�,.: 3. � ."�._.: Sdda f ilia Do Data Pandirg 291 goat a 4ffit PM Vets Peltdlm 20 ]Vpt Varebn Mtturxlurar ewact L'ngMaer & Ucell.e valaatee rti Yagdat4 3gltynea FBC Approval ApDroletl 31" T_ypg Verson Manulactuir contact 0"Ifted PBC ADaavd Aowoved atiatus Revision 2020 CAST-CRETE USA, LLC Cng Pemno MIemFDede BCCO -CER MIemi-De.de BCCO-VAL 1120202g 1027/2020 11272020 Approved Afllnnetkn 2020 gone aumnum,fir Jose SYve Luis R. Lomas Steub+M. UrIm. PE ltn fi/2D20 11/162020 11n012020 Approved Category: Structural Components (813) 621-464i (78e) 315-25M category: Panel Wells (407) 509-200B PE-62514 (717) 317.8454 SubCd.gory. Product, laroduced as a R-R.Ir cpamvioQwstcrele.com Subcategory: Sotto elph naluargnumhcQyaho Nero Technology Compliance Method: Evaueoon Report tom a prom Compll.nee MatltOtl: Calificetbn Mark or Listing Florltle Repide2d ArchilM or a Ucslsed Florida Fl.#'ISHN) PrOtlueh Profasaimel Engines tat adduct Model. Nlghber or Name design, Assrsranc ProWtt Deatrbtbn goltrect lxpiratl state A=DvW for use In Mw pp Approved nor Use Imgagl Data- o1LCNM HVIR Resistant Pressae 1`0166"d Products Quality ASMreltu Aoprovw for Use Approved for Use ImQagt 12lalIDl 1 High Strength Concrete Lintels 4, 6, 8. end 121nch wide lintels 052IM22 Yes Yes NIA N/A S.ffiE Product MooeL Nurnher a Name Prodlet eascriotim Card ..t Erardlm Oaf. HVKZ Outatre HVHZ Misters p); cur, 1 aphs AJurrynum Sold damp: Vented Aluminum SolfiU Alpha Aluminum Sold damp; Vented aumnum 0713OM23 No Yes No NIA CMU &amp; Wood Somit/ CMU damp'., Wood Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pag.1 oft g/M2oJ1 Cod. Sails EniIN a or Pal! �' t [�. Pending Iypt Manufacturer contact Enter Ueerw Validated By yptidatad Scam. FBC A®mod A,-s,Q 9c Revision 2020 MITak Inc. Erin Walden ICC Evaluation Servico, LLC ICC Evatuation 9ervbe, pelt 1rz021 08n Of2021 lien2/2az1 ppr ApprareA Category: structural Gomonents (952)88&8635 LLC Subcategory: Tmse Rates (205) 599-swat Canpllance Method: EYaluatlon Repon from a Product Evalwtbn Entity F111121874e8 Pratlumts Quality Assuratice Approved for Use Aooroved for Use impsect Design Alga Product Model. Number a Name Product Dowrlodm CorKrwt ewrallm Date 1 a HVHZ Ouadre HVHL Resistant Pressure 1 MI SAHS 18 gat high strength train connector pate 12/312022 Yes Yes N(A WA 2 M1B8HS 18 ga. super high strength buss cmnepa pate 121312022 Yes Yes N/A N/A 3 N3116 16 ga. W5s connedorplate 121312022 Yes Yes MIA N/A 4 MT1814S to ga. high strength truss connector plate 12131 f2022 Yes Yes NIA WA 5 MT20HS 20 ga. high strength truss cmneder plate 12/31/2022 Yes Yes NIA WA 6 T08 M719 lag. lrvas connects Plates 12/312022 Yes Yes N/A NJA TL20. M120 20 gat Vass connector plates 121312022 Yes Yes NIA WA Florida Department of Business & Professional Regulation Paget 02 Building Codes and Standards 1Ft26r Pf43duct Approval Application Detail 901 antar a lilt Egs Data Pending Pour mpg Valium BtalractuDC v ecated S b itt d FBC AmmYal &giStatus ReHsion M20 MI Windows and Doors Brent Ballinger Amencen Prchtatunl Sloven M Uich, PE 11)222020 11/22/2020 11282020 Approved CalavM: WndoVis (T1 7) 385-3300 M-floured; Assacg6on 1717)317-8454 &bC ojski Fixed bsldngeramlr-d.can Conpliart. Method: C Iufzetion Mark a Lining FLf15U"14 Prodads Amroved for Us, Aoeovad for U,a Nam ps<la1 Sw # Product Model. Manlier or Name Product Descrbtlon Contract EZOataton Date In HVHZ outside will Reslistaint Pressure 1 185 PW 73. 72 insulated Gee, 04/032023 No Yes No a60/Ao Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pagel at 11smi 3 _ . _ .. - _' _-_ �.•... •: -,20 .. - - 581. I:ogDclg Lida Dial Date Pending TM Venter; Manufacturer ContactErmneer & UcerMe Validated By Validated Submitted FBC Approval App'pyed Mateo Afluretbn 2020 FIST lndusikL Jens R-01 Mlaroll ECCO-CER Miami-Oade SCCO-VAL 11/05/2020 1W52020 111i 112020 Approved Category: Wild- (941)486-0100 (786) 315-2590 S"Caagory: Madan )rroperskiQpglmdu otes.c Coolant ce Method! Certtew6on Mark a Uding FtA2614t13 Productt an Atp_a adduct Model. Nlmber a Name QudBr Asaretne Accravid for Us, Aoglogid for Lisa Produlcl Wscnotim Conrad lxolrallon treatment In HVHZ Outside MVML treaaN kmMd peade, Prinnat 1 Mueons to All Doors and VY,rdoes Aluminum Whorls 0526202/3 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P a.1 d2 liar O21 I r k s��� S-rPlid FAgCL.gC tiffil )Data Paants jy$ Vsslm ManulaclUlertSS EliallileeraLlCBrne Validated By Validated Submitted FBC Aoprovat Approved Status Revision 2020 GAF Mich eel Stith Robert Memm<n John W. Knez-h. PE 09262D20 06212020 10N2/2020 12/15/2020 Approued CA.gay. Fooling (600)766-3411 PE-50166 (954) 772-6224 Su r-st.pary: Asphalt dlklo es mstieh fgarcom Camilleae M thod: EMudim Report from a Flwda Regiserw Ar hnect a a Umnsiod Florida Professknd Endneer FIrR1a12tA28 Produ As hiderilswrarl Approved for Use Approved for Use I11M 20= Atli Product Moo m. Numbs or Name Product Deborn Conrad Exdrdlm Date In HVHZ Oahu HVHZ 111"Islant P-sure 1 GAF Asphalt Race Shingles Flbepl... minfacetl 34hnd, lanenated, 5-tab and 17J162022 No Yes N(A WA hip?Itlge asphalt shMgles Florida Department of Business & Processional Regulation Building Codes and Standards Product Approval Application Detail Page i d 1 19=21 -sue •,X t as .- ,� � ,r '• t� _ .4.v , ... .,--.<. ._. ...- _asp,..., ,..r.. __ , 02 EMttu o 2u 291 Dal. Pending 21 t iv- Varslon Manufacturer Canted mwtaer&Urertw V*I".0 By Validated eluanittad FSC App-1 Apaouad Statue Revision 2020 Florida Metal Products Inc. Clark Jones James L Sucker. P.End slaw M. Width PE D912IM20 09)25Q020 101042020 12/16`2020 Approved Category: Rooting (904)783-8400 CBUCK Engneering (717) 317-8454 Subcdegory: Scoring Acc.seories the are an PE31242 Integral Part of the Roofing System Cornell-kcs Method: Evdustim Report fran is Florida Raglalered Architect or a Licensed Florida Professional Engineer FLR215sill Produces Malay Assures" AQOroved fa Use Approved for Use wind Design 9m a Adduct MohL ihmhr a Nsrro Product bsoriraldl Corerael EaMrellon Oala in MVMZ Quitadpa HVHZ 12 su a 3 3- FUlA1C0 dquor:RV 10 Ridge Vent8quot: Aluminum Ridge Vanillabr pitched roots fatirlosted 121312024 No Yes No N/PrA from 0 025' aumnum Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/252D22 Product Approval Application Detail PP a -,., .. ... '-. ,-..�••- s.-t •mil;=_..'�..-.. ___s-tea. ._-_.:.�- �'. 3.,_-. .�._..,a .... e_..-.. .. .. ... ,_.� $... Sept Entity or 23g pate Dau Pohl 20 Sims version Manufacturer Contact E aineer 8 License Validated By Validated submitted FBC Approval Approved Status Revision 2020 All American Shutters and Glass Mike &albheri Frank L. Eenritrdo, RE Troy Sishm. P.E. 10/20/2020 10/15/2020 1110512020 12115/2020 Apprwed Category: Shutters (561) 712-9882 PE-0046549 (954) GL47-0880 subcategory: Storm Panel. mikeb®al Iamericanshune Complianee Method' Ewlualion Repot Loma rs.com Florida Registered Amhnect or.l.icensed Florida Profeeksional Engineer FL/fi 7081140 ProdupM Quality Assurance Anprowd for use Approved for UsaimandPressor # Product Modal, Number or Mama Product Description i ta SSgcL p Contract Exolret m Da In HVHZ OutaWa HVHZ Resistant Pressure 1 24ga Galvanized Steel Storm Panels 249a Galvanized Steel Storm Panel. 12J312022 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t of 1 6f14/2021 r - ✓a -- x a^w :- J 3 ! �� r,_ . _ s§�--. ..'vac ...... ,� � a °§� xR �'� „� T"x• � Sgdt NOW w A" Dot Date Pending pot Tvoa Verson Manufaetunr Contact Enaineer & License Vdid n Br Vatltl>iad S t,Mad FBC A --,I Aaglaved &at_ Reunion 2020 Weyeh-ser Rob BddMn ICC Evaltallat Seruke, LLC Ian Lester, P.E. 020212021 tOrl3 w 02M32021 Approved Category: Structural Components (253) e24-6470 (806) 839.32M SutiCatagorr: Engineered Lumber Rdart.Bamwin �wryema Corrpllanee Method: Evaluation Report hom a euss.cam Ftlr11927-M7 adducts Product Eveiwtbn Filthy Atlt Raxct Model Number or Name Quaint Assuriesea Product Din crlotlah Cprgad Exolratlm Data poaaved to Use Amrpved n XwHb UYdtle fa lice Imlafd assign HVHZ &tilaaD Pfessun 1 Mcro/em LVL Lama V.-or r died Lambe 03/312023 No Yes N/A WA 2 Perdlem PSL Parallel end Sin Lumber 071372023 No Yes N/A NIA 3 Timba-Sn.cl LSL Lamiemixt Slnnd Lumber 03/312023 No Y<a NJA MIA 4 TJ Rm Board Slmctural Composite Lumber a Orkted Strarce 03(312023 No Yes NIA WA ,nerd Rm Boartl 5 Weyorheeun:er R'an Board Oriented Slmnd Board Rim Board 03/3f 2021 No Yes N/A N/A t^10 ^W W C_ > O W }F U 0 W CL 0 L }F (1) ^^ L.1 W O O CLO O O W CU 0 LL O .N -� E O -&-f O CL Cn �� /U� CX L� Q I N � 1�4 N � f� ��^ y"v _. tcv a L C (iS 0 p (n E =3 W Z C_ U) 0 CL O U 0 W CIO W CL O L CIO W W Z Z Q J d SHEET NO. PA 1.1 l i 11 1 II 1 - _ _ 1 I MIA _111M! Simpson Strong -Tie 2020 FBC Approved Products Updated 12rA2020 For direct inks to all SST approvals listed below, CLICK HERE o For additional imornetion regarding Florida's Statewide Proxluct Approval System and Mani -Dade County Notice or Acceptance (NOA). CLICK HERE. FL#,2355-R7 Sea tic Product Modal. Number or Name Product Description 1 Titen Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titen stainless steel masonry screw FL#9589-RO sea" Product Model. Number or Name Product Description 1 SDI 0112DBB Outdoor Accents Connector Screw 2 S09112, SD9212, SD10112, SD10212 Strong -Drive SD Connector Screw 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SOCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw SDS25500, SOS25800, SDS258M 8 SDS25112ES, SDS25200SS, SOS25212SS, SOS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FLU10007-R8 sea x Product Model. Number or Name duct DescriMlon 1 ATR318, ATR11Z ATR5/8, ATR3/4 Threaded Rods 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BP1/2, BP1/2-3, BP5/8-2, BP518-3, BP314, BP3/4-3, BPRTUD34 Bearing Plates 4 CNW318, CNW1/2, CNIW518, CNW3/4, CNW518-1/2, CNW314-5/8 Coupler Nuts 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUDST CTUD88. CTUD97. Coupling Take -Up Device CTUD98, CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD8 RatchetingTake-UpDevice 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 If2" Uplift Rod Run Tledown System 12 URS5 5/8" Uplift Rod Run Todown System 13 URSS 3/4" Uplift Rod Run T'ledown System FL#10441-R6 S,gg,;g Product Model. Number or Name Product Description 1 DTT2 Hold-down 2 HDC1014, HDC10/22 Hold-down 3 HOGS, HHDQ11, HHD014 Hold-down 4 HDU2, HOU4, HDU5, HOU8, HDU11, HOW Hold-0own 5 HPA28, HPA35 StrWilityle purlin anchor 6 LSTHD8. LSTHD8RJ Strap -stye hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -stye purlin anchor 9 PAIS, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 10 PAI18, PA123, PA128, PAI35 Strap -stye purlin anchor 11 STHD10, STHDI ORJ Strap -style hold-down 12 STHD14. STHDI4RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 ,®. For direct Inks to ell SST approvals Ned below, CLICK HERE For additional informabon regarding Flxdnda's Statewide Product Approval System and Matti -Dade County Notice of Acceptance (NOA), CLICK HERE. 21 LB series hangers Top flange hangers available in width of 1-9116' and heights ranging from 5afl" to 15-1/8". 22 L13AZ series hangers Top flange hangers available in width of 1-9116" and heights ranging from 9-3/16" to 13-1/8". 23 L EG3, LEG 5, LEG7 series hangers Top flange hangers available in wdths ranging from 3-1/4" to 6- 718" and heights ranging from 9" to 33-1 r7' 24 MEG5, MEG7 series hangers Top flange hangers available in wdths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-1r2" 25 MIT series hangers Top flange hangers available in wdths ranging from 1-9116' bo 5- 1/8" and heights ranging from 9-114" to 24". 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in Width of 1-9116" and heights ranging from 3-318" to 7-118". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available m wdths ranging from 1-9/16" to 7- 118" and heights ranging 9-114" to 32". #1a860-R5 Sea # Product Model. Number or Name 1 ABA44.ABA44R,ABA46,ABA46R,ABA66.ABA66R 2 ASU44, ABU44R, ABU46, ABU46R, ASU5.5 ABU5.6. ABU65, ABU66, ABU66R, ABU88, ABU88R, ABU1010. ABU1010R, ABU1212, ABU1212R 3 ABW44Z ASW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ASW7-7 4 AC4, AC4R, ACE4, ACB, ACSR, ACES 5 BC4, BC46, BC4R, BC6, SC6R, BC8, BC52-214, BCS2-3/6 6 CB44, CB4S, CB48, CB66, C1368 7 CBSQ44-SDS2, CBSQ46-SDS2. CBSQ66-SDS2, CBSQ86-SDS2, CBSQ88-SM 8 CC, ECC, ECCU Series 9 CCQ-SDS2.5 ECCQ-SDS2.5 Series 10 CPT44Z,CPT66Z,CPT88Z 11 EP844A, EPB44, EPB46, EPWO 12 EPS4Z 13 LCS44,LCS66 14 LPC4Z,LPC6Z 15 MP844Z, MPBWZ, MPB88Z 16 PB44, PB44R, PB46, PB66, P866R 17 P6544A,PBS46,PBS66 18 PBV6,PBV10 19 PC44-16, PC46-18, PC48-16. PC64-16, PC66-16. EPC44-16, EPC46-16, EPC48-16, EPC64-16, EPCBB-18 20 PC4Z. PC4R7, PCOZ, PCSRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCBZ, EPC6RZ, EPC84 EPC8RZ 21 PPB44-4Z. PPIB44-6Z 22 RPBZ FL111110866-R5 Product Model. Number or Name 1 FJA, FSA 2 FRFP 3 GH465, GH41 , GH4&6, GH48-8, GH410-6. GH410-8, GH66-6, GH66-8, GH68-6, GH68- 8, GH610-6, GH61M 4 GLB5A, GLB5B, GLB5C, GLB5D, GLB7A, GL67B, GLB7C, GLB7D 5 GLBT512, GSLT612, GLBT516, GBLT616, GLBT520, GBLTS20 6 HGLBA,HGLBB,HGLBC,HGLBD 7 HGT-2, HOT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Desolation Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3-1/4" to 9-It2" and W2 ranging from 3-518" to 7-I12" Screwed column caps with W1 ranging from 3-1/4" to 9.1/2' and W2 ranging from 3.518" to 7-1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy GirderTiedown Universal Foundation Plate Universe Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 121302020 For direct inks to all SST approvals listed below, CLICK HERE. For additional Information regarding Flonda's Statewide Product Approval System and Mam-Dade Canty Notice of Acceptance (NOA), CUCK HERE. FL#10446-R6 12g Product Model.NurnberorName Product Description 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 3 APB44, APB44R, APVB66, APB66R, AP888, APB88R, APB1010, APB101OR. APV844, Outdoor Accents Post Bases APVB44R,APVB66,APVB66R,APV888,APVB88R,APV61010,APVB1010R 4 APDJT2-41 APDJT2R-4, APDJT2-5, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Jost Ties APVDJT2R-6 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APL6, APT4, APTS, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z. CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z. CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 1-30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, 1-550, L$70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ2812, LSSJ2SRZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 25 LSSR1 81, LSSR2 1. LSSR2 37, LSSR2 56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skevsble Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML282, ML28Z. ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 , Face -Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST-3 Roof Tie-Dowwn 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC. STCT, DTC. HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-R5 Seq # Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, OSC21--SDS3, DSCSR-SDS3, DSC5L-SDS3 3 GBC 4 HCP1.81,HCP2,HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.25/3.25, HHRC5.37r3-12, HHRC66 6 HRC1.81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU26, LSSU28, LSSU210 9 TBE4,TBE6 10 TC24. TC26, TC28 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA426-2 12 THAI1.81f22, THAl2.06/22, THAI2,1122, THAI222, THAI322, THAI3522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-"DS3, THJM2-5SDS3, THJU26, THJU26-W 15 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12r302020 For direct inks to all SST approvals dilated below. CLICK HERE For additional Information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA). CLICK HERE_ FL#10456-R5 ,Sea #Product Model. Numller or Name Product Description 1 El STB, BTH Brick Ties 2 CMST12, CMST14, CMSTCI6 Coiled Straps 3 CS14, CS16, CS18, C520, C522 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compression/Tension Strap 6 DSP, SSP, TSP Stud to Plate tie 7 H1, H10A, H2,5A, H3, H8, H7Z, H16, HISS, H16-2, H16-2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 9 HS24 Hurricane Tie 10 HSS2-SDS1 5, HSS2-2-SDS3 HSS2.3-SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5, HSTB Straight Straps 12 HTSt6, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twat Strap 13 HTSQ16KTZ, HTSQ20KTZ Heavy Twst Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA/5, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 19 MGT Medium GkderTiedown 20 MST27, MSr37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12. MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4883, MSTC6883 Pre -Bent Straps 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 25 MTS12, MTSI6, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x10-12, NCA2x12-12, NCA2x6-16, NCA2x10-16, NCA2x12-16 Bridging 27 RCWB12, RCW614 Wall Bracing 28 RPS18, RPS22. RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SP8 Stud Plata To 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST8215, ST5224, ST6236 Straight Straps 34 T620, TB27, TB3O, T636, TB42, TB48, TB54, TB56, TB60 Tension Bridging 35 TWB10. TWB12, TWI314 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 W81061 W810BC, WB128, WB126C, W8143C Wall Staring f'iC�rr�: Product Description 1 C9H2 37x5 5, CBH2.37x7.63, CBH2.37xg.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS, HGU5.25SDS, HGU5.50SDS, HGU5.62SOS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5,62-SDS, HHGU700-SDS, HHGU725SDS, Light Slopeable/Skewable U Hanger HHGU9.00-SDS Truss Bearing Enhancer 6 HHUS26.2 HHUS28.2, HHUS210.2, HHUS46. HHUS48, HHUS410, HHUS5.50/10 Truss Clip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01.81/9-SDS, H0001.81/11SDS, HUCO210-2-SDS, HUCO210-3-SDS, HUC0310- SDS, HUC0410-SDS, HUCQ412-SDS, HUCQ5.2579-SDS, HUCQ5.25/11-SDS, HUCQ610- SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 1213W420 For direct Inks to all SST approvals (sled below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Man -Dade County Notice of Acceptance (NOA), CLICK HERE, FL#11468-R5 Sea" Product Model. Number or Name Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS8, HRS8, HR512 Strap Ties 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2-SDS3, THGQ3SDS4 5, THGQH2SD83; THGQH3SDS4 5, THGQH4-SDSS Joist Hanger 6 THGW33, THGW3-4, THGW4-3, THGW44 Joist Hanger FL#11473-R5 Sea" Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, HISS, H18-2. H16-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HFTA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALIB, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit connectors 7 HHETAI6. HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 ll LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, METAI6, META18, META20, META24 META40 Embedded Truss Anchor 11 MSTAM24, MSTAM30, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry 171.411496-R5 sea" Product Model. Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HD19 Bolted Holdowns 3 HD3S, HD5B, HD7B, HD96 Bolted Holdowns 4 HTT4, HTTS, HTTS-3/4 Tension Ties 5 LTT19, LTT20B, LTTI31 Light Tension Ties FL#13628-R5 Sea llf Product Model. Number or Name Product Description 1 SB5/8x24, S87/8x24, SBl x30 SB Anchor Botts 2 SSTB16, SSTB20, SSTB24, SST828, SSTB34, SSTB36, SST81 OIL, SSTB20L, SSTB24L, SSTB Anchor Bolts SSTB28L FL#13872-R4 Sect # Product Model, Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18; CS20, CS22 2 HRS6, HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MST136, MSTI48, MSTI60, MST172, S/MST27, SIMST37, VMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, 5T292, ST2122, ST2115, ST2215 6 LSUBH3.25, SUBH3.25; MSUSH3.25 7 LTP5 8 LTSI2,LTS16,LTSIS,LTS20 9 MSTA30, MSTA36, ST6215, ST6224.. $TO, ST12, Sf18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC68, MSTC78, ST6236 11 MTS12, MTS16, MTS18, MTS20 MTS30, MTS24C, MTS30C 12 S/B1.56, S1131.81, WB2.06, S1B2.37, S182.56, SJB2.58, S/B3.12, SIB3.56, SIB3.62, S/B4.06, 504.12, Sr64.28, SJB4.75, SIB5.50 13 S/BAZAM, S/BA2.12/10, S/BA2.12112, S/BA2.12/14, S/BA4.1M.. SJBA4.18/10, Sr8A4.1&12, S/BA4.18rt4 14 SHIA 15 S/HD8S, SHH0813, S/HD1OS. S/HDIOB, S/HO15S, S1HD15B 16 SfHDU4, S/HDU6, S/HDUO, S/HOU11 17 S1JCT. SIHJCT Product Description Coiled Straps Straps 97 mil (12 g9) Heavy Twist Straps Steps43 mil 1B a ( 9 ) Straps 33 mil (20 ga) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 68 mil (14 ga) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers available in widths ranging from 1-9/16'to 3-9118" and heights ranging from 9-1/8" to 23.15116". Face -mount hangers Face -mount hangers available in wdths ranging from 1-518" to 7- 318" and heights ranging from 55116' eo 12-76". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 118" to 5-1/8" and heights ranging from 4-314" to 153/4". Concealed Flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange is concealed. Face -mount hangers Face -mount hangers available in wdths ranging from 1-9116'tc 7- 1/2" and heights ranging from 2.7/8" to 19-114". Concealed flange version (HUC) available for all models having width equal to or greater than 2-9/16" Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3orzo20 For direct Inks to all SST approvals listed below, CLICK HERE • For additional information regarding Florida's Statewide Product Approval System and Marra -Dade County Notice of Acceptance (NOA), CLICK HERE. 18 S4-BV1.56, S/LBV1.81, S/LBV2.06, S/LEV2.37, SILBV2.56, S1LBV2.68, S/LBV3.12, Top Flange Joist Hangers S/LBV3.56, SILBV3.62, SILBV4.06. S/LSV4.12, S/LBV4.28, S1LBV4.75, S/LSV5.50 19 SLTT20, S/DTT2Z, S/HTT14, HTT4, HTT5 Holdowns 20 SfMST60, SUST72 Straps 118 mil (10 ga) 21 SP4, SP6 Stud Plate Ties 22 SSP, OSP, TSP Stud Plate Ties 23 STC. OTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R5 Sea" ProductMOdal.NumberorName 1 CCQM3,62-SDSHDG, CCQM4.62-SOSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, CCTQM4 82SDSG CCTQM5.50-SDSG, CCCQIv`G 62SDSG, CCCQM4.62-SDSG, CCCQM5 50-SDSG 2 ECCLOM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62GKf, ECCLLQMD4.62G-KT, ECCLLOMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLROMD4.62G- KT, ECCLRQMD5.50G-KT 3 HGUM5.25. HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 4 LGUM26.2, LGUM2F>3 LGUM264, LGUM28-2, LGUM28-3, LGUM28.4, LGUW10.2 LGUM210-3, LGUM210-4, LGUM46. LGUM48, LGUM410 5 MBHA3.12/925, MBHA39211I 25, MBHA3.5647.25, MBHA3.56/9.25, MBHA3.56/11.25, MBHA3.56/11.88, MSHA3.56114, MBHA3.5&16, MBHA3.56/18. MSHA5.5017.25, MBHA5.5019.25, MBHA5.50/11.25, MBHA5.50/11.88, MBHA5.50114, MBHA5.50/18, MSHA5.50118 6 MBHU3.56J9.25, MBHU3.56/11.25, MBHU3.5&11.88, MBHU3.56114, MSHU3.66/16, MBHU3.56118, MBHU5.50/9.25, MBHU5.50/11.25, MBHU5.50f11.88. MBHU5.50/14, MSHU5.50116, MSHU5.50/18 FL#13975-R6 Sea # Product Model. Num bar or Name 1 SDW22300, SOW22338, SOW22438, SOW22458, SDW22500, SOW22600, SDW22638, SDW22634 2 SDWC15450, SDWC15600 3 SDWH19300DB, SDWH19400DB, SDWH196WD6, SOWH19800DB, SDWHI91000DB 4 SDWH27400G. SOWH276000, SDWH27800G, SDWH271000G, SDWH2712ODG 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 6 SOWS19800, SDWS19712, SDWS224DO,SDWS22500.SDWS22512, SDWS22800. SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SOWS221500 7 SDWS2230ODB. SOWS2240ODB: SOWS22500DB, SOWS22600DB, SOWS22BOOD8, SDWS22100DOB 8 SDWS22312DBB, SDWS22512OBB 9 SDWS27300SS, SDWS274OOSS, SDWS2750OSS, SDWS2760OSS, SDWS27800SS, SDWS271000SS, SDWS27120OSS 10 SDWV13400 11 STN22 FL#15363-R3 12" Product Model, Number or Name 1 AS 18, AS 1855, AS 18S8 2 AS 2OHS 3 AS-20 4 ASHP Product Description Masonry Per Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRU5S-PLY Screws Strong -Drive SDWC TRUSS Screw Strang -Drive SDWH TIMBER -HEX Screw Strong -Drive SDWH TIMBER-HEXHOGScrew Strang -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Description I8 ga Truss Plates 20 ga. High Strength Truss Plate 20 ga Truss Plate Hinge Plate Connector FL#15730-R4 JW Product Model. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-60, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GWA00, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12302020 For direct inks to all SST approvals listed below, CLICK HERE. . For addtionai information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NOA), CLICK HERE. 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- 9f16" and heights ranging from 4-5118" to 11". Concealed flange version (H USC) available for models having vvidth equal to or greater than 3-9I16". 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 518" and heights ranging from 9-1/4" to 16". 13 LGU3.25SDS, LGU3.83SDS, LGU525SOS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC26Z, LUC21 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- 518" and heights ranging from 3" to 10-15116' 17 MGU3.63-SDS, MGU5.25-SOS, MGU5.50-SDS, MGU5.82-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" to 5- 118" and heights ranging from 6-15/16" to 19-11Z' 19 MUS26, MUS28 Face -mount hangers 20 SUR.. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/18" to 3-9116' and heights ranging from 3-1 /16'to 13-3/4". Concealed range version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Face -mount hangers available in wdths ranging from 1-9116'to 6" and heights ranging from 2-518" to 11-1/4". FL #10667-R6 ,.gy"1 Product Model. Number or Name Product Descriation 1 BA series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- 1/8" and heights ranging from 7-1/8" to 30". 2 DGBF series hangers Top flange hangers available in widths ranging from 3 518" to 7- 1/8" and heights ranging from 9-114" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/7' to 3- 5/8" and heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 5/8" and heights ranging from 9-1/4" to 24". 5 EG5, EG7, EGO series hangers Top flange hangers available in wdths ranging from 5.114" to 8- 7/8" and heights ranging from 11" to 32-112", 6 EGO series hangers Top flange hangers available in wdths ranging from 3-518" to 7- 1/4" and heights ranging from 11-1W to 37'. 7 GLS series hangers Saddle hangers available in mridths ranging from 3-1/4" to 6-7/8" and heights ranging from 8-112" to 28". 8 GLTV series hangers Top flange hangers available in wdths ranging from 3-114" to 7- 1/8" and heights ranging from 11" to 32'. 9 HS sorbs hangers Top flange hangers available in wdths ranging from 1-9/16" to 7- 1/2" and heights ranging from 8" to 39'. 10 HGLS series hangers Saddle hangers available in widths ranging from 5-14' to 8-718" and heights ranging from 10-1/7'to 28". 11 HGLT series hangers Top flange hangers available in wdths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-1r7'to 32' 12 HGLTV series hangers Top flange hangers available in wdths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14" to 33' 13 HIT series hangers Top flange hangers available in widths ranging from 2-5110" to 3- 9/18" and heights ranging from 18" to 26'. 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-118"to 3-9/16' and heights ranging from 5-3/8" to 13-118". 15 HUTF. HUCTF series hangers Top flange hangers available in wdths ranging from 1-9/16'to 5- 1l2" and heights ranging from 3-7116'to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". 16 HWP series hangers Top flange hangers available in wdths ranging from 1-9H6" to 7- 1l8" and heights ranging from 5-318" to 28". 17 HWPH series hangers Top flange hangers available in wdths ranging from 1-9116'to 7- 1/2" and heights ranging from 5-3/8" to 37'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16' to 3- 5/8" and heights ranging from 9.1/8" to 16'. 19 JB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 5-3/8" to 7-1/4" 20 JBA series hangers Top flange hangers available in worn of I.9116' and heights ranging from 9-3/16" to 13-1/8". Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30r2020 For direct inks to ell SST approvals listed below, CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice rdf Acceptance (NOA), CUCK H ERE. 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (STB2, STB2-4SS, Sf 62-6SS) Strong -Salt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titen HD (THD-H, THD-HMG, 7HD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Titan HD Heavy Duty Screw Anchorfor concrete and masonry available with hex head in carton steel and Types 304 and 315 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titen HD Rod Coupler (TH037634RC, THD50934RC) Titen HD Threaded Rod Coupler for concrete 9 Titen HO Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH. Then HD Threaded Rod Hanger for concrete TH050234RH, THD10212RH) 10 Wedge -All (WA) Wedge -Ail Anchor for masonry FL#16230-R8 e3€afiProduct Model. Numberor Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titen 2 (77N2) 6 Titen HD (THD-H4SS, THD-H6SS, THD-CS6SS) 7 Titen Turbo (TNT) FL#16937-R3 Seg 8 Product Model, Number or Name 1 X3481018.5K, X1 S1016, XI S1018 4K XQ1 S1016, XQ1 B1016-41K 2 XL0114T1224,XLQ114S1224-2K 3 XMQ 1 14SI 224, XMQ1 14BI 224-2K 4 XQ114S1224. XQ714B1224-2.5K XI14SI224, XQ112S1224, XQ112BI224-2K 5 XU34S1016, XU34BI016-51K 171-05320-R0 Sea" Product Model. Number or Name 1 DSSCB43-5. DSSCB46, DSSCS48, DSHS 2 FC943.5 FC645.5, FCB47.5, FC849.5, FCB411 5 3 FPHSD34S1018,FPHSD3481016,FPHSD34B1016-5K,FPHSD34S1214, FPHSD34B1214, FPHSD3461214-5K 4 LSFC2.25. LSFC425, LSFC6.25, SFC2.25, SFC425, SFC6.25 5 LSSC4.25, LSSC6.25, SSC225, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3,RCKW5,5,RCKW7.5,RCKW38.RCKW5.5S 7 SCB43.5, SCB45.5, SCB47 5, SC649.5, SCB411.5, MSCB45.5, MSCB47 5 8 SCS32-5/97. SCS62-5/97, SCS62-5/118, SCS82-6/1IS 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH34B1414,XLSH7861414 13 XQ1S101S. XQ1B1016-4K, X01S1214 XQI81214-3.5K, XQ78S1224, XQ78131224-3K, XQ114S1224,X011481224-2.5K,XQ112SI224,XQ1I2B1224-2K,X3461016-SK; X181018, XI B101 O-4K, XI S1214, XI B1214.15 K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Ad hesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titen 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Then Turbo Screw Anchor for concrete or masonry Product Description 410-16 Strong -Drive X Metal Seff-Drilling, Tapping Screws with #3 Drill Point #12.24 Strong -Drive XL Large. Head Metal Self -Drilling, Tapping Screws with #5 mill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Seff-Drilling, Tapping Screws with 05 Drill Point #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Foxed -Clip Connector #10-16 and #12-14 Strong -Drive FPHSD Framing4c-CFS Self Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong-Onve XLSH Shouldered Seff-Drilling, Tapping Screws #10-18 #12-14 and #12-24 Strong -Drive X Metal Seff-Drilling, Tapping Screws to C0 -a--a U N Q 0-0 O CU O O CD Co WImn Q . � U�/�) �� a z ir Del t - 1 K 1 _C 4l c �j c� r _. - v t Cn �:v ui a t� N O O : L > O W Cn E V / 0 O /L_ LL L U 0 L W L) M m < n O L� LL1 W Z Z Q J SHEET NO. PA 1,2 I_ ,I ji 11 " I _T , 711 1 1 1 I 1 I I I; I I I I I I I I I I 1 I_ q1 ' MIAMI•dADE MIAMI-DARE C�atrrazsr �� PGT Industries, Inc, PGT Industries, In+c. 10M FRODUCTCOINTROL SECTION PGT Industries, Inc. IM05 SW26 Sftve� Room268 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTAINCE: EVIDENCE SLBMtTTE.D D(EPARTIdEPff OF REGULATORY A" ECONOMC RESOURCES (RER) Mum, Farm 13175-2474 BOARD AND CODE AD TRATIONDMISION T(786)31f-2S90 F(7W315-250 NOA NOTICE OF ACCEPTANCE: EVIDENCESUB11ITTED D. QUA= ASSURANCE NOTICE OF ACCEPTANCE (_N0A) a rar.A%bM dadt.eaVecMQMT 1. Evidence submitted under previous A. DR.AINTiGS B. TESTS tid (continued) ) 1. Miami Dade Department of Regulatory and Economic Resources (R.ER)_ Industries, Inc. PGT 1070 Tschntdo&- I?AYt, 1- Manufactuzees die drawings and sections. 5_ Test report on 1 } Air Infiltration Test, per FBC, TAS 202-94 North Venice, FL 34275 (Submiffled tinder AAA. o. 11-0107 04) 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 E. MATER.IAL CERTIFICATION S SCONE: 2- Drawing No. MD-5570,0, titled "Vinyl Sliding Glass Door NOA W', sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice of Acceptance No. 1"- 528.14 issued to Vision Extrusion Limited fortheir ThisNOAis.beingissuedttndtrtheapplicablerutesandregulatirnsgovtmingtheuseofeonstrodionmaterials_TLe throe 21 of 21, by manufacturer, dated IOM5/15, with revision A dated Ph prepared S 4 Missile Test FBC, TAS 20194 } Impact F'� '`L�'li:ire Rigid PVC Exterior Extrusions for Windows and Doors. dated 08/13/15. documentahm submitted has been reviewed and accepted by Miami -Dade County RER -Product Co ft-ol Section to 04105/17, signed and sealed by A- Lym Nfiller, P.E. 5) Cyclic Wind Prue Loading per FBC, TAS 203-94 expiring on 09130Y19. be. used in MiamiDa&e Gusty and otherareas where allowed by the Au1hority Having huisdretiiaa ('AAJ)_ 6) Folced Entry Test, per FBC, TAS 202_94 2. Notice of Acceptance No.16-0920.09 issued to Vision Extrusion Limited for their ' XT This NOA shall notbe valid aflerthe expiration date stated below_ The Miami -Dade County Product Control Serum B. TESTS along with marked -up drawings and installation diagram ofviayl sliding glass door, prepared 10001 Tan 202 and lighter Shades (Nan -TWO) Rigid PAT Eaterkor Egtrtlsiolts for (In Miami Dade County) andlorthe AM (in areas other thanMiamiDade Cry) reserve the right to have this 1- Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 20244 by Fenestration Testing Lab, Inc., Test Report No- FTL &q9, dated 11signed and Windows and Doors", dated 12108r16. expiring on 12P-921- product ormaterial tested for quality assitrarcegtzrposes. If this product or material fail to perform in fhe accepted 2j Large Ivlissile Impact Test pas FBC, TAS 201-94 sealed by Idalmis. Ortega, P. E_ (Test repmt revised on 12104115 and. 02/11 /16) 1 Notice of Acceptance No_ 1."528.15 issued to Vision Extrusion Limited for their manner, the mamfimm will incurthe eapeaw of such testing and the AH7mayimmediately mroke, modify. or 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this with marked -up draw and installation din of 1 lass door. along ... p y $ � 2}Uniform Static Air Pressure Test_ FBC, TAS �02-94 windows and Doors", dated 08/13115_ expiring ot109.r`30(19_ acceptance, if it is determined byMiami-Dade CountyProduct Control Section that this product or material fa ils to by Fenestration Testing Lab, Inc._ Test Report No, F II.8717, dated 12,`073 5, sued and 3}Water Resistance Pest. FBC, TAS 242�94. 4. Notice of Acceptance No- 16-0712.02 issued to ENERGI Fenestration Solutions USA, meeet the requirements of the applicable building code_ This product is approved as descrii�edherein and been designed to comply with the Florida Building Code, sealed by ldalmt1 is Ortega, P_ E_ (rest report revised on 02 I56 and 02,'24116) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior' including the High Vel<xity Hurricane Zone-2, Test report on 1) Air Infiltration Test,. per FBC. TAS 202-94 5) Cyclic Wind Pressm Loadingper FBC, TAS 203-94 Extrusions for R�mdows and Doors" dated 09;15116_ expiring on 021042' 1 _ DESCRIPTI©I4: Series Hf�,{7{}1277t1�' �'in41 g Glass lioarr (Reinforced) Rfss-o 9ti° iSr 13.;° corner�L �4LI. ?) Uniform Static Air Pressure Test: per FBC, TAS 202-94 with marked -up and installation d of 1 slid s door, along PI' $s �1�� � 1� FreP�d 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, '� AFFROV:XI, DOCUW T: Drawing No. MD- 5570.0 ReR, titled "Vittyl Sliding GlassDoor NOA(11J)", sheets 3) Water Reese Test, per FBC, TAS 202794_ by Fenrstratiou Testing Lab_ Inc., Test Report No. FTL 8552, dated 1?/04115, signed and Inc for their 'Bronze and Lighter Shades of Cap Coated Rigid P 'C Exterior 1 through 21 of21, praparedbymatlgfaoWw_ dated 10/05/15 and last revised on 02/01/2L signed and sealed by 4) Large Missile Impact Test per FBC, TAS 2Ell-94 sealed by Idalmis Ortega, P. E. (Test report revised on 02/15.2016) Extrusions for Yiindow.s and Doors" dated 09/1546, expiring on 04/16/20 A_Lym1I1�Stllef,P_E_.laearingtleel+Miami-UadeCauatyProductControi Rer�sianstau4tw�rtFitheNotiueof 5) Cyclic Wind PresDl m Loading per FBC, TAS 203 94 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 6- Notice ofAcceptance No_ 16-0712.03 issued to ENERGI Fenestration Solutions USA, Acceptance number and expiration date by the Ivfami-Dade County Product Control Section- Forced Test, FBC,TAS 202-94 ' 2) Large Mrisde Impact Test per FBC, TAS 201-94 Rigid Inc.�ostheic`�'hite PT'C'ErteriorEily.Stonsfor �`iQdowsaltdDoors- dated i11TSSQ.E IMPAt"°I RATING.- Large and Small hGs5tle Impart Resistant gong with marked -up drawings and installation diagram ofvinyl sliding glass door, paepared 3) Cyclic Wind Presst€ur Loading per FBC_ TAS 203-94 F 08/10,17, expiring on 02128118. by Fenestration Testing Lab, Inc., Test Report No. FIT, 8546_ dated 11,0G115- signed and along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 7. Test reports No(s). I G-M-792(A), 10-06-MO527. 535753-09. per ASTME-84, Limitations: 1. See table 1 (sheets and table 2 (sheet Sji for applicable SGD unit sizes_ design pressures- reinforcements t)jm, sealed by Idalmis Ortega, P_ E. (Test report revised on 01 /04/16 and 02411'22016) by Fenestration Testing Lab. Inc., Teat Report No. FTL 6638 (sa WIes A-1 thru A-22), dated ASTUD 1929 and ASTIMD-635. issued by EXOVA to Vision Extrusion for cellulosic glass s sill rises see tables B-1 & B-2, sheets 7- and awhorla t sheets requir�e4tents in l I thru 16_ types, ( 3, Test on 1 Air Infiltration Test: FBC, TAS 202-94 ) T 11.19/10, signed and sealed by Jorge A Canso, P_ E_ (SubxritArd rr>'tder ND_# �r10.11- composite material 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) wrhAe Rigid PVC to be labeled per refaenoedNOA's requirenrmsts. 2 Uniform Static Air Pressure Test, FBC, TAS 202-44 } P� 3) Water Resistance Test, per FBC, TAS 202-94 0107. 04j 8 Test report on 1) Air Infihration Test, per FBC, TAS _M-94 r (Submitted tinder .1 a0! �! :Vo,11-0107 04) 8_ Notice ofAcceptance No.14-0916.11 issued to Sunray America., Inc. for their 3. Egress operable doers must comply with mix clear width orhege aper FBC regairement, as applicable 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "Sen.tryGlasI (Clear and N%Iko) Interlayer , otpirinlg on 07iO4/18. 4, Pocket wallss under separate approval. to be reviewedbyBudding, official 5) Cyclic Wind Pressume Loading per FBC, TAS 20394 3) Water Resistance Test, per FBC, TAS 202-94. 9. Notice ofAcceptance No.16-1117.01 issued to Kuraray America, Inc- for their L ABEI,r G: Eachunit shall bear a peananent label with the manu&aureesimanx or logo, city, state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large I4ftssile Impact Test per FBC, TAS 201-94 ' TrosifolR- Utltraclear, Clear and Color P7r7B Interlayers ', expiring on 07.0839. following statemeuL "Miami -Dade County Product Control Approt-md", noted herein- along with marked -up drawings and mstaliation diagram of vinyl siding glass door, prirp+ared 5) Cyclic %rid Pressure Loading per FBC, TAS 203-94 RENEWAL of this NOA shall be considered after a rene+,rm<1 application has bees fined and there has been no by Fenestration Testing Lab, Inc., Test Report No_ FTL 8_15-17. dated 12K15. signed and 6) Forced Entry Test. pler FBC, TAS 202-94 F. STATE-AIENTS change in the appliceblebuildingcodenegatively affecting the performance ofthis product. sealed by Idalmis Ortega, P_ E. (Test report mused on 02115i16) along withnlarked-W drawings and installation diagram of vinyl sli mg glass door, prepared 1. Statement letter of conformance with FBC-5&Edition (2014) and F BC.-6&Edition TERMINATION of this NOA-will occur after the expirationdate or if there hasbees a revision or change in 1he 4- Test report an 1) AirInfiltration Test. per FBC_ TAS 202-94 by Fenestration Testing Lab, Inc- Test Report No_ In 6337 (samples A-1 thru A-5),. dated (2017} issued by manufacturer, dated 08/14/17, signed & sealed. by Lynn Miller, PE_ materials, use, and/or mranufacttue afthe product osprocess_ Misuse of this NOA as an endorsemestt of any product 2) Uniform Static Air Pn msau'e Test, per FBC, TAS 202-94 12M/10, and sealed by Jorge_ Causo. P. E. Srrbr iffed under N0.# No. ( 2_ Statement meter ofnlo financial interest, dated 04/1&17- issued b manufachm, signed y for sales, advertising or any odwpurposes shall automaaiically terzminaie this NOA. Failure to comply with any 3) Water Resistance Test,. per FBC, TAS 20294 ll107. 09) &sealed by Lynn Millet: RE. section of this NOA shall be cause for termination and removalofNOA. 4) Ike Issue ImW Test per FBC- TAS 201-94 3- Letter of lab compliance, part of the above test reports. ADVERTISEMENT: The NOA nunimr prec eded by the words Miami -Da de County, Florida, and followed by the 5) Cyclic Wind Pressure Loading per FBC, TAS 203M C. CALCULATIONS ULAT IONS 4. RER. Test Proposal No-17-0387. dated 05r054 7. signed by Ishaq O3randa_ PE_ expirationdateffiaybedisplayedinadvvitisingbterature- IfanypoaiionoftheNOAisdisplayed, then it shall be 6) Forced Entry Test, per FBC, TAS 202-94 1_ Anchor verification calculations and structural withFBC-2{}14, �' c done is its entirety. withmarked drawings and installation of glass door_ -Bp � � � P� prepared by PGT: dated.l2.��09f`l5and ]art rn�ised oi102,r15>rlb, signed and sued by G. OTHER IN,SPECTION : A co of this entire NOA shall be provided to the user b the mamdachner or its disft*utors and copy pr y by Fenestration Testing Lab, Inc., Teri Report No. FTL 8�l8, dated 12E04�15, signed and AathvnyLMil6er, P.E. (Sub�rn`ierl trttdrr,'�'Q_#:'1'0.25-11i11.�i1). 1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries, for their Series tuspectian ) request uildimg shanbe at ailable for at the ob site at the of theB Ofi'icial_ sealed by Idatnlis Ortega, P_ E. (Test report revised on 01 iOC16 and 02111.E16). 2. Glazing Mies with ASTME-1300-09_ -5570/2770" 'Vinyl Sliding Glass Door (Reinforced) L.3`i L", on 04!14,"21 _ b ) - 8 This NOA revises & re oetss NOA # 2U-0 4?9.0{ and consists of this page l and e� idmce pages E-l. E-2, E-3, E-4 f t j �? r,.is r E-5 & E-6 as well as appr+orwl docnmeat mentioned above. I Chna PE. Ishaq ICha>l®, P E.ila Ishaq I. ClEasdaf PE. The submitted docunzenlation was reviewed by Ishaq I Clmluia, PE. Product Control trait Supervisor r� aptrsz Product Control t-nit S sot Product Coatrol'nit Super -visor NOA No, !1-0285A3 MAIN*. !1-0205.03 NflA NO. NOA No. Y1-0205A3 t�nr•twaoi Cottattr Ezpiratiaa Ds#et Aprill4, .0_6 ... Expiration Date: April 14, 2026 Expiration Date: April 14, 202ti Expiration Date: April 14, 2026 pi , Approral Date. -March 25, 2021 Approval Date: March. 25, 2021 Approval Date: tllarck 15, M1 Approval Date: Alarch 15,2021 Page 1 E -1 E -2 E -3 PGT Industries, Inc. CGI V indows and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EiTDEINCE SUB_ lITTED NOTICE OF ACCEPTANCE: NCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUB3iITTEII► 2. Evidence Submitted under previous submittal E. 3LATERLAI, CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quaneau Part Super.Spacer Standard complying with ASTM C518 Thermal Conductivity A. DRAUTNGS 0.881 BTU -inn/ hr_ #'t=-°F, ASTM F 1249 VMR Pass, ASIM D3985 ems. ASTM E A. DRAWINGS 1. Drawing No. DID-5570.0 Rev-B. titled "Vinyl Sliding Glass Door NOA (LW_. sheets 2190 I.G- Dumbility--No Fog -Pass. (SubmNed under pretious .MOA .Yo.15-0409.05) I. Dravf.=ink No- AID-5570.0 Rev B, titled `Vinyl Sliding Mass Door NOA aW, sheets 1 1 through 21 of 21, prepared by manufacturer, dated 10,,05115 and last revised on through 21 of 21. prepared by manufactureer, dated 10.05/15 and last n -ised on 02/0112 L 0402120, signed and sealed by A_ Lynn Miller, PE_ 6. Quanex. Part Duraseal complyittg with ASTM C518 liremoal Conductivity 2.22 BTU-ini '9MR-Pass, sigma and sealed by A_ Lynn Miller, P.E. hr. fF-T•; ASTM F 1249 ASTM D 1434 Argon P oe-Pass, ASTM E Nate: This revision consists replacement of same existing installation screw with flat head_ B. TESTS 2189 I.G.Durability-No No F ASTM E 546 Dew Point D 20°F in 48 hrs. �' - 1. Test reports on: 1) Air Infiltrawn. Test, per FBC. TAS 202-94 (&ibmitted under NO_ .Mo.15-0409.05). 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 7- Vision Extrusions, Ltd- Parts complying with. PVC AAMA 303-13, Voluntary Specification B. TESTS 3) Water Resistance Test. per FBC, TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd--VEX-1 by 1. None. 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Profile Certification Program (Submitted under IVO_4 No. 15- C. CALCULATIONS 5) Cyclic Wind Prime L,oaaiingper FBC, TAS 203-94 0409.05) 1_ Nonce along with manned -up drawings and installation diagram of all PGT Industries, Inc. 8- Vision Extrusions, Ltd_ Parts complying with IYVC-.kA_Kk 303-13. repwse native units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones. (Subnt iffed under NOA No. 15-0409.05) prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 9_ PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (FVC) Exterior D. Q1LT4 Xr ASSURANCE FTL-7897, PGT PW5520 PVC Fixed Window (ice 6 in proposal), dated 09!03i 14 Pmfiles for Vision F.xtrumons, Ltd_ -v EX-1 by AAMA Fenestratm Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources (RER). FTL-20-2107.1, PGT SGD780 Alumrrmm Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program- 2107.2, PGT CA740 AkmL OuWxing Cast Window (unit 8 in prowl) FIL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA,. Inc. for E. KkTERIAL tC'El TIRCATIONS 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their Tan 3040 & light shade (non -white) UVO Rigid PVC Exterior Extrusions for 1 Notice of Acceptance No.19-0!305A2 issued to Kararar• America, Inc. fortheir PGT PW7620A Aluminum. Fixed Window (unfit 10 in proposal) dated 07/13120, all signed W, indows and Doors", expiring on 02/04/21. "Trosifol8 LTltraclear, Clear, and Color PZB Glass Interlayer,s-, expiring on 07/0&n.4_ and sealed by Idalmis Ortega. P.E. 11 Notice of Acceptance No. 18-01'_Z7.02 issued to Energi Fenestration Solution, USA, Inc, for -7. Notice of Acceptance' No.17-0808.02 issued toKuraray America, Inc. fat their their series -White Rigid PVC Exterior Extrusions for Windows and Doors", expiring eon "SentrTGlastt (Clear and White) Glass Interlsy°ers", e q iring on 07/04-23. C. CALCULATIONS 02,28123. 3_ Notice ofAcceptance No.18-1106.10 issued to VisionExtrusions Limited for their ` Brown 1. Anchor verdication calculations and structural analysis- complying with FBC 7& 12_ Notice of Acceptance No_ 20-0203.03 rued to Energi Fenestration Solution, USA, Inc. four Coated (Painted or Laminated) N%Ike Rigid PVC Exterior Extrusions for Windows Edition (2020), dated 04/122/20, prepared by manufacturer, signed and sealed by their Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors", expiring on 0913024. Anthony Lyfm i1fnller, P_E_ i3 endows and Doors". expiring on 0416 ?5. 4_ Notice ofAcceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series 2. Glazing complies with ASTM E 1300-04, -09. -12 and -16. "VE 1000 Tan 202 and lighter shades (i+inn- 'rite) Rigid Cellular P%- C Exterior D. QU, ALITY ASSUTRA_'tiCE F. STATEINiENTS Extrusions for Windows and Doors", expiring on 1129111. Miami -Dade Dot of Regulatory and Economic Resources (RER). i. Statement letter of conformance to FBC T& Edition (2020), dated 0412220, issued by manufactu rm signed and sealed by Anthony Lynn Miller, P.E. F. STATEAEENTS E. M. ATERLsiL GERTWICATIONS 2, Statement letter of no financial interest and of independent. issued by manuufaMm. dated 1_ Statement letter of conformance to FBC 7& Edition (2020), dated 02,01,21, issued by I- Notice of Acceptance No_ 19-0301-+.02 issued to Kurarar America, Inc. for their 04/18CO, signed and sealed by Anthony Lynn Muller- P.E. mantlfacttaw, signed and sealed by Anthony Lynn Miller. P_E. "TrosifolS LTlhaclear, Clear, and Color PiB Glass Interlayers, expiring on 3. Prihra€e Labeling Agreement document between PGT. dated 03, Oi15 and signed by all 2_ Private Labeling Aft dated 03/08M between PGT Industries. Inc. and CGI 07/08124_ inimlved patties Windows and Doors Inc., signed by Dean Ni Ruadc, P.E., V.P. Engineering, on behalf of 2. Notice of Acceptance No.17-0803.02 issued to Kuraray America, Inc. for their both companies. "SontryGGlast (Clear and White) Glass Interlayc+rs". expititlg on 07t04i23. G. OTHERS 3- Notice of Acceptance No. 18-1106.10 issued to Vinson Extrusions Limited for their 1- This NOA revises NOA## 17-0420.06 (PV"Tw/CGI) and updates toFBC2020 (7'Edition), G. OTHERS "Brown Coshed (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 04121I21_ 1_ This NOA revises & renews *-NO.2€1-0429.05. RLA w/CGI), expiring 041140-6. for Windows and Doors". expii* on 09,13024. 2- RER Test proposals #19-1155 dated 0U10,'20 approved by Ishaq I_ Chanda, PE, expiring 2. The current associated PLA CGI file. 21-0205.01, eq&ing 0411+26. 4. Notice of Acceptance No. i8-1106.11 issued to Vision Extrusion Limited for' their 0411421. series "VE 1000 Tan 202 and lighter shades ( on-3t'hite) Rigid Cellular "PVC , L � ,� � � , 15, t `" 1 ' 4 Exterior Eatrnsians for Vilmdows and Doors _ expiring on 12�-9/21 _ 1 � 1 �; n i 7 `- O.A, I Ishaq L Chauda, P.E. Ishaq I. Chaada, P.E. Ishaq I. Chanda, P.E. Product Control Unk supervisor Product Control 'Uz& Supervisor Product Control [;nit Saperri,or NOA No. 21-0205.03 NCA No. 21-0205.03 NOA NO. 21-0205.03 Expiration Daft: April 14,7026 EapsratioDate: April14,._6 EapiradonDate: April 14,:026 Approval Date: Marcia US, 2021 Approval Date: March 2a, :0:1 Approval Date: march a, 2021 E -5 E -6 E -4 i (/) (a L_ U � N N CL O O c M C/) N c O C)" o a) CU c _ LL. _CU O > .(n -0 O t_ M ca- a Z Z W J rr 1j � O N t- { c f X J- CL d - ,_ E c Q_ cis < 0 0 ¢� 0W E C� O r` O tL Q O r` U m f— O L w� Z J Z Q J SHEET NO. PA 1 a3 I I II I. 11 .. _ II III, I NI ! 11 - -- I wl A 1, -- - LI / I 1 1 _t-L I I _ -I-_ _ I . -- III I - - ,- , ! -- - ( I 1 I 1_ I I 1111111111 I I F' J ILI ECO INc. TILLIT TESTING A ENGINEERING COMPANY WAT TFR A. TILLrT, JR., P.E. tillcl� l.cOm YLPY. IIIfin.CO' R C A. U.-N,I. DW6719 Fa.T*1e11111d:kM1IkIT_,%11e1;1; -e- REPORT III 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUBCATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Gimbal Protection Products 4800 S.W. 51 Street Davie, Florida33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Wafter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Cate. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENL(.P.E.D.I: Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PAIII sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part orl�l� is Evaluation Report, a�`A``�(a A, Tj(IAAA'Ar� r?��.....tCENSF/T✓ -� N0. *4167 sr 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - PRODUCT EV1AjLUA1ION REPOR-I' NO. 20-072R_QI 2 2.2. TESTNI PORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-669 dated 08/0911996, #96-570 dated 0911811996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E_, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2000, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.—S"VCTURAL ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by TTlteco, Inc., dated 11/03/08 and 03/12/15. signed and sealed by Walter A. Tiilit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176, 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. AAAIINI1fMfgA' aa�Q •'•t\CENse _ sS �� ,-__ * i*_= 7- STATE OF * o` •*,flc'•.F10RID A•-�r�S�` ""AffS/ION AL o` ANNnI1NINl: PROD IE°r`'PN :.UATEON REPORT NO. 20.8728.01 3 B. MATERIAL CHARACTERISTIC$AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, 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 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 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr„ P,E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteoo, Inc. (Florida CA-0006719), 0410nrNNNrp `,,,%�k Nrj(C/pJ�� C ,,-=� _. 44167 %-��1'Y? ?� -, STATE OF ..� I 7 11 Z00A"•., loRD ."••�`•, y�,: L..N�9 ;'i'A�`ArilNIIIIICI1%,", VVATILL Dd TILTECO ADMON RECORDS i P. E. REPOR'C20 LGLOBAL PROTECTION PRODUCTS, LLC I20 GAGE GALVANIZED STEEL STORM PANEL\ ORM * M1781 REPORT # 20-0728.01 /I 1 L1 ECO iNc- TILLR TESTING S ENGINEERING COMPANY WALTERA. TILLIT JILP.E. nlt wod6ol.comPRODUCT EVALUATION REPORT FELi-No44L67 t,&LLom.N.,)M'I4 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Waiter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 10 of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1, PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 20-175, titled'24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an inteY$AyPItUlMt+f ltK7jff Is Evaluation Report. K +�+ ., �`f�i3r3zNi167 ✓I. 9,l - s=.•.. STATE OF 'r "I,�X� I F1 OR 10' •-.0� 6355 N.W. 36th Street, Suite 305, MiataL Florida 33166 - Phone: (305) 871-N;&', @tpO, %, di -I ApNN,NPHIIIH PRODUC r h7YA1.CATT0N RTYUMT NO. 20-0717.02 2 2.1 TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P,E. and Report No. 0219.01-09, dated February 25, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loading s per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. OGM-198 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 per CIC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2 3 STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiltsoo, Inc., dated 12/1 8/1 0 and 08/27/13 (for this revision), signed and sealed by Walter A Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18. of Product Evaluation Document (P.E,D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 0IIIIIIN NF4R A, r'- yCNs;x — y -- 67 7/'2 7f- - #0 *' ' _-". STATE F 2i % Z';F FCORO' .\;ems, ,,,''isS1QN AL �•�Ci`� PROD CI RVAL )ATIO'N RFLP_ORT NQ 2a-0727A2 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 18 and 18 of 1 S. of Product Evaluation Document (P.E.D.), drawing No. 20.175. $. MATERiAAALCHARACTERISTICS AND SPECIFICATIONS' Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No, 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDITIONS OF USE• 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Code, 7.3_ Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteoo, Inc. (Florida CA-0006719). WAT)LL D:L TILTECO ADMON RECORDS I F GALVANIZED STEEL STORM PANEL 1 -6-0 N N r_ U) N Cu a) -/-A U N L- 0 _0 0 a) c C- ca-0I� . CM U4.,U) CD -0 U CTS (n c O -2� W 3: C 0 M LL 0 > .- U) _0 0 Q - -0 o .= M U) t� Q Q Z Z W J 2MERAL NOTES: e3) INCASE T1AT PRECAST STOE, oR PREUSi CONCRETE PAE 5, S1UCW oR woW BOARDS of FOUND ON HE COMPONENTS FOR REGULAR dt LIFE SAFETY STORM PANELS SCALE 1/2-I� 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, naen a1Y m aABE Llhl s !I 9WIIB.9] EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE REND® SUCH PANELS. IW/10. 2W/10, 3W/10, 4W/10, 6/5 1 STORY PANEL SHOWN ON . PRODUCT EVALUATION DOCUMENT (P1O.) HAS BEEN VERIFIED FOR COWLANCE IN ANCHORAGE SHALL BE AS MENTIONED IN BA) AND N EL2). _.. - 15.1"- (TOTAL WIDTH) ---- - --- ---- -- - - - - -_ .- _. __ - - __ 15.1 N- (TOTAL Wor"H-.-_._---____ 5W/10. GW/11 A 7W/11 ACCORDANCE WITH THE 7020 (FIN EDITION) OF THE FLORIDA WILDING CODE (C) TO EXISTING !MN- SPECF,O [ a,ATY r- - 0.55 MM •: 12.500" (EFFECTIVE MOTH)_ __-..- . - 1/4: TAPCON ANCHORS. AS MANUFACTURED BY ITW'. SUR.DEX, INC. _ __ __.- _ - _.- -. - _.__. __ .. _ Y MIAX ANCHORS: FOR CONCRETE SFE SCHEDULE ON MEETS 6 d 9_ 3" IAA_ T. - .\ , I`- .__._"___...6.230'_-.__ ___.---- -1' NMI.'...__. __..- FOR WOW SEE SECTIONS ON SHEETS 10 d 11 -I' WIN. - FOR WIND LOADS SFMLL BE OETERMNED AS PER SECTION 16200E THE ABOVE MENTIONED CODE, /H4-t0 PANELAAIE FEMALE O AND PANELYATE PLUS ANCHORS. AS MANUFACTURED BY ELCO WNSTRl1CT10N PRODUCTS _ / ' _ -- _ - _ -',. FORA WID SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS 'RILL BE INSTALLED AND y - I • .•\,5W \30O• FOR A DMIECTIONAJ(Y FACTOR Kd-0.65. USING ASCE 7-10 AND SNMLL NOT EXCEED THE MAXIMUM (ASD.) _ 7 18'e 3 8" WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. BOLT d SPECIALTY CO ' 3• -7 - 1.�(1. Y� '.... 1.330`--•. .'\. 0.078` Lw1 iNClt -1 35p -�!� 6 O - O 6 t/.: LAG SCREWS PER N.D.S. 3S0' DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 1M61 12. 14, 19, 15, 19 d 20 - / / , _ _ _ _ C-:- N ORDER 10 VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WMD LOADS DETERYMFD PER ASCE 7 ,6 i• ' I r J{ i - A-8S7 GALVANIZED STEEL ) i 11 ^ D. M., O. O. i�+® i -i _T__7--T- 7-7- r-`r--r . r' --r -r--` - - --1- ___1_ , -I I '-, , I _. _ _ T i C.1) MNWUM TiWFJDED PENETRATION INTO WOOD OF TAPCON ANCH10115 SHALL SE 1 f/2' AND 7' FOR ELCO PANFIMA7E PLUS y\y, SHALL BE FIST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEY By 0.6 IN ORDER TO AND PANELYKE FEMALE O. �, 0.038' YN. I/NCHI HEIIIIED,r ,- GRADE 50 yy�-y' *O_ - T COMPARE YHE5E W/ MAX. (ASO) DESIGN PRESSURE RATINGS NOICATED ON SHEETS 7 TRRU 12. 14. 15. 16. 19 a 20. /i 1 - � 2.657• 0.036. ZFD STEEL EDGE / 1 -4 2B57' C-So OAIV. EWW \ / 4 ' i C.2) YMSMIIM THREADED PENETRATION OF NAG SCREW. INTO ME WOW FRAME UNIT SHALL I I/2'. NO iNMEAO® 2.000• .2 D'!• / ,EMmm TYP. A57Y A-9j3 \ T - 2.000- _Z4,-, , �' \•% ®' IN ORDER TO VERIFY THAT ANCHORS ON THIS PE.D. AS TESTED WERE HOT OVER STRESSED, A 332 INCREASE IN ALLOWABLE PENETRATION MITO STUCCO SHALL SE CONSIDERED AS PART OF THE RECURRED THRFA= PENETRATION. _. EDGE GRADE 50 IwYrl CRAM A_S ORAL Al� I I STRESS FOR WIND LOADS WAS fla USED N TER ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERIAWD IN 0-10 GALV. �' ACCORDANCE WITH N.D.S. 2018. C.3) MNIUM EDGE DISTANCE OF LAC SCREWS. INTO WOW 94ALL BE AS IN01CAlED IN THIS DRAWING L '� ♦ �'B�_ _ _ *60 � ! A 1 L 1Ii STORM PANEL'S ADEO{AA.Y FOR WP/CT AND WIND RES,STANCE HNLS BEER VERFiED N ACCORDANCE WIfHH SECTION 1628 OF _.. ____ _ _ _ _ _. _ 7 LL� , ) I __-.. I - 1.- I ' 1 _. - _. LTHE ABOVE MENTIONED CODE AS PER HURRICAE ENCI EERMG d TESTING INC. REPORTS 96-559. 96-570 d 96-730 AND C.4) MMIUM PENETRATION OF WOOD BUSHING SHALL BE 5/8'1/4' .-20 SCREWS USED SHALL BE 1 1/2' LONG 1MRIIVM 1.350• I.3So`-t.]SO- 'A.- I __ �� - _ FENESTRATION TES1It1C. LAB. INC., REPORTS /2032 r /2126 AS PROTOCOLS TAS-20,, TAS-202 ANO TAS-203 SHOULD STUCCO EXIST, AND 1• MHNHIUTA FOR WALLS WITH Nb SfUCOQ. - _. _.._-$.250' - AS WELL AS AMEREAN TEST NAB OF SOUTH FLORIDA. REPORT /02/8.01-09, AS PER TAS 201, TAS 202 AND .. -_. _ - _ TAS WELL AS AMERD5. C 5) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTNO ® STORM PANEL © END STORY PANEL �- - T - 1 T I I 1--- 1 T i �`;� •• i 2. ALL ALUMINUM EXTRUSIONS TO BE 6053-T6 ALLOY Rib 11]HPfR. UNLESS OTHERWISE NOTED). SEE SHEET 2. WALL ANCHORS SHALL SE LAND ENOUGH TO REACH THE YARN 57RUCRME BENMD SUCH PANELS. 2. 167'-- _- {i } 1-1 -Ool f ) ANCHORAGE SHALL BE AS IIENTONED IN CA). C.2) A C.4) i 1'-.,_ So- ( _ __ �_1.-_ { � Y' { T� �-_..i ..-� �'I- � -�i` v C 3 ALL ALUNUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 A10'Y. E _ _ .____....... I}I I I �I���� ^, - • (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER .250' � - 2.157"� - I ' I I ( _ _ _ -� _ _ _ _ _ 1 � ` 4 N1 STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A-653 GRADE SO WNMVY, G-60 PAAEIS £AD LR'• .1W' R O , - 750'N e 10 ANbIE a 1 ((SEE SECTIONS AS • �. I I BOLTED PANELS W/i - 1/N-20.1' I , 1� O N .125' _ 1 4Y 2a. /4 *-30. .125' GALVANIZED STEEL DESIONAMIN W/FY- 58 5 ,m (AFTER ROLLED). 8. PANELS MAY ALSO EE INSTALLED HORIZONTALLY FOLLOWING NSTNIAIKN DETAILS SHOWN ON SECTION 3 THROUGH 10 (SERIES • W/ wAewv EDGE, 1 .1 W t.250• '�� - _ 1.125' SNAES ]01 � -• ,.750•�- (UNBOLTED PANELS 1 THROUGH 6) EXCEPT THAT /RADERS M A ® SHALL NOT BE LIED. 1 - 5.8. STUD RATED 9. R SHALL BE THE RES'ONSBafTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF TE STRUCTURE WERE SHUTTER IS TO BE - iJ` 2 /2• aC I . ( ) _,� 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AG SU03 OR CORROSION RESISTANT COATED CARD04 STEEL AS PER _ ��' I R a ' I �( 112 1� Q � I , APPLICABLE) I I WISE IONS A5/App(1CABIlE3/72• NGNVTS 0 EA, OVERLAP C,,.� ) `�`a'� ON 5001E W/ 50 "I YIELD STRENGTH AND 90 Fa TENSILE STRENCiH a SHALL COMPLY W/ FLORIDA BUILDING CODE ATTACHED TO 04StME PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOW FRAME ,I �0D8• .100 .1 I _ I _.( �.. L '. I I j-._.L.�- 1 .:J_EE i 1 ICAB i Q f �, 3.375' 1.500" I 1.SDD' I- ,.L_ ,-- _._-1_._ SECTION 2at,.J.3.4. .093' .W3' 2.125' 2.OW' _ _._ _ 1. Y _.� T.__ ' __FI ___r...BUI.OI+GS. `6. BOL15 TO SE ASTM A -SOT f.ALVAwZEp STEEL. OR NISI 304 SERIES STANN_ESS STEEL WITH 36 Mai MNNUN MELD \ ^ STRENCTN. 10. EACH REGULAR STONI PMEL WTHH LENGTHS OVER 6'-8 TH.HOUOI 12'-4', AS PER SECTION$ B, 8. 9 d 10 AND A.TERNATNES BW."D.250" 2.125' .09Y1 OCTMI 1 123•i L.12S_ . ORAL t _. _ 1 /�; SHALL HAVE A LEGIBLE AND Y VISIBLE NG NSYINUCTAK; OWNER OR (A) TO T:O BE A POURED CONCRETE 1 t TIE IIDED 9fTTHE C RISDICTIN WHET SE PERMIT ISYN�S�{UTM7ER COYPONEM EDCR E�LW49CN REAWk IN WNTINOUS CONVCT MTM �� 1 =�. _�51 .�' 775•' .. ..5' Yaa.- _ -) 1 �...._ .939'9JB' I StI I .. iIi1LI �1I., : I 1 - i - 1 - EI I � t" lJ- ] ANCHORS 70 WALL SHALL SE A5 FOLLOWS 1�, • - - ,/ L. 1125' 9 ION S TO .16 I I- - 1/4 A TAPCON ANCHORS AS MANUFACTURED BY IT.W. SLIT It. INC. (Min. Fc-3192 P.*,L) TE BUILDING TO PREVENT WIND/RAN IN1R11510N. (� ftel d '3r _ ` I I `-; ISOMETRIC VIEW DETAIL A L- SC I.-_.2.000' - I/.-.. 7/8- CALd-IN ANCHORS. AS MANUFACTURED BY DEWALT 1Nc (MIN. r'c.30pp P..i) (� 20W - - i ' 1 (.`• - -. t /4•• . J/4• SOLID -SET ANCHORS, AS DISTRIBUTED ♦A ALL FONT ScaEw, BOLT a SPECIALTY CO. 12 STORM PANEL INSTALLATION SHALL COLDLY WITH SPECS NpCATED N THIS DRAWING PLUS ANY BUILDING AND ZONNG REGULATIONS ROUNDED CORNER a ENDS OF PANEL'S fL9L pA D.M..®.®, 0.+� - -- --- 0 - --, '1-i -- --+---� O -- -- �O - - --1 -- .� - wi I O C_ V \r' PROVIDED BY THE JURISDICTION WHERE PERMIT 6 APPLIED 70 ) O O • ^ ' 1 r - 1) 1! (14-.. rc-MOOD PTE F END Lw w( T.S) EDGE. O "he HEADER ( 'U' HEADER © ANGLE © ANGLE WITH STUD ® (CAp71 -. /14-10 33aO pE FEMALE D a PANELWTE PLUS ANCHORS. AS MAAIFALTURED BY ELCO CONSTRUCTION PRODUCTS 13. (a) THIS PRODUCT EVALW7ION DOCUMENT (PLED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROACE INFORWATON (N.T.S 4 + 6 4 6 F (YIN. Fc-SSSo RP A FOR A SITE SPECF,C PROJECT. L•. WNERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. REVERSE STUD _ 3. MAX _ 1/4, 2/4. 3/4, 4/4, 5/5. 7/5, 3. la •._.. � ,+:r . - 1/4: Cf TAP-GRW A/NCMORS, AS MANUFACTURED BY TRU-FAST cORPORATON (1'c-SSW PaI.L) ( � VANES - IIJ SEE DET. iW/10, 2W/10. 3W/10, 4W/10. _ _ (6) BASED CONTRACTOR T TO SE REPROVIDED FOR THE ES NOT N.D MATE MO AND NONDIIONS ETILED LIFE SMOG E THIS PRODUCT 6/5 A.1) MINIMUM EYBEDMENI OF TAPCON ANCHORS INFO POURED CONCRETE SMALL BE , 3/4': 2• FOR PAIELIA7E FEMAE RASED W THIS PE.D. PROVIDED I/l4 i 2/f♦ 374 - t- NE//STE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON iNNS DOCUMENT E---) a. .374' -,. .., SW/10, BW/11 d( 7W/11 fJ . ,� .. IO AND PANEMALTE PLUS AND 1 1/4• FOR CF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY I. -. (}BOP -�F PAAEL IW tY 1 _ ( _ ( Z-4 _ -1.-- _..5._1.) 1/4Y-20 304 SERRS ANCHORS: FOR CONCRE(T SEE SC4IEWLE ON SHEETS B d 9.___. _ ��STOP. TOP fDCE ' ON• 7.- J10"A2) CAUL -IN a SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE POURED CONCRETE. NO EMBEIRAEM INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONISIDERED MNAUD IF MODnM -__ 1. f-T70'.656" 1-'1 •'9.5. ShA RNETED TO _-.___-_.....-Frill WOOD SEE sicnoNs ON SHEETS 10 d 1T f. � M(- I (STUCCO9(ALL BE PERMTT® t 4' w- 1.4071.N3' 375• .3N R i.... 8M' ANGLE a 12 1/2' OC. �� 1�/ 20 SCREWS USED SHALL BE 1 1/2' LONG MNI MUM SHOULD STUCCO MST, 625'-NO 1' MINIMUM FOR WALLS WITH NO STUCCO. AID MAY SE HEADED SCRM OR ALL MRFADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED Bf A FLOIDA REGISTERED ENGIEER OR ARCHITECT WHICH WILL BECOME THE _._..Jf- - i671' 1 .)1.67,• \ H v✓ -.QBUT WTHH WING NUNS. ENGINEER OF RECORD (E.O.R.) FOR ME PROJECT AND WHIO WILL RE RESPONSIBLE FOR THE L. ( -3N• \ - . - .O87' : 1.343' I.09 1.500' - . > Q oROPER USE OF THE P.EO. ENGINEER a RECORD. ACTING AS A DELEGATED flNGMEpN TO THE 5/tYA A _ )3, ).1.015• 750' REGULAR STORM PANELS ELEVATION y ,A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOW BOARDS BE FOUND ON THE .E.O ENGINEER, SHALL SIIBIITT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, 311A - _ i (__.1 -- - .11. L... 1 I liffill1 a EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SLKH MOT PANEL OVERLAP I 1.9 .OM' N O64` _ _. _... - H.T.S. �'�' PANELS ANCHORAGE SHALL RE AS MENTIONED IN Al) AND W A2). (e) THIS PTO SHALL SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL 2.OW � ; M ENGINEER DA RECORD THAT PREPARED IT. .625: '-(IYP.) 7.000- 0 NEY HOLE WASHER v T (8) IO FXISTAIG GONG= _ DOCK wN� /y_ C-90: 14. SHUTTER MAll1FACNRER'S LABEL SALT BE LOCATED ON A READILY VISIBLE LOCATION AT 5TI7R11 " " 1/4' Y„a. GAP - 1/s / rAPCO1 ANCHORS As MANUFACTURED BY T w B I Do . INC -LOST' © 'F' TRACK ANGLE ® 3/e F' TRACK ® FLAT PLATED �� i 1 t . 7' � PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE tABa 2.8T' )... 1/4• R . 7/8' CAN-N ANCHORS, AS MANUFACTURED BY DEWALT INC (MIN. M•c-15W ,,.!) SHALL BE PLACED FOR EVERY OPENING- LABELING TO COMPLY WITH SECTION 170992 OF THE O.Dm- (YIN) _-.094• HMISMD (ITN. O.E.XAP -1 Wrg1E VALLM C - r.- C I/4's X ]/4" SOUO-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT d SPECIALTY CO. FLORIDA BUALDNG CODE GALVANIZED STEEL y344.1 NAI -- --.- 4 (MN, Fc-LBW D a i.) THUS DRAWING 514LLL ONLY BE USED 7D ,s LDrti &::�13'0 _- 1 a ��.(�R TdL(/l Ct3 O Q - /11 t0 PANCI.MATE FEMAE D AND PANELMAIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION I V.•••••••••••,, ✓Q PRODUCTS (MN 1'c-2071 P..U.) "WAVfil1 OBTAIN PERMITS N 71E STATE OF fLLVO/A (.. N3• 3P: v,CENS�.''•;S 1 ..F.� < () I /4- / OF TAP-CPoP ANCHORS. AS MANUFACTURED D' NU -FAST CORPORATION . �t;A A. TI[ .375•* .675: - = 1/4• A111 ,. t-' i... V t -- " 4l FLORIDAtJUftDiNG CODE(High Vebc) N. an* zone , -- L. z T : Np. 44167 MAX.G" DER p:...., , s 0- W 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMAIES AND OF TM -GRIP ANCHOR. INTO THE �D3". - S •T* > y BLOCK UN" %ALL BE 1 1/4•. - ... o MTM M Fr. .__ _- 1 f E * i. * FLORIDA BUILDING CODE (High h VNoeI Hurricane Zone yY. EN • � FLORIDA BUILDING CODE (High VelocityNu one Zone 20 GAGE GALVANIZED STEEL STORM PANEL 11P. eOTiOM �`45 �• 8.2) CALX-N a SOLID -SET ANCHORS SWILL BE EMBEDDED 7/8• INTO THE CONCRETE BLOCK UNIT NO - NO. 4 167 z ow.+ IR - .063- ,,,,' NICKEL -f(1DE TF PANEL = STATE O •� .Nero nUTHO, INC FA 2 oA3/ RIB'S. W. Fl. n L�AMIwIAcE ! MA NwN er a . N 44167 DRAWN M: 1 i 23_ - PLATED wuNc NOT - 11 � 20 GAGE GALVANIZED STEEL 510RM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL INTO STUCCO SHALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL RE I 1/2- LONG MAXMUM SHOUI�OCCO --' °l° ._ 1 _IBIS" X. [O .• �a `- n '* s: EXIST, MO I• MINIMUM FOR WALLS WITH NO STUCCO. _ `.•=JGLOBAL PROTECTION PRODUCTS, LLC. y,n;--...2.oW._ - KEY HOLE -1 = STA ' IL E C O tee ® F' _� a Dn9nM6 SECTION A -Az * : '1ST i D/M/9Ms .� . OF ; F- .®Paw I, mEn �. AT PANEL S % -� GLOBAL PROTECTION PRODUCTS, U.C.OA[ GLOBAL PROTTECTKIN PRODUCTS. LTC. Sat: �O4`."I P r-V-Le7 IA_­____I`­ RO"!IW)OWIE. _13AN (W)eM-DI> 20-)76 w w -T �`'"AA 11 IL ECOENe. N.T.S. ATEi IL ECOINC. -I. (• OR D ...: i+ao`..P-,R• NRR .H_.M, ® 2 X7. X1/4' u,�� e� .Sa61<W. 51 sNxT '�3'•., • MO!, 5, 31 h S•''••. .�,- PAWMC- ALTERNTNELY, USE WHO NIT W/OUT d"% y- , li(% r N:a U' AW n. w,4 20-f 76 ", O ORl`i .'• -� r OWN. n. 333,4 yw, N/DNA E N4 OIL : a'A TO 12 P.E w P-.a '�� ALUMINUM ANGLE Ma4amIC wLV ER w/ Aogt Owl / ar w_ .Z WIwA Am K b,Y Na c (IuAM-15Ri, /W: (wi4MM- N7 9 .0 P. MR, i - MA - IN�a R - n aG (M4„ WI OAe, r- (.)Mw-Rn] 20-176 Ir.,Lan O,-aa. ..faQ ,N-,w, 4.1,�AC •••• „--DAM .H_„a.N.,taO T-,4q 01110, r 1wrL7 I W 2s - 7/6:J,3Y IW,Y+6A (siAMUFY A G-6006)19 wPAw AH �i/ KY -yp.,sS A N Fw-0M6I11/ �rlw s.a M,wWG Ic STUD. OR NICKEL PLATED S,TSL). AL WAIVORANWI OE WATER A RAF L. P.E. ,T- - MER 2 "N TI d'W wKTLR A NUR a.. P.L O.r- - i4T 3 N M INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR PANELSQ CONCRETE OR CONCRETE dt a BLOCK STRUCTURES COHorm moon (SEE solam" ON CONCRETE ANCHORS ME,S a TWAG. 9) CDIIOE7E ANCHORS (� SCIeDIeL OH SH[E73 a TNIOIw CONCRETE ANfSHOq `h /� (NE srA,muE IIN� (SEE saEaAE ON WNICRETE \ \ �v fT[ETS a THROUGH f) \\ 1 \ IXIS1wO POURED -SHEETS colEu?e mEowNt\�`,, a TNIROUGH N Hw.A 1J.'Ts s \ ,/2_. 1• `n* _--i N is (� %y J1/4. y f{�' �7 ••a n (E_= i ns _RAG _ POLAND �. CONCRETE IEA. 1.1 I i 1- ---1 ; ; DAL e �.� • __1 ,'EXISTING S E.D. //��ri".., W rw _,. 2 E105TNDPOURED COHCIETE REQUIRED 11 I i -NI \\ 5 .A\ ' ::.fit // 1 a I 1 1 - I sg fae91AE I J M 1Pf1T a 1 m. m'N I 1 _NaiaR.e I I i tE tn' a4 1 04 t,Y 6e. 'y3 1 w> 9 -11IA 1. i 1q$y i j 1 I a 5a 1lom- 1 it I'-ra _ __ - -( rl�iB1(l�MiO i'W' rt1IMOI,ION- Ot bat 1 Po r -, j 1 1 •� 1 j tI, 1 1 1 � 70 OIi I Lassa J ' AI'8f - I 9 1 1 WI F 1 � ; I 0 I I �/7�) 1 1 0 1 1 6 O I I I I 1 I T-7,, 1 1 '. 1 I -- �1 0 IF I Vona• o. i .3/�- 7�Vlo/e•4MX• p E. O She,'mn�e 12 ,n' ac. EO �� r rw ,{-= POURED_ ED. 1 �� i CONCRIVOLRETE 'i CCONCRETE ONCRETE .1 f I - I EI0STMK3 POIRRfQ.. I EwsTIMc , ) �. 1 r BLOCK I � mole i R _ .._ COI BLOCK - CONCREQUIREED. ----"� ', 1;t�i., H2 tn' O.c r CONCRETE BLOCK CONCRETE .r J939 I !1 iPOlRE11 '}� :-t• MST. 1• Nil. (. - --. CONCRETE -13/1 �` REQUIRED. SGIi1 to 't'O11'a 1 Y SOTS MMMMM`YYYY111fff� .. 7 wNOETE AICIOIlS STAB W/ 91UD 14 fr•. M 7 c-A O 00MC AN15g16 (SIX SOCKIE ON - .0. g011ClETE ANGgR% (WEE sOCKU ON \.: - a n� COKOEIE +'EILt•gR5 �/�f (SNE SdFaAE ON- I - WS. i as S ON :Nail$ 6 DWALCI 9) wean a Twouc..) SR= a THRoaN 9) wSEE a TNBouCN ej SCALE 3/9-1• WAE 3/8-1- SCALE 3/6-1" SCALE 3/6-1- I -t_ - - - ) 1 ' 1 EO. - EDGE DISTANCE - I 1 (SEE SCHEDULE ON SHEETS B d B) am s'M'OIII 1 m HWAM I a I 1 i. - - ,RP e [! j _ t�rE FOR NATION OF SECTIONS: I i 12 t/tpo e G"c i r y AtN11A TOP d eOTTON MOUNTRNGS CAN BE I I 1 14 r/jho" ,,1a ,, A) T/�""r''�,(y COMBINED IN ANY WAY TO SUIT ANY INSTALLATION 7II7 .p \ ' 1,J? } I .. is .\ • �P:',...." 2 V Sfc•''•.� EXISTING POURED. = FLORIDA WILDING CODE HI h VelocityHurricane Zone CONCRETE 3/4W _ E.O � \_ REO - 1 * .. * 7 i oww tsxEoa W. 20 GAGE GALVANIZED STEEL STORM PANEL � IN„ �Ha,r M as * z's WE Te10"oH� e) 0 &... � ORID " ` CABAL PROTECTION PRODUCTS. U.C. I�E C O tl6e. 01 am - CEILING 10,- •YAM SS - 4M0.W. x e wET a COWANY WAS, M =14 ' / NAL t'• PR, - wAM L K Awe. al6N[: (9U)NO-Z"S. FAX: ty6•JiM-BIT a6 20-176 SALE 3/6.-1• I11. -`,'„ n:_ ,a.. a TWO m-,m G-ODM7,9 Aw ORMRIYO M0' L IIAt,MS - _ NALTEA A Riff J. PL K,FW Ma[R 4 Y M MAIM N1 INSTALLATION DETAILS FOR REGULAR PANELSn1 A (1A END CLOSURES DETJWS FiOR INSTAUARI N IN POURED CONCRETE• INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCRETE BLOCK OR WOOD Iw DR .AELWTE rEMAE �. Iw�+ �te/A,A4A•-wu,y/y;• VALID FOR RECALL a UEE SAFETY AND E-Z FANG STORM PANEL 2 5TEM R Plus oR R TM_GOP(SEE SCHIMULL ON ., as - - 11 9FE SOCOLE ON 3"M e a 9) Y 0.0. 1• ME - SHEETS 8 THROCIGH 9) ,, Nr( ( ''`^^``` 49.E--__I ,F�I WI'!7 1 I E V- I 4An �_ IEOIeE0. I LMN 1 - Zl-A�j' I i `ED I 0- 1 I �. 1 p ,I r I 1 �.i.:N., ��1EXISTING 1 t'i As."'i,i. Y1W e<N o ,'I • a�'I WMCRCTE 1 1 art. W. - - 1 Q CONCRETE BLWK I I (1 E P'- I 1 �1f Y - I REQUIRED. 1 S f• . 4 1 1 ( 1 CASE A (PLAN) T' +� r.•TN-- • : s*.w .uP. ', •. -1• • ba ua wet 1 I � SCREE / a Awo-n ( 1 4ti- I- Y. i i yy CASE B (PLu+) I 1 HANT a a IN I IT 2 ,/Y Sf.YL 3/t6-1' C' ,11As _ ' tit"�c,OH i I 1 ; V. -. . tr I t Z r . r , AaT' aa, «-,. p 1 GA M,EP R. I Y w°aa°L°°, d• ARM: - > aT. I " N .. j-1Y11 v GIANT ; � ,a tt' I.•s (D-0 .. T a s°w �s I � 1 j9, ;7{ , IFM ,'4I aA�'9i " 1 W 1 1 I �� 1 1 i I 1 .1 r. r. Ale __a ._ ��\\ 1 1 1 1 wYw"A et GR •,K w I ' ' I 1,1� `-�' w�N1 ' I • ,] to 1NG I l-\ I r i(, I ,; M- Nw- �� .awm XI,�nM, . EXISTING POURED E.O. I 1 AewWMWe CONCRETE ON (/�'Nr�NY A+♦�E C PLANT CONCRETEwOST I IX6E9NG POURED C.D. I 7fGML�(�1• CASE D (PL�Ni - .11 I CONCRETE OR _. _ J 9CXE 3//s-,• CONCRETE I 1 REQUIRED. BLOCK I 1/2- _-16Nva�±,9nQt�A7•—4a.ee4 < iiiRiR RI �-' T _may/IM- M ♦ /' 1 �: ,wppMpk "W iAHY- ¢'At. a. 1 �7•E iL II 21_RX./�- CONCRETE ANCMM O Io,.,w I.— 11, PULS OR OF TAP -COP -__ 4 ES ON (M SCNtDJLE 0. so) 0.A SHEETS 6 aSM sHECHs a n1aOAR1 9) m I� 'IOA® ��"' WALE 3/8-I- SCALE 3/a-,• anwenaLMw011O410An_ aG�-. iI•/ wwrt4 NA RM.01 n.M. " EDGE OF • NEW 1 • WIDE . LWRILS . 1/e• E.O. - EDGE DISTANCE 01°' w ws " - - OPENMwcIX'S" NEW IC I - 0-0 ALUM. TUBE 1' - (SEE SCHEDULE ON I "ISF (PL.AN) _ _ COST" STUCCO/ P.T. WOOD PLATE SPIER ,t SHEETS 6 d 9) - SGtlF 3/iMl' _ .WOOD BAND ' O ' , e NEW 1' WIDE . VARES . 1/8' �, 1 __ NUN. TUBE OR I' VARIES I NONE FOR COMBINATION OF SECTIONS: N A , avow P.T.T� PLATE SPACER . • I TOP d BOTTOM MOUNTINGS CAN BE 4 rnrrxT[ ANCHORS I COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN) 1! `/ _ ,� .' (BEE YNEDA[ w I INSTALLATION. SriM.E 3/18-V SMEIS ■ na :.1 " I * ACK cone. ] , I + Ea A. Tl[l%Aw111 L a •'• f •.'' EXISTING IHO/RED :y M. _ UDMIH W r 31�' ... FLORIDA BUILDING CODE (Nigh Velocity Nu can* Zone .-mMIX 9 4DMU[ ---- ,wL VAao, M M eE s fr a . t 1/2• Mn. CONCRETE BLOCK ` 1NYN M a%xRGw T,•*, ''. WJ030 Rl¢a I.0 la_ a Ben e A O 3' Ma.. BEQURED. ` 'I MOO,, Hewn. _ 44167 '. 20 GAGE GALVANIZED STEEL STORM PANEL MAIM W 1 X6 SECTION X-X - * * '"- j-* -'� 3 GLOBAL PROTECTION PRODUCTS. U.C.IT/34/=U scaE 3/a-r = TE f)� r - r IL E��. om '• DETAIL FOR SPACERS REQUIRED AT TOP OR .".W. 6, BOW 20-176 TRACKS AQJACENT TO STUCCO/WOOD BANDS 's0N(cS. Ri01 pN1C• 3vl• BOTTOM W ,: wI W ,w a • t Iq m_w s aNMr 9V,IRaKAww nHaNC (M•)M-7M5, AAA (6A)M6-em DOONG,(, 'AL..4wAwlwr w- ..w., OIA.IO HAH / / TUMC/DAiE I A RlR'4A., PL ,s-HT - NI T 9,Rt1 ] M M INSTALLATION INTO EXISTING POURED _ CONCRflE DETAILS FOR REGULAR PANELS(II CONCRETE OR CONCRETE cDLJpEp CCNCAETE _...3RDcaNCRE7E Ni 1iA BLOCK STRUCTURES -- .PQLRED CONCRETE - --- -ANCHORS_ Fr"DWR w � CONCRETE SEE OULF SHEET 9._ _ _.. _ . CIAORETE BLOCK REQUM ANCHORS --�. -ram ESCNDtILI ILACI REOURKU--'�NCRETE90N®IAF OR CONCRETE BLOCK 3'I -^'' �. RfOUIEDr '--' �t1Efi0E'DIL6' M 2.87- ONUVP -1 WHOLE %0Li11 1' Mn. �12 7 r = ON :. p1 UaY9, BHHtR 9) SHEET a) ---)E �C I 1 : 1 H fi EA. LI _ ! 1 I __ ___' OF .L. MAX �F 1 1 's�As,8.F•san 1 _ _ W/ I i WWNc•NUR e r 1. •, __ _---- I dd A 1 ,w IIMMlI1N » *,AI ( IWINIION A A+ MAc 1 4Nn VMRptO(I W 7 y'- 14Y 111,DeA I j H e r I A n i a.0 Lim F r; i frMTO Ii falDlak I --) p I - iI j 'I.wI I { Ili II 3G „ Ni 6 ,,.�4-9D.T• , $ :_ eDLTS W/ '. 17 •.3. + _ ZZZ /a' MII • GW , I ;,,.'1�7AI• '; W{I$ MSS sous w/'. , - /STY • 17 3/SY _ -_ WIO MIT a VOI I 1 p ;,;417A,. . :�' i lu 90.TS W/ R /a'P • _ IT %"S _ _ _ IWD MR w FMH ' 1 n I .I ; I I I I I I I I I - ;- - I _'S ICVD OAVtlM. . ;OAJIM j Imo' p '- I I I t ... .--- D�FS{ L - __ :.._,.}- ru L___. -.-- -_ - 3a I I 1 t. I r ( - ' r, 1 I i fi 1 1 ( 1_DmT,,,/ oo6ttO_I OSFOYt, I- b1As aus6 --1 I F1M919_I _ _ "As -I 50% 3• Ya.. _ D.M..® a ® 8, 9.4�a.1NFa 3•-M6.7 AO lyil2 1' M4t. OF t• ';1-'; :,. MIX MAX , ,i /71 lY of l' ,• Wn. f. - . �./ MAX-- - __ - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9. --- _ _ - - FOR WOOD SEE SECTIONS ON SHEET 12 7/j71ii3/=t. E era e 12 .IfID t/Y aC , ... / I ED REGULAR STORY PANELS n SCN.E 3/32'-1R A Q ELEVATION 'rT 1, i _-_, - __ _ L. 1 I/4' WX. CAO / , I. 1 _ 1 ,.,4 Ym1. T / ,500',. O/f2J6/2/D.C. WANE NUT 1/4"e-20.3/4' S.S. BOLT - I 1.._-'/4•' CONCREE -- --(MN OE%M�I WHOLE WILM `_._.---:-_-SEE T-,/,N1/1. a _ GOlIGIE7E ANCHORS STAOQN'D W/ STUD (SEE SCHEDULE ON CONICIETE ANCMOaS32- - (Six 9C,EDUE O N ( E SNIXI e) MAX - %ELT a) }AMR® SHEET 9j COETE O' pp1IRE0 COHInlE7[ oR SECTION A -A (Tvn.) - TEcoNaEE OR FAVLOW RacK _ COAtIETEF RDOIM® NEOUMEO SCALE 3/72•-I• IQ W" MOUNTING DIRECT AND WALL UNITING DIRE .MOUtW SCALE 3/6-1• SCALE 3/6-t' SCALE 31.. Zip A: ...... /l $�'VCENs FLORIDA BUILDING CODE Hf h Vefoc NU Gone Zone) E.D. - EDGE DISTANCE (SEE SCHEDULE ON SHEET 9) NOTE FOR C0118BNATtaN OF SECTIONS: TOP d BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY ' NO 44167 '• t p0'D TILIM. a 20 GAGE GALVANIZED STEEL STORM PANEL - _ I - = * S ATE D --q`' ' AL PROTECTION PRODUCTS. I.I.C. --qq 1 L E C O INN:. - _Z0 F.w MwR 9r. n' bm INSTALLATION. i'9'• R P ,fir b;, RID-.._J9. nun- n CCii 4'I"". ' • • .. V1 Nl1 1.w• a eaea . +N. w. R. TM, W- IWma K a,. P,IwG : AM 4w-,MI Pw9 FH ,B, NM Lw. 51 $314 nAc n_ SAIL,. (964Nas-76Na FAIL (o•)ses-Qn 20-1�76,� ' NNINM*•` 1,i WKit11 A ILUt ... PLfNRT NAwO-IANIMN''•#A / 11I.-a ( W U) M 0 t_ 0- 0 V 0 0- m W Q Z Z Q a SHEET NO. SH 1.0, 11 I'IP- -I 1 1111 1 1 1 1'1 111 I. I ' I vl ON 12olift . aNarlE N,oNKW �--` 3¢ FPMI.YE oN fQT W A 4 I4NAto �. Y D�OMIEmRE f 1/''` I Ym.l 1 \E \ 1 / a WALL AND FLOOR MOUNTING INSTALLATION FORl�AarWL Awr PAMOL SPLIT PANELS ;oo am woomm" NM y- _ .._• • (r�,n.: °i°„�,oq i c t,. i�r°�"',o. ♦ 6ornar) - ._ MAIOI, _ MILLION - - - - . F DFaI San ,• I• W/ IIWN1 AIM. = I - - \\ •! -t2) �Ift TIPmA IL i- Amur; A. WUDO W/ 2 ,/r ,••: mo� woo 4 1 E2O. - - E rum wSQI \ NID ... .�- .. t SCALE, 1/4 11 PF��1E�T������ � 4 1 1 I' •� I DETAIL I LA / VP�i1051, I w t oA I / Aw.w • � eoAmv a N" aan �� We/ I W.- si 3A3 e r OL YI, eaoi,E a awr I11AD ODCK 2 NG 'm r MI:4 FIptIRI' AVM Pal_ -no -1. - R NM41 A NPt. to AI 11Aa, of N„L 1 -` 21r.1/QM ..Pr - IMF. MI-E : ', (INAT-n A X") r¢uo,s i ♦ - f>Q1. T ] (DIP. ,OP A IIOIIVFn SOLE 1/4'-1' VAL OMB) DETAIL A(A.2.aEA� 2 MULLION SCHEDULE 0- MULLION SPAN (FI.) • REWIRED Yin. 1iNBE MULLION •• 4 4•-r 2• . 3' . 11W / 1 y ,•` ON MMem . A 9) ' . aosaut sent; A A M aec,or ,. 3, • . • w''� Y.�.o� rr.`."S=DhI�".ar.�nE RATNc SECTION 1 AL Tom° 5�*iEN 0R°�0 MALE 3/5-t• KOR: YULUON CAN ALSO BE INSTALLED W/O STORM PANELS ON TOP OR BOTTOM 50 THAT If 6 LOCATED AT TOP OR BOTTOM OF OPENING. (ONE PANEL OPENING WJ TUDE TOP k BOffW - . 1 AG V HUtli 1[i$TAw ION - ALTERNATIVE 1 W SCALE 1/4• - I- nw W We; c r .nla i -�W I err'mN y-y SPLIT STORY PANEL ELEVATION SCALE 1/4•-,' -R"Mw SCNE 1/6'.,- INSTALLATION DETAILS FOR REGULAR PANELSn AE 6A INTO EXISTING WOOD STRUCTURES �• 'I�.: ,/•+w,LMr•racv - - - �•Vwm.r� /r ,A. nARIN. ;� F1oM W,WO I•AA � ,/r ,1RDeR Ia1M•WN 1 F�HFr .6m e110r1 _ _ _ - _ If ( Y I� to RampIAE I T tl 1aAa l"¢PIF16Nu I gIQT. ; N,E lO iAt I 1 WALL MOL*VrMC RWALL A THE SW NA- SCALE- 1/4' - I' sec INSTALLA TNVE 2W SCALE. 1/4' . I' Mons: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.S. -72.0 P.s.f. AND PANEL'S LENGTH UP TO a*-B'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. NOTE FOR COMRMIATION OF SECTIONS: TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CEWNG R FLOOR MOUNTING WALL Ar FLOOR YOUN11N0 INSTALIADON - ALTERNATIVE •W IN3T_ E ATbNB -ALTERNATIVE NS11I (SECTION AT TOP IS LIMITED TO +55.5-97.0 MAX. SCALC 1//' - 1' A.S.D. DESIGN PRESSURE RATING) SCALE- 1/4• - I• > I rLpm I 6 B-A � Al1/B I na N+m ' ,p• w .oaW • .• «. - - ._ PYio wn. emI'�"uINM aml NG INUAUAM - sEenONw SCALE: 1/4' - I- CONpOTE ANCHORS COMPETE mICKOR FOR CONCRETE ANCHORS SEE SCHEDULE ON OHM Iv, a.now WOI SCREW SEE sFrT10N ON SHEET 16 ' (SEE s 14) (SEE SCHEDULE ,fit 3'-� 1. a 1w/1s -i P«RED DOMCIETE 1/4, 2/4. 2AA/4. 3/4 OR 4/4 1, 2 i 1W/1$ - Y w.. POURED coNCRET REOaIRFD ; 1_T(TI i 1T iT T - TFf T !Tl i SONODULE (END wml" INTERIOR Amw rmm ►AEA) (EKG PAEL) ��IAn I Sip FW�MA ,iL1N ro NRA16 'T10M I m GLASS /rAy /e� ;fIMC Mi : fVR, d : "J3 2 O4�1RY a STD a 12 I/2. O.C. SmD 1 12 Ih OC AllitI$IIIIIlt�I111AI 1.11 IS,JG�4YP.,• NAME 5/6• KK (GSE1/n. YN. .L 'it , 3' Sa (tA5[ ' 2 O.C. e i C.(( .. . (SEE DER. t/,<) N (SQ OR. 2/11 y - _ _ - _ _ _ u ,/,. L POLWm COI+CREIE (S�/1404) OR CONCRETE 4 3 3 I Ptoum r r A 2/4, 2AS/4. 3/4 OR 4/4 1, 2 a YW//5 1, Z k 1W/15 f, ALTERNATE LOCATION -I ON LIFE SAFETY PANEL L- AREA W/No LIFE SAFELY PANELS LOCATION OF RIPE (SEE NOTE IBELOW) 1.9. REGAIN PANELS W/ OR - - - SAFETY PANEL -J W/0 REGULAR tRACKS (SEE M I ".:: SO W)OTE Ci% TO BE INSTALLED AS 1 LAST PANELKEW COA"M ACHORS - / ,-.;: ;% ,_. STO LIFE SR" PANEL OPENING SMALL (SQ cx OPTION 111 STORM IT 'a. POURED t02R Ti(Or ) M'TArziLEHD T Vm F c.FL , _ROM INSIDE OM- ELEVATION WALL. MOUNTING INSTALLATION WALL AND FLOOR MDUNi1N0 INSTALLATION SCALE 3/32'-1' - SECTION 1 SCALE: 3/6'- I• - SECTION 2 SCAYE:3/8• - 1•-1/4'M­GAUP ®®I 1 • 1 '/.aH•"�-j- NOTES ON lFE SAFETY STORM PANE, SYSTEM INSTALLATION LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END 7. L (FIRST DR PANEL) 1 OR AS INTERIOR PANEL. (ANY PANEL LOCATION BETWEEN . B wIA vrTOR10R PAnEtS. B (ATERNArz LOCATI END PANELS) UFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS -E NOTE ,) AT LTA PNE13. SEX NOTE ,) (W/ OR W/O REGULAR TRACKS.) 2. LIFE SATETY PANEL CONSISTS OF 0039' GALVANIZED STEEL STORY PANEL AS SECTION B-B PER COYPONEM SHEET 2 OF DRAWING. SCALE 3/32--l' THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE MSTDE OF STRUCTURE. NLSNUNIN,1/ SAFETY REPER S TOP TRACK TO BE COWOHFMQ! BOTTOM TRACK TO pN p,T11(/l2 J. BE AS PER SHRED 2 OF TIPS . �G(,�•,..... ,, ✓ BE CDMPONCOMPONENT OR FLOOR SHUNTED LL1KYING SECTIONS 1 t ''••� Y BE INSTALLED FLOOR M COON TAl Pam; (',ENS THIS . � F L 2 ON T/IS SHEET, AS WELL AS DETAILS t t 2 ON SHEET t4, a?11,• FLORIDA BUILDING CODE NI h VelocityNurrfCGm Zone 4. MLL LENGTH FOR COMPONENT®6 Ls'. = = :• �• X`1100. INC. ,2mFP FOR COMPONENT ®ANCHORAGE AT BOTTOM 6 GIVEN ON * - MM. ANCHOR SPAC1acET ZO CAGE GALVANIZED STEEL STORY PANEL DAMP,' fF. 14. SCHEDULES 2. SHE0 " .* •'• a --- COMPONENT ®Wit r BE PERMANENT OR REMOVABLE - ATE 5. SEE DETAILS FOR INSTALLATION INTO WOOD PRASE BUILDINGS ON sNEL7 15. m/le/aolo - l y'p OA p' (oENE. GLOBAL PROTECTION DUCTS, LAC. w,E 31 STREET '3� FFiS ' t rnIIP oNAE . wRs 6 FOR SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY THE INSIALLATiON OF 6 S ONAI a. >w <L. r SPA 4KRsa R A,r wNDIE: (aS.)l-7w, NW: (66/KW2-676t 20-176 I/�1 M SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO /�0 BANDS. :: OM m-AK Ar - SORB IS1•••xA •,-. , fRn m-,R, . 4-°DI71. PE ATE WLTTR A TMD A. PE u MAXIMUM A.S.D. DESIGN PRESSURE RATING .R.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE nW n 1TrY ,N,e _A(h A.(] -ICYA,AYrWR A• at NRNY.IMG (!QL n. N - j= C-&. � �I�IYKW INEM .53.5. -72m 7'-5. OR LESS 2 1/4' LOMTm I TI611, 5 ♦ 7 ♦351. -72.0 17'-S' TO r-a* Yea 2 3/4• UMPO.1LD I THRU 5 k 7 .5sm. -rLo 'r-r To, I1'-2' Y". 2 1/7- • •D/NTDOVEIOAPS DM 6 +43.8, -460 12'-4' OR LESS 3 1/2- • MOLAT6 T H 6 6 k To • SILTED W/ 1/4Y-MO Ss. Its t WINCnn AT 0~ A MOLEMPIN O PAND. nom owy FOR PANELS 6)k Q INSTALLATIONS AS PER SECTIONS I TI4-U 7- ON SNFE14 A k 61 MAOMY AS.D. DESIGN M N.) MADAM ANCHORS SPNING, FOR ED. • 3 1/Y « APPLICABLE 10 swras II t ANY OF o01TlPrMitlI1 yaYRRRI PNCL LRCrN 1' (R.) TKCOM O TAP-GR1 CAA -IN PAIELMTE FOWL O I'A1RYArz RUB m "WRITE C� ro CONCRETE CONCRETE RACC, ro CONCRETE am11G[1E TO CONCRETE comm [ ToCONMW r N/A N/A N/A e• N/A r AAA I' N/I I /• 3• N/A N/A 6• r 6• r 6• 6' 1 (BOTTOM) 6' M/A N/A N/A 6• NJA 6• N/A r N/A 2 (70p 6' N/A N/A A/A 61 M/A 5• N/A 5' N/A 2 ImarraO .55.5, -72.0 a' N/A %/A NIA /• N/A 6- N/A6' N/A 3 t { (iM) 7'-S' OR LESS OR LESS r r N/A N/A 6' 6' •' 6' a' 6• 3 (Milt„) 6- M/A N/A N/A r N/A 6' N/A /• N/A 7 (TOP) 6' 5• N/A N/A r 6• 6' 6' 6' a' 4 k 7 DTOTTGIO MIA N/A ,2 ,/2- 6 1/<' ,2 1/2• 6 1/4• 8 1/•• 6 1/4' 6 1/4' 6 1/4• 3 (TOP/BOTTOM) SEX °HEMS 10 ♦ 11 IN AIDIOIM TYPE ♦ SPICM FOR INSO4LATION" 9110 AWa) FOR[ 1R"DID IOOMI ANCHOR SPRIGS AND MIMMUM EDGE OSWVrE Aft INDICATED I THIS SOEpAL FOR EA LESS THAN IDCATEO ON =4101A4L MM ANCHOR 1PACND R /aAtWaYP" SPAOM SGOM ON SCnEOILE R 1w FOLIro FACTORS. FOR T16 OPE arm„ TO R Pp9R-t: REDUCED SPAIO CWURED Uwe FACTOR roll Nor K Lp1 THAN MAHMAM W.Cm "OGIm FOP UPI ANCHOR ,WE AT A oomm; ILQU9. MOOR TYRE IA/601 1/4, a i,P# 1/IYPLUS 1/4'A idR -. 1/�•.- OwK-w _.1/1'• 6ao-ar r" MDo WALWa (.) ] 3 3 3 ! ,n 3 ACUL Im p ff 3E•Rb Oe1911 I yr 3s -W - I - - - ]yor t/<• La . 5/r UPC WdS NUMM W/ INSTALLATION DETAILS FOR REGULAR PANELS n A PANEL U W°s M.S. °'A o 1 `4' PANEL 12310TIG W ro !'-o' AM a 1/1. O.c. INTO EXISTING WOOD STRUCTURES FOR U:p W UP TO r-r w. m 914-10 PA/EIAMTE POwZ O 0R PAHELMVE PLUS O C. NIM I In- MF. THIRFADED 1 P ro HERDER FOR ALL L,OICI16 UP y r e wa 1 ! f i Uc"p"•WAs�•r°c' 10'ble,M ,mI 1fi,DR �i A _ III 1 I 4 �-f �.I L\ I 1 A �'•'•�~• - /6vy3,PaW n, Ij(n e - 0.c E0f I ill .il 1 1 \ EOI .. EC; / E01 inu'�pp1 i ,1 - � � ' � 11006 OWE. 1 lAm Inca I 1 - "FID"m � ILDIARm I I I ALTERNATM 1W ALTERNATIVE 2W 1 LC SCALE 3/8.1• SCALE 3/MI- I I I 6E[ I ON 1 I T. I 1 scmiw1 w a I '' OR AooUId UXIM p - FOR M O� i : �p�/ i FOR wL I 5EPMAMOM I I iM Mlr�i I romp., m Q/65, i .. I ED }" I 1 EEQ QI I y I ED F I I - -. - ED f ) II .i Or ED 'r ED , I E01 1 1/2. 1. _. _. ED, ... t 7w r , � I, III 1.0.. 5/r IDNO BRASS BIl/4' A�1/•'P >S3/n.'•� Sa75 7 ROaO nN[ 1'. W/ 1/LAYL LEMO IS P T ♦ e ' A O6 FOR PANG Le LP m S-0' 6 4 t.•L •Are • r 0. ,/4• o.c. Eta LENGTHS Ir w s•-a• ,ba L04 41, I PA dilva FOWi O OR /1.-to Ti4 PAMawrz R S• u ,/z a sAY H,ALTERNIATM TMRJDFD PENIERMTWN AT .. _ • ALTERNATIVER71 AHew 1R0111D1NI OF AH3TNO WOOD PLATE FDR 2-0- YD ImemM DI 141E $TUNE 3/e.,• SCALE 3/6-i- ILL LAMITH6 UP m W-r Mr. FRAME DIRECT Ma1.l : SHUTTER T493G NOT SHDW FOR CLAIM O�LLATION_NIALLATIONNOTE SCALE 3/•-13/Ml' SCALE 3/8-1. ~"p PPaF IDIEI: Tt P� wT✓ 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH 0.S.D. DESIGN LOADS •B 'ENS �'''� UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-B' pA;: 1�•: J F FLORIDA BUILDING CODE NI h Votoofty Nu tons Zone 2. FOR NEW WOOD FRAME CDNS'TRUC71ON: WOOD MEMBERS TO BE SOUTHERN 16 mm9 "Um INC. PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL_ s N0. L �f = 20 GAOE GALVANIZED STEEL STORY PALL 9 n, _ ST DF -' - L T O GLOBAL PROTECTION PRODUCTS, U.C. 01 NOTE FOR COMBINATION OF SECTIONS o'• 1 '• FL A1D�-- EI (,a ENE. <M er. 61 sYR-7 arz: TOP t BOTTOM MOUNTINGS CAN BE O. '•. '.� FS '•((, • •.{� Ne NEmw COMPANY e. r Me. nIRW,.•WWa , R,r : aOE. PL 33314 20-176 COMBINED IN ANY WAY TO Sl1R ANY FiW-S;� R w•• P"D nrwe ..-: PAR m-+m eOM r aM"°D Iv INSTALLATION. Ft= III 1 SM7 11 R >t STUDS O EVERY OVERLAP IZL'AETOHODL ►a:SEE i SEE INIERHOR PANEL END PANEL ANCHOR, ANCH" OR D1KCT MOUNT SPACING SPACING IL I a WALL M;UNTINGINSTALLATION TO SCHEDULE A.S.D.MAXIMUM DESIGN PRESSURE RATINGAND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT (1 INSTAUATIONS INTO CONCRETE & CONCRETE•STRUCTURES 1ra", ALTERNATE AT LOCATION PCAANI N 8 STUDS O EMERY OVERLAP (12 I/2. 0. C.) tD L10LO PANEL 5/8' YAY (CAST! H 3• YIN,. (CASE /) (----- - - - T - a 1 I I I 1 r 1 ; II 1/4' SEE ; SEE 111 INTERIOR PANEL END PANEL OR B SCHEOut '{' DULE 1 - SCHE/2 FOR 3• Mm ANCHOR Moa ANCHOR SPACING SPACWC -3' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALE 3/Ir . t' -- MAXIMUM A.S.D. DESIGN PRESSURE RATING R f) AND CORRESPONDING MAXIMUM PANEL LENGTH "LA` S&HEDULE fAPPI., ANc Y m mCYvu. 1 8 2 ATFO FOR iT3N= Srom PANE, SYSTEM ON SNEET 131. MAIWOY ASD. DESIGNM7W0 �.T- VACOI O TN-W ow-M PNlLMINT ITAP E O M D.MWOE n16 APPU],ALE To "Im1l;MITaN MAIDMUN LEM6RI .LPA`Ei ro CONCRETE � 10CIEW to w COMGLw TE CONCRETE KM 8- N/A N/A N/A 6' N/A r N/A 6' N/A I t 2 (TOP) 55.0. -710 9- T 9' 9' 9` 9. 9• 9- 9- 9' I (BOTTOM) 5'-0' OR LESS 6• N/A N/A N/A 6' N/A 6' N/A 8• N/A 1 t 2 (TOP) +55.0 -72.0 9• 5' 9• 8' 9' 7 1/2' 9• 9• 9• 9' 1 (80TTOY) S'-0• TO 7'-r +55.0 -72.0 6- N/A N/A N/A 6- N/A 6' N/A 6' N/A I t 2 (TOP) 9• 4' 9" 8" 9' 8' 6• 6' B• 6' t (BOTTOM) NAtmmuo ASa P"Csw E DESPI MT NB I (SRO to S/r W. FROM MPOFMRD DIE I CM Y Ma FROM TOP OF A1RL) APPLICABLEt SECTIONS NEMATUO MAXIMUM PANEL LENGTH 'L' (k) D - - TM +49.2 -61.5 3• }• • 1/2• 4 1/2• 2 (BOTTOM) 7-6' OR LESS .521 -66.0 3- 3• 4- 4- 2 (BOTTOM) 7'-6. OR LESS .55.0 -72.0 2 1/2' 2 1/2' 4• 3 1/2- 2 (saytOM) r-6. OR LESS *55.0 -72.0 2 1/2• 2 1/2- 1 N/A N/A 2 (BOTTOM) 7'-G' To 6'-o' .55.0 -72.0 N/A N/A 3• 3• 2 (BOTTOM) ,NAxrA AaD. S AIta1RL PARP" (W.) r.. Pn4 +ARn, ONE 9D:10H6) YF,Ato 9"aIA+T,O. TO FLAW OONOfRI .eaa -Tan r-6• 2 yr uNWa,m SEE SH IET 15 FOR MOCK TYPE k 1PACM FOR R6TNLATCnS Nit WOOD FARE $LMAMa YPIIIAM ANCHOR SPAC°g6 AND MNYW EDGE O ANCC ARE NDICAnD OM THM SCHONALF. FOR E.D. UEn THAN NWATED ON SCHEDULE REDUCE ANCHOR SPAONG N MULTIPLYING SPICPIO SHORN ON WHm1RE by THE FOLLOWING FACTORS. FOR TINS OPERATION m K POSS18LE, A11MAJO D SPICING MAIMED USING FACTOR SHALL NWT 8E LESS TIMN .RNR,M swm INDICATED JOIN EACH ANCHOR TYPE A ARCWRS LEVINO. 1/0. 1/4. 1/4'A 1/P. 1/41 now TYPE /IMF ► DlOA1 O WelWi DYM-IN a ADaR w cm O.) 3 3 ] 3 2 1n *A--Od 3 J 3 3 3 „LA-4 Y (At) 3 3 3 ,J2 3 1/2 ACME 916 bra OMMO FMM - Job Y _ : 11. - m r p�:VcENSF'✓,� No.44167 BUILDING CODE MAXIMUM A.S.D. DESIGN PRESSURE RATING .R.f.) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORM PANELS (1) & 6a1 INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VAX ONLY FOR PANELS Qt Q INSTALLATIONS AS PER SECTIONS I TNAV 10. ON SHEETS 4, 5 t 6) ANCHOR FIDMILE PM A. 'HEAL A... � �'uCENSF l✓� FLORIDA BUILDING CODE (Nigh VelocityNu cons Zone * ' NO. 4167 '. O1m6 nTao. ♦ C, 20 GAGE GALVANIZED STEEL STORM PANEL FP W. >f E �� p1/'nB10 • � 0 ••. R z (ct 1 ADP __ TL E c o__ GLOBAL PROTECTION PRODUCTS, LAC. Am IOW. °, t: s iA StS�A • • V I/NI V I, / / I.ET lM M- ♦ a rA M�I�tlaOPn „M".PA PH MLA ")Be 76M AIL s(m•)te0-67n r : PN ni-,6s w.. peq LAN-,", 20-1 76 AN E SiIA//A1HIA7l,Rf/O:Yrz ch- 1 A O�WTi1 Mw•Ar r as �rIM M PL w n-eR OMiF Ib: no ,,, SIt-T / Ole Y1W1RM IIARSRR4 ANptKR SMG'10 FOR CD. - 7 t/2• « ASD. DESIGN TKOON OF TAP -CRP CALK-N PANEUM7E 1ELWE O PNEIAMIIE PLUS 9010 SET IPPUCJAL w SECIIOIIS I k IMRWM PANEL PAEs4{K MTN6 ro mYcuTE m CONCRETE BLAGR m CONCRETE w CONCRETE SACK ro rnNe+ETE m coNrurE -OCL To w<aETE ro coNeRETc RDCN ro coACRErz ro eoMenETE ■AL'K ro coMCWEt[ ro CONCRETE BOON ANY COIRaMTWN O THEM tXiHGiN 1• (IL) 6• N/A N/A N/A r N/A 6- N/A 6• N/A N/A N/A 1 (TOP) 6• 4• N/A N/A 8' 6` r r 9- 6' N/A N/A , (BOTTOM) 6' N/A N/A N/A 8- N/A 8' N/A r N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6• N/A S• N/A S• N/A N/A N/A 2 (BOTTOM) 55.5, -72.0 6' N/A N/A N/A 6• N/A 8- N/A 8' N/A N/A N/A } t 4 (TOP) >r-S• TO 8'-8- � LESS 6• 4' N/A N/A b• 6• 8- 6• 6• 8• N/A N/A J (BOTTOM) 6- N/A N/A N/A 6• N/A 8" N/A 8" N/A N/A N/A 7 (TOP) 6• 4• N/A N/A S. S. r b- 6• 6• N/A N/A < k 7 (BOTTOM) N/A N/A 12 1/2' B I/<' 12 1/Y 8 1/4' 6 1/<` 6 1/a' 6 1/4' 6 1/<` N/A N/A 5 (T1,W/BOTTOM) 60.0, -53.3 N/A N/A 12 1/2' 8 t/4' 12 '/2• 6 i/4" 8 1/4' 6 i/4' B 1/4' B t/4' N/A N/A 6 (TOP/BOTTOM) B'-6' TO IV-2' 56.0, -72.0 N/A N/A 6 1/4' N/A 6 t/4' N/A 6 t/4' 6 t/4' 8 1/4' 6 I/4' N/A N/A 6 (TOP/80TT0Y) 8'-B' TO 71'-Y N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 8 1/i' 6 1/i' 8 i/4• S. 9, 10 (TOP) 4Jm, -49.0 6• 4• N/A N/A N/A N/A N/A N/A r 6` 6 i/<• 8 1/4' B (BOTTOM) OR LE55 6- �4- N/A N/A N/A N/A N/A N/A 8• 8- 6 ifs' 8 1/4' 9 (BOTTOM) 12'-4' OR LESS N/A N/A N/A N/A N/A N/A N/A 6 1/1' 6 I/<• 8 1/<• 6 1/<' 10 (BOTTOM) SEC -NTEC t0. Ii AND 12 FOR ANCHORS HYPE t SPACING FOR NSIALA7WN9 1Mf0 YIOOD FMAIE BIOD11a ,AHYAY ANCHOR SPACIgS AMD IR1M61Y EDGE 06TA/1O ARE INOGTTD ON lw SCMDM[. FOR EQ LESS THAN INDICATED ON 7CIEDIAIE REDUCE ANCHOR SPACINGeY YL0.7PLYIN6 SPACING SOWN ON SCHEDULEry THE FOUDYNG FACTORS. fpl 11.6 OPFlY1T10N w IE PO$Sb1E, REDUCED SPACING 08OrED tbgD FACTOR SIWi NOT K LESS O,AN YW-RM SPvtaN6 IIQENED TOP CAW ANCHOR HYPE AT AMP10114 lL0EiN0. AYIOA irR t/a'. WPGIM ,/4•R a ,lP-w t/41 1'g1O"'� 1/<•• RM�nM°► //<9 NY•lFel t/4'. sago-aEr le. MIDos sNwRO OY.) 3 3 3 3 : ,n • •mNNrr.a o-,MM, LY.) 3 3 ] 3 ] ] ,p RI. Asy ewa er. B.) ] 3 3 1n 3 1/l ] In AL7AIAl fa 6� 6EB•ED FACTOR 21/Y ,m u - 3, INSTALLATION ,X DETAILS FOR REGULAR PANELS INTO EXISTING WOOD STRUCTURES n AE CIA II 1h10 PANEIANTE PLUS'y - - It 1 4' O.C. W/ 1 7/6' I' II-10 PANE1lNTE PLUS 'ICI - - � 6 1 /' O.G W/ 1 7/8• `- 14-t0 PAFE.LANTE PLUS �-� 6 1/A- O.C. W/ 1 7/6' III PO4C�M7tOM ro W000 HIEAOEA � PE}R7RAT,01 w I D3SnNG HEADER WOOD NEFp I 'I TFNEWEp PE3ETMI,ON w EK6DNG WOOD KAM F)45TING WOOD REOUWt9A ..II YREOUWD--- WOOD HEADER ?I WOOD NEWER '� L2' _ REQUIRED SIT SOmaE ON SEE SO�IAE ON I SEE eO�YAE 01 1 MEET a FOR MIA MMEET a mR - SEPMNi1W WEEr s spl Hea tuNot T,OM TO GASS. ro d.Pai IM ro WA¢ TA._ Mm. PANEL LENGTH (SEE NOT[ 1) YS W/ 7 /••• • - MPa PANEL LENGTH ,/.1-2oR, sc (SEE NOTE t) ,/.•�76M,• ii MOM- PANEL LENGTH (SEE NOTE 1) 3/lr WM IIUt ' J/ • kLRf QSWNK • 3011 woo or MAX II''IEw3 ` / , - �t. �. lYBN SRD • � 4,/roe ! y E'IO .+ • 12 I/r OL. �L EO .: e!O M6 • Is,l;'nc.1. 1 L.t/• i RAG W/I 11 '/2' 2'.4' WOOD PLATE '� _ Z'N' WOOD PLATE __ _ ih10 PAMELiMrz PLUS REouEED M:OtIIRED 2'..' W000 PLA IE OUSED MM. THREADED PENETRATION O e 1 4• oPEMET IM/TIOM i8• ND WIDTH OF PRATE .I 1�CONI. _ OF AATE STAGGERED W/ • J. - - - DtBEADEO' ,'/Pp/�IM ON n A&M JATIION _. .-.-it - L• = AT MIDWOTH OF PLATEDIRECT RPM DIRECT MOUNT SCALE 3/6-1' 1 0 INSTALLATION DIRECT MR bodOUNT 1uw INSTALLATION SCALE 3/8-1 SCALE 3/e.l- N5 FOR ALTERNATIVES STY• 9W t TRY ONLY VALID FOR-aY,MnH111NNlq,AITH A50_ t)ESM,N LOADS UP TO 4J3.8. -49.0 p.a.l. ANO EPM N 12'-4'YOODFRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN�'EN, r'��1�A:TIE(jGTHUP W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. �: V F FLORIDA BUILDING CODE (High VelocityNu [cans Zone NO7F FaR cnMesaAT1DN IY e_FCTIONS; ; ? No. 41 ; * 6202o nTEOD. ,,c 20 GAGE GALVANIZED STEEL STORM PANEL wnw n: TOP t BOTfOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY * ;='�j, S• '�>•'• �, GLOBAL PROTECTION PRODUCTS, LAC. �L EeoINC. m/la/2o16 DATE iNSTALLATION. A / y,Ot •. 1 RlD J '•yFSS! p EN TES sR t PI-N Me ANY "PAR) aoM"OmA „SALT <em SW. sI IRIE' am. R MI. P aIE (Ea)aa >5.6 sAi Ne<)1R an 2n ..c7w AIIFF/111 HH1Y1 �y9 tm IRTR w TSiD A_ vE 17 fNRI„ 6E et INSTALLATION DETAILS JAL. LAG sPEve • r as W/ FOR OPTION f t FOR INTO EXISTING WOOD LIFE SAFETY STORM PANEL STRUCTURES SYSTEM ', _ I - , ,/2 Mn. ,leWAp® PE'K11MtWM ro E"S1NG Wood HrA001 ' - II•I � , I t d 41*m lip I EJ - oR EO I I STUD 0 r 7 1%i R'ac. wow HEADER i ALTERNATIVE 1 ALTERNATIVE 2 (1/r 12 __ HIS) (Sa't 1 i"." tILY61E F f0 • t2 1 O.0 g II. t/+4) A7S 91 SCHEDULE YW I. FOR loop. SVAMTON I 1 p To awts I r E01 EO 1 �1 + I I _ EOi I EO 0 p7p WOOD PLATE , • 1 . .! WOOD PULE REQUIRED - . 1 iI 8 eaa ALTERNATIVE 3 ALTERNATIVE 4 7•.f rz RROURm '.I 1/49 LA SCIE1.3 1 r O.C. W/ 1 t/2' Mn O.4/r M 111MTON OR /4�. LOIN eRw03 -O" r/ 1/4•.-20 mr Ms . a' Om I ALTERNATIVE WOOD FRAME CONDITIONS A: ANCHOR o Eu t Js'•-20 ►ANFLwT[ FOWE � OR LOCATIONS YHRI'Doo PLUS 1 r OA W , 1/2• Mn. t16WADm POEIMOI N YO Pam SORE• ur - ,• PANE MOH SITYROI TWAC16 NOT STOW, FOR LAITY WALL MOUNTING INSTALLATION A"'tAN ALTERNATIVE t WI+G`?'p• ' sour: 3/r - ,•�3a: J ' 7 L FLORIDA BUILDING CODE (Mph Velocity Hurricane Zone XCIIS . * .- exmo nTEoo. Pn 20 GAGE GALVANIZED STEEL STORY PANEL oltw I. 0WAUATIOS ARE ONLY VALID FOR NAIADS WITH ASO. DESIGN LOPS UP TO .W 5. -72.0 Pa AIR PAEL'S LENGTH UP TO W-r. 4'• ST OF W = 9 •. FL R+O�`` ,1 O•C((` • > I L E c O R, GLOBAL PROTECTION PRODUCTS, U.C. er/le/ams D11E 2 FOR MEW WOAD FTUVK OOS7RUC11O! NOD .wlarns TO 9E soLmlEFa PINE MP. 2. W/ SPECIFIC DENr8U1Y OF OJS OR EQUAL • • • • t ^ �M_ ti SSt AL `' Y �W I N 0 . ♦ ANY Am S.W. 5, 711WQT OIL. n M" HIII/7N1t pOj'.n Awe (LsskeL-7AIL FAL (wHr-rn7 20-176 IN•�R Pi. Uk/SD TIRL/DAR ILA. ,M FIT".•"ot"eaA- amm ,olmr G-DW5716 WArz11 A 1WJT A., PE 4„ r M<- DIOwIo b: aM Y rr_w _ a• RQT ISO M •+r Q� C_ > N N O CL O c .� Cu 0 -a U ���� O O O O 1W1 W/ O CU U- O > .� U) E L O Q) u L � a z z w J Tb 14 ( _ Cr) - Q ,C � ILJ7J o AN, v , 'w � A O F y / U %� > 0 'C ,+- 1 1 1 W C/) C/) CDL �J CIO OL - U C�w' W LLJ = Q z Z Q J SHEET NO. SH 1.1 ( I 11 I I l ill -11.11 I I I '1 11 I 'in 11 I_ _ I I I I II I I I III I I IJ --- - -L-- L- 1 I ll I ItIp 11 I 3' IM%. MN. D.M. or 4a __ O O O O O O O �ii - I I I�1 I�I�Ii - - ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 a 20)---- - -- -- -- �MIT?. 44/17, W 4 36/17. 40/17. 5W/14 3' MAX.'. MW/1% 7AWl • UW/ZD FillOw , 79W/1s a sol 1• .., PAM I Ln wr PAIR ' WDPAAR .A,4 i __ � . --� "e'Ai �OLri W/2Av 3/]2".- '-'ell I- "- -- y l l {� I F --- - - ­ - �1 -- -- ..1 �- PANEL LENGTH I§ I / or�olt� PMaIaI AT y. ., ; (SEE SCHEDULE) IlI 6• �jT gl(� I /� . I --EDfMON • VE WE7'/ �ij D.I J• MAX, ]r,/17. W/7, 6+\/w 4x 1 MAC N9 a UFT • Rot 1. � 7. 48/+7. 69/16. s' HN%. eAw 1 CAW t9 a RAW NNw 19 faW 19 a Belt 1• YN / 9. ANCHORS (SEE SECTIONS ON SHEETS 17, ITT. 19 a 201- / .- . 1' MIN., OPTION2 FOR LIFE SAFETY STORM PANELa ELEVATION SCALE 3/11l ,/.• - AM, f X L -- , ­�­.. !---\ : Mum . ­ -- ­z­ -- �--Z-7711L OYMM- ' 04 : SECTION A -A SCALE 3/11l MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL. DESIGN PRESSURE L (ft.) TO GLASS CONDITION RATING (p.s.f.) (SEE SECTIONS) +55.0. -72.0 W-B' 2 3/4' UNBOLTED FLORIDA BUILDING CODE INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES _ _ .r}_ _ - _ - _ _ _ __ I 1.11 I i HEADER I' 'CE ,I� 'L `�w00Del . . AEDWREDHFAOF]L WINE } / '/ ,� II _ - 1/4Y TAPCON • 8. O.C. ,/4Y TAPCOY W 6' O.C. W TAPCON O e' O.C.% _ _ I/4'0 iAPCON W 6' O.C. -w//1 1/I• MN. i1pEJ1DED --W//1 //2 YN. TUIEIOEO W/1 1/2' IN. TIfEA0E0 '/ 7//I 1/2' LYE. THREADED .Ij' <EfE1R,l7ON AT W000 I PGElM710N A woc0 i II, TON AT R000 f'E j' /'' METArDN AT MOOD . I ; HEADER 'I, . HEADER .1 I MEN" ", I � s I HEADER I. 1/2'/1 t t 'i 1: "'-i 1 I T T '. " 1 12.1 .' �': Mti. '. : . '. ; LRn. ION'. I i. ;", - j Cdrt I - Lart. _ LaLI I I , �11 EXISTING -� I EXISTING - SEPAN®, 7' Ilw. GLASS (.a INHmME - V Ma GLASS..~ (IFYamIAE w seal ,a ' POOR UDCTHH w SHEET TY i PANEL LENGTH IBELOW) � (INS NOTE 1 BELOW) - (SEE MOTE I BE10117 : w spewrow PANEL LENGTH r_ >�'iLYXIN I PANEL LENGTH EXISTING m HAAIs _'.)_._ _ (SEE NOTE I BELOW) EXISTING m OlM6 ' I (SEE NOTE BELOW) GLAS5 GSM axm 1AI i ,/4'F20s1- r ,,l SNZl tO ,/4'1-20.1- _ - ' SS M.S. W/ - ___ - - - SS. Y.S. w// - 1 �. _.- ... _ �.._.-_ I . , 3/32' ' 7/e'P .�3/,, ' 1 .. WING _�E _ .._ -' �- -- '� 6' _ "� _ _ 4. - •a : --- ---- - .- , � , , 4 - I I , �,. T _ __%I. - PENETRATION A -1- _ .-_ . - WOMEN OF PLATEN )� � �/o�q E• CdiT. 0 I C9 IT 0 E• 0 lJ/ '_ H f _ _ - t R , J _ 1/4 0-21W/4TL5. Y.S. W/ - '.. !I - 4� COMT. I COH,H. ''`: , �' ''.. 7/8 �.3/32' WIND NUT - 7/9*"3/32' WPC M-S. w/ �1/8'.. 3/32' WHO MUT I' - ye'.. 3/32' WING (- - WASHEw • 12 1 t ^' /SHOO (Y ND) NUT n O.0 MANS ER (eEY0N0) I 1.WASHER Y 12 1/2' O.C. NUTfWASER (aE#00) 1/4•. Y s• D.C. - - (5T{i Ill w/ sRAj.C. _ ,rAPCOM 7 2 ION TMFAon - -- � 4(SRM•OTERFD��B'j sMH) C . PISE7R/ATIOM AT b,NMTN I w ' 1 w I I G' CUTE .' .-�. - _ _ NON AT YOPIIGED NON AT 110WDM - W000 CUTE i2 1' IYOOD CUTE Of Purz a CUTE -_ _. REWIED PLATE • _ " PFOODD PLATE _ . __.. -_- jg _ _ _ EOUYEBw00D NRFW&L ALTERNATIVE 7AW O REGULAR PANEL 7BW WALL MOUNTING INSTALLATION MOUJIMNG INSTALLMON ALTERNATIVE SCALE 3/8•-L• O LIFE SAFETY PANEL SCALE 3/11l NI SCALE 3/1l SLOE 3/8•-1- �,.F"' (* tN�S �§��. .E 4 �•.;itORWA BUN.DING CODE MI h Vetoe Hurricane Zone,. • JW IRSTALATONS ARE ONLY VALID FOR OULONfS WITH AS.D. DESIGN LOADS ': ro +ss.s. -72.o PSF Oro PANEL'S LEMGIN LP 70 s'-e'. 4 1 * 1 aapm ntm, 44c 20 GAGE GALVANIZED STEEL STORM PANEL rP INO. 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD M ALBOS TO BE SOUTHERN - ,DTe, w: POE HD. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUYL * . °"DAM '0%,j•O� � I GLOBAL PR°TEctwN PR°ouC15, u.c' -f�� IL E C O ,,CQ� '� ���J.y� RNQ. f'L •� -NODiw61SHINIERe , �Qe A,N w. w a• W 4Wse, n 9 Y P1aHIL lyL)M-776LWo. FAIL ((p64k89-Wl? 20-176 am �, , `ws :NUM •r'G- VG6rl',: p1-1n, EYwPNp b :0Il HOw•Y wimmew !FM/YOIMTYIE/0"1[ wALTDI A NUT ... P.E. Y ORY ,. w m INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _1(4' TAPCON ANCI,oas __. It 1APCON ANCHORS _. V4.' TAPCON ANCHORS 1/4• TAPCON ANCHORS a B' O.C. W Y O.C. 0 9• O.C. -- • 9' O.C. POURED CONCRET� \� POUIEQ CONCRETE_ I POUIIED CONCRETE. `' POURED CONCRETE BLOCK REWIRED FI ` BLOCK REOWRFO 1,_N_-L -�` REOOCK IMED 1 - OCK'EWYED {I 1 1/4' 1 1/4• 1 II 1/4' 1 r I \ i __.- - --i - ... _ -1 7 -1 ED• E.D.• . LOA I � EO• \` 11 P'w.= wm -a� I wl m 0 {{1j..r sv 'n m - IC�NONf I wOU m _u FKKYaN_ I t.r® 01 I wQT W ' R@, ,a F `,�.-i wQ, a , ������`--1I 6 Gl/55 1N 3J •Ty#ds ls(3�fi r ` _ :" II I Y S r/ )A11 13 'e . 3i `r _ _ _ Y1 )*­ ':"--"i A* aOUP 3 I I ".w/ afRAP I ' , I ---- --- . - -- I r ; : II I [SPIT l I COT. i , "'., ` 1, " �, � 1 6. H -­�: � 1 , � , -:- , 'l I I 1, ­ : a. ilI ED- `•'" E.O.• - ED• E.D. - I -r, 4 /I * S L -- / i --- - T ({ i _1 .. _ 1 t/2' - 1J/C.-20O/{•S.S M.S. w/ 112.,, 1/4'e-200/4TAs. M.S. w/ :� - -- 1_.- F/e^..3/32' "` NAIi WASHER ! - `7/8'0a3/32• WING NUT wA5H1ER /� /� Y 12 1/2' O.C. j. (BEYOND) -Z\/e•.. 3/32• Al NUT "t �eY . 3/32- WING ScaN. WASHER O 12 1/2- O.C. C- NUT WASHER (WfONO) 1 4 TAPCON ANCHORS _ _ 1/4 TAPCON ANCHORS 1 4' i/2' Q ANCHORS 1 a;.;:CON ' -- 4 1/2. O.0 - -i 4 1/Y O.C. ... 4 1/Y O.C. ._ (STAGGERED N/ STD) (STAGGERED W/ STD) O 4 In• O.C. .... POURED CONCRETE POURED CONCRETE -POURED CONCRETE POURED CONCRIM CONCRETE BLOCK R CONCRETE BLOCK lX� BLOCK --. CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL UOUNTING INSTALLATION SECTION O REGULAR PANEL O LIFE SAFETY PANIEL O REGULAR PANEL O LIFE SAFETY PANEL SCALE 3/a•-1' SCALE 3/8•-1' SCALE 3/Ill SCALE 3/1l- I/4'. SU SHEET 10 a 20 FOR ANCHORS TYPE A NM)I= IME ' 100 A45.41111111iNNA WWC= FDR NSTAUTONS WO WOW a�`T�A N. T1 Fa6E OUEDM. ,•. AMOCO, YAG,6 Wo 3 ,,*1" •..•••••.., •�� EDGE MINIMUM AM EaDCAMOCO SWINGSRD ON THIS •PMtawl110 dIY••H� O•) ] ly --*'\§, se L FLORIDA BUILDING CODE IB h V•IoaR Nu came Zone SCHEDULE FOR ED. HISS THAN INDICATED GH 4Ar1 p,�,y y BN ] SCHEDULE REDUCE ANCHOR SPACING BY ARLT•'LYYG SAWING smom ON SCHEDULE mxx CA 409E NWMM RWDNR c NoF AM "ll Nc 20 GAGE GALVANIZED STEEL STORM PANEL FPBY . 0OPPERRAATOM TO BE D - 1. 1(y_- - � ACTORS. FOR TAG = *:*L` p� A.IIDOIM M: SMCNG aeDWEo ue.a FXCIM SHAL NOT q ,/y - - - = : _ �O�AI, PSYTEcna'I PRODuY,a. LW. O-LESS TNN OR I M SPADING .mICOED -- ? ' , I� L C O INt. °^�NMUC1 NCHIOR TYPE ON TH6 SCNEDIILL _r __. _ W ,.. $-^4••.-7A, • eoMPANY il°1]frlw 3H,4 ] '/T' - . FI/ aw. PI. r Al -,WmA n M1Y PLANE: M-"-T846 FAK: M-)Ne-Em 20-178 'hA Sal NA LAP::: aWY UA-N•, owen-`OP NAYM HIND D� SCAN/W .TLAIll wA GJ.�19 P.E We Al ,.wr - OMwrC r4P µ/ tMQI,) a M INSTALLATION : I . DETAILS FOR OPTION INTO EXISTING 1/4.0 TAPCON Y 8. O.C. _ _._..G/1 1/2' Ma. THNELDED ill FOR WOOD LIFE SAFETY STORM PANEL SYSTEM STRUCTURES __ - 11` / 1 _I(/4'r TAPCON 0 6. OC. . ;- I I - --9)/1 1 2' MIN. IINREADED ,i� ' PENETRATION AT WOOD11ON A WOOD 1I HEADER , /EIDER O "T1,j , i,I1, 1,���;I::-:� / I ( j .II, t4.I 111 o-I ,­- l -.I I-. 2 i - �- [/"�",,,�, ,,I,_I.",,1, WOOD HEIR _ - REOURED - � YM000 HEI:OER _� (t .f- REONREO j S.. [- L _. COAT. If 'L.J I Ml ElAR4nw to GLOMS (DICE "'Col , E)(1571NIC. ON Sell 16) w swrroW 1C GLASS 1' Al GLILSS ~ T.' Mw. _-.;H (SEE 9043XAE EOSTNG ON S.w 16) PANEL LENCM (SEE NOTE 1 BELOW) I .;:;�::!I _ !` -- PANEL LOOM r 1/{•e_p,I (SEE NOTE 1 BELOW) G1A55 , S.S. M.S. W/ - _ _ -_-) 7i _.._ .. -._.:..._ 7 S•f . 3/32' Y�ND NUf ­- _ 1',II , IIi - � : ::�I � I I - -1" -- � � I - . _._.�,_ . I /7� �J/ /�1 � 0 :I:: I LL . I � ( F)0 1; ! E0. , I I e. I I: EO WOOD PLATE '. 7/6.0 . 3/32' WING NU) wDDD PRATE ,_7/6.0 . 3/32- WING NUT REOIXED REQUIRED WASHER • e I/4' O.C. REQUIRED -• I I WASHER Y (BEYOND) REQ /14-I0 PANELMATE PLUS I14-10 PANELMATE PLUS ' Y 6 1/4- D.C. W/T 7/e - _ a 6 1/4' O.C. W/1 Ji --- MN. THREADED P({IETRAT,ON '' MIN. 1NIEAOED PDE7RATXN. �' �. AT MVMTH OF PLATE - .:_ AT MHOWNM OF PLATE ,. WALL MOUNTING INSTALLATION HRKAM AnN4NNNNaNNNM.MAA�. �P T�(z/N WALL MLOUNTING INSTAL! ATION A: O Iuf SCALE 3/8•-1• P�' • CENT •••%9 SCALE 3/8'-1• J f FLORIDA BUILDING CODE Wloetl tNIIS �3: s : NO 4416E •' NI h Nu .umo tiW]O. Al 20 CAGE GALVANIZED STEEL STORM PAINS cons Zone 1. NSTAUAT6N5 ARE ONLY VALID FOR BUILDINGS WM ASO. DESIGN LOADS UP TO ♦55.5, -72.0 PSF AND PANEL'S LENGTH UP TO Ill * m `-' - * ' � 9l : - _-i _ _ a ��-� GLOBAIL PROTECTION PRODUCTS, LLir. •O ••. S ATE 5 -j - -. IL NAaw. a.: •7A, DL1E. 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN -'���,I:.,, E C O INC. 1sTRR 1-!i 46WOE rM1 PINE N0. 2. w/ SPECIFIC DENSITY Of 055 OR EQUAL �R\Q1nr� CL' • ' to 'yhAAAS,AsN 33314 u aw Na, r WA WIMP Maw n a,M NWNL (P6•)OW-750. W. (6t4)N -M7 20-1 76 N Ir fM PMI r-,W .�,.� � OA/14.G M,: 11NLW . WAL/ow-AMIE/a4TC W-OM719 WW1F11 A 11OD L.. PL Y n-r - .HRr Y or 2a INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _IZ4' TAPCON ANCHORS -. 1/4' TAPCON ANCHORS Y 9' O.L. It 9' D.C. POURED CONCRETE ED CONCRETE -, OR OCCURRED ONCaRETE BLOC)L 1 .\\ C01NCREIBLOC1( L 11 �• ED� REQUIRED -'\\ L 1/4. 11/4' Mo.. �.; MO.. • ED• NT I I R.PIAMWNn, -0 r•- . m i¢w 1 ..n ,a 1 Eol GLASS I 1 , $ L__ _ - l r I CII f ED- - __. i 14-iD'6 PANELMATE PLUS W/ /e'0 . 3/32' WING NUT WASHER • 6 1/4' O.C. POURED CONCRETE OR CONCRETE BLOCK REOMRED WALL MOUNTING INSTALLATION SECTHM SA O REGULAR PANEL SCALE 3/6'-1' •3I SHEET It • 20 MR ANCHORS TYPE A ANCHOR TMIKON /H1 1/a i M/BlM2 SPACING FOR WrA ArOd INTO WOODAll r NOYW v,Uxs O.) ] 3 FROM BUILDING. MIMAMI ANCHOR SPAM= AND MINIMUM EDGE DISTANCE ARE IMDE47ED ON INS •SPY YmY.3 4rI..1. 0•J A ] SDIHmLLl FOR ED. LESS THAN INDICATED IN ftlED,IE REDUCE ANU,OR SPACING BY t 7WMNo SPACING Dom a 9DIIEaAE BCE ArJ p:•::r tw Ty 3 3 ,/2 AOML VA Tot NNE" RID18R BL M FOUDAO FACTORS, FOR MS OPERATION ro N POfSIL[ RDACCD I �A• _ M - - SPACM OSTA0R0 MM FACTOR SMALL NOT » LESS THAN VOWAUM SPACING INOCATED FOR EACH AN040M TYPE ON THIS SCHEDULE i yr '--- ---- -___ r - Tao - - ,m 3, - - I E . �. Iw atn0 w'•o IaoEX SOHgjCLASS I_ _ " __ 3yg .B 1 i 1 ,. _ - IT O( 0•� - � } I- - '----.. - •' -- i f 0 e. CD• i / - --1-- __H 41t-10.0 PANEIA.AIT PLUS W/ %B•6 . 3/32' WINO NUT WASHER (BEYOND) -POURED CONCRETE OR CONCRETE DCKBL REOLOtM WALL MQII G INSTALIATIO_N SECTION SR O LIFE SAFETY PANEL VIA,. SCALE 3/11l CODE GQEftAI_ NOEE51 VALID E-2 HANEi STORY PANEL SYSIEY 1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE N B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PAELMATE FEMALE ID • PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (Ah EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4-. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE, &2) MINIMUM EMBEDMENT OF 1/4.0 X 7/6' CALK-N ANCHORS SMALL BE IS 7/a• INTO CONCRETE. FOR A WIND SPEED AS REOU RED BY THE JIZSDICTON WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FAMISH MATERIAL SMALL IE PERMITTED. FOR A DIRECTIONNJTY FACTOR Ka-0.85, USING ASCE 7-16 AND SMALL NOT EXCEED THE MAXIMUM (ALS.D.) 1/4' 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG EMOUGH(SNOULD ANY FINISH MATERIAL EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26. ENGAGE 3/4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 9-3) IN CASE THAT PRECAST STONE. E. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WA TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 25. ANCHORS SHALL BE LING ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED M a. 1) AND N 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS BZ USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015, (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTIXRER, STORM PANEL'S ADEQUACY FOR (MALT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1926 Of ME ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. IS TO BE ATTACHED TO NORM PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME BUILDINGS. INSIDE W/O THE 115E OF A LADDER OR LIFT, THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEA/CAUUK ALL SHUTTER COMPONENT EDGE'S WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDINC TO PREVENT WND/RANN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 3. SERIES 1000 S15TALUTDN IS APPLICABLE TO DINGLE AND DOUBLE HUNG DIME WINDOWS WHEN INSIALLA110N IS REQUIRED TO BE PERFORMED FROM THE INSIDE Or STRUCTURE. 13 STOW PANEL OWALATION BALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING 4. SERIES 2000 INSTALLATION 6 APPLICABLE 70 DINGLE AND DOUBLE HUNG AND HORIZONTAL. SLIDERS STYLE WIDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INSTALLATION TS REWIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEWI ' IS TIMM PtMM S. ALL ALUMINUM EXTRUSIONS TO BE W63-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED, S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INWALIATION INCLUDING LIRE SAFETY OF 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUALTY STEEL. ASTLI A-653 GRADE 50 Mi... GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION Ol 58.5 kei (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. a. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANAN ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. 50018 W/ 50 Me! YIELD STRENGTH AND 90 loi TENSILE STRENGTH a SMALL COMPLY W/ FLORIOA BUILDING CODE SECTION 2411.3.3.4 (e) 577E SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIN REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9. BOLTS TO BE ASTA A-307 GALVANIZED STEEL DR AM 304 SERIES STAINLESS STEEL. Ol 36 ksi MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (E O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE T14E P.E.D. ENGWNEER OF RECORD, ACTING AS A DE ENGINEER TO THE P.E.D. ENGINEER. SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FORREVIEW (A) TO 0111STIMIC MIRED CONCOM (.) THIS P.E.D. SMALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. INC. (INN. 1'e-3192 D.L) RECORD THAT PREPARED It - 1/4• f X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. YCE-3000 p•s.i.) IS- STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORY PANEL IN - i,4-To PANELMATE FEMALE O a PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.2.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY CE-OPENING. (1'3350 p..A.) LABELING TO COMPLY WITH SECTION ,7D9.9.2 OF THE FLORIDA BUILDING CODE. A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4• AND 2- FOR PANELMATE FEMALE D A, PANELMATE PLUS. Il MINIMUM EMBEDMENT OF t/4.0 X 7/8' CALK -IN ANCHORS SMALL BE IS 7/8- INTO CONCRETE, NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4• BITo ANCHORS. µ,IN �,p A Tl •,•`CEN•• A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR i� l •+f. FLOOR, ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL .:: 'HLs S=C• SE AS MENTNED IN Ai) AND IN A.2). V . Z- _ : No. 44167 (B) Tn EXNsrID coNCRETE BLOCK WA L x*: * :*t - 1/4- ► TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BLILDEX INC. W FLORIDA BUILDING CODE ell h Vill Hurricon• Zone - 1/4' 0 X 7/8• CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (fm-1500 p.s.I.) a2a0 All PC *3O. •. FZ( jDA.•: 44 20 CAGE GALVANIZED STEEL STORY PAINS rP - ItsDUC PANEI. 20 FEMALE ID LAID PANELMATE PLUS ANCHORS, AS MANIffACTURED BY ELCO CONSTRUCTION , �� ORAYN BY. PRODUCTS (Cm-207f p.e.i.) �-} -,� �1010 GLOBAL PROTECTION PRODUCT'S. LLC. 01am �,IL E C O LNc 4•Eo iW. St STOW FL 334114 qrs rWq.nk ,- - Yn .1. PIaG (ee4)d75ft W; (04R M-4M 20-176 aPU .H-1a1 r1. SAL/WW/Al1.L/pANE a N - r El DAA,rG r a. YRT a, 6F Is feLTSt X mul 4. P.E Y It - a) C- 2 N Cu > (1) � -I-, U � O a)Q C O C .a Cu U N C/) C � C)O Cu U) 0^' O C O W O EO LL- -Ln l -O^ ' W O ` O �- -0 .- �/�U Vi ca. Q (MV a z z w J -*- (I1 ,� o fV Il- cr) (D C-) Z---.) CL; _I- _I,- rY , ` (- A J ' 1� (V ` V 7 V' Tl ' L/J � O-r .L: " �: �-: `r /--' V� K n ,- Q' \ > Imo, �/`�, W .^0` r, W a :> i _1 0 I, ..N 1� I -.. >, t� ? IW -Q L r -At Ji C O L) d- Rx '>a �y:-3.r L cu L °W COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS ,/24r ISOE NEE 2 moor)(SCALE 1/2-1")1'/24 24 4 W/ a W/e ©• ® Asa ,OE 2 BIRDER hw,' SINS 3• me. 2'/24 , •/24 4 s A 2 B (,a NOR 3 6ELOO PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK __ - _ _ V. elm` _ NOR CONCRETE AIC.gR. %I CaMpEW _.-- -, 5.1f0- (TOTAL WDTH)-- - --- -- -..... _._. _ - 225 - - 2.591•--•, �. W LAC. AC '.Ye'• fC,EDMSSEE ON sww 26 1, ' Cm SMERSS ON =tat -"I ,• l 's Kmr�IREEsolw a 4 ra•:L coNOEw NnR,w \ 4 c.H PW 1RH,SYII'rr=°'U I CaDEfC� MQWre 6 - .- _. .. .. -' -- - ... ) ._._ __. __.-. ). _ __. .-._._) �I- RJ_ 1/2' . I/2. I/2•-. . _ - END F MIT a) Iw,' SYs.J -- 011� a1Jr 1 11 -{ ` w MET Im) 4 o.a ,/.'•-BY]/.• Ys. �� H 1/4' \ ! I - ( . . I fl . rareo as CEF4 �.. \\ !A C EI \��: ,.l�r/•-Hai ,Tr ac /E wNat• IUDs J W..__ 12 SOD' (EFFECTIVE WIDTH --- -- '' 2.250' �)' _ 'Ste, Ea n)E wwm a)Di1T 079' .075' i 1. _.. .. _ _._ t� I 4 Rio d'a® a) .-. ,,350 -. -1. .- -. 1.350 - - .>50o T 1 _.- . I � ) ra�t®LVIDWw� , 1-4 a) - 2.500' - T.-T,•r� -r . -.-.- �T�-r_,_•T�I r ri X.L. _ L -_ oM , .M3111 �`. , faDq.': D°. ! TAP' 2.2N' T7p 1 a- _. _1_: - _ - �� - -. N •ealPyD\\ ( \ 9 ". .; � X ' 4 �a,• �D7 hQ al A /! _� 2.657' 0.D30' M. 11fCK HEDGED_..s' 3.500' 2.SOO' 71-�, T - _,.-, \ a .. ttl/wm uo Ya. -_) oY s y NNE _-. _ 1 GALWP.2ED STED. EDGE I / ,`Z'J -, � -• '-'�"'I� T-T-i 1 (A % R' T -r r-r-7 -r•rrr� L _ z.000• z�p'i I cocE TYP. ASW A-w Al iR. I � I � � I ) I (uD .2«w tnro � (NiEAort'vA�T (irtEr+IDn PNcU PATNEL) (E.o'ww.UTl ,. I �. ` , � � v.W NIn • � c.. _ ^ f, og C/) FINNED • 7 ♦ 2.2N• LEE ,GTE Z�)4 BELa1 (YIEYaII PANEL) (IHTD•OR (MUDOW PAQ SCE NOTE 2. L a eElOw SEE NOI[12. 3, 4 1 4 1 1 Sa I I • • I \` , 1 L LIrIOa�N I ( - a , AL. I 1 �''2, .. CIND[ w MNWUY DttAL L _� 1 � I I +1gtE ' I ' OYR� thP.) , a I v /I j$7A4 A I 46.0 r'-a0 G4.Y. S +`RRr •' I I I I S I I I pD , T 51 I r. I ' a I , I i wa .:,..CEP I - 1t- -- - --- ------- ---- _ zs. ? I -1._ i t I I 1 1 t . I . I , It1..S' 0'--1.3�0' - l_ _ 1 h I •1.. I I I .. I I I T[0 PANEL. w/ -. _.1 .. I I I a aYN ® I , Y- I I I (8 1- ---."-_._ _.- `2.470'----I! ''250. I I I B/OLLT`ED(2PPANNES IF / YS w/ 1 I 1 I I u R ,u +/ I L .�Vj--""6.290' .250`I- )I L• ). ,�- - ..._..1. _ .I. _ . 1 1. L.,SL�YINA49 Y.S. w40 %'L' -Tfl-11 - _ -. 4.3 4o .L. I I R I ISTORY PANEL auo'- - Q' zl s wrAN,urs 1-_�. _1_ _ 1 L _ 1.94RAP -� t t �P . e, or I 5 I I 1 T I i T i, , ti ) -� �. �.. . T11 om_ .�, I i a I IM1II 9 O O3 $EYEBSED "U' TRACK I 1-TiI Hsa somAL I : sa smeaMa I IAA T t i i (" • a •� al WQt 23 I d WQT M I P. 1SOMIDOU: I ,/4'�Ia.H//4• i�f� PANEL'S END UP IllR1R G9,IDIE1C JNOaaS: SIX (�- •• ' (ALTFMA7F PAMELMATE �� iXIN �• /9R YA , )/ Asl /•� I-- FOA r. 1 ? 4".-20a1/4' L,-E SaED,RIE ' I w Meal 7a , 7/Ww , L-3-- SEE NOTE { BELOW _ • •¢,E N01E 3_ r� _lr_ AA , EMI' I LL/ySOEW w I tAp aA4 I I a/ . sHQI 2a I v.'r"W'. tea. Ytv-TYl4TI0N I YN MAP (/.�� W/ HFAYEO C11tY. - .750' .-. I'' Min. row •Daw 1' , A USED ORCA� /r /: • 1 MYa ff i' I ]: 1 ,.,, N faEr W/ I m aASS I MYn wWM '•9 o- -1 L •- -.250 SCAODINtE SEC OL WEE+ M SC3Ew: I , 1 1 T bO PNRLS 1 I flDN MAN I 1 m aAsi. /B•W]2' ` f ,TSO T SSQ¢ Hal[ ] OR w/ OR w/ B 7 cwwMl•AP I •.nosa' ( aENor © © • O P INTERIOR PANELS. ,e• +LAST PANEL TO BE I STALBD AT EACH I I I I .. I ! w�"aH"IOAWilAr I YAa / .Bt]•! UST PANEL i1� to Ix NSTILLID At EACH OPFJNRAIMrs Ix FRDAOEO w/ I I I I - ----- 1 - - - - I 1 tO.OB'TYPICALFOR ELEVATIONOPINCNC SHALL ALWAYS E PROIOFD wPICALELEVATIZ REM HMHDIE TO FACAITATE NSTAyAT& I 1 Iy R I _f-_ .. �_ ' `• t -- RFM R44M TO FACILITATE NSTALA W OT7FIOED ro BC .HSTAE,LED FRaH I --1- _. I _-.�- p $p 1 ! p \F1250�.' .125^ 4'! 12F - Ir INTENDED To BE INSTALLED FROM � - N4" a STRUCTURE. f I NyR4 � I I � ra I i' �? �/ ry I _ - BANE S/3r - I' INSICE OF 6TRUCTIRE. Fa'- I I � ILK HEMMED fOYE 3/34• - ,• Y �I �y R� U NE _ • , - L _ ?. I 13.7so• + _. v{• Y... ow ) 1 3 R I 10I / 7�iBsal/i2) WMAP,H I EP . I 3 G.Y I -1 '/4• Me.- w t/{' Yr cM 1/4• me. w . 1 p M Y 1 ­Ar -/- / \ Ill ISOMETRIC VIEW DETAIL A z000 �� 20D0 \/ \1/ I I _ _-_ -.a) ell - . I J ,­­'. - 11 1, I 4r , r Ar) I I i;/11[i , 41 ROUNDED CORNER • ENDS OF PANEL'S --- -) t oW©w/ a r/o ©• 0 I 2 1 �� i /;, 1 I i � ' 6 c.A I � , r-.0 END LIP W/ HEMMED EDGE In 7S0• SECTION B-B 71tr�'xwNniDGst"0M m ' - (N.rs) _ 1. SECTION A-A� 110YE 3/s2 - r YAEo i_r - _ Ol °°o"` nwoaI.i i L ronL i , I O p �2.000'-_� (TYP•) .. .. (1) DEFINITION a SERIES tOm E - Z HANG STORY PIM'IFL SYSTEM CONSISTING OF PANEL 4 I !. - -� 14- I t �' ,H'4-YAo/•' Ys mrnCa aPCMM w Y- ■ , S. Yaa. N,41E5_; /C,•�L' TRACKS AT TOP a PANELMATE PLUS OR 15' TONG - , - /• a- (1). DEZIIDON OF SEIZES 2000: EC- Z HAl STORM PANEL SYSTEM CONSMTNC Of PANEL a 'V' - -I 'W/ 7AYA•]n 114 � aaLaE1E� .,w w Ai BOTTOM W/ PANELLNTES ! I PaYRI--to-:•Y-to- ma /4v-2m1.' • F• /' '� ' Nw'- ' v4smJ/•• YS iwi r/ 7A ,HIND .LOCA 1 Eli •/)�/]P' Y Cont. TRACKS TOP a BOTTOM. (2), END PANELS SMALL ALWAYS BE CONECTED TO 1/M 9LL WALL BY MEANS OF wM a ,/.T1 aus/.• m GD I N ..- _... _ IEYaNID 1 �: boa+ �� /f Q y-2ry� /•-# H"w.- 4O 'J' TRACK (S © 2 x'SN(Max.) ALUM. ANGLE (2) PANELS SITYLL ALWAYS BE CONNECTED 70 BOTTOM TRACK OTHERWISE A STOP BW PANEWATES OR. FUSED Y W/ 1S LONG Q) tRACK AT 00170M. fND PAYEES msRtE:Yn- 'Noa 'iYaM)MIt _ a•E y toeaPi'~ J Y/a. V2AtyM, oWN"'OEaae)ew K'Er U t t s W90E SHAMS BL PROVIDED AT TOP OF SUCH PANELS. SILL OE CONNECTED 70 w/ 1//4'e 20.3/4 S w// 7/ //32' (YX .o nut r aruW,[ we aw� .IM w PAW w Werr a) \ iL Art GOB1-TB Alum. INLAY MINE NUT ON )//4'0-20.S Min. THUMBSCREW INTO TAf'pEp ES(CEPt AS w s4El a) !f. 'O I IB S.IfDut _CEO fR DaONIHH) 6 • w a, //� 125' (3). IF END PANELS ARE CONNECTED t0 BO7TO1 TRACK. CONNECTDN SHALL CONSST OF DESCRIBED aN NOrE (3) ow). WALL AND DIRECT MOUNTING INST. w MST 3a d„ m I� �/ j _ (_ 1/4-0-20.3/4' M.S. w/ 7/a 0zs/3z' w NG NUT OR 1/4 n3/4' Mi4. tnU BSCREw WALL MOUNTING DIST_ INTO TAPPED BOTTOM TRACK. LOCATON OF FASTENERS MAY RITE AT EITHER OF TWO (3). EDIT CASES WHEN END PANELS ARE USE J611lRY w/ ts- LONG AT SECTION 2' ExtERIDR FLIT FRINGES OF ENO PANEL. lITTOM BUT END PANELS ARE NOT CONNECTED TO BOTTOM TRACrK .QSTOP BAR SECTION V I� scuE s/e-I• FLOOR TO CEILING MOUNTING INST_ BUILD -OUT MOUNTING AST. L ICU (4), N CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR tFO swu BE PITWHE A7 TOP or S A SOME. SCALE 3/e-,• g SECTION 3" SECTION 4 � M S ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK (a). FOR INSTALLATIONS EXISTING WHEN END PANELS AND SOME INTERIOR PANELS ARE PANE [xytou 4' w ,. SINE 3/e-1' SCALE 3/11l B ■ ■ ! .I, U51D SPECS INDICATED ON NOTE (3) ABOVE. N SUCH CASE. CONNECTION OF PANELS MWNifl) TO Ex1 WLY SILL WALL MEANS a< PANELMAIES, ONE NTERDR PANEL SEER +d0 w Y'6NrgTw. ROop Is I MA MI MAY W USED JOWLY OL TRACK AL SHOWN N ELEVATION 90T AND TRAGIC TO WALL ... IwE Q YR (¢�Joa /0P N Ai IHUHIHNIA /� � TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. w/ TYlO PANEU.NTES FOLLOWING SHOWN ON ELEVATION AA W/ 3 U. t aowOm,K m 2•ACRf•�gj)A w �,�A� § �-ySE . a%.... (5) SEE SECT)ON 1'. 3' k 4' ON SHEET 24, SEE ANCNDN SCHEDULE ON S EET 25 MM. EDGE DWANCE. FOR THIS CAS(�27 INTER OR PANEi USED Y W/ V U. 4 (W WAO . _ aF ® (��N.4, � w ,trm OR ffim W ZF� A. Tt./ n 7S0• .ass• (TmJ ,11`; 'vCENI :.1. HOpHHuA N,, NNA wcNNOT "ETNA7roAD.H1xAC CONNECTED ELs TO Tf1E L1NEF7�e RiCtir SEE �R PAiRE1) STALLEDH gtm NSPAUATw ,,.E a YraK 13 '� ''vCEN/S�;•r✓,�! w 1. T ra`'�EA,.:....Ul't+ 5 RT:,Awm B, �. g�`'�� =y� = FLORIDA BUILDING CODE (Nigh Velocity Nu Cons Zone) Q L. 1 No. 44167 �GENS 'P FLORIDA tNJILDING CODE NI h V•Ix Nu cone Zon• �._ _ CEP • X mY MlwnNu rAN ` _ No. 44167 -E *: FLORODJL BOLDING CODE M h Y•14xif Nurrican• ton• =�3:' �. - O 1 _ .750•- : .20aN RIEFL NC. rJ'. _ o2Na RIBALD. aG rP. © W NN Lm 10 WSI sM' - aOslo 1l,RO. aC FP. I-q •. ATE OF 20 GACF CALY/JIIZED STEEL STORY PANEL _ ND. 4 167 _ 20 GAGE GALVANIZED STEEL STORM PANEL ''. STATE OF , C r 20 GAGE 6ALVANQED 5TEEL STORM PANEL aHwY a Z L-3• MAaI.�+ 90; : C aMN B,: _ * #, DRUM SP: j roa Dmara D'• 'a k. �i �'. GRID s `- m s i r, � ._ mwe" FAIL i L_ Ea . ', IRK o2/m/amo •''•,,FS'' •••••• ' GLOBAL PROTECTION PRODLICTS3 LLC. �aMf STAR OF' : o x > GLOBAL PROTECTION PRODUCTS, LLC. sa xm.N w GLOBAL PROTECTION PRODUCTS, LLC. O 3'x3' ax ALUM. ANGLE O STOP BAR .,, S/ %'� O INe. we //Y . t yIEW x San ») S/ IL E C O ENe ° E' Z AEY-� ..I NAL �' L E 4Em iw. sr RIMIER "/'•. f' �. 4em iw. /1 StMEr '' 4Ew i•. st YrQ2 t 1' LONG NMNIMINI /'tYJG//U • Go,vANr WN+E n. ]a],4 4%, �.c'•., 10 {0 • cN� aMc, n wH L L 1 H .. s. W .,•. r wN wwaCOHNWn,« Nac a6P)�7sa rl�acItaLNI-•2/7 Kr Ww w. r s. rAYw N.I®w N aw AHrpNc (664WR-2x1, M. (wHeo-M, 20-176 y (E' (, a t r a, ,wWm .raN, n aw N1aE: (/54tw-7s4rL fAa: (asl)mFa»2 20-176 / / ( 20-178 Q 5063-T5 Alum. ALLOY ( r,..1 o.W an-,sW . . 0.R m-1aI (.R In-ra, PL. ffAL/WwAiIE/DL1E G-0001in 4wAY wt w. w.er AIM HI• .•� G-aONH arm. wr w owMNa w J ,i A�.s/QN l F'31:;�. * Pr : aN) m h9 arM m-w, �Y. IMP YN 1XLWWr6 - Par : , iF-,u, ..n WA11W A N... V Y H-+Y MART n aF 26 AA•Nlllil IAHH•PE SW./SIYNIURE/blE IYL701 A TINT Nt.t P.E - MART D p el PE. bFA,/SIOrl4TUNE/ONE wA7O1 A 1•ilT NI.. PE r-W +` am" DI N A a - SHEET NO. SH 1.2 ___ _�_ - -- ) I 1 I I I 1 L- fT I i:i>L -'. i. 1 . . •S�a- N1N ry N I l 41 lhll 1. .. •4.F . AIR... MAXIMUM ASD. Y•H. P�rDICd M WON" OI ION PANEON ro CLAMT C SECTIONS +06.0. -75.3 70, OR LEGS 2 9/t6• BOLTED • 1'. 2'. 3, I.W I 2*W a 3"W .66.0. -75.3 70' OR LESS 2 7/8' 80LTED • a' tr - " IE+ASIIED/FRl M IN Q , PANEL . k WIMGA/T AT OVERLAPdo4OX OF PANEL LENGTH WF PI ".H. , ll ' 1! I,IN . 71 . 311 ll' M l 11 _I.A.H .71:1. s.-.Zilxvwl.,igAwrlJill = MAXIMUM A-S.D. DESIGN MAXIMUM ANCHORS SPACING FOR L D.. 3 I/2• - APPLICABLE TO SECTIONS / k An COMBINATION OF THEM IMP, PAIL LOW, t. D") PRESSURE TAPCONS flax -IN PAHLLAATE FEMALE D PANELAV49 PILLS To WrLMT[ "D CONCRETE BLOCK TD WNrACIE BLOCK ro CONCRETETo ca000coeoFl� BLOCK LXN GI[I[ 12' N/A 12• N/A 12' N/A 12' N/A 1' tr 2- (TOP) IT" 3.* 10. 3' S• 4• 5' 4- 1' (801TON) 12' 3' 12' S- 6' 6' 6' 6' 1'�') 1 ++ 56.0, N/A N/A N/A N/A N/A N/A 12 1/2- it' 2- (BORON) -75.J 7• N/A 6 1/2' N/A 4 1/2• N/A 4 1/2• N/A 3' (TOP) 70' OR LESS 12' N/A 12' N/A 9 1/2• N/A 9 1/2- N/A 3' (BOTTOM) 12' N/A 12• 1 N/A 1 12' N/A 12• N/A 4' (TOP) 12' 6' 12' 9 1/2' 12- I'_ 12' IT' 4' (BOTTOM) W WITTED TO 66.0 0*.r. AS.D. DESIGN PRESSURE RATING. A SEE SLEET 26 FOR ANCH016 TYPE k SPACING FOR INSTALL ATIOW INTO WOOD FRAME MWIILDIND. NeOMUW ANCHOR SMCMM AND 1NW4 EDGE DISTANCE AM INDICATED ON THIS SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY KXTIa.YING S %CHI SHOWN DN IFOAE 9CBY We FOIDWING FACERS. FOR THIS OPEMMW TOE Pt1W9 ED RUCED SPACING ORI WM USING FACTOR SWU NOT E LESS THAN MINIMUM SPACING INDICATED /'OR EACH ANCHOR TYPE AT /MCIOLS LEGEND. ANOM PIS[ t/YW 1/4'. NIIIemn 1/4'. ALHOINTE 1 //41 TAOW cu_ w ANCHOR gPALWR D.) 3 3 3 2117 .W.l OfiAlX OAIIr.I, aL) 3 3 ! D ILaw 3 3 ,n 3 ,n • Xl EA (NNE •INNW /ADI I , to la I - I - I Y UM - Ao u 31 - I ,m 1 •I• REQUIRES MD.. DISTmm BETWEEN BOTTOM OF PANEL 1 AM® TO BE 1/2' -,Yo1• 1 ++ EOURM Mo.. DISTANCE BETWEEN BOTTOM OF PANEL I AND (D 70 E6 : 3/,' I 3 16- Ma, OMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 --15.125• (TOTAL WIDTH) ..... -- - - , --. --- - 2A117'.. - - . -- -- --12.500' (EFFECTIVE WIDEN} - - - -- -- .. - __ - --.193• ( I ISO 1/4-F20.3/4- - 750• -- $.I, STUD W47M ,-•--I.,to' .L _ - - _ - _.. -- 6 1/4' (WP.)- - - - - 1.SS0'.-. - 1.350 - \ 1330' IW' 374-_ .123' 10 AM= a 6 1/4' 18e'-t � .OWO • 12 1/Y O.C. �- S�ail., / i, .. 0.024' INK TICK 6 h g - �1.5W ].375•T (W7 E,lEVOLSED) 1 J( 1.671' F--,..--, ,.soo•EDGE i _•NEDMED 9µk1N W SIM ,, .064' - Dp. 1 ASN A683 TYP. GRIDS w WOW,, I ",2.000' - 2.125' .OI15-_.10 - - - DRAT A C-60 Gµv. 4t LOGE I _( _ _T 375• L 054' •-1.5W� .125' l _ `) (nP.) �t STORM PANEL - - - - - - -1.350• L --, .350'-- OVAL A L I- 2.000--- --1 'I_... PANELS SMALL E INSTALLED ALWAYS 2.387•. -. _ FROM DnSOFn INN HEADER () "E" TRACK (4) ANGLE WITH STUD AT EA UrO[FAmin 2) Avoil WIEM•Im FOCE 50.05' aNY � .375' 0 1 r�•/ .(-I - TOP. PANEL.�F Cal (MAR.) GALVANIZED SIM PANEL � * � � IPX .133.1. 0.270l � 1 I 2W. L 6.62S 1 , 0.375• 0.250- - 2.59t• - - 2.250- b.2w' -'' . _.._ H�MtrFE,p - - 1 ISOMETRIC VIEW DETAIL A I wT •.625' L - -Low-......I 133•T -_ _ - - W.270.-� .oRNo• � -� .. 1 DR ; N _2•.AN ROUNDED CORNER ENDS OF PANEL'S I 1 - lIA .Wa' - - •- 2 J76' _ _ END UP W/ HEMMED EDGE. (-- (N.T.S) 1 _ - .MI .375- A25' OM 3.750 072' 2.5W- I -- _ .097- o6r�J BL���p7 -, .067' B q 750' SO KEY HOLE WASHER J+Ds-H154 ALUM. ALLar H �-- _ © KEY HOLE AT EDGE OF PANEL PANEL I - .750' - .- I I.1N' -- .750-- .613' .SEE Uw SHEET I FOR ADDITIONAL iNa E SI•ELVT CATION 5 F )', .091' O SLEEVE ZrB•uL1fA1.�/uyAr i ,- 125' - (1YP) DAILY VANS 1 ON.Y VIVID TOR RlSTAL1ATIO$ INTO WOOD STRUCTURES, 1.250' 1 .375• � . --I MAX. LENGTH w ,a•. L. T _,ZSO I 2.000' -. 2.oW 1750' �. -.193' - -as4a - _ ---I ! I - t-.ne O 1.050.0 LL 125' 2.000' TEMP•), ,.750' .230- " r O Erp�F�'r. B W� JiEY�' HIV YETI I I. i (TYP.) - _I - .. _ - - I- MIN. TO 5• All _. -- - - .. ® SLEEVEr MAX. - 2.oa9'- -- I ANGLE © �,,MFs My., 11 "J" TRACK Q PANEL HANGER .37�- -- loop _. -- - 31114 --' R06i-7S ALLOY w 200' AN PNt". Tw ('^M t' A,�,� /-:�, ..•...,�c7N 1 1/4" WIDE) _ _ F - I -1 _ 3t1• .ON 1.. 1 1.671• 1 - 50 )--- ± .082' - 470 .275' 08j. -1t -�- 1 - -_ 2_�. ( ( P p ,.125' 880' 2SD.- 1. N. O ® MIN. e + i23' y,• '3, 1. ��'y1Q': •'•GEN"(•,•,''• - ri V �C = N0. 44167 ? z 1 n'�' (USE (USE ONLY FOR E-Z HANG STORM PANEL SYS'TEM) 6063-TO ALUM. ALLOY FLORIDA BUILDING CODE Non High Velocity Hu cons Zone 24 GAGE GALVANIZED STEEL STORM PARR o 'in. 1. __ I .on. 1.201. v I . - _ _ _ _ _ -i . _. _ -p = Q; STATE OF - - 2.0l - - 1) .oSD- LE._-.. --- SEE SECTONS -- - - - I�DWN,. L - 9'. - -. $ o •. f Dv - - V-, WAI �� I L E C/ws O INe. GLOBAL. PROTECTION PRODUCTS, U.C.LLC. DBE 44M LW. 51 wrNwu .zM• r 'I, u `e L rki a W.rW WW.WW. w Asir LWA FL 33314 F>O E (e6N}M-7a1D. FAX: (F6lRM-F797 20-175 i© BUILD -GUT Air ®4 BUILD -OUT "F" TRACK 1© & ® WAS14EWD WINGNUT FlL^TNNINY INRSI ww . ora o�+MOB-: W Fn_w, r„ OWA1Wi N. TRACK ANGLE (ZAANC 3 ALLOY) PC SENJ owtow/aa[ W m,,°0°F7t... 'E. *W w I.w 2 SIP 19 INSTALLATION INTO POURED CONCRETE DETAILS FOR REGULAR PANEL OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE Gin ANCHORS;LOCATION CONCRETE ANCHORS (SEE SONEDLAi ON - EXISTING POURED CONCRETE .__(SEE SCHEGuE ON THROUGH.. SHEETS 9 TOUGH 10) EXISTING POURED CONCRETE OR CONCRETE BLOCK -' $MEETS 9 THROWN t0)� ORETE BLOCK SOURED. , - EXISTING PDUED -._ EONCNETE REOIIIRL"D - ED. '/ ��TE AEG Cal A7ICIORS (SEE SCHEDULE ON '1 SHEETS 9 THRDUf,H 1 / r 1/' �j// GI ../J 1/2- /• - 4 I ® -ID --.ND- 1/.--soilll 11/4• . MAX,' CONCRETE ANCHORS � - ,l' S.S. Y3: , o. r/ r1r 11 Fr - MAX _.. -_ T __ _.- - __ 1 • SEE SCHEDULE ON _ _�.- /,• . '. , • +2 .. (. _ _ .. "- I 9HHEE15 THROUGH + tn' - _ _ 1 , ; . ��p\3� 1 9 10) 1 1/.-•-2o.tn• i i'%4•e;c F.D.// t:l i EXISDNNCG �PANEL I ) E-D. _ / // I _ - .� . I / / / ' i.' Mo.. LENGTH // . / •' I a ./ J'' I (SEE SCHEDULE GLAD I 1 I ® Mil. I ON SSHHEECEET�3 1 I _ 1/4'.-Zal' j i �:/ I SEPARATION I O �SCEDILE ue6L>n. AT 1 m CASs. i H � (SEC SCHEDULE I ,/.'.-tot• ON SEWERS 1 1 i I FaR 1- LIaM OEM J•/') 1• �,,. --' TO CLASS. 1 1/•'r2o,• (SEE SCEOIILE ON I ss eON r 9 tr FpR 1 ON SHEET 3) i IF.II. e. W SPACER v 1 1 tl L • Min. -1- H PANEL tFNCM L_ (SEE SCHEDULE f - ON SHEET 3) 1 ? fl 3f -_ : of raW PALL - AV- - IDNMN 0 J� L 'l' Yoa. I >r. }r _: 01E rW PALL PANEL LENGTH I , 1 tDRo.l 0.W1 T-e') (SEE SCHEDULE E 1 -''� -. _ 1 SiPARAT10N I TO GLASS. (ilmn _�J 1 t O _ - j-- ON SHEET 3) H LASS ' -+._ (SEE SCHEDULE 1 ON SHEET 3) SOX -L' . --_ -i___ O 'L -. _--.- I I I I I OF WAX. ;' ✓/ OF wX. r„' / I 1 1 0 1 1- / -, 1 Ilr 1 1 e 12 1/2- O.0 E.D _ / 1 - -.. I SPACER , LD j/, LENGTH 1 OF -L 1 1 :, .I / .� 1 MAX. 1 I I 1_ ,.,,/ I I - 1 ,/4•I-Aft' � KN •DIN 1 [- - 1 CONCRETE ANCHORS_ I .��\1 EXISTINGPOUM� \ `: ���\\�� \ \�; (SEE SCNEDUIE ON / / �. \�� EDGE O WALL oR SUB SHEETS 9 THROUGH 10) W • l ,/A• OC WNCETE ANCHORS - -T-- I // �/y�] - _3. _ t (SEE SCHEDULE ON SHEETS 9 THROUGH 10} / �=•I 1MA711' FOR zt/� LOURED (ALT. CONDITION) Eltl511Nf. PoURED CONCRETE D.C.FVIVA SPFACERSLFOALL DESIGN L PANEL POURED CONCRETE ANCHORS \ / REQUIRED. BLOCK LENGTHS PER SHEETS 3. CONCRETE BLOCK ISEE --_ E.D __- //./ I* MAX. LONG µ- SPACERS O REOLNRED. 12 1/2* O.C. (SEE TABLE /I ON SHEETS 98 TNROUCH 10) SHEETS 9 tr 10.) CEILING M OOR MOU(�jJ)� SCALE 3/8.1.1.4 SECTION SCALE 3/0-1• WALL MOUNTING /DIRECTMOUNT W/SPACERS n OR-6 SCALE 3/8.1• �Q rk� . .9 .23L;'•VCEN�E FLORIDA BURRING CODE Non High VelocIfty Nurcicom Zone) I - : 44167 s ewle TUTC0. r0 24 GAGE GALVANIZED STEER STORM PANEL E.D. - EDGE DISTANCE (ATE FOR COMBINATION of SECTIONS: SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE (SHEETS - * STATE O * �:��-- --- 1y . F� � - aRID (MAIN GLOBAL PROTECTION PRODUCTS, LLC. 67DATE, IL E C O INt. Moo Se. 6, F"W 9 k 10) COMBINED IN ANY WAY TO SUIT ANY 'fLCA'tNN` •• 'w 'aN. V/- =-. r.a,+r«Wa wa,M •2"` 20-175 Nw. anw.laI a -,M, w,Oe (w)MM -?a L FAR: (a5glr-e7e7 INSTALLATION. •N �OA•I���'-.-V�I�W1Jj � �HR OMeeO IRa .Is INNNIMVM.A/SK/NnNE/own ,A-000167 -- a O Ho Whim A NWT Jr., PE. s0 „-,.. INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL INTO EXISTING WOOD STRUCTURES V4•• lu screw • e' o.C. r/ . _ /2• ANIn THREADED PCWMIION ( 2'a4' MOW 1/4'4 LAC SCREWS • 6. CC W/ ; TO EXISTING WOOD HEADER -1 1/4/]• 6PENETRATION i..`. - I' MT OR ON EDGED t 1/2' MIN. THREADED PENETTNT" WIN TpgApm tEXT.0 ro EKISTM WOOD HEADER. TO WOOD NEiY1ER. -I 1 Can. p..,' s.us. / `,rj7 • EA CND OF Q 1 . •_ Conl. p.w S.vLs Ix 6 C4nR V// 2TRf3/4 Y.S. 4 I 1 - Now i0t z" o • FA END - Q - S l/(III/ }, Q I / I % / 4 cen . 1 1 e. ,Nt• S.Y. lAG 3' N S SCMTRA • O.0 f; pp I t � 2S .- HBn G END of - 70a3 TRUSS 2 •OW ED MINC,MION / T 19AD M.S. �/ T/e'h7/12' TO E/%SnNG W000 .fAOCa. -�Q• to ELON ,, / !ImDETAIL t/24! I i, --( MNG MUr O EYET'8 (Twp.) (SEE ERA• A5 1/16- - POP RNET 4 CmL 0-W ---( • Mw1M10+1H a EVENW ®+EA •EMNOf' r�L ,-..4+,f. T�_6FS4Tt i , Rto) 7 Q itco R1 Rti0ARC0 DET 6 E 1 T � FLOW) -I WOOD HE.+D[n SOLVED I 1 - _ 2 II 0• wo, _ I/1•.-20..7/4• I 5 2 Lips -YIN SEPARATION . Y6 r/�/, 9 11 y% A.1 Y I I 1 SEPARATKW I �1r4'e-20v1/i {> TO GLASS. 1/e'a]�]z' NUt - ro CLAM. .z> R/T/6..3/12• 1 i i NUT a (� i12' DC. • I i tJ I WING NUT • EVERY OVE1aA L' 1 2 7/a• MN. OVERW I EVERT - SEPARATION W/ SCREW Y' e - TO GLASS 1/N'.I/.• I5, , I ' N/aSO1E/W r I r 1 y " §+ •y I SEPARATION MIN f 1/e•.a1/32J RING-yMUf]• I - SfPARAIXXI WING HA)T • i I ro GLASS. I MRr OVERLAP I EVER, OVERLAP I I_ F I ,- ____ 4 - I � r I I_ a ; rp CC¢¢ {4 i r " t - Q i X DC r f K i J _. I ry I M r ! 8f I I 1 4.1-20.1/1' M.S. I , N 3 Cee. I W I D I I I e n• D c. .' �- �- _ lin I 4• M.S.. W - 1 4'I PAREWAI[ FFJMIL O 6 � O ��•� W.NO PNiELMTE PLUS r ' - 2 NV / CRII 1 1 "I-- 14Y-2A3 .' MS TN/0' CI 1 4 P-ii00�.}3//4' MIN THREADED R/ / IIM�EM/(SEE NOTE ,A OElON) I / 7/8•w1/]2" HANG NCT0 PENRR.'IONe 2 t/Y 0.[. ) o I. WIN - NU, 1 1/1VI!./.• 1 4'A i/G SCREWS • 8. O.C. r/ qh xj Y1i ( t 4Y- / 1. TIRA,BSCEW 1 1 TM i' M.S. W 2]O //2 Yin. LADED PINETATbM a---rp0p hATE LOWED 7/ NUT 11 I NOTE to ELOW) WpWOtN a PRATE AT SERIES 2000 OR `r MT OR ON EDGE !t 4.-p,W3p/14G' (I) /ta-10 PN$AATE PLK W/INSTALLA{Ei(TL�A�L�111/l'!L �_ (SEE NOTE ,A BELOW) - 6 1/.'I-20J/N' Y.S. W/ ]/a'43/37' 1 ] e MA PETE'TRATON • 12 • W outmN CON WING Nm a 1r Dc. SERE IOW - ,/N'• RAG SCREWS • 0' 0G W/ t/11 LAG SCE1Y3 • 6' OC W/ WIN (2) ]'ri' 1 1/2' Mn. THREADED PFNETRATON An. , 1/2- Yin THREADED PENETRATLN .,.a -2. 1 , (2) 214- PUTS EQURED ALTERNATIVE 2• RE N000 PLATE ,iweow a well Or PLATE WALL MOUN MT o ON EDGE FLAT SCALE •/4•-,• 11 2-le NOW MT OR OH EDGE Pun EOAEn rur ALTERNATIVE I' W NG SCALE 1/4"- I' B1�LI�.��1�i���� ltlJJBL� 811S7E1� fi= FLOOR TO CEILING MOUNTING ham • INSTALLATION ALTERNATIVE 4" W 1. INSTALLATIONS ARE ONLY VAUD FOR BUaDINGS WITH AS.D. DESIGN LOADS WE SCALE ,/.•-1• LIP TO E1W000 TEMP[INSIALIGTgY STO'E 2. FOR NEW HOOD YEYBFIRS SOUTHERN 9[ T -- Y ��RspNl�[aL PINE -'',1 ' � ! �'9�4% No, 2. N/ SPECIFIC DENSM OF 0.55 OR EQUAL `a�P�'' CEN v TF '' • s FLORIDA BUILDING CODE (High VelocityHUTT(cone Zone) rrtF 1A. -- • N0. 4 � eDo2D TLT¢a W. SEE S%CIrA AND aEOHAEAE71,3 FLIT or sraP BAR ® AT roP As ' *' : * = 20 GAGE GALVANIZED STEEL STORY PANEL ONLN n. WELL As PANE7LI0r(��J caH.Ec�,ON To TRACKS as ($1 a Nrori&., aASED oN •000 HEALER - ? IOC OR 2pOp S{Rd3 pNS7AI.LLTtlN TYE ON 4HER 27 R[DIU•MED S •o % STAT OF . ' �-- 'P'•, f P-y"-"._ ?, ■ ///��r GLOBAL PROTECTION PRODUCTS, LLC. P/76/102. (o D B6iY E DOTE, ''//- HGR roll NOYNMM,rr GE SECDONa .C... NOD S.W SI sT,IER TOP k ,IOI'TCM ,AOLA/TINOS CAN BE cDAOMMED IN ANY '•.IFS •IQN• `G �j\ /1NW� TW: a EY �•O ii COIVAMY DIME. W - ( CONDITION k ANCHOR LLOCATON S ' / TAw e, i a aNma w MIr raL: (W6.)/IN-75.A rNL (We.kO-KIN) 20-176 WAY ro SLAT AIM INSIALIATMX/. / ••-•.: w m-Iw nrN m-,w S/All: 1/4' I' /N/llllll Wz r WW,rrI OMwsWO w: AIRY" U-OOp01,1 smwrs 7, NOTE SMITER TWINS NOT SHOWN ro CLNWT7 PE. DW./SKAMTUAF/04TL WALTER A TINT . Fill Ni67 LIGi M O >• AT TOP OR BOTTOM WITH TRACKS (2i oR I * MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) R MAXIMUM A.S.D. DESIGN PRESSURE RATING (P...t.) (+ a -) CONCRETE tr WOW MSTALLArows t L+ (r 200 W-O' 12'-0• 210 12'-0• II'-S' 300 Y-e' ID'-9' 310 lo'-to' 10•-o 4G.0 10'-I' 9'-4' 410 9'-6' W-9- -- !0o -- 35.0 9'-r' S-r 8'-4' a'-0_ Sao 6-3' 7'7'-7*blo _ a-0• r 4- r-D. - 7aO -- -- 7'-I•.. 710 7'-31 11-10* SOLO 71-2' 6'-7- 85.0 7'-0' 0'-3' I0.0 6'-9• 6'-2- 930 6'-9- 6'-0' 100.0 6'-S 5,-I?, 105.0 6'-J' 3'-9- It0.0 - !'-r T 110 I - I II a . F ,F [ 1 11 H MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) O MAXIMUM AL .D. DESIGN PRESSURE PAT14 (..I) (+ - -) CONCRETE IT WOW MSTAUT'ONS t L+ I - 2ao 14'-4' 13'-0' 250 I2-10' Ir-7' Sao 11-8, ro'-r 15.0 10'-101 9'-9- 10.0 9'-4' 9'-2' 40_0 9'-1' 8'-7' J0.0 -- 8'-7' e'-2- ss o -- er-r r_9 eD 0 6'-0• r-s - 7ao 7'-s' 6'-/I 750 r-r W-6• Sao 7'-0' it 830 7-0' 0'-3• Sao S'-9- 6'-,- III 6'-7• 3'-I0' wa0 C-31 3.-7- 0 6'-r 3'-4' h1o", 10.0 - 5'-1'5.0 -4'-r0-19.E 4'-8' MINA N SEPARATION TO GLASS SCHCDULE MAXWMM PANEL LEINGTN WIND SPEED 4 170 -P.N W4$ SPEED > Ito nl (in) U olers uvolem I RE$ "Wo UI/RES'IRAINED RESTRAINED 30 OR LESS 1'I I' 6' 6 1/.- >33 TO 90 1' 1- 7 1/2• 7 1/2' >90 TO 145 I. I. 7 1/2- 7 1/2- >t 1O 1 , 1' - 7 1/2' MINIMUM PANEL LENGTH (In) FOR A GIVEN MOUNTING CONDITION 2/4 3- MAX ANCHORS (SEE scliewu ON -1. NIA+_. -- - -- SHEETS 9. to 611) - - e o r T-I- -I-I- --1-7-1-1­T--1-1 1/4. 3/4, 4/5, 5/5 & 6/5 1 W/6, 2W/6, 3W/7 6T 4W/7 J• MAX _ _- _- ---- _. ------1• MIN.- 0 6 r^-7-T-I- T- T -r-I -T -_T7 ­­,"",� Or i } . I� �- 1-�-L i I IL-I--1 i 11. � � I 1 � I i 1 _I-- 1 .,_ i a 1 i. j T l A I i--.-, I{{^ i - A �I I _ �t -1 _� --I -- �UNBOLTED PI EIS y -. _}'.. BOLTED PANELS w/�4•-zOMt• (SEE SECTIONS AS ! S.S. SE IOS AS a EA OVERLAP APPEIGABIL l (SEE SECiHONS AS APPLKABIE) iI i! 11 i it it ll ii I' tI I i!I I (( w I i 1 1 I I� I D.M.,(�,I@. - -- 11.1 l _ ._I--- - - - - -- - - -- -- -- L0 0 0 0 1 , @ 019 - 3 'M' - 3, '. 2/4 1/4. 3/4, 4/5, 5/5 R 6/5 r MIN. 1W/6, 2W/6, 3W/7 i 4W/7 - ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 &it) - - -- -- REGULAR STORM PANEL I ELEVATION 2.6871 N.T.S. 1/4' Nor. CAP M (AWL 0E7eAP -1, WNALE MAI N_ . OM TOP DIRECT T' .U• +. STIED .r AHW� //S5-Q� �� IIO/1TT HEADER HEADER ANGLE TRACK N CIawILS 11 - DIRECT Wol 46' 32 32' 35' SS' 50" 50' 114 I.S'X1.5' STUD ANGLE 35' 32' 32' 32' 42' 3e' Je' E 'r TRACK W. Si' 1. Al 07WSO ' W. . I W S CLOSURE ANGLE `LD' 32 3x' 38 80 S6' 56' SO' 3x' 32' 36' 60' 1/4' T -- GAP (j) SECTION A -A . N.T.S.MoRA (1) L+: MA3MUM ALLOVAWE PANEL LENGTH FOR A GNEM POSPA AS.O. DES" LOAD. L-: MAX, ALLOWABLE PANEL L016M FOR A OMEN NEGATIVE ALS.D. DESIGN LOAM. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LDOM OMEN A POSITIVE Al DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'L+' FROM SCHEDULE. GIVEN A NEGATIVE ASD. Of" LOAD, DETERMINE MAXIMUM PALL LENGTH 'L-' FROM SCHEDULE. FOAL MAOTILRA A WWAEE Ill LENGTH MS EOUA TO THE MP1 M NTMAWEO PANEL LIDNGM BETWEEN 1.' NAND'L-'. (3) SEE SCHEDULE BELOW FOR MN. PANEL LENGTH FOR POROSITY GUMUFGUION. r INSTALLATIONS INTO WOOD ARE LUM TO t 95 P.I. MAX ASD. DESIGN PRESSURE MTING q = A- % 10 tr 11 FOR MAX. A$4- DESIGN LOADS IF MAR . PANEL LENGM$ FOR SPACER Q IS USED. F-A-.... iA •• !/ * O. 447V67 I *2mo n,Em W. -9 ; AT OF r * -_ - - -- / s � ' •. GRID► .:'N� s. Fn_ .all..APT-/� Y4o +v u aP R R, a Wr r 24 GAGE GALVANIZED STEEL STORY PANEL /A' .OBAL PROTECTION PRODUCTS, LLC. /27O41- 40o Sw. 51 SKEET CUE. n. 33316 20-175 'H Tao ,(W)w-s M (wKwo-sm ­DIIIRRMD w Y fl-w seal 3 .Ho INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES ` . ._ WOOD ANCHORS --- -,11 • :, -- '- --"---S'ETPARATON ' -. I � - ---- - -, 11 , / - I (SEE SCHEDULE ON { t I I/.Y�m++' I - _(SEE SCHEDULE - t t/r.-To+• , :. SHEET 11) - 3 Ow MIND � ON SHEET 3)� i - BL°'°."� WOOD HEADER / ( I __- _-.. _) EXISnEWi-1 BLFr I - --.. i PANEL LENGM REQUIRED_ .._ .. O WOW ANCHORS _ ,._ '� GU555 tPR�`BL\"(SEE SCHEDULE _ N, 2 (SEE SCHEDULE CON '� I L___ _- _ -- ON i._ _� '. ON SHEtT le r FMA%. SHEET 11) i�[ OI � T- _ Y _ _-�1 SPNOER '1/2' , __ f01 L.., SPACER I O of 'L- H�7NcnH I MAX. I -. I WOOD HEADER I I +i- EO 1 ' ICI 1, 1 REQUIRED AW, Pi¶. I - - _--- I - 1 - _ I O EOI --- C - ---- 1 F I (._ I --L-- I I 1• MAX. LONG ALUMINUM SPACERS O' 12 1/2' 1 I -'�7 D.C. (SEE TABLE /1 ON SHEET 11.) I L9n. 1 1 I SEE NOTE H- BELOW FOR LIMITATIONS FOR 1 SEPARATION I •L. 1 I -L• MAX. _ 1 1/2. ECHIC SLEEVES. PANSEEEL LENCITH 1�- TO GLASS. PANEL LENGTH 1 I (SEE SCHEDULE 1 1 ON SHEET 3) I ( ON SHE � I I ( ON SHEET 3) - PANEL MATE FEMALE O OR PANEL MATE -Fpi1• .i PLUS (SEE SCHEDULE ON SHEET IT) L, BO 15 w 1 `/ I N EA OW3� 1 M.. , . J .. EXISTING 1 1 I nHoFwa 7-r) EXISTING 1 ro I 2'.4• WOOD ;: CA55 -1 t- - - I GLASS-- 'T SEE SCHEDULE- 1 � PLATE REQUIRED i i i ON SHEET 3) 1 L'1 DIRECT MOUNT W/ SPACER a i. -- f - -- T 1 * I ALTERNATIVE 2W' T (T) I -L'1'' I .,� SCALE 3/Mi' 1 I `'' l� ' SEE TABLE I ON SHEET ,1 FOR MAX. PANEL LENGTHS k 1 SOX 1 -1 O 12 1/2' O.C. MAX. A.S.D DESIGN LOADS FOR THIS INSTALLATION. oll �1 I OF 'L" EO /w L�� I ® 1 - I . -_- _ 1 - 3 4• j e 12 1/2' O.C. I - 1 L I EO ' I-- i WOOD ANCHORS * * Amu: 1 _ _1 I STAGGERED W/ STUD EO - (SEE SCHEDULE ON sPAmL M WX! E + In' LONG I: �/���7 I I SHEET 11) (1) W OOLLoo OM a IVIED 10 A ONE grow MM9M0 WRHN IS-O' 2'a4' WOOD `/ *MGM. " ME 4" ORIENRrno"NA N A rAEBIWCn.ON FMM ANY PLATE REQUIRED ,- WOOD ANCHORS jSIM - STAGGERED W/ STUD O. 9W3T� . E ELIN®F�W Oi0/®A6 _�. PLATE REWIRED (x) N1CN00 SWIG 1N1U CowDI011 M OW4 WlE FEIWE O o (SEE SCIEOILE ON IO1G A6 THE FONOOG OOIOnMO ARE - - _ - 11YLL WlE OW6) LIMA E ]PAOm WXMN Al W 1/4' O.C. I _ _ SHEET 11) C0111m TIME .8 AUTFA tO11 FROM F2 ,n" C.C. WVZM ALLOWED o I (t) Towas" AND IEMN mum I RAINO W .00. -a P.1. (3) MARL 2 oF9E PAId tDNoiH M tYfED TD O' A IN'Y OPEIOR6 - ` . (2) LNOIBM saw PAANa LETNGM e I (ROE A RHOWCFON rIIOY LAN= ►WALL LOW" ALLORM ON R• 9ORDIAL SMELT 11) WALL ��p MOUNTING F (3) STOW PARd WMwAMI W O,Lv ALTERNATIVE 2W I 0) I I/2• LONG SPµId CIMM /M 9. E A aoMTm ON LLTRYAVYE 1yLR T WNATIYE iT E i F Wf0 AN E 60K W000 AME 1M1 SCALE 3/6-1' LER 2 MALAIOM Or t ;a LONG (ARGON M ITS (PLY M60 i0R WIND 2O0 ,, 4 NO 3 AS ODUM M AM i [-IOW TrAM MM AND THE 2000 (7A E YMN) a THE FL R" SLUE 3/e_,' (4) M3WLATIw WWA GILT FOR wL i 9IADR0 TAW. I lOI2A3PA Ag1YE 1 11 -- 'ERA 7/ w t107F5 �►:'.L\CENT N�� •• FLORIDA BUILDING CODE Non High Veloci Hurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. _ - z ? TIWOW LTEOO..NC A. NDIE FDR coMellunoN of sEctroNs: .' N0.44167 '• 24 DACE GALVANIZED STEEL STORY PANEL F DESIGN PRESSURE RATING (P6.1) AND PANEL LENGTHS - * : * T * W,w a TOP ,k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -z q In/27/� COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') -•q9 STATE OF:r�` --j GLOBAL PROTECTION PRODUCTS, U.C. INSTALLATION. ":q0 ••,F(aRID>'�.. IIW7 qz E C O IN.. .WOO Sr. 6, s1ER DAE 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Ls').o a, a r a WN.Y NANoa n a1r oMLrtw,AT'•''• ww.`.. Pw w-1o.,.;a"--,- PHONE IM)WWF . rNt (w)a0s M7 0-1 5 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC / N u-aW/�wrr- olLL - w DENSITY OF 0.55 OR EOUAL. ArNR TIE/NAw WN.iIR A 7 Jr., PL as 1T-w , •' MEET l O 16 N1 ) GENERAL NOTES OPtrWk B_MS (c) m LUSTING WOOD �.y.�CGRAVITY c . OSs wN.r.2INMe LSIAeSi UCT EVµAOOLUYENT (P.EDJ HAS BEEN VERIFIED FOR COMPLIANCE ANCEIN ACCORDANCE - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY IT BLINLDEX, INC WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORY PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PMIELYATE FEMALE ID AND PNNELSNTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MINI-OADE / BRO,WARD COUNTIES). - 1/4.0 LAG SCREWS PER N.O.S. DESIGN WINO LOADS SHALL BE RAINED AS SECTION 1609 OF THE MENTIONED CODE, FOR A BASIC WINO DETERMINED PER SE E ABOVE DINED y - 7 i6 a 5 8' WOOD RUSHING, AS DISTRIBUTED BY ALL POINT SCREW BOLT tr SPECIALTY CO. $ P WILL IN FOR A (ACTOR PEED AS REOUWED BY THE JURISDICTION MYIERE STORM PANEL LL BE INSTALLED, AND DXECTIONAJIY KD- 7-1 AR N MA.YM ASD. T. IN ' 085. USING A17' 6 0 SHALL O E%CEED THE UY DESIGN PRESSURE M NOS pOATED ON $MEETS .1 M M TI TINT T AR 1 1 F P 1 ( ) C AO IA1U THREADED PERWTM ON 0 W000 OF APCON CNORS SIHµ1 BE 2 AND 2 OR ELCO AREUN L PLUS 1 9 TINRII 12 A 17 18. AND PAN D [LMALE FEMALE ro IN DIRER TO VEWR1' THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DCTFJMINED PER ASCE 7-78 SMALL E FIRST DESIGN REDUCED TO ASD. PRESSURE RATING BY MULTIPLYING THEM BY 0.6 M ORDER TO COMPARE THESE W/ MAX. (A. SD) C.2) MINIMUM THREADED PENETRATION Of LAC SCREW. TIRO THE WOOD FRAME UNIT SMALL BE 1 1/2'. NO TREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 k 17. 18, PENETRATION INTO STUCCO SMALL E CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE IN NADWLBLE STRCSS FOR WARD LOADS WAS HDS USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL K AS INDICATED M THIS DRAWING ACCORDANCE WITH N.D.S. 2018. STORM PANEL •5 ADEQUACY FOR *PACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION ISCIl .2 OF C.4) MINIMUM PENETRATION OF WOW BUSHING SMALL BE 5/8' 1/.' 0-20 SCREWS USED SMALL BE 1 1/2• LONG MINIMUM • MNp WITH THE ABOVE MENTIONED CODE AS PER AMERICAN TEST lAB OF SOUiH1 FLORIDA REPORTS /0811.01-01 AND /021902-09. AS SHOULD STUCCO EXIST, AND MUM FOR WAILS NO STUCCO, PER SSTO 12-20 k ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT O,1Z3.01-10 AS PER CS) IN DINNE T PRECAST STOW, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD 80AR05 BE FOUND ON THE EXISTING TAND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED ,N ACCORDANCE W/ SECTION ION OF THE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDAORIDA BWLDIIJG CODE. ANCHORAGE SMALL BE AS MENTIONED IN C.1), C.2) tr CA) 2. ALL ALUMINUM EXTRUSIONS TO BE Stil 6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-Ht4 ALLOY 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEET$ 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE W MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® k® SMALL NOT BE USED, STEEL DESIGNATION W/FY- 92.2 AN (MIER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 /PSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER WN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME 50(l W/ 50 "i YIELD STRENGTH AND 90 Nil AN TENSILE STRENGTH D SHALL COMPLY W/ FLORIDA 13URDING CODE SECTION BURDINGS. 24,1.33A. 10. EACH RECLAIM STORM PANEL WITH LENGTHS OVER 90-, AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES SW, 3W tr 4W ON 6 BOLTS 10 BE ASTMA-307 GALVANIZED STEEL AlR A304 SERIES STAINLESS STEEL WITH 36 M.i MINIMUM VELD STRENGTH. SHEETS 4. S. 6 k 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENWT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH (A) IO EXISTICONCRETE THE BUILDING TO PREVENT WIND/RAM INTRUSION NG POUR® - 1/4.0 TAi'COPI ANCHOR$ AS MANUFACTURED BY I.T.W. BUILDEX. INC- (Min. T'c=3192 Ps.,.) 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4' IFa ,/a. CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC- PROVIDED BY THE JURISDICTION WHERE PERMIT IS All TO. - 13. (o) (MI W Fc-3OW P..i.) • 3/4' SO -SET /INCNRS, OAS DISTRIBUTED BY N.l. PONT SCREW. BOLT k SPECIALTY CO THIS PRODUCT EVALUATION AN N DOCUMENT (P E.O.) PREPARED BY TENGINEER IS GENERIC D DOES NOT PROVIDE INFORMATION (MIN. - ►14-10 PANELMATE FEMALE O k PARELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT, :.e WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E-D. - 1/4.0 ZAMAC MAJUN ANCHORS. AS MANUFACTURED BY DEW'ALT. INC. (6) CONTACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAM OF THIS PRODUCT A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/e. 2- FOR it PANELWTE AND BASED ON tHTS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DEINLED ON tMTS DOCUMENT. 1 3/4- FOR ZAMAC NNUIN ANCHORS. CONSTRUCTION SAFEFY AT SITE IS THE CONTRACTOR'S RESP'ONSIBILTY. A2) CALK -IN tr SOLID -SET ANCHORS SHALL E EMKWFD 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO (<) TAROS PROCUCi EVAWTION DOCUMENT HALL BE CONSIDERED eNAUO IF MODIFIED. STUCCO SHALL E PERMITTED. 1/4. 0-20 SCREWS USED SHALL E 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (it) SITE SPECIFIC PROJECTS SHALL E PREPARED BY A ROR04 REGISTERED ENGINEER DR ARCHITECT WHICH WILL SCONE THE AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) FOR T14E PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WMC HUTS. PROPER USE OF THE RED ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBYT TO TwS UTTER THE STE SPECIFIC DRAWINGS FOR REVIEW. A3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS E FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (.) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONµ ANCHORAGE SHALL BE AS MENnONED IN AI) AND IN 0,2). ENGINEER OF RECORD THAT PREPARED I1. (8) TO EXISTING CONCRETE BLOCK WµL ASTIM C-90. 14, SHUTTER WWUFACTLRER'S LABEL SHALL ION BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - I/4. 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. FILKLDEX, INC. PANE SHUTTER IN ACCORDANCE WITH SECTION µE 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL - 1/4- I z 7/6• CALK-M ANCHORS. AS MANUFACTURED BY OEWµT, INC. SHL PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17D9.9.3 Or THE - 1/4-9 IT3/4' SOLO -SET ANCHORS. AS DISTRIBUTED BY NA POINT SCREW. BOLT k SPECIALTY CO. FLORIDA BULGING CODE. - pATE FEMµE O AND PANEL 4-10 PMELMMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P TRIUNE - 1/4' 0 ZAMAC NNUN ANCHORS. AS MANUFACTURED BY DEWAI.7, INC CEP A. rq�/ 0, I) MWMUY EMBEDMENT OF TAPCON ANCHORS, ELCO PMELMATES AND ZAMAC NAILIN ANCHOR, INTO THE GEN BLOCK UNIT SHALL BE 1 1/4' r?.•~F�r\.� S ••'•9 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 9.2) CALK -IN k SOLID -SET ANCHORS SHALL BE EMBEDDED 7/e' INTO THE CONCRETE BLOCK UNIT. NO E�NT•IR1044 7 SIT .202o nT¢o. rc. 24 GAGE GALVANIZED STEEL STORY PANEL 01r�,A'n.. STUCCO SMALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD EXIST, TIE �e.�� 2 AND 1' MINIMUM FOR WALLS WITH NO STUCCO. F�--y-'l I LT Ei'� GLOBAL PROTECTION PRODUCTS, LLC. INn- "� STATE F - B.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR F(aR) TLIAT 7�Wi,N6 a LNeNNEWM cow AeOD s.W S, I1,RT EXISTING WALL, ANCHORS SHALL E TONG ENOUGH TO REACH THE ARAM STRUCTURE BEHIND SUCH P \� - /..L/}-'-�.,-1 . r a - •WWPr w 33,r CAME. it = �I,. S ••..... G / -.. YOSI =�ar -W C,_,w F1CIE (66A).eP-76M. FAC (-Nww , 20-175 ANCHORAGE SMALL BE AS MENTIONED IN 8.1) AND IN 8.2). -'I. /a NAI t� G-oW.7,W 1�M owNINM w rrTNsllNlllll NAAN PE 4A/SMAATR[/WE PALTER A NL.ULF ... P.E - Nt 7I IHER , .TO, INSTALLATION DETAILS FOR REGULAR PANEL () INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES E�tISTIND POURED CONCRETE C POURED CONCRETE OR CONCRETE BLACK CONCRETE BLDCK .t REQUIRED,EOUIREO. _ SEE SCHEDULE ON CONCRETE ANCHORS (9HSCHEDULE ON EETSS99 THROUGH 10) _....0 SHEETS9 THROUGH 10) ,%/''•, O��IIENG�E�D _ '. 1 _ CONCRETE BLOCK_. _ 3 , r4 xi ,• ♦- ,/2- 1/4' 1 ,/2. 1/4, REQUIRED � .__s • H•AO sous '/ NIT, _._- -. - - %1 MAX _ . coNCRETE WI+cNNoas // �- r I I /' I I (SEE SGH[DUIE ON / /� ' I - _ _ _ _ -1 LD ' j ( LID j� I SHEETS B THROUGH 10) %� / rML��i7iTiLN(� I -.(a) I `.7/ L i 1 I I L -J_ +/.y_2o,- 0_ _ _L_ ,/N•s-eon• ED. / j/ 1 _.--- __ ___ -._ f --- --'I, �� - - i-. _. _ 6d,s .J(] If- - 6-�- ss e0.1s r 1 _ T�0 .. i _ - M RRRgpwW¢j`•' ® TO GLASS. I (lE NSW ws4 EX F (SEE SCHEDULE I IOIRN O•sR Tom') 1' Moz 4 (SEE SCHEDULE I = On1 Tom' 1 CLASS I ON SHEET 3) 1 I PANEL LENGTH 1 ON SHEET 3) 1 `:. '^ L I I i (SEE SCHEDULE B I -L• Maz. IMin. SEPAMIION I i• Yo1. I I ON SHEET 3) 9 I PANEL LENGTH TO PANEL LENGTH CONCRETE ANCHORS I. I 11 f, L (SEE SCNEDUIE -1(SEE SCHEDULE I (SEE SREDILE (SEE SC DULE ON I 0 I I ON ET 3) I ON SwET 3) SHEETS 9 THROUGH , ( I R I /� ON SHEET 3) I _.__ _ _____,I - Sox // I O 'L, 4 Z,�J Ew$nHG� i /� , 11I EO /% 1 4Y-20.HW eY.ts '// �i�°l� 1 OF 'L7 G '' I �% I i . . r • 0 qr ol.0 I. - 1 / j%; i MAX. j/ / ', �, iI i l /. /. I E.D ( ._1 I E D / I E.D. /. I I - / j t� ICON TIRE POURED � I I O 12 I/Y O.r- 1 ''', - -...I 4 AJPAPAJCABitE) //'' ' - ,. Rr4V'siwm raW a CONCRETE BLOCK I I CONCRETE ANCHORS J I '-co---Eo-- yr-a.,• ss Ya ./ MR REouNED. /�, 1 Y ®-- (SEE SCHEDULE GI+ - --.--- I • t2 ,n' D.C. - - SPINETS B TNROIxUN 10) 11-13 / 1 µTERHATE-'' M"'' - /" W/ ®ONLY WREN SOLID ___.LEG LOCATION i�/, : SET k CIµ/(-M HOES EXISTING POURED CONCRETE ' 11. - � ARE USED tr W/ WHEN -- PAIELMATES OR CONCRETE BLOCK ALTERNATE CONCRETE �TMG POURED CONCRETE CONCRETE ANCHOR _ ARE LASED. EDUIRED. ANCHORS OR CONCRETE BLOCK REWIRED. STAGGERED W/ ETAS (SEE SCHEDULE ON (SEE SCHEDULE ON SLEETS 9 TF111011GN 10) SHEETS 9 THROUGH 10) BUILDAFf yTING M&M ING WALL MOUNTING IffECT MOUNT SCALE 3/8-1- SCALE 3/8-1- SCALE 3/11I r�PAA. . Sy N=��'�' CENp lsj FLORIDA BuuaNc CODE Non High Velocity Hurricane Zone 2 Z 1 J . 44167 = °'°i0 "'� "` 24 GAGE GALVANIZED STEEL STORM PANEL r'' * . olWArn R NOTE FOR COMBINATION OF SECTIONS: s ED. - EDGE DISTANCE = E' STATE 0� ( - I L E C O INt. GLOBAL PROTECTION PRODUCTS, LLC. W r/� (SEE SCHEDULE ON TOP do BOTTOM MOUNTINGS CAN BE 9 •. •` £- .- - NW S.W. 51 STOW SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY "%.O,t, • F1 QP• t aR1 W d a M.r WAOA R »w IYWL FI33T1. INSTALLATION. F /O ... •''G\Al�AO 2n? w:e Lm n�,-,amp-: .-OWN-Mal RwE: (w)ee-T»N. rn (.e4)ea-en7 20-175 owwG xo- 'y11AIA C -Coot], y •MAIN 1 IWALiFII A >uR O.E r IHR1 4 Or to NI INSTALLATION DETAILS FOR REGULAR PANEL 1, INTO WOOD 4'.6• (MAIN.) DUSTM W000 _ _ - ___ IDGTON BEAM REQUIRED. STRUCTURAt. 1 ADEQUACY OF Exr-iMC WOW BEAM TO BE CERTIFIED BY - REGISTERED ENGINEER OR 1ED ""- E: j-�, / _..`L`5'� ARCHITECT PRIDE TO SHUTTER INSTALLATION' WOW ANCHORS ALTERNATE WOW A/1CHICRS - - I' Al - ._ (SEE SCHEDULE ON (SEE SO4EDULE ON -- - ! I I tTALI' Hu 10NMLe READ SHEET 11) SHEET 11) .l rc_I -EO-EQ- -1ITHIN-�m'� So" am !f !0 - I 1/1. - • 12 ,n• oc 1/4' I --1 MAX. W000 MEADEIT v A �•,; 1/2- - - _._ _ --_ -___ _ 1 1 z -. 1 ReouTRED - I - �� I I - ,.-2d,• EX GANG i t i wooD ANCHORS _ r - I/ - ac Is,p•O.a 1 I (SEE SCHEDULE ON ' I Min. t I �EPARATON I O SHEET 11) / : ® i O CUSE.(SEE I -.E SCHEDULE I IH�,-Col' � j ON SMELT 3) i l W11 wlE1 f (SERE SCNED LE ON SHEET 3) 1 ,/4ti-m,' 'L• MAX. _ 1 ♦� N g6. el r PANEL LENGM 1 1 IlOMOH OAF J� PAN1. EL LENGTH i - _ - Y ' i - -. of m wLL (SEE SCHEDULE -. _..-. N (SEE SCHEDULE EXISTING I t►�/�_/,( 1 IHPN D:01 J!I ON SHEET 3) MASS- I I . 41 r - -- At - , - 1 1 `� SOR 1 1 del OF Y' 1 t^`� 1 4@ M F� F 1 �1� MAX. ( .. j 0 12 1/2- O.C. I jt - I -- t.. -. 1 �J 1 EO ij2. NO FMI.5111 1 I - I 1/4.4-ilil ALLOWED T I EO ,HEAD INAL" 11 1 -. 1 I t -_ 1 - � -RSV• 6 I/.• O.C. 4 _... - - _-_ I'X6- WOOD 2'a4' WOOD PLATE __ - - -. - - DECK REWIRED REQUIRED - WOW ANCHORS WOOD ANCHORS -.. -. (SEE SCHEDULE ON (SEE SHEET 11uU� .. .---_ J/• -. ___. _ SHEET 11) -_ _2' WIN. - -. - _ _ . _. _. rt�N_G�����R MOUNTING 8U1���UN�� AL�y T (Ryl1E 13W L NATIVE 41LiLL WW SCALE 1/8-1' H HININ SCALE 3/6-1' �TyFl of ri "�i w. I NOTE FOR COMBINATION of SECTIONS:. i NO. 4416E £ 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. 2T*; C FLORIDA BUILDING CODE Non h Velocity Hour cam Zone 2 . • W omto TXIFDa K r T TT z 1. OP k BOTTOM MOUNTINGS CAN 8E PRESSURE RATAN .I.H AN PAN NTH DESIGN TIES URE G D EL LENGTHS P ) t 24 GAGE 6ALVANfrii•D STEEL STORM P SEAT ORY PANEL E aWA. W. COMBINED IN ANY WAY TO SUIT ANY OF As PER SCHEDULES ON SHEET 3 z�•• •�yi INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD% c MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC %• •---a � = I L E C O l GLOBAL PROTECTION PRODUCTS, Lw• " an'-°'P DENSITY OF 0.55 OR EQUAL ANAL E • /- � TL3r : k aNOW eNENP.Nv .eW :r, al LER h...........PUA / ;' . - - IL Na a •AOr Ww,st w Yrr NARK• n- MI. / , r-.le;�-:ate^ m-,w Mac W)M-?U& I- (w)w- M 20-175 PE. 4GLJWaNME/ClA)E IM ► - rK r - ORerO Nn' .KTOCA �tx.. PE m,>_w NI r MIQT ) O II -«-0 N N CIS N -Il U L_ L- -0 (1)Q O •� � = =3 CU cu "Fn N '0 U -0 -0�•1� C (2)_ O L W = Q" o LL Cu O Ill Cu t V %+. - ` . a) Il Q O /�/�/�� a- �!E Ccnu - -0 .- VJ Q V7 ( ) d\",�� I-- --) Ill C:D ( i : C•� _ Ir C J />\ ( 1- LA_ CV - (_h r _INN 4 • ( t- , (r) �' uH I W -..._ M _ Q -0 CIS O 0 :3 i U .2 L -f�•� ¢ O V -4-oloo-S a) �= V J M 0 L- CDL IL Q r�S 0 L- (1) U) W SHEET NO. SH 1.3, OM TOP DIRECT T' .U• +. STIED .r AHW� //S5-Q� �� IIO/1TT HEADER HEADER ANGLE TRACK N CIawILS 11 - DIRECT Wol 46' 32 32' 35' SS' 50" 50' 114 I.S'X1.5' STUD ANGLE 35' 32' 32' 32' 42' 3e' Je' E 'r TRACK W. Si' 1. Al 07WSO ' W. . I W S CLOSURE ANGLE `LD' 32 3x' 38 80 S6' 56' SO' 3x' 32' 36' 60' 1/4' T -- GAP (j) SECTION A -A . N.T.S.MoRA (1) L+: MA3MUM ALLOVAWE PANEL LENGTH FOR A GNEM POSPA AS.O. DES" LOAD. L-: MAX, ALLOWABLE PANEL L016M FOR A OMEN NEGATIVE ALS.D. DESIGN LOAM. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LDOM OMEN A POSITIVE Al DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'L+' FROM SCHEDULE. GIVEN A NEGATIVE ASD. Of" LOAD, DETERMINE MAXIMUM PALL LENGTH 'L-' FROM SCHEDULE. FOAL MAOTILRA A WWAEE Ill LENGTH MS EOUA TO THE MP1 M NTMAWEO PANEL LIDNGM BETWEEN 1.' NAND'L-'. (3) SEE SCHEDULE BELOW FOR MN. PANEL LENGTH FOR POROSITY GUMUFGUION. r INSTALLATIONS INTO WOOD ARE LUM TO t 95 P.I. MAX ASD. DESIGN PRESSURE MTING q = A- % 10 tr 11 FOR MAX. A$4- DESIGN LOADS IF MAR . PANEL LENGM$ FOR SPACER Q IS USED. F-A-.... iA •• !/ * O. 447V67 I *2mo n,Em W. -9 ; AT OF r * -_ - - -- / s � ' •. GRID► .:'N� s. Fn_ .all..APT-/� Y4o +v u aP R R, a Wr r 24 GAGE GALVANIZED STEEL STORY PANEL /A' .OBAL PROTECTION PRODUCTS, LLC. /27O41- 40o Sw. 51 SKEET CUE. n. 33316 20-175 'H Tao ,(W)w-s M (wKwo-sm ­DIIIRRMD w Y fl-w seal 3 .Ho INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES ` . ._ WOOD ANCHORS --- -,11 • :, -- '- --"---S'ETPARATON ' -. I � - ---- - -, 11 , / - I (SEE SCHEDULE ON { t I I/.Y�m++' I - _(SEE SCHEDULE - t t/r.-To+• , :. SHEET 11) - 3 Ow MIND � ON SHEET 3)� i - BL°'°."� WOOD HEADER / ( I __- _-.. _) EXISnEWi-1 BLFr I - --.. i PANEL LENGM REQUIRED_ .._ .. O WOW ANCHORS _ ,._ '� GU555 tPR�`BL\"(SEE SCHEDULE _ N, 2 (SEE SCHEDULE CON '� I L___ _- _ -- ON i._ _� '. ON SHEtT le r FMA%. SHEET 11) i�[ OI � T- _ Y _ _-�1 SPNOER '1/2' , __ f01 L.., SPACER I O of 'L- H�7NcnH I MAX. I -. I WOOD HEADER I I +i- EO 1 ' ICI 1, 1 REQUIRED AW, Pi¶. I - - _--- I - 1 - _ I O EOI --- C - ---- 1 F I (._ I --L-- I I 1• MAX. LONG ALUMINUM SPACERS O' 12 1/2' 1 I -'�7 D.C. (SEE TABLE /1 ON SHEET 11.) I L9n. 1 1 I SEE NOTE H- BELOW FOR LIMITATIONS FOR 1 SEPARATION I •L. 1 I -L• MAX. _ 1 1/2. ECHIC SLEEVES. PANSEEEL LENCITH 1�- TO GLASS. PANEL LENGTH 1 I (SEE SCHEDULE 1 1 ON SHEET 3) I ( ON SHE � I I ( ON SHEET 3) - PANEL MATE FEMALE O OR PANEL MATE -Fpi1• .i PLUS (SEE SCHEDULE ON SHEET IT) L, BO 15 w 1 `/ I N EA OW3� 1 M.. , . J .. EXISTING 1 1 I nHoFwa 7-r) EXISTING 1 ro I 2'.4• WOOD ;: CA55 -1 t- - - I GLASS-- 'T SEE SCHEDULE- 1 � PLATE REQUIRED i i i ON SHEET 3) 1 L'1 DIRECT MOUNT W/ SPACER a i. -- f - -- T 1 * I ALTERNATIVE 2W' T (T) I -L'1'' I .,� SCALE 3/Mi' 1 I `'' l� ' SEE TABLE I ON SHEET ,1 FOR MAX. PANEL LENGTHS k 1 SOX 1 -1 O 12 1/2' O.C. MAX. A.S.D DESIGN LOADS FOR THIS INSTALLATION. oll �1 I OF 'L" EO /w L�� I ® 1 - I . -_- _ 1 - 3 4• j e 12 1/2' O.C. I - 1 L I EO ' I-- i WOOD ANCHORS * * Amu: 1 _ _1 I STAGGERED W/ STUD EO - (SEE SCHEDULE ON sPAmL M WX! E + In' LONG I: �/���7 I I SHEET 11) (1) W OOLLoo OM a IVIED 10 A ONE grow MM9M0 WRHN IS-O' 2'a4' WOOD `/ *MGM. " ME 4" ORIENRrno"NA N A rAEBIWCn.ON FMM ANY PLATE REQUIRED ,- WOOD ANCHORS jSIM - STAGGERED W/ STUD O. 9W3T� . E ELIN®F�W Oi0/®A6 _�. PLATE REWIRED (x) N1CN00 SWIG 1N1U CowDI011 M OW4 WlE FEIWE O o (SEE SCIEOILE ON IO1G A6 THE FONOOG OOIOnMO ARE - - _ - 11YLL WlE OW6) LIMA E ]PAOm WXMN Al W 1/4' O.C. I _ _ SHEET 11) C0111m TIME .8 AUTFA tO11 FROM F2 ,n" C.C. WVZM ALLOWED o I (t) Towas" AND IEMN mum I RAINO W .00. -a P.1. (3) MARL 2 oF9E PAId tDNoiH M tYfED TD O' A IN'Y OPEIOR6 - ` . (2) LNOIBM saw PAANa LETNGM e I (ROE A RHOWCFON rIIOY LAN= ►WALL LOW" ALLORM ON R• 9ORDIAL SMELT 11) WALL ��p MOUNTING F (3) STOW PARd WMwAMI W O,Lv ALTERNATIVE 2W I 0) I I/2• LONG SPµId CIMM /M 9. E A aoMTm ON LLTRYAVYE 1yLR T WNATIYE iT E i F Wf0 AN E 60K W000 AME 1M1 SCALE 3/6-1' LER 2 MALAIOM Or t ;a LONG (ARGON M ITS (PLY M60 i0R WIND 2O0 ,, 4 NO 3 AS ODUM M AM i [-IOW TrAM MM AND THE 2000 (7A E YMN) a THE FL R" SLUE 3/e_,' (4) M3WLATIw WWA GILT FOR wL i 9IADR0 TAW. I lOI2A3PA Ag1YE 1 11 -- 'ERA 7/ w t107F5 �►:'.L\CENT N�� •• FLORIDA BUILDING CODE Non High Veloci Hurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. _ - z ? TIWOW LTEOO..NC A. NDIE FDR coMellunoN of sEctroNs: .' N0.44167 '• 24 DACE GALVANIZED STEEL STORY PANEL F DESIGN PRESSURE RATING (P6.1) AND PANEL LENGTHS - * : * T * W,w a TOP ,k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -z q In/27/� COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') -•q9 STATE OF:r�` --j GLOBAL PROTECTION PRODUCTS, U.C. INSTALLATION. ":q0 ••,F(aRID>'�.. IIW7 qz E C O IN.. .WOO Sr. 6, s1ER DAE 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Ls').o a, a r a WN.Y NANoa n a1r oMLrtw,AT'•''• ww.`.. Pw w-1o.,.;a"--,- PHONE IM)WWF . rNt (w)a0s M7 0-1 5 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC / N u-aW/�wrr- olLL - w DENSITY OF 0.55 OR EOUAL. ArNR TIE/NAw WN.iIR A 7 Jr., PL as 1T-w , •' MEET l O 16 N1 ) GENERAL NOTES OPtrWk B_MS (c) m LUSTING WOOD �.y.�CGRAVITY c . OSs wN.r.2INMe LSIAeSi UCT EVµAOOLUYENT (P.EDJ HAS BEEN VERIFIED FOR COMPLIANCE ANCEIN ACCORDANCE - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY IT BLINLDEX, INC WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORY PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PMIELYATE FEMALE ID AND PNNELSNTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MINI-OADE / BRO,WARD COUNTIES). - 1/4.0 LAG SCREWS PER N.O.S. DESIGN WINO LOADS SHALL BE RAINED AS SECTION 1609 OF THE MENTIONED CODE, FOR A BASIC WINO DETERMINED PER SE E ABOVE DINED y - 7 i6 a 5 8' WOOD RUSHING, AS DISTRIBUTED BY ALL POINT SCREW BOLT tr SPECIALTY CO. $ P WILL IN FOR A (ACTOR PEED AS REOUWED BY THE JURISDICTION MYIERE STORM PANEL LL BE INSTALLED, AND DXECTIONAJIY KD- 7-1 AR N MA.YM ASD. T. IN ' 085. USING A17' 6 0 SHALL O E%CEED THE UY DESIGN PRESSURE M NOS pOATED ON $MEETS .1 M M TI TINT T AR 1 1 F P 1 ( ) C AO IA1U THREADED PERWTM ON 0 W000 OF APCON CNORS SIHµ1 BE 2 AND 2 OR ELCO AREUN L PLUS 1 9 TINRII 12 A 17 18. AND PAN D [LMALE FEMALE ro IN DIRER TO VEWR1' THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DCTFJMINED PER ASCE 7-78 SMALL E FIRST DESIGN REDUCED TO ASD. PRESSURE RATING BY MULTIPLYING THEM BY 0.6 M ORDER TO COMPARE THESE W/ MAX. (A. SD) C.2) MINIMUM THREADED PENETRATION Of LAC SCREW. TIRO THE WOOD FRAME UNIT SMALL BE 1 1/2'. NO TREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 k 17. 18, PENETRATION INTO STUCCO SMALL E CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE IN NADWLBLE STRCSS FOR WARD LOADS WAS HDS USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL K AS INDICATED M THIS DRAWING ACCORDANCE WITH N.D.S. 2018. STORM PANEL •5 ADEQUACY FOR *PACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION ISCIl .2 OF C.4) MINIMUM PENETRATION OF WOW BUSHING SMALL BE 5/8' 1/.' 0-20 SCREWS USED SMALL BE 1 1/2• LONG MINIMUM • MNp WITH THE ABOVE MENTIONED CODE AS PER AMERICAN TEST lAB OF SOUiH1 FLORIDA REPORTS /0811.01-01 AND /021902-09. AS SHOULD STUCCO EXIST, AND MUM FOR WAILS NO STUCCO, PER SSTO 12-20 k ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT O,1Z3.01-10 AS PER CS) IN DINNE T PRECAST STOW, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD 80AR05 BE FOUND ON THE EXISTING TAND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED ,N ACCORDANCE W/ SECTION ION OF THE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDAORIDA BWLDIIJG CODE. ANCHORAGE SMALL BE AS MENTIONED IN C.1), C.2) tr CA) 2. ALL ALUMINUM EXTRUSIONS TO BE Stil 6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-Ht4 ALLOY 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEET$ 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE W MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® k® SMALL NOT BE USED, STEEL DESIGNATION W/FY- 92.2 AN (MIER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 /PSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER WN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME 50(l W/ 50 "i YIELD STRENGTH AND 90 Nil AN TENSILE STRENGTH D SHALL COMPLY W/ FLORIDA 13URDING CODE SECTION BURDINGS. 24,1.33A. 10. EACH RECLAIM STORM PANEL WITH LENGTHS OVER 90-, AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES SW, 3W tr 4W ON 6 BOLTS 10 BE ASTMA-307 GALVANIZED STEEL AlR A304 SERIES STAINLESS STEEL WITH 36 M.i MINIMUM VELD STRENGTH. SHEETS 4. S. 6 k 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENWT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH (A) IO EXISTICONCRETE THE BUILDING TO PREVENT WIND/RAM INTRUSION NG POUR® - 1/4.0 TAi'COPI ANCHOR$ AS MANUFACTURED BY I.T.W. BUILDEX. INC- (Min. T'c=3192 Ps.,.) 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4' IFa ,/a. CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC- PROVIDED BY THE JURISDICTION WHERE PERMIT IS All TO. - 13. (o) (MI W Fc-3OW P..i.) • 3/4' SO -SET /INCNRS, OAS DISTRIBUTED BY N.l. PONT SCREW. BOLT k SPECIALTY CO THIS PRODUCT EVALUATION AN N DOCUMENT (P E.O.) PREPARED BY TENGINEER IS GENERIC D DOES NOT PROVIDE INFORMATION (MIN. - ►14-10 PANELMATE FEMALE O k PARELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT, :.e WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E-D. - 1/4.0 ZAMAC MAJUN ANCHORS. AS MANUFACTURED BY DEW'ALT. INC. (6) CONTACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAM OF THIS PRODUCT A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/e. 2- FOR it PANELWTE AND BASED ON tHTS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DEINLED ON tMTS DOCUMENT. 1 3/4- FOR ZAMAC NNUIN ANCHORS. CONSTRUCTION SAFEFY AT SITE IS THE CONTRACTOR'S RESP'ONSIBILTY. A2) CALK -IN tr SOLID -SET ANCHORS SHALL E EMKWFD 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO (<) TAROS PROCUCi EVAWTION DOCUMENT HALL BE CONSIDERED eNAUO IF MODIFIED. STUCCO SHALL E PERMITTED. 1/4. 0-20 SCREWS USED SHALL E 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (it) SITE SPECIFIC PROJECTS SHALL E PREPARED BY A ROR04 REGISTERED ENGINEER DR ARCHITECT WHICH WILL SCONE THE AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) FOR T14E PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WMC HUTS. PROPER USE OF THE RED ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBYT TO TwS UTTER THE STE SPECIFIC DRAWINGS FOR REVIEW. A3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS E FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (.) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONµ ANCHORAGE SHALL BE AS MENnONED IN AI) AND IN 0,2). ENGINEER OF RECORD THAT PREPARED I1. (8) TO EXISTING CONCRETE BLOCK WµL ASTIM C-90. 14, SHUTTER WWUFACTLRER'S LABEL SHALL ION BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - I/4. 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. FILKLDEX, INC. PANE SHUTTER IN ACCORDANCE WITH SECTION µE 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL - 1/4- I z 7/6• CALK-M ANCHORS. AS MANUFACTURED BY OEWµT, INC. SHL PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17D9.9.3 Or THE - 1/4-9 IT3/4' SOLO -SET ANCHORS. AS DISTRIBUTED BY NA POINT SCREW. BOLT k SPECIALTY CO. FLORIDA BULGING CODE. - pATE FEMµE O AND PANEL 4-10 PMELMMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P TRIUNE - 1/4' 0 ZAMAC NNUN ANCHORS. AS MANUFACTURED BY DEWAI.7, INC CEP A. rq�/ 0, I) MWMUY EMBEDMENT OF TAPCON ANCHORS, ELCO PMELMATES AND ZAMAC NAILIN ANCHOR, INTO THE GEN BLOCK UNIT SHALL BE 1 1/4' r?.•~F�r\.� S ••'•9 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 9.2) CALK -IN k SOLID -SET ANCHORS SHALL BE EMBEDDED 7/e' INTO THE CONCRETE BLOCK UNIT. NO E�NT•IR1044 7 SIT .202o nT¢o. rc. 24 GAGE GALVANIZED STEEL STORY PANEL 01r�,A'n.. STUCCO SMALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD EXIST, TIE �e.�� 2 AND 1' MINIMUM FOR WALLS WITH NO STUCCO. F�--y-'l I LT Ei'� GLOBAL PROTECTION PRODUCTS, LLC. INn- "� STATE F - B.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR F(aR) TLIAT 7�Wi,N6 a LNeNNEWM cow AeOD s.W S, I1,RT EXISTING WALL, ANCHORS SHALL E TONG ENOUGH TO REACH THE ARAM STRUCTURE BEHIND SUCH P \� - /..L/}-'-�.,-1 . r a - •WWPr w 33,r CAME. it = �I,. S ••..... G / -.. YOSI =�ar -W C,_,w F1CIE (66A).eP-76M. FAC (-Nww , 20-175 ANCHORAGE SMALL BE AS MENTIONED IN 8.1) AND IN 8.2). -'I. /a NAI t� G-oW.7,W 1�M owNINM w rrTNsllNlllll NAAN PE 4A/SMAATR[/WE PALTER A NL.ULF ... P.E - Nt 7I IHER , .TO, INSTALLATION DETAILS FOR REGULAR PANEL () INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES E�tISTIND POURED CONCRETE C POURED CONCRETE OR CONCRETE BLACK CONCRETE BLDCK .t REQUIRED,EOUIREO. _ SEE SCHEDULE ON CONCRETE ANCHORS (9HSCHEDULE ON EETSS99 THROUGH 10) _....0 SHEETS9 THROUGH 10) ,%/''•, O��IIENG�E�D _ '. 1 _ CONCRETE BLOCK_. _ 3 , r4 xi ,• ♦- ,/2- 1/4' 1 ,/2. 1/4, REQUIRED � .__s • H•AO sous '/ NIT, _._- -. - - %1 MAX _ . coNCRETE WI+cNNoas // �- r I I /' I I (SEE SGH[DUIE ON / /� ' I - _ _ _ _ -1 LD ' j ( LID j� I SHEETS B THROUGH 10) %� / rML��i7iTiLN(� I -.(a) I `.7/ L i 1 I I L -J_ +/.y_2o,- 0_ _ _L_ ,/N•s-eon• ED. / j/ 1 _.--- __ ___ -._ f --- --'I, �� - - i-. _. _ 6d,s .J(] If- - 6-�- ss e0.1s r 1 _ T�0 .. i _ - M RRRgpwW¢j`•' ® TO GLASS. I (lE NSW ws4 EX F (SEE SCHEDULE I IOIRN O•sR Tom') 1' Moz 4 (SEE SCHEDULE I = On1 Tom' 1 CLASS I ON SHEET 3) 1 I PANEL LENGTH 1 ON SHEET 3) 1 `:. '^ L I I i (SEE SCHEDULE B I -L• Maz. IMin. SEPAMIION I i• Yo1. I I ON SHEET 3) 9 I PANEL LENGTH TO PANEL LENGTH CONCRETE ANCHORS I. I 11 f, L (SEE SCNEDUIE -1(SEE SCHEDULE I (SEE SREDILE (SEE SC DULE ON I 0 I I ON ET 3) I ON SwET 3) SHEETS 9 THROUGH , ( I R I /� ON SHEET 3) I _.__ _ _____,I - Sox // I O 'L, 4 Z,�J Ew$nHG� i /� , 11I EO /% 1 4Y-20.HW eY.ts '// �i�°l� 1 OF 'L7 G '' I �% I i . . r • 0 qr ol.0 I. - 1 / j%; i MAX. j/ / ', �, iI i l /. /. I E.D ( ._1 I E D / I E.D. /. I I - / j t� ICON TIRE POURED � I I O 12 I/Y O.r- 1 ''', - -...I 4 AJPAPAJCABitE) //'' ' - ,. Rr4V'siwm raW a CONCRETE BLOCK I I CONCRETE ANCHORS J I '-co---Eo-- yr-a.,• ss Ya ./ MR REouNED. /�, 1 Y ®-- (SEE SCHEDULE GI+ - --.--- I • t2 ,n' D.C. - - SPINETS B TNROIxUN 10) 11-13 / 1 µTERHATE-'' M"'' - /" W/ ®ONLY WREN SOLID ___.LEG LOCATION i�/, : SET k CIµ/(-M HOES EXISTING POURED CONCRETE ' 11. - � ARE USED tr W/ WHEN -- PAIELMATES OR CONCRETE BLOCK ALTERNATE CONCRETE �TMG POURED CONCRETE CONCRETE ANCHOR _ ARE LASED. EDUIRED. ANCHORS OR CONCRETE BLOCK REWIRED. STAGGERED W/ ETAS (SEE SCHEDULE ON (SEE SCHEDULE ON SLEETS 9 TF111011GN 10) SHEETS 9 THROUGH 10) BUILDAFf yTING M&M ING WALL MOUNTING IffECT MOUNT SCALE 3/8-1- SCALE 3/8-1- SCALE 3/11I r�PAA. . Sy N=��'�' CENp lsj FLORIDA BuuaNc CODE Non High Velocity Hurricane Zone 2 Z 1 J . 44167 = °'°i0 "'� "` 24 GAGE GALVANIZED STEEL STORM PANEL r'' * . olWArn R NOTE FOR COMBINATION OF SECTIONS: s ED. - EDGE DISTANCE = E' STATE 0� ( - I L E C O INt. GLOBAL PROTECTION PRODUCTS, LLC. W r/� (SEE SCHEDULE ON TOP do BOTTOM MOUNTINGS CAN BE 9 •. •` £- .- - NW S.W. 51 STOW SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY "%.O,t, • F1 QP• t aR1 W d a M.r WAOA R »w IYWL FI33T1. INSTALLATION. F /O ... •''G\Al�AO 2n? w:e Lm n�,-,amp-: .-OWN-Mal RwE: (w)ee-T»N. rn (.e4)ea-en7 20-175 owwG xo- 'y11AIA C -Coot], y •MAIN 1 IWALiFII A >uR O.E r IHR1 4 Or to NI INSTALLATION DETAILS FOR REGULAR PANEL 1, INTO WOOD 4'.6• (MAIN.) DUSTM W000 _ _ - ___ IDGTON BEAM REQUIRED. STRUCTURAt. 1 ADEQUACY OF Exr-iMC WOW BEAM TO BE CERTIFIED BY - REGISTERED ENGINEER OR 1ED ""- E: j-�, / _..`L`5'� ARCHITECT PRIDE TO SHUTTER INSTALLATION' WOW ANCHORS ALTERNATE WOW A/1CHICRS - - I' Al - ._ (SEE SCHEDULE ON (SEE SO4EDULE ON -- - ! I I tTALI' Hu 10NMLe READ SHEET 11) SHEET 11) .l rc_I -EO-EQ- -1ITHIN-�m'� So" am !f !0 - I 1/1. - • 12 ,n• oc 1/4' I --1 MAX. W000 MEADEIT v A �•,; 1/2- - - _._ _ --_ -___ _ 1 1 z -. 1 ReouTRED - I - �� I I - ,.-2d,• EX GANG i t i wooD ANCHORS _ r - I/ - ac Is,p•O.a 1 I (SEE SCHEDULE ON ' I Min. t I �EPARATON I O SHEET 11) / : ® i O CUSE.(SEE I -.E SCHEDULE I IH�,-Col' � j ON SMELT 3) i l W11 wlE1 f (SERE SCNED LE ON SHEET 3) 1 ,/4ti-m,' 'L• MAX. _ 1 ♦� N g6. el r PANEL LENGM 1 1 IlOMOH OAF J� PAN1. EL LENGTH i - _ - Y ' i - -. of m wLL (SEE SCHEDULE -. _..-. N (SEE SCHEDULE EXISTING I t►�/�_/,( 1 IHPN D:01 J!I ON SHEET 3) MASS- I I . 41 r - -- At - , - 1 1 `� SOR 1 1 del OF Y' 1 t^`� 1 4@ M F� F 1 �1� MAX. ( .. j 0 12 1/2- O.C. I jt - I -- t.. -. 1 �J 1 EO ij2. NO FMI.5111 1 I - I 1/4.4-ilil ALLOWED T I EO ,HEAD INAL" 11 1 -. 1 I t -_ 1 - � -RSV• 6 I/.• O.C. 4 _... - - _-_ I'X6- WOOD 2'a4' WOOD PLATE __ - - -. - - DECK REWIRED REQUIRED - WOW ANCHORS WOOD ANCHORS -.. -. (SEE SCHEDULE ON (SEE SHEET 11uU� .. .---_ J/• -. ___. _ SHEET 11) -_ _2' WIN. - -. - _ _ . _. _. rt�N_G�����R MOUNTING 8U1���UN�� AL�y T (Ryl1E 13W L NATIVE 41LiLL WW SCALE 1/8-1' H HININ SCALE 3/6-1' �TyFl of ri "�i w. I NOTE FOR COMBINATION of SECTIONS:. i NO. 4416E £ 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. 2T*; C FLORIDA BUILDING CODE Non h Velocity Hour cam Zone 2 . • W omto TXIFDa K r T TT z 1. OP k BOTTOM MOUNTINGS CAN 8E PRESSURE RATAN .I.H AN PAN NTH DESIGN TIES URE G D EL LENGTHS P ) t 24 GAGE 6ALVANfrii•D STEEL STORM P SEAT ORY PANEL E aWA. W. COMBINED IN ANY WAY TO SUIT ANY OF As PER SCHEDULES ON SHEET 3 z�•• •�yi INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD% c MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC %• •---a � = I L E C O l GLOBAL PROTECTION PRODUCTS, Lw• " an'-°'P DENSITY OF 0.55 OR EQUAL ANAL E • /- � TL3r : k aNOW eNENP.Nv .eW :r, al LER h...........PUA / ;' . - - IL Na a •AOr Ww,st w Yrr NARK• n- MI. / , r-.le;�-:ate^ m-,w Mac W)M-?U& I- (w)w- M 20-175 PE. 4GLJWaNME/ClA)E IM ► - rK r - ORerO Nn' .KTOCA �tx.. PE m,>_w NI r MIQT ) O II -«-0 N N CIS N -Il U L_ L- -0 (1)Q O •� � = =3 CU cu "Fn N '0 U -0 -0�•1� C (2)_ O L W = Q" o LL Cu O Ill Cu t V %+. - ` . a) Il Q O /�/�/�� a- �!E Ccnu - -0 .- VJ Q V7 ( ) d\",�� I-- --) Ill C:D ( i : C•� _ Ir C J />\ ( 1- LA_ CV - (_h r _INN 4 • ( t- , (r) �' uH I W -..._ M _ Q -0 CIS O 0 :3 i U .2 L -f�•� ¢ O V -4-oloo-S a) �= V J M 0 L- CDL IL Q r�S 0 L- (1) U) W SHEET NO. SH 1.3, 1/4' T -- GAP (j) SECTION A -A . N.T.S.MoRA (1) L+: MA3MUM ALLOVAWE PANEL LENGTH FOR A GNEM POSPA AS.O. DES" LOAD. L-: MAX, ALLOWABLE PANEL L016M FOR A OMEN NEGATIVE ALS.D. DESIGN LOAM. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LDOM OMEN A POSITIVE Al DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'L+' FROM SCHEDULE. GIVEN A NEGATIVE ASD. Of" LOAD, DETERMINE MAXIMUM PALL LENGTH 'L-' FROM SCHEDULE. FOAL MAOTILRA A WWAEE Ill LENGTH MS EOUA TO THE MP1 M NTMAWEO PANEL LIDNGM BETWEEN 1.' NAND'L-'. (3) SEE SCHEDULE BELOW FOR MN. PANEL LENGTH FOR POROSITY GUMUFGUION. r INSTALLATIONS INTO WOOD ARE LUM TO t 95 P.I. MAX ASD. DESIGN PRESSURE MTING q = A- % 10 tr 11 FOR MAX. A$4- DESIGN LOADS IF MAR . PANEL LENGM$ FOR SPACER Q IS USED. F-A-.... iA •• !/ * O. 447V67 I *2mo n,Em W. -9 ; AT OF r * -_ - - -- / s � ' •. GRID► .:'N� s. Fn_ .all..APT-/� Y4o +v u aP R R, a Wr r 24 GAGE GALVANIZED STEEL STORY PANEL /A' .OBAL PROTECTION PRODUCTS, LLC. /27O41- 40o Sw. 51 SKEET CUE. n. 33316 20-175 'H Tao ,(W)w-s M (wKwo-sm ­DIIIRRMD w Y fl-w seal 3 .Ho INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES ` . ._ WOOD ANCHORS --- -,11 • :, -- '- --"---S'ETPARATON ' -. I � - ---- - -, 11 , / - I (SEE SCHEDULE ON { t I I/.Y�m++' I - _(SEE SCHEDULE - t t/r.-To+• , :. SHEET 11) - 3 Ow MIND � ON SHEET 3)� i - BL°'°."� WOOD HEADER / ( I __- _-.. _) EXISnEWi-1 BLFr I - --.. i PANEL LENGM REQUIRED_ .._ .. O WOW ANCHORS _ ,._ '� GU555 tPR�`BL\"(SEE SCHEDULE _ N, 2 (SEE SCHEDULE CON '� I L___ _- _ -- ON i._ _� '. ON SHEtT le r FMA%. SHEET 11) i�[ OI � T- _ Y _ _-�1 SPNOER '1/2' , __ f01 L.., SPACER I O of 'L- H�7NcnH I MAX. I -. I WOOD HEADER I I +i- EO 1 ' ICI 1, 1 REQUIRED AW, Pi¶. I - - _--- I - 1 - _ I O EOI --- C - ---- 1 F I (._ I --L-- I I 1• MAX. LONG ALUMINUM SPACERS O' 12 1/2' 1 I -'�7 D.C. (SEE TABLE /1 ON SHEET 11.) I L9n. 1 1 I SEE NOTE H- BELOW FOR LIMITATIONS FOR 1 SEPARATION I •L. 1 I -L• MAX. _ 1 1/2. ECHIC SLEEVES. PANSEEEL LENCITH 1�- TO GLASS. PANEL LENGTH 1 I (SEE SCHEDULE 1 1 ON SHEET 3) I ( ON SHE � I I ( ON SHEET 3) - PANEL MATE FEMALE O OR PANEL MATE -Fpi1• .i PLUS (SEE SCHEDULE ON SHEET IT) L, BO 15 w 1 `/ I N EA OW3� 1 M.. , . J .. EXISTING 1 1 I nHoFwa 7-r) EXISTING 1 ro I 2'.4• WOOD ;: CA55 -1 t- - - I GLASS-- 'T SEE SCHEDULE- 1 � PLATE REQUIRED i i i ON SHEET 3) 1 L'1 DIRECT MOUNT W/ SPACER a i. -- f - -- T 1 * I ALTERNATIVE 2W' T (T) I -L'1'' I .,� SCALE 3/Mi' 1 I `'' l� ' SEE TABLE I ON SHEET ,1 FOR MAX. PANEL LENGTHS k 1 SOX 1 -1 O 12 1/2' O.C. MAX. A.S.D DESIGN LOADS FOR THIS INSTALLATION. oll �1 I OF 'L" EO /w L�� I ® 1 - I . -_- _ 1 - 3 4• j e 12 1/2' O.C. I - 1 L I EO ' I-- i WOOD ANCHORS * * Amu: 1 _ _1 I STAGGERED W/ STUD EO - (SEE SCHEDULE ON sPAmL M WX! E + In' LONG I: �/���7 I I SHEET 11) (1) W OOLLoo OM a IVIED 10 A ONE grow MM9M0 WRHN IS-O' 2'a4' WOOD `/ *MGM. " ME 4" ORIENRrno"NA N A rAEBIWCn.ON FMM ANY PLATE REQUIRED ,- WOOD ANCHORS jSIM - STAGGERED W/ STUD O. 9W3T� . E ELIN®F�W Oi0/®A6 _�. PLATE REWIRED (x) N1CN00 SWIG 1N1U CowDI011 M OW4 WlE FEIWE O o (SEE SCIEOILE ON IO1G A6 THE FONOOG OOIOnMO ARE - - _ - 11YLL WlE OW6) LIMA E ]PAOm WXMN Al W 1/4' O.C. I _ _ SHEET 11) C0111m TIME .8 AUTFA tO11 FROM F2 ,n" C.C. WVZM ALLOWED o I (t) Towas" AND IEMN mum I RAINO W .00. -a P.1. (3) MARL 2 oF9E PAId tDNoiH M tYfED TD O' A IN'Y OPEIOR6 - ` . (2) LNOIBM saw PAANa LETNGM e I (ROE A RHOWCFON rIIOY LAN= ►WALL LOW" ALLORM ON R• 9ORDIAL SMELT 11) WALL ��p MOUNTING F (3) STOW PARd WMwAMI W O,Lv ALTERNATIVE 2W I 0) I I/2• LONG SPµId CIMM /M 9. E A aoMTm ON LLTRYAVYE 1yLR T WNATIYE iT E i F Wf0 AN E 60K W000 AME 1M1 SCALE 3/6-1' LER 2 MALAIOM Or t ;a LONG (ARGON M ITS (PLY M60 i0R WIND 2O0 ,, 4 NO 3 AS ODUM M AM i [-IOW TrAM MM AND THE 2000 (7A E YMN) a THE FL R" SLUE 3/e_,' (4) M3WLATIw WWA GILT FOR wL i 9IADR0 TAW. I lOI2A3PA Ag1YE 1 11 -- 'ERA 7/ w t107F5 �►:'.L\CENT N�� •• FLORIDA BUILDING CODE Non High Veloci Hurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. _ - z ? TIWOW LTEOO..NC A. NDIE FDR coMellunoN of sEctroNs: .' N0.44167 '• 24 DACE GALVANIZED STEEL STORY PANEL F DESIGN PRESSURE RATING (P6.1) AND PANEL LENGTHS - * : * T * W,w a TOP ,k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -z q In/27/� COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') -•q9 STATE OF:r�` --j GLOBAL PROTECTION PRODUCTS, U.C. INSTALLATION. ":q0 ••,F(aRID>'�.. IIW7 qz E C O IN.. .WOO Sr. 6, s1ER DAE 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Ls').o a, a r a WN.Y NANoa n a1r oMLrtw,AT'•''• ww.`.. Pw w-1o.,.;a"--,- PHONE IM)WWF . rNt (w)a0s M7 0-1 5 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC / N u-aW/�wrr- olLL - w DENSITY OF 0.55 OR EOUAL. ArNR TIE/NAw WN.iIR A 7 Jr., PL as 1T-w , •' MEET l O 16 N1 ) GENERAL NOTES OPtrWk B_MS (c) m LUSTING WOOD �.y.�CGRAVITY c . OSs wN.r.2INMe LSIAeSi UCT EVµAOOLUYENT (P.EDJ HAS BEEN VERIFIED FOR COMPLIANCE ANCEIN ACCORDANCE - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY IT BLINLDEX, INC WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORY PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PMIELYATE FEMALE ID AND PNNELSNTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MINI-OADE / BRO,WARD COUNTIES). - 1/4.0 LAG SCREWS PER N.O.S. DESIGN WINO LOADS SHALL BE RAINED AS SECTION 1609 OF THE MENTIONED CODE, FOR A BASIC WINO DETERMINED PER SE E ABOVE DINED y - 7 i6 a 5 8' WOOD RUSHING, AS DISTRIBUTED BY ALL POINT SCREW BOLT tr SPECIALTY CO. $ P WILL IN FOR A (ACTOR PEED AS REOUWED BY THE JURISDICTION MYIERE STORM PANEL LL BE INSTALLED, AND DXECTIONAJIY KD- 7-1 AR N MA.YM ASD. T. IN ' 085. USING A17' 6 0 SHALL O E%CEED THE UY DESIGN PRESSURE M NOS pOATED ON $MEETS .1 M M TI TINT T AR 1 1 F P 1 ( ) C AO IA1U THREADED PERWTM ON 0 W000 OF APCON CNORS SIHµ1 BE 2 AND 2 OR ELCO AREUN L PLUS 1 9 TINRII 12 A 17 18. AND PAN D [LMALE FEMALE ro IN DIRER TO VEWR1' THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DCTFJMINED PER ASCE 7-78 SMALL E FIRST DESIGN REDUCED TO ASD. PRESSURE RATING BY MULTIPLYING THEM BY 0.6 M ORDER TO COMPARE THESE W/ MAX. (A. SD) C.2) MINIMUM THREADED PENETRATION Of LAC SCREW. TIRO THE WOOD FRAME UNIT SMALL BE 1 1/2'. NO TREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 k 17. 18, PENETRATION INTO STUCCO SMALL E CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE IN NADWLBLE STRCSS FOR WARD LOADS WAS HDS USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL K AS INDICATED M THIS DRAWING ACCORDANCE WITH N.D.S. 2018. STORM PANEL •5 ADEQUACY FOR *PACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION ISCIl .2 OF C.4) MINIMUM PENETRATION OF WOW BUSHING SMALL BE 5/8' 1/.' 0-20 SCREWS USED SMALL BE 1 1/2• LONG MINIMUM • MNp WITH THE ABOVE MENTIONED CODE AS PER AMERICAN TEST lAB OF SOUiH1 FLORIDA REPORTS /0811.01-01 AND /021902-09. AS SHOULD STUCCO EXIST, AND MUM FOR WAILS NO STUCCO, PER SSTO 12-20 k ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT O,1Z3.01-10 AS PER CS) IN DINNE T PRECAST STOW, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD 80AR05 BE FOUND ON THE EXISTING TAND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED ,N ACCORDANCE W/ SECTION ION OF THE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDAORIDA BWLDIIJG CODE. ANCHORAGE SMALL BE AS MENTIONED IN C.1), C.2) tr CA) 2. ALL ALUMINUM EXTRUSIONS TO BE Stil 6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-Ht4 ALLOY 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEET$ 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE W MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® k® SMALL NOT BE USED, STEEL DESIGNATION W/FY- 92.2 AN (MIER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 /PSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER WN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME 50(l W/ 50 "i YIELD STRENGTH AND 90 Nil AN TENSILE STRENGTH D SHALL COMPLY W/ FLORIDA 13URDING CODE SECTION BURDINGS. 24,1.33A. 10. EACH RECLAIM STORM PANEL WITH LENGTHS OVER 90-, AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES SW, 3W tr 4W ON 6 BOLTS 10 BE ASTMA-307 GALVANIZED STEEL AlR A304 SERIES STAINLESS STEEL WITH 36 M.i MINIMUM VELD STRENGTH. SHEETS 4. S. 6 k 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENWT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH (A) IO EXISTICONCRETE THE BUILDING TO PREVENT WIND/RAM INTRUSION NG POUR® - 1/4.0 TAi'COPI ANCHOR$ AS MANUFACTURED BY I.T.W. BUILDEX. INC- (Min. T'c=3192 Ps.,.) 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4' IFa ,/a. CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC- PROVIDED BY THE JURISDICTION WHERE PERMIT IS All TO. - 13. (o) (MI W Fc-3OW P..i.) • 3/4' SO -SET /INCNRS, OAS DISTRIBUTED BY N.l. PONT SCREW. BOLT k SPECIALTY CO THIS PRODUCT EVALUATION AN N DOCUMENT (P E.O.) PREPARED BY TENGINEER IS GENERIC D DOES NOT PROVIDE INFORMATION (MIN. - ►14-10 PANELMATE FEMALE O k PARELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT, :.e WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E-D. - 1/4.0 ZAMAC MAJUN ANCHORS. AS MANUFACTURED BY DEW'ALT. INC. (6) CONTACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAM OF THIS PRODUCT A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/e. 2- FOR it PANELWTE AND BASED ON tHTS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DEINLED ON tMTS DOCUMENT. 1 3/4- FOR ZAMAC NNUIN ANCHORS. CONSTRUCTION SAFEFY AT SITE IS THE CONTRACTOR'S RESP'ONSIBILTY. A2) CALK -IN tr SOLID -SET ANCHORS SHALL E EMKWFD 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO (<) TAROS PROCUCi EVAWTION DOCUMENT HALL BE CONSIDERED eNAUO IF MODIFIED. STUCCO SHALL E PERMITTED. 1/4. 0-20 SCREWS USED SHALL E 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (it) SITE SPECIFIC PROJECTS SHALL E PREPARED BY A ROR04 REGISTERED ENGINEER DR ARCHITECT WHICH WILL SCONE THE AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) FOR T14E PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WMC HUTS. PROPER USE OF THE RED ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBYT TO TwS UTTER THE STE SPECIFIC DRAWINGS FOR REVIEW. A3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS E FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (.) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONµ ANCHORAGE SHALL BE AS MENnONED IN AI) AND IN 0,2). ENGINEER OF RECORD THAT PREPARED I1. (8) TO EXISTING CONCRETE BLOCK WµL ASTIM C-90. 14, SHUTTER WWUFACTLRER'S LABEL SHALL ION BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - I/4. 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. FILKLDEX, INC. PANE SHUTTER IN ACCORDANCE WITH SECTION µE 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL - 1/4- I z 7/6• CALK-M ANCHORS. AS MANUFACTURED BY OEWµT, INC. SHL PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17D9.9.3 Or THE - 1/4-9 IT3/4' SOLO -SET ANCHORS. AS DISTRIBUTED BY NA POINT SCREW. BOLT k SPECIALTY CO. FLORIDA BULGING CODE. - pATE FEMµE O AND PANEL 4-10 PMELMMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P TRIUNE - 1/4' 0 ZAMAC NNUN ANCHORS. AS MANUFACTURED BY DEWAI.7, INC CEP A. rq�/ 0, I) MWMUY EMBEDMENT OF TAPCON ANCHORS, ELCO PMELMATES AND ZAMAC NAILIN ANCHOR, INTO THE GEN BLOCK UNIT SHALL BE 1 1/4' r?.•~F�r\.� S ••'•9 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 9.2) CALK -IN k SOLID -SET ANCHORS SHALL BE EMBEDDED 7/e' INTO THE CONCRETE BLOCK UNIT. NO E�NT•IR1044 7 SIT .202o nT¢o. rc. 24 GAGE GALVANIZED STEEL STORY PANEL 01r�,A'n.. STUCCO SMALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD EXIST, TIE �e.�� 2 AND 1' MINIMUM FOR WALLS WITH NO STUCCO. F�--y-'l I LT Ei'� GLOBAL PROTECTION PRODUCTS, LLC. INn- "� STATE F - B.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR F(aR) TLIAT 7�Wi,N6 a LNeNNEWM cow AeOD s.W S, I1,RT EXISTING WALL, ANCHORS SHALL E TONG ENOUGH TO REACH THE ARAM STRUCTURE BEHIND SUCH P \� - /..L/}-'-�.,-1 . r a - •WWPr w 33,r CAME. it = �I,. S ••..... G / -.. YOSI =�ar -W C,_,w F1CIE (66A).eP-76M. FAC (-Nww , 20-175 ANCHORAGE SMALL BE AS MENTIONED IN 8.1) AND IN 8.2). -'I. /a NAI t� G-oW.7,W 1�M owNINM w rrTNsllNlllll NAAN PE 4A/SMAATR[/WE PALTER A NL.ULF ... P.E - Nt 7I IHER , .TO, INSTALLATION DETAILS FOR REGULAR PANEL () INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES E�tISTIND POURED CONCRETE C POURED CONCRETE OR CONCRETE BLACK CONCRETE BLDCK .t REQUIRED,EOUIREO. _ SEE SCHEDULE ON CONCRETE ANCHORS (9HSCHEDULE ON EETSS99 THROUGH 10) _....0 SHEETS9 THROUGH 10) ,%/''•, O��IIENG�E�D _ '. 1 _ CONCRETE BLOCK_. _ 3 , r4 xi ,• ♦- ,/2- 1/4' 1 ,/2. 1/4, REQUIRED � .__s • H•AO sous '/ NIT, _._- -. - - %1 MAX _ . coNCRETE WI+cNNoas // �- r I I /' I I (SEE SGH[DUIE ON / /� ' I - _ _ _ _ -1 LD ' j ( LID j� I SHEETS B THROUGH 10) %� / rML��i7iTiLN(� I -.(a) I `.7/ L i 1 I I L -J_ +/.y_2o,- 0_ _ _L_ ,/N•s-eon• ED. / j/ 1 _.--- __ ___ -._ f --- --'I, �� - - i-. _. _ 6d,s .J(] If- - 6-�- ss e0.1s r 1 _ T�0 .. i _ - M RRRgpwW¢j`•' ® TO GLASS. I (lE NSW ws4 EX F (SEE SCHEDULE I IOIRN O•sR Tom') 1' Moz 4 (SEE SCHEDULE I = On1 Tom' 1 CLASS I ON SHEET 3) 1 I PANEL LENGTH 1 ON SHEET 3) 1 `:. '^ L I I i (SEE SCHEDULE B I -L• Maz. IMin. SEPAMIION I i• Yo1. I I ON SHEET 3) 9 I PANEL LENGTH TO PANEL LENGTH CONCRETE ANCHORS I. I 11 f, L (SEE SCNEDUIE -1(SEE SCHEDULE I (SEE SREDILE (SEE SC DULE ON I 0 I I ON ET 3) I ON SwET 3) SHEETS 9 THROUGH , ( I R I /� ON SHEET 3) I _.__ _ _____,I - Sox // I O 'L, 4 Z,�J Ew$nHG� i /� , 11I EO /% 1 4Y-20.HW eY.ts '// �i�°l� 1 OF 'L7 G '' I �% I i . . r • 0 qr ol.0 I. - 1 / j%; i MAX. j/ / ', �, iI i l /. /. I E.D ( ._1 I E D / I E.D. /. I I - / j t� ICON TIRE POURED � I I O 12 I/Y O.r- 1 ''', - -...I 4 AJPAPAJCABitE) //'' ' - ,. Rr4V'siwm raW a CONCRETE BLOCK I I CONCRETE ANCHORS J I '-co---Eo-- yr-a.,• ss Ya ./ MR REouNED. /�, 1 Y ®-- (SEE SCHEDULE GI+ - --.--- I • t2 ,n' D.C. - - SPINETS B TNROIxUN 10) 11-13 / 1 µTERHATE-'' M"'' - /" W/ ®ONLY WREN SOLID ___.LEG LOCATION i�/, : SET k CIµ/(-M HOES EXISTING POURED CONCRETE ' 11. - � ARE USED tr W/ WHEN -- PAIELMATES OR CONCRETE BLOCK ALTERNATE CONCRETE �TMG POURED CONCRETE CONCRETE ANCHOR _ ARE LASED. EDUIRED. ANCHORS OR CONCRETE BLOCK REWIRED. STAGGERED W/ ETAS (SEE SCHEDULE ON (SEE SCHEDULE ON SLEETS 9 TF111011GN 10) SHEETS 9 THROUGH 10) BUILDAFf yTING M&M ING WALL MOUNTING IffECT MOUNT SCALE 3/8-1- SCALE 3/8-1- SCALE 3/11I r�PAA. . Sy N=��'�' CENp lsj FLORIDA BuuaNc CODE Non High Velocity Hurricane Zone 2 Z 1 J . 44167 = °'°i0 "'� "` 24 GAGE GALVANIZED STEEL STORM PANEL r'' * . olWArn R NOTE FOR COMBINATION OF SECTIONS: s ED. - EDGE DISTANCE = E' STATE 0� ( - I L E C O INt. GLOBAL PROTECTION PRODUCTS, LLC. W r/� (SEE SCHEDULE ON TOP do BOTTOM MOUNTINGS CAN BE 9 •. •` £- .- - NW S.W. 51 STOW SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY "%.O,t, • F1 QP• t aR1 W d a M.r WAOA R »w IYWL FI33T1. INSTALLATION. F /O ... •''G\Al�AO 2n? w:e Lm n�,-,amp-: .-OWN-Mal RwE: (w)ee-T»N. rn (.e4)ea-en7 20-175 owwG xo- 'y11AIA C -Coot], y •MAIN 1 IWALiFII A >uR O.E r IHR1 4 Or to NI INSTALLATION DETAILS FOR REGULAR PANEL 1, INTO WOOD 4'.6• (MAIN.) DUSTM W000 _ _ - ___ IDGTON BEAM REQUIRED. STRUCTURAt. 1 ADEQUACY OF Exr-iMC WOW BEAM TO BE CERTIFIED BY - REGISTERED ENGINEER OR 1ED ""- E: j-�, / _..`L`5'� ARCHITECT PRIDE TO SHUTTER INSTALLATION' WOW ANCHORS ALTERNATE WOW A/1CHICRS - - I' Al - ._ (SEE SCHEDULE ON (SEE SO4EDULE ON -- - ! I I tTALI' Hu 10NMLe READ SHEET 11) SHEET 11) .l rc_I -EO-EQ- -1ITHIN-�m'� So" am !f !0 - I 1/1. - • 12 ,n• oc 1/4' I --1 MAX. W000 MEADEIT v A �•,; 1/2- - - _._ _ --_ -___ _ 1 1 z -. 1 ReouTRED - I - �� I I - ,.-2d,• EX GANG i t i wooD ANCHORS _ r - I/ - ac Is,p•O.a 1 I (SEE SCHEDULE ON ' I Min. t I �EPARATON I O SHEET 11) / : ® i O CUSE.(SEE I -.E SCHEDULE I IH�,-Col' � j ON SMELT 3) i l W11 wlE1 f (SERE SCNED LE ON SHEET 3) 1 ,/4ti-m,' 'L• MAX. _ 1 ♦� N g6. el r PANEL LENGM 1 1 IlOMOH OAF J� PAN1. EL LENGTH i - _ - Y ' i - -. of m wLL (SEE SCHEDULE -. _..-. N (SEE SCHEDULE EXISTING I t►�/�_/,( 1 IHPN D:01 J!I ON SHEET 3) MASS- I I . 41 r - -- At - , - 1 1 `� SOR 1 1 del OF Y' 1 t^`� 1 4@ M F� F 1 �1� MAX. ( .. j 0 12 1/2- O.C. I jt - I -- t.. -. 1 �J 1 EO ij2. NO FMI.5111 1 I - I 1/4.4-ilil ALLOWED T I EO ,HEAD INAL" 11 1 -. 1 I t -_ 1 - � -RSV• 6 I/.• O.C. 4 _... - - _-_ I'X6- WOOD 2'a4' WOOD PLATE __ - - -. - - DECK REWIRED REQUIRED - WOW ANCHORS WOOD ANCHORS -.. -. (SEE SCHEDULE ON (SEE SHEET 11uU� .. .---_ J/• -. ___. _ SHEET 11) -_ _2' WIN. - -. - _ _ . _. _. rt�N_G�����R MOUNTING 8U1���UN�� AL�y T (Ryl1E 13W L NATIVE 41LiLL WW SCALE 1/8-1' H HININ SCALE 3/6-1' �TyFl of ri "�i w. I NOTE FOR COMBINATION of SECTIONS:. i NO. 4416E £ 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. 2T*; C FLORIDA BUILDING CODE Non h Velocity Hour cam Zone 2 . • W omto TXIFDa K r T TT z 1. OP k BOTTOM MOUNTINGS CAN 8E PRESSURE RATAN .I.H AN PAN NTH DESIGN TIES URE G D EL LENGTHS P ) t 24 GAGE 6ALVANfrii•D STEEL STORM P SEAT ORY PANEL E aWA. W. COMBINED IN ANY WAY TO SUIT ANY OF As PER SCHEDULES ON SHEET 3 z�•• •�yi INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD% c MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC %• •---a � = I L E C O l GLOBAL PROTECTION PRODUCTS, Lw• " an'-°'P DENSITY OF 0.55 OR EQUAL ANAL E • /- � TL3r : k aNOW eNENP.Nv .eW :r, al LER h...........PUA / ;' . - - IL Na a •AOr Ww,st w Yrr NARK• n- MI. / , r-.le;�-:ate^ m-,w Mac W)M-?U& I- (w)w- M 20-175 PE. 4GLJWaNME/ClA)E IM ► - rK r - ORerO Nn' .KTOCA �tx.. PE m,>_w NI r MIQT ) O II -«-0 N N CIS N -Il U L_ L- -0 (1)Q O •� � = =3 CU cu "Fn N '0 U -0 -0�•1� C (2)_ O L W = Q" o LL Cu O Ill Cu t V %+. - ` . a) Il Q O /�/�/�� a- �!E Ccnu - -0 .- VJ Q V7 ( ) d\",�� I-- --) Ill C:D ( i : C•� _ Ir C J />\ ( 1- LA_ CV - (_h r _INN 4 • ( t- , (r) �' uH I W -..._ M _ Q -0 CIS O 0 :3 i U .2 L -f�•� ¢ O V -4-oloo-S a) �= V J M 0 L- CDL IL Q r�S 0 L- (1) U) W SHEET NO. SH 1.3, INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES ` . ._ WOOD ANCHORS --- -,11 • :, -- '- --"---S'ETPARATON ' -. I � - ---- - -, 11 , / - I (SEE SCHEDULE ON { t I I/.Y�m++' I - _(SEE SCHEDULE - t t/r.-To+• , :. SHEET 11) - 3 Ow MIND � ON SHEET 3)� i - BL°'°."� WOOD HEADER / ( I __- _-.. _) EXISnEWi-1 BLFr I - --.. i PANEL LENGM REQUIRED_ .._ .. O WOW ANCHORS _ ,._ '� GU555 tPR�`BL\"(SEE SCHEDULE _ N, 2 (SEE SCHEDULE CON '� I L___ _- _ -- ON i._ _� '. ON SHEtT le r FMA%. SHEET 11) i�[ OI � T- _ Y _ _-�1 SPNOER '1/2' , __ f01 L.., SPACER I O of 'L- H�7NcnH I MAX. I -. I WOOD HEADER I I +i- EO 1 ' ICI 1, 1 REQUIRED AW, Pi¶. I - - _--- I - 1 - _ I O EOI --- C - ---- 1 F I (._ I --L-- I I 1• MAX. LONG ALUMINUM SPACERS O' 12 1/2' 1 I -'�7 D.C. (SEE TABLE /1 ON SHEET 11.) I L9n. 1 1 I SEE NOTE H- BELOW FOR LIMITATIONS FOR 1 SEPARATION I •L. 1 I -L• MAX. _ 1 1/2. ECHIC SLEEVES. PANSEEEL LENCITH 1�- TO GLASS. PANEL LENGTH 1 I (SEE SCHEDULE 1 1 ON SHEET 3) I ( ON SHE � I I ( ON SHEET 3) - PANEL MATE FEMALE O OR PANEL MATE -Fpi1• .i PLUS (SEE SCHEDULE ON SHEET IT) L, BO 15 w 1 `/ I N EA OW3� 1 M.. , . J .. EXISTING 1 1 I nHoFwa 7-r) EXISTING 1 ro I 2'.4• WOOD ;: CA55 -1 t- - - I GLASS-- 'T SEE SCHEDULE- 1 � PLATE REQUIRED i i i ON SHEET 3) 1 L'1 DIRECT MOUNT W/ SPACER a i. -- f - -- T 1 * I ALTERNATIVE 2W' T (T) I -L'1'' I .,� SCALE 3/Mi' 1 I `'' l� ' SEE TABLE I ON SHEET ,1 FOR MAX. PANEL LENGTHS k 1 SOX 1 -1 O 12 1/2' O.C. MAX. A.S.D DESIGN LOADS FOR THIS INSTALLATION. oll �1 I OF 'L" EO /w L�� I ® 1 - I . -_- _ 1 - 3 4• j e 12 1/2' O.C. I - 1 L I EO ' I-- i WOOD ANCHORS * * Amu: 1 _ _1 I STAGGERED W/ STUD EO - (SEE SCHEDULE ON sPAmL M WX! E + In' LONG I: �/���7 I I SHEET 11) (1) W OOLLoo OM a IVIED 10 A ONE grow MM9M0 WRHN IS-O' 2'a4' WOOD `/ *MGM. " ME 4" ORIENRrno"NA N A rAEBIWCn.ON FMM ANY PLATE REQUIRED ,- WOOD ANCHORS jSIM - STAGGERED W/ STUD O. 9W3T� . E ELIN®F�W Oi0/®A6 _�. PLATE REWIRED (x) N1CN00 SWIG 1N1U CowDI011 M OW4 WlE FEIWE O o (SEE SCIEOILE ON IO1G A6 THE FONOOG OOIOnMO ARE - - _ - 11YLL WlE OW6) LIMA E ]PAOm WXMN Al W 1/4' O.C. I _ _ SHEET 11) C0111m TIME .8 AUTFA tO11 FROM F2 ,n" C.C. WVZM ALLOWED o I (t) Towas" AND IEMN mum I RAINO W .00. -a P.1. (3) MARL 2 oF9E PAId tDNoiH M tYfED TD O' A IN'Y OPEIOR6 - ` . (2) LNOIBM saw PAANa LETNGM e I (ROE A RHOWCFON rIIOY LAN= ►WALL LOW" ALLORM ON R• 9ORDIAL SMELT 11) WALL ��p MOUNTING F (3) STOW PARd WMwAMI W O,Lv ALTERNATIVE 2W I 0) I I/2• LONG SPµId CIMM /M 9. E A aoMTm ON LLTRYAVYE 1yLR T WNATIYE iT E i F Wf0 AN E 60K W000 AME 1M1 SCALE 3/6-1' LER 2 MALAIOM Or t ;a LONG (ARGON M ITS (PLY M60 i0R WIND 2O0 ,, 4 NO 3 AS ODUM M AM i [-IOW TrAM MM AND THE 2000 (7A E YMN) a THE FL R" SLUE 3/e_,' (4) M3WLATIw WWA GILT FOR wL i 9IADR0 TAW. I lOI2A3PA Ag1YE 1 11 -- 'ERA 7/ w t107F5 �►:'.L\CENT N�� •• FLORIDA BUILDING CODE Non High Veloci Hurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. _ - z ? TIWOW LTEOO..NC A. NDIE FDR coMellunoN of sEctroNs: .' N0.44167 '• 24 DACE GALVANIZED STEEL STORY PANEL F DESIGN PRESSURE RATING (P6.1) AND PANEL LENGTHS - * : * T * W,w a TOP ,k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -z q In/27/� COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') -•q9 STATE OF:r�` --j GLOBAL PROTECTION PRODUCTS, U.C. INSTALLATION. ":q0 ••,F(aRID>'�.. IIW7 qz E C O IN.. .WOO Sr. 6, s1ER DAE 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Ls').o a, a r a WN.Y NANoa n a1r oMLrtw,AT'•''• ww.`.. Pw w-1o.,.;a"--,- PHONE IM)WWF . rNt (w)a0s M7 0-1 5 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC / N u-aW/�wrr- olLL - w DENSITY OF 0.55 OR EOUAL. ArNR TIE/NAw WN.iIR A 7 Jr., PL as 1T-w , •' MEET l O 16 N1 ) GENERAL NOTES OPtrWk B_MS (c) m LUSTING WOOD �.y.�CGRAVITY c . OSs wN.r.2INMe LSIAeSi UCT EVµAOOLUYENT (P.EDJ HAS BEEN VERIFIED FOR COMPLIANCE ANCEIN ACCORDANCE - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY IT BLINLDEX, INC WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORY PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PMIELYATE FEMALE ID AND PNNELSNTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MINI-OADE / BRO,WARD COUNTIES). - 1/4.0 LAG SCREWS PER N.O.S. DESIGN WINO LOADS SHALL BE RAINED AS SECTION 1609 OF THE MENTIONED CODE, FOR A BASIC WINO DETERMINED PER SE E ABOVE DINED y - 7 i6 a 5 8' WOOD RUSHING, AS DISTRIBUTED BY ALL POINT SCREW BOLT tr SPECIALTY CO. $ P WILL IN FOR A (ACTOR PEED AS REOUWED BY THE JURISDICTION MYIERE STORM PANEL LL BE INSTALLED, AND DXECTIONAJIY KD- 7-1 AR N MA.YM ASD. T. IN ' 085. USING A17' 6 0 SHALL O E%CEED THE UY DESIGN PRESSURE M NOS pOATED ON $MEETS .1 M M TI TINT T AR 1 1 F P 1 ( ) C AO IA1U THREADED PERWTM ON 0 W000 OF APCON CNORS SIHµ1 BE 2 AND 2 OR ELCO AREUN L PLUS 1 9 TINRII 12 A 17 18. AND PAN D [LMALE FEMALE ro IN DIRER TO VEWR1' THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DCTFJMINED PER ASCE 7-78 SMALL E FIRST DESIGN REDUCED TO ASD. PRESSURE RATING BY MULTIPLYING THEM BY 0.6 M ORDER TO COMPARE THESE W/ MAX. (A. SD) C.2) MINIMUM THREADED PENETRATION Of LAC SCREW. TIRO THE WOOD FRAME UNIT SMALL BE 1 1/2'. NO TREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 k 17. 18, PENETRATION INTO STUCCO SMALL E CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE IN NADWLBLE STRCSS FOR WARD LOADS WAS HDS USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL K AS INDICATED M THIS DRAWING ACCORDANCE WITH N.D.S. 2018. STORM PANEL •5 ADEQUACY FOR *PACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION ISCIl .2 OF C.4) MINIMUM PENETRATION OF WOW BUSHING SMALL BE 5/8' 1/.' 0-20 SCREWS USED SMALL BE 1 1/2• LONG MINIMUM • MNp WITH THE ABOVE MENTIONED CODE AS PER AMERICAN TEST lAB OF SOUiH1 FLORIDA REPORTS /0811.01-01 AND /021902-09. AS SHOULD STUCCO EXIST, AND MUM FOR WAILS NO STUCCO, PER SSTO 12-20 k ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT O,1Z3.01-10 AS PER CS) IN DINNE T PRECAST STOW, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD 80AR05 BE FOUND ON THE EXISTING TAND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED ,N ACCORDANCE W/ SECTION ION OF THE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDAORIDA BWLDIIJG CODE. ANCHORAGE SMALL BE AS MENTIONED IN C.1), C.2) tr CA) 2. ALL ALUMINUM EXTRUSIONS TO BE Stil 6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-Ht4 ALLOY 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEET$ 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE W MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® k® SMALL NOT BE USED, STEEL DESIGNATION W/FY- 92.2 AN (MIER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 /PSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER WN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME 50(l W/ 50 "i YIELD STRENGTH AND 90 Nil AN TENSILE STRENGTH D SHALL COMPLY W/ FLORIDA 13URDING CODE SECTION BURDINGS. 24,1.33A. 10. EACH RECLAIM STORM PANEL WITH LENGTHS OVER 90-, AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES SW, 3W tr 4W ON 6 BOLTS 10 BE ASTMA-307 GALVANIZED STEEL AlR A304 SERIES STAINLESS STEEL WITH 36 M.i MINIMUM VELD STRENGTH. SHEETS 4. S. 6 k 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENWT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH (A) IO EXISTICONCRETE THE BUILDING TO PREVENT WIND/RAM INTRUSION NG POUR® - 1/4.0 TAi'COPI ANCHOR$ AS MANUFACTURED BY I.T.W. BUILDEX. INC- (Min. T'c=3192 Ps.,.) 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4' IFa ,/a. CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC- PROVIDED BY THE JURISDICTION WHERE PERMIT IS All TO. - 13. (o) (MI W Fc-3OW P..i.) • 3/4' SO -SET /INCNRS, OAS DISTRIBUTED BY N.l. PONT SCREW. BOLT k SPECIALTY CO THIS PRODUCT EVALUATION AN N DOCUMENT (P E.O.) PREPARED BY TENGINEER IS GENERIC D DOES NOT PROVIDE INFORMATION (MIN. - ►14-10 PANELMATE FEMALE O k PARELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT, :.e WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E-D. - 1/4.0 ZAMAC MAJUN ANCHORS. AS MANUFACTURED BY DEW'ALT. INC. (6) CONTACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAM OF THIS PRODUCT A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/e. 2- FOR it PANELWTE AND BASED ON tHTS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DEINLED ON tMTS DOCUMENT. 1 3/4- FOR ZAMAC NNUIN ANCHORS. CONSTRUCTION SAFEFY AT SITE IS THE CONTRACTOR'S RESP'ONSIBILTY. A2) CALK -IN tr SOLID -SET ANCHORS SHALL E EMKWFD 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO (<) TAROS PROCUCi EVAWTION DOCUMENT HALL BE CONSIDERED eNAUO IF MODIFIED. STUCCO SHALL E PERMITTED. 1/4. 0-20 SCREWS USED SHALL E 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (it) SITE SPECIFIC PROJECTS SHALL E PREPARED BY A ROR04 REGISTERED ENGINEER DR ARCHITECT WHICH WILL SCONE THE AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) FOR T14E PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WMC HUTS. PROPER USE OF THE RED ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBYT TO TwS UTTER THE STE SPECIFIC DRAWINGS FOR REVIEW. A3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS E FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (.) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONµ ANCHORAGE SHALL BE AS MENnONED IN AI) AND IN 0,2). ENGINEER OF RECORD THAT PREPARED I1. (8) TO EXISTING CONCRETE BLOCK WµL ASTIM C-90. 14, SHUTTER WWUFACTLRER'S LABEL SHALL ION BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - I/4. 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. FILKLDEX, INC. PANE SHUTTER IN ACCORDANCE WITH SECTION µE 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL - 1/4- I z 7/6• CALK-M ANCHORS. AS MANUFACTURED BY OEWµT, INC. SHL PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17D9.9.3 Or THE - 1/4-9 IT3/4' SOLO -SET ANCHORS. AS DISTRIBUTED BY NA POINT SCREW. BOLT k SPECIALTY CO. FLORIDA BULGING CODE. - pATE FEMµE O AND PANEL 4-10 PMELMMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P TRIUNE - 1/4' 0 ZAMAC NNUN ANCHORS. AS MANUFACTURED BY DEWAI.7, INC CEP A. rq�/ 0, I) MWMUY EMBEDMENT OF TAPCON ANCHORS, ELCO PMELMATES AND ZAMAC NAILIN ANCHOR, INTO THE GEN BLOCK UNIT SHALL BE 1 1/4' r?.•~F�r\.� S ••'•9 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 9.2) CALK -IN k SOLID -SET ANCHORS SHALL BE EMBEDDED 7/e' INTO THE CONCRETE BLOCK UNIT. NO E�NT•IR1044 7 SIT .202o nT¢o. rc. 24 GAGE GALVANIZED STEEL STORY PANEL 01r�,A'n.. STUCCO SMALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD EXIST, TIE �e.�� 2 AND 1' MINIMUM FOR WALLS WITH NO STUCCO. F�--y-'l I LT Ei'� GLOBAL PROTECTION PRODUCTS, LLC. INn- "� STATE F - B.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR F(aR) TLIAT 7�Wi,N6 a LNeNNEWM cow AeOD s.W S, I1,RT EXISTING WALL, ANCHORS SHALL E TONG ENOUGH TO REACH THE ARAM STRUCTURE BEHIND SUCH P \� - /..L/}-'-�.,-1 . r a - •WWPr w 33,r CAME. it = �I,. S ••..... G / -.. YOSI =�ar -W C,_,w F1CIE (66A).eP-76M. FAC (-Nww , 20-175 ANCHORAGE SMALL BE AS MENTIONED IN 8.1) AND IN 8.2). -'I. /a NAI t� G-oW.7,W 1�M owNINM w rrTNsllNlllll NAAN PE 4A/SMAATR[/WE PALTER A NL.ULF ... P.E - Nt 7I IHER , .TO, INSTALLATION DETAILS FOR REGULAR PANEL () INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES E�tISTIND POURED CONCRETE C POURED CONCRETE OR CONCRETE BLACK CONCRETE BLDCK .t REQUIRED,EOUIREO. _ SEE SCHEDULE ON CONCRETE ANCHORS (9HSCHEDULE ON EETSS99 THROUGH 10) _....0 SHEETS9 THROUGH 10) ,%/''•, O��IIENG�E�D _ '. 1 _ CONCRETE BLOCK_. _ 3 , r4 xi ,• ♦- ,/2- 1/4' 1 ,/2. 1/4, REQUIRED � .__s • H•AO sous '/ NIT, _._- -. - - %1 MAX _ . coNCRETE WI+cNNoas // �- r I I /' I I (SEE SGH[DUIE ON / /� ' I - _ _ _ _ -1 LD ' j ( LID j� I SHEETS B THROUGH 10) %� / rML��i7iTiLN(� I -.(a) I `.7/ L i 1 I I L -J_ +/.y_2o,- 0_ _ _L_ ,/N•s-eon• ED. / j/ 1 _.--- __ ___ -._ f --- --'I, �� - - i-. _. _ 6d,s .J(] If- - 6-�- ss e0.1s r 1 _ T�0 .. i _ - M RRRgpwW¢j`•' ® TO GLASS. I (lE NSW ws4 EX F (SEE SCHEDULE I IOIRN O•sR Tom') 1' Moz 4 (SEE SCHEDULE I = On1 Tom' 1 CLASS I ON SHEET 3) 1 I PANEL LENGTH 1 ON SHEET 3) 1 `:. '^ L I I i (SEE SCHEDULE B I -L• Maz. IMin. SEPAMIION I i• Yo1. I I ON SHEET 3) 9 I PANEL LENGTH TO PANEL LENGTH CONCRETE ANCHORS I. I 11 f, L (SEE SCNEDUIE -1(SEE SCHEDULE I (SEE SREDILE (SEE SC DULE ON I 0 I I ON ET 3) I ON SwET 3) SHEETS 9 THROUGH , ( I R I /� ON SHEET 3) I _.__ _ _____,I - Sox // I O 'L, 4 Z,�J Ew$nHG� i /� , 11I EO /% 1 4Y-20.HW eY.ts '// �i�°l� 1 OF 'L7 G '' I �% I i . . r • 0 qr ol.0 I. - 1 / j%; i MAX. j/ / ', �, iI i l /. /. I E.D ( ._1 I E D / I E.D. /. I I - / j t� ICON TIRE POURED � I I O 12 I/Y O.r- 1 ''', - -...I 4 AJPAPAJCABitE) //'' ' - ,. Rr4V'siwm raW a CONCRETE BLOCK I I CONCRETE ANCHORS J I '-co---Eo-- yr-a.,• ss Ya ./ MR REouNED. /�, 1 Y ®-- (SEE SCHEDULE GI+ - --.--- I • t2 ,n' D.C. - - SPINETS B TNROIxUN 10) 11-13 / 1 µTERHATE-'' M"'' - /" W/ ®ONLY WREN SOLID ___.LEG LOCATION i�/, : SET k CIµ/(-M HOES EXISTING POURED CONCRETE ' 11. - � ARE USED tr W/ WHEN -- PAIELMATES OR CONCRETE BLOCK ALTERNATE CONCRETE �TMG POURED CONCRETE CONCRETE ANCHOR _ ARE LASED. EDUIRED. ANCHORS OR CONCRETE BLOCK REWIRED. STAGGERED W/ ETAS (SEE SCHEDULE ON (SEE SCHEDULE ON SLEETS 9 TF111011GN 10) SHEETS 9 THROUGH 10) BUILDAFf yTING M&M ING WALL MOUNTING IffECT MOUNT SCALE 3/8-1- SCALE 3/8-1- SCALE 3/11I r�PAA. . Sy N=��'�' CENp lsj FLORIDA BuuaNc CODE Non High Velocity Hurricane Zone 2 Z 1 J . 44167 = °'°i0 "'� "` 24 GAGE GALVANIZED STEEL STORM PANEL r'' * . olWArn R NOTE FOR COMBINATION OF SECTIONS: s ED. - EDGE DISTANCE = E' STATE 0� ( - I L E C O INt. GLOBAL PROTECTION PRODUCTS, LLC. W r/� (SEE SCHEDULE ON TOP do BOTTOM MOUNTINGS CAN BE 9 •. •` £- .- - NW S.W. 51 STOW SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY "%.O,t, • F1 QP• t aR1 W d a M.r WAOA R »w IYWL FI33T1. INSTALLATION. F /O ... •''G\Al�AO 2n? w:e Lm n�,-,amp-: .-OWN-Mal RwE: (w)ee-T»N. rn (.e4)ea-en7 20-175 owwG xo- 'y11AIA C -Coot], y •MAIN 1 IWALiFII A >uR O.E r IHR1 4 Or to NI INSTALLATION DETAILS FOR REGULAR PANEL 1, INTO WOOD 4'.6• (MAIN.) DUSTM W000 _ _ - ___ IDGTON BEAM REQUIRED. STRUCTURAt. 1 ADEQUACY OF Exr-iMC WOW BEAM TO BE CERTIFIED BY - REGISTERED ENGINEER OR 1ED ""- E: j-�, / _..`L`5'� ARCHITECT PRIDE TO SHUTTER INSTALLATION' WOW ANCHORS ALTERNATE WOW A/1CHICRS - - I' Al - ._ (SEE SCHEDULE ON (SEE SO4EDULE ON -- - ! I I tTALI' Hu 10NMLe READ SHEET 11) SHEET 11) .l rc_I -EO-EQ- -1ITHIN-�m'� So" am !f !0 - I 1/1. - • 12 ,n• oc 1/4' I --1 MAX. W000 MEADEIT v A �•,; 1/2- - - _._ _ --_ -___ _ 1 1 z -. 1 ReouTRED - I - �� I I - ,.-2d,• EX GANG i t i wooD ANCHORS _ r - I/ - ac Is,p•O.a 1 I (SEE SCHEDULE ON ' I Min. t I �EPARATON I O SHEET 11) / : ® i O CUSE.(SEE I -.E SCHEDULE I IH�,-Col' � j ON SMELT 3) i l W11 wlE1 f (SERE SCNED LE ON SHEET 3) 1 ,/4ti-m,' 'L• MAX. _ 1 ♦� N g6. el r PANEL LENGM 1 1 IlOMOH OAF J� PAN1. EL LENGTH i - _ - Y ' i - -. of m wLL (SEE SCHEDULE -. _..-. N (SEE SCHEDULE EXISTING I t►�/�_/,( 1 IHPN D:01 J!I ON SHEET 3) MASS- I I . 41 r - -- At - , - 1 1 `� SOR 1 1 del OF Y' 1 t^`� 1 4@ M F� F 1 �1� MAX. ( .. j 0 12 1/2- O.C. I jt - I -- t.. -. 1 �J 1 EO ij2. NO FMI.5111 1 I - I 1/4.4-ilil ALLOWED T I EO ,HEAD INAL" 11 1 -. 1 I t -_ 1 - � -RSV• 6 I/.• O.C. 4 _... - - _-_ I'X6- WOOD 2'a4' WOOD PLATE __ - - -. - - DECK REWIRED REQUIRED - WOW ANCHORS WOOD ANCHORS -.. -. (SEE SCHEDULE ON (SEE SHEET 11uU� .. .---_ J/• -. ___. _ SHEET 11) -_ _2' WIN. - -. - _ _ . _. _. rt�N_G�����R MOUNTING 8U1���UN�� AL�y T (Ryl1E 13W L NATIVE 41LiLL WW SCALE 1/8-1' H HININ SCALE 3/6-1' �TyFl of ri "�i w. I NOTE FOR COMBINATION of SECTIONS:. i NO. 4416E £ 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. 2T*; C FLORIDA BUILDING CODE Non h Velocity Hour cam Zone 2 . • W omto TXIFDa K r T TT z 1. OP k BOTTOM MOUNTINGS CAN 8E PRESSURE RATAN .I.H AN PAN NTH DESIGN TIES URE G D EL LENGTHS P ) t 24 GAGE 6ALVANfrii•D STEEL STORM P SEAT ORY PANEL E aWA. W. COMBINED IN ANY WAY TO SUIT ANY OF As PER SCHEDULES ON SHEET 3 z�•• •�yi INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD% c MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC %• •---a � = I L E C O l GLOBAL PROTECTION PRODUCTS, Lw• " an'-°'P DENSITY OF 0.55 OR EQUAL ANAL E • /- � TL3r : k aNOW eNENP.Nv .eW :r, al LER h...........PUA / ;' . - - IL Na a •AOr Ww,st w Yrr NARK• n- MI. / , r-.le;�-:ate^ m-,w Mac W)M-?U& I- (w)w- M 20-175 PE. 4GLJWaNME/ClA)E IM ► - rK r - ORerO Nn' .KTOCA �tx.. PE m,>_w NI r MIQT ) O II -«-0 N N CIS N -Il U L_ L- -0 (1)Q O •� � = =3 CU cu "Fn N '0 U -0 -0�•1� C (2)_ O L W = Q" o LL Cu O Ill Cu t V %+. - ` . a) Il Q O /�/�/�� a- �!E Ccnu - -0 .- VJ Q V7 ( ) d\",�� I-- --) Ill C:D ( i : C•� _ Ir C J />\ ( 1- LA_ CV - (_h r _INN 4 • ( t- , (r) �' uH I W -..._ M _ Q -0 CIS O 0 :3 i U .2 L -f�•� ¢ O V -4-oloo-S a) �= V J M 0 L- CDL IL Q r�S 0 L- (1) U) W SHEET NO. SH 1.3, GENERAL NOTES OPtrWk B_MS (c) m LUSTING WOOD �.y.�CGRAVITY c . OSs wN.r.2INMe LSIAeSi UCT EVµAOOLUYENT (P.EDJ HAS BEEN VERIFIED FOR COMPLIANCE ANCEIN ACCORDANCE - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY IT BLINLDEX, INC WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORY PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PMIELYATE FEMALE ID AND PNNELSNTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MINI-OADE / BRO,WARD COUNTIES). - 1/4.0 LAG SCREWS PER N.O.S. DESIGN WINO LOADS SHALL BE RAINED AS SECTION 1609 OF THE MENTIONED CODE, FOR A BASIC WINO DETERMINED PER SE E ABOVE DINED y - 7 i6 a 5 8' WOOD RUSHING, AS DISTRIBUTED BY ALL POINT SCREW BOLT tr SPECIALTY CO. $ P WILL IN FOR A (ACTOR PEED AS REOUWED BY THE JURISDICTION MYIERE STORM PANEL LL BE INSTALLED, AND DXECTIONAJIY KD- 7-1 AR N MA.YM ASD. T. IN ' 085. USING A17' 6 0 SHALL O E%CEED THE UY DESIGN PRESSURE M NOS pOATED ON $MEETS .1 M M TI TINT T AR 1 1 F P 1 ( ) C AO IA1U THREADED PERWTM ON 0 W000 OF APCON CNORS SIHµ1 BE 2 AND 2 OR ELCO AREUN L PLUS 1 9 TINRII 12 A 17 18. AND PAN D [LMALE FEMALE ro IN DIRER TO VEWR1' THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DCTFJMINED PER ASCE 7-78 SMALL E FIRST DESIGN REDUCED TO ASD. PRESSURE RATING BY MULTIPLYING THEM BY 0.6 M ORDER TO COMPARE THESE W/ MAX. (A. SD) C.2) MINIMUM THREADED PENETRATION Of LAC SCREW. TIRO THE WOOD FRAME UNIT SMALL BE 1 1/2'. NO TREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 k 17. 18, PENETRATION INTO STUCCO SMALL E CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE IN NADWLBLE STRCSS FOR WARD LOADS WAS HDS USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL K AS INDICATED M THIS DRAWING ACCORDANCE WITH N.D.S. 2018. STORM PANEL •5 ADEQUACY FOR *PACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION ISCIl .2 OF C.4) MINIMUM PENETRATION OF WOW BUSHING SMALL BE 5/8' 1/.' 0-20 SCREWS USED SMALL BE 1 1/2• LONG MINIMUM • MNp WITH THE ABOVE MENTIONED CODE AS PER AMERICAN TEST lAB OF SOUiH1 FLORIDA REPORTS /0811.01-01 AND /021902-09. AS SHOULD STUCCO EXIST, AND MUM FOR WAILS NO STUCCO, PER SSTO 12-20 k ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT O,1Z3.01-10 AS PER CS) IN DINNE T PRECAST STOW, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD 80AR05 BE FOUND ON THE EXISTING TAND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED ,N ACCORDANCE W/ SECTION ION OF THE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDAORIDA BWLDIIJG CODE. ANCHORAGE SMALL BE AS MENTIONED IN C.1), C.2) tr CA) 2. ALL ALUMINUM EXTRUSIONS TO BE Stil 6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-Ht4 ALLOY 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEET$ 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE W MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® k® SMALL NOT BE USED, STEEL DESIGNATION W/FY- 92.2 AN (MIER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 /PSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER WN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME 50(l W/ 50 "i YIELD STRENGTH AND 90 Nil AN TENSILE STRENGTH D SHALL COMPLY W/ FLORIDA 13URDING CODE SECTION BURDINGS. 24,1.33A. 10. EACH RECLAIM STORM PANEL WITH LENGTHS OVER 90-, AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES SW, 3W tr 4W ON 6 BOLTS 10 BE ASTMA-307 GALVANIZED STEEL AlR A304 SERIES STAINLESS STEEL WITH 36 M.i MINIMUM VELD STRENGTH. SHEETS 4. S. 6 k 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENWT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH (A) IO EXISTICONCRETE THE BUILDING TO PREVENT WIND/RAM INTRUSION NG POUR® - 1/4.0 TAi'COPI ANCHOR$ AS MANUFACTURED BY I.T.W. BUILDEX. INC- (Min. T'c=3192 Ps.,.) 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4' IFa ,/a. CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC- PROVIDED BY THE JURISDICTION WHERE PERMIT IS All TO. - 13. (o) (MI W Fc-3OW P..i.) • 3/4' SO -SET /INCNRS, OAS DISTRIBUTED BY N.l. PONT SCREW. BOLT k SPECIALTY CO THIS PRODUCT EVALUATION AN N DOCUMENT (P E.O.) PREPARED BY TENGINEER IS GENERIC D DOES NOT PROVIDE INFORMATION (MIN. - ►14-10 PANELMATE FEMALE O k PARELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT, :.e WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E-D. - 1/4.0 ZAMAC MAJUN ANCHORS. AS MANUFACTURED BY DEW'ALT. INC. (6) CONTACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAM OF THIS PRODUCT A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/e. 2- FOR it PANELWTE AND BASED ON tHTS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DEINLED ON tMTS DOCUMENT. 1 3/4- FOR ZAMAC NNUIN ANCHORS. CONSTRUCTION SAFEFY AT SITE IS THE CONTRACTOR'S RESP'ONSIBILTY. A2) CALK -IN tr SOLID -SET ANCHORS SHALL E EMKWFD 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO (<) TAROS PROCUCi EVAWTION DOCUMENT HALL BE CONSIDERED eNAUO IF MODIFIED. STUCCO SHALL E PERMITTED. 1/4. 0-20 SCREWS USED SHALL E 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (it) SITE SPECIFIC PROJECTS SHALL E PREPARED BY A ROR04 REGISTERED ENGINEER DR ARCHITECT WHICH WILL SCONE THE AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) FOR T14E PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WMC HUTS. PROPER USE OF THE RED ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBYT TO TwS UTTER THE STE SPECIFIC DRAWINGS FOR REVIEW. A3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS E FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (.) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONµ ANCHORAGE SHALL BE AS MENnONED IN AI) AND IN 0,2). ENGINEER OF RECORD THAT PREPARED I1. (8) TO EXISTING CONCRETE BLOCK WµL ASTIM C-90. 14, SHUTTER WWUFACTLRER'S LABEL SHALL ION BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - I/4. 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. FILKLDEX, INC. PANE SHUTTER IN ACCORDANCE WITH SECTION µE 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL - 1/4- I z 7/6• CALK-M ANCHORS. AS MANUFACTURED BY OEWµT, INC. SHL PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17D9.9.3 Or THE - 1/4-9 IT3/4' SOLO -SET ANCHORS. AS DISTRIBUTED BY NA POINT SCREW. BOLT k SPECIALTY CO. FLORIDA BULGING CODE. - pATE FEMµE O AND PANEL 4-10 PMELMMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P TRIUNE - 1/4' 0 ZAMAC NNUN ANCHORS. AS MANUFACTURED BY DEWAI.7, INC CEP A. rq�/ 0, I) MWMUY EMBEDMENT OF TAPCON ANCHORS, ELCO PMELMATES AND ZAMAC NAILIN ANCHOR, INTO THE GEN BLOCK UNIT SHALL BE 1 1/4' r?.•~F�r\.� S ••'•9 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 9.2) CALK -IN k SOLID -SET ANCHORS SHALL BE EMBEDDED 7/e' INTO THE CONCRETE BLOCK UNIT. NO E�NT•IR1044 7 SIT .202o nT¢o. rc. 24 GAGE GALVANIZED STEEL STORY PANEL 01r�,A'n.. STUCCO SMALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD EXIST, TIE �e.�� 2 AND 1' MINIMUM FOR WALLS WITH NO STUCCO. F�--y-'l I LT Ei'� GLOBAL PROTECTION PRODUCTS, LLC. INn- "� STATE F - B.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR F(aR) TLIAT 7�Wi,N6 a LNeNNEWM cow AeOD s.W S, I1,RT EXISTING WALL, ANCHORS SHALL E TONG ENOUGH TO REACH THE ARAM STRUCTURE BEHIND SUCH P \� - /..L/}-'-�.,-1 . r a - •WWPr w 33,r CAME. it = �I,. S ••..... G / -.. YOSI =�ar -W C,_,w F1CIE (66A).eP-76M. FAC (-Nww , 20-175 ANCHORAGE SMALL BE AS MENTIONED IN 8.1) AND IN 8.2). -'I. /a NAI t� G-oW.7,W 1�M owNINM w rrTNsllNlllll NAAN PE 4A/SMAATR[/WE PALTER A NL.ULF ... P.E - Nt 7I IHER , .TO, INSTALLATION DETAILS FOR REGULAR PANEL () INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES E�tISTIND POURED CONCRETE C POURED CONCRETE OR CONCRETE BLACK CONCRETE BLDCK .t REQUIRED,EOUIREO. _ SEE SCHEDULE ON CONCRETE ANCHORS (9HSCHEDULE ON EETSS99 THROUGH 10) _....0 SHEETS9 THROUGH 10) ,%/''•, O��IIENG�E�D _ '. 1 _ CONCRETE BLOCK_. _ 3 , r4 xi ,• ♦- ,/2- 1/4' 1 ,/2. 1/4, REQUIRED � .__s • H•AO sous '/ NIT, _._- -. - - %1 MAX _ . coNCRETE WI+cNNoas // �- r I I /' I I (SEE SGH[DUIE ON / /� ' I - _ _ _ _ -1 LD ' j ( LID j� I SHEETS B THROUGH 10) %� / rML��i7iTiLN(� I -.(a) I `.7/ L i 1 I I L -J_ +/.y_2o,- 0_ _ _L_ ,/N•s-eon• ED. / j/ 1 _.--- __ ___ -._ f --- --'I, �� - - i-. _. _ 6d,s .J(] If- - 6-�- ss e0.1s r 1 _ T�0 .. i _ - M RRRgpwW¢j`•' ® TO GLASS. I (lE NSW ws4 EX F (SEE SCHEDULE I IOIRN O•sR Tom') 1' Moz 4 (SEE SCHEDULE I = On1 Tom' 1 CLASS I ON SHEET 3) 1 I PANEL LENGTH 1 ON SHEET 3) 1 `:. '^ L I I i (SEE SCHEDULE B I -L• Maz. IMin. SEPAMIION I i• Yo1. I I ON SHEET 3) 9 I PANEL LENGTH TO PANEL LENGTH CONCRETE ANCHORS I. I 11 f, L (SEE SCNEDUIE -1(SEE SCHEDULE I (SEE SREDILE (SEE SC DULE ON I 0 I I ON ET 3) I ON SwET 3) SHEETS 9 THROUGH , ( I R I /� ON SHEET 3) I _.__ _ _____,I - Sox // I O 'L, 4 Z,�J Ew$nHG� i /� , 11I EO /% 1 4Y-20.HW eY.ts '// �i�°l� 1 OF 'L7 G '' I �% I i . . r • 0 qr ol.0 I. - 1 / j%; i MAX. j/ / ', �, iI i l /. /. I E.D ( ._1 I E D / I E.D. /. I I - / j t� ICON TIRE POURED � I I O 12 I/Y O.r- 1 ''', - -...I 4 AJPAPAJCABitE) //'' ' - ,. Rr4V'siwm raW a CONCRETE BLOCK I I CONCRETE ANCHORS J I '-co---Eo-- yr-a.,• ss Ya ./ MR REouNED. /�, 1 Y ®-- (SEE SCHEDULE GI+ - --.--- I • t2 ,n' D.C. - - SPINETS B TNROIxUN 10) 11-13 / 1 µTERHATE-'' M"'' - /" W/ ®ONLY WREN SOLID ___.LEG LOCATION i�/, : SET k CIµ/(-M HOES EXISTING POURED CONCRETE ' 11. - � ARE USED tr W/ WHEN -- PAIELMATES OR CONCRETE BLOCK ALTERNATE CONCRETE �TMG POURED CONCRETE CONCRETE ANCHOR _ ARE LASED. EDUIRED. ANCHORS OR CONCRETE BLOCK REWIRED. STAGGERED W/ ETAS (SEE SCHEDULE ON (SEE SCHEDULE ON SLEETS 9 TF111011GN 10) SHEETS 9 THROUGH 10) BUILDAFf yTING M&M ING WALL MOUNTING IffECT MOUNT SCALE 3/8-1- SCALE 3/8-1- SCALE 3/11I r�PAA. . Sy N=��'�' CENp lsj FLORIDA BuuaNc CODE Non High Velocity Hurricane Zone 2 Z 1 J . 44167 = °'°i0 "'� "` 24 GAGE GALVANIZED STEEL STORM PANEL r'' * . olWArn R NOTE FOR COMBINATION OF SECTIONS: s ED. - EDGE DISTANCE = E' STATE 0� ( - I L E C O INt. GLOBAL PROTECTION PRODUCTS, LLC. W r/� (SEE SCHEDULE ON TOP do BOTTOM MOUNTINGS CAN BE 9 •. •` £- .- - NW S.W. 51 STOW SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY "%.O,t, • F1 QP• t aR1 W d a M.r WAOA R »w IYWL FI33T1. INSTALLATION. F /O ... •''G\Al�AO 2n? w:e Lm n�,-,amp-: .-OWN-Mal RwE: (w)ee-T»N. rn (.e4)ea-en7 20-175 owwG xo- 'y11AIA C -Coot], y •MAIN 1 IWALiFII A >uR O.E r IHR1 4 Or to NI INSTALLATION DETAILS FOR REGULAR PANEL 1, INTO WOOD 4'.6• (MAIN.) DUSTM W000 _ _ - ___ IDGTON BEAM REQUIRED. STRUCTURAt. 1 ADEQUACY OF Exr-iMC WOW BEAM TO BE CERTIFIED BY - REGISTERED ENGINEER OR 1ED ""- E: j-�, / _..`L`5'� ARCHITECT PRIDE TO SHUTTER INSTALLATION' WOW ANCHORS ALTERNATE WOW A/1CHICRS - - I' Al - ._ (SEE SCHEDULE ON (SEE SO4EDULE ON -- - ! I I tTALI' Hu 10NMLe READ SHEET 11) SHEET 11) .l rc_I -EO-EQ- -1ITHIN-�m'� So" am !f !0 - I 1/1. - • 12 ,n• oc 1/4' I --1 MAX. W000 MEADEIT v A �•,; 1/2- - - _._ _ --_ -___ _ 1 1 z -. 1 ReouTRED - I - �� I I - ,.-2d,• EX GANG i t i wooD ANCHORS _ r - I/ - ac Is,p•O.a 1 I (SEE SCHEDULE ON ' I Min. t I �EPARATON I O SHEET 11) / : ® i O CUSE.(SEE I -.E SCHEDULE I IH�,-Col' � j ON SMELT 3) i l W11 wlE1 f (SERE SCNED LE ON SHEET 3) 1 ,/4ti-m,' 'L• MAX. _ 1 ♦� N g6. el r PANEL LENGM 1 1 IlOMOH OAF J� PAN1. EL LENGTH i - _ - Y ' i - -. of m wLL (SEE SCHEDULE -. _..-. N (SEE SCHEDULE EXISTING I t►�/�_/,( 1 IHPN D:01 J!I ON SHEET 3) MASS- I I . 41 r - -- At - , - 1 1 `� SOR 1 1 del OF Y' 1 t^`� 1 4@ M F� F 1 �1� MAX. ( .. j 0 12 1/2- O.C. I jt - I -- t.. -. 1 �J 1 EO ij2. NO FMI.5111 1 I - I 1/4.4-ilil ALLOWED T I EO ,HEAD INAL" 11 1 -. 1 I t -_ 1 - � -RSV• 6 I/.• O.C. 4 _... - - _-_ I'X6- WOOD 2'a4' WOOD PLATE __ - - -. - - DECK REWIRED REQUIRED - WOW ANCHORS WOOD ANCHORS -.. -. (SEE SCHEDULE ON (SEE SHEET 11uU� .. .---_ J/• -. ___. _ SHEET 11) -_ _2' WIN. - -. - _ _ . _. _. rt�N_G�����R MOUNTING 8U1���UN�� AL�y T (Ryl1E 13W L NATIVE 41LiLL WW SCALE 1/8-1' H HININ SCALE 3/6-1' �TyFl of ri "�i w. I NOTE FOR COMBINATION of SECTIONS:. i NO. 4416E £ 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. 2T*; C FLORIDA BUILDING CODE Non h Velocity Hour cam Zone 2 . • W omto TXIFDa K r T TT z 1. OP k BOTTOM MOUNTINGS CAN 8E PRESSURE RATAN .I.H AN PAN NTH DESIGN TIES URE G D EL LENGTHS P ) t 24 GAGE 6ALVANfrii•D STEEL STORM P SEAT ORY PANEL E aWA. W. COMBINED IN ANY WAY TO SUIT ANY OF As PER SCHEDULES ON SHEET 3 z�•• •�yi INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD% c MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC %• •---a � = I L E C O l GLOBAL PROTECTION PRODUCTS, Lw• " an'-°'P DENSITY OF 0.55 OR EQUAL ANAL E • /- � TL3r : k aNOW eNENP.Nv .eW :r, al LER h...........PUA / ;' . - - IL Na a •AOr Ww,st w Yrr NARK• n- MI. / , r-.le;�-:ate^ m-,w Mac W)M-?U& I- (w)w- M 20-175 PE. 4GLJWaNME/ClA)E IM ► - rK r - ORerO Nn' .KTOCA �tx.. PE m,>_w NI r MIQT ) O II -«-0 N N CIS N -Il U L_ L- -0 (1)Q O •� � = =3 CU cu "Fn N '0 U -0 -0�•1� C (2)_ O L W = Q" o LL Cu O Ill Cu t V %+. - ` . a) Il Q O /�/�/�� a- �!E Ccnu - -0 .- VJ Q V7 ( ) d\",�� I-- --) Ill C:D ( i : C•� _ Ir C J />\ ( 1- LA_ CV - (_h r _INN 4 • ( t- , (r) �' uH I W -..._ M _ Q -0 CIS O 0 :3 i U .2 L -f�•� ¢ O V -4-oloo-S a) �= V J M 0 L- CDL IL Q r�S 0 L- (1) U) W SHEET NO. SH 1.3, INSTALLATION DETAILS FOR REGULAR PANEL () INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES E�tISTIND POURED CONCRETE C POURED CONCRETE OR CONCRETE BLACK CONCRETE BLDCK .t REQUIRED,EOUIREO. _ SEE SCHEDULE ON CONCRETE ANCHORS (9HSCHEDULE ON EETSS99 THROUGH 10) _....0 SHEETS9 THROUGH 10) ,%/''•, O��IIENG�E�D _ '. 1 _ CONCRETE BLOCK_. _ 3 , r4 xi ,• ♦- ,/2- 1/4' 1 ,/2. 1/4, REQUIRED � .__s • H•AO sous '/ NIT, _._- -. - - %1 MAX _ . coNCRETE WI+cNNoas // �- r I I /' I I (SEE SGH[DUIE ON / /� ' I - _ _ _ _ -1 LD ' j ( LID j� I SHEETS B THROUGH 10) %� / rML��i7iTiLN(� I -.(a) I `.7/ L i 1 I I L -J_ +/.y_2o,- 0_ _ _L_ ,/N•s-eon• ED. / j/ 1 _.--- __ ___ -._ f --- --'I, �� - - i-. _. _ 6d,s .J(] If- - 6-�- ss e0.1s r 1 _ T�0 .. i _ - M RRRgpwW¢j`•' ® TO GLASS. I (lE NSW ws4 EX F (SEE SCHEDULE I IOIRN O•sR Tom') 1' Moz 4 (SEE SCHEDULE I = On1 Tom' 1 CLASS I ON SHEET 3) 1 I PANEL LENGTH 1 ON SHEET 3) 1 `:. '^ L I I i (SEE SCHEDULE B I -L• Maz. IMin. SEPAMIION I i• Yo1. I I ON SHEET 3) 9 I PANEL LENGTH TO PANEL LENGTH CONCRETE ANCHORS I. I 11 f, L (SEE SCNEDUIE -1(SEE SCHEDULE I (SEE SREDILE (SEE SC DULE ON I 0 I I ON ET 3) I ON SwET 3) SHEETS 9 THROUGH , ( I R I /� ON SHEET 3) I _.__ _ _____,I - Sox // I O 'L, 4 Z,�J Ew$nHG� i /� , 11I EO /% 1 4Y-20.HW eY.ts '// �i�°l� 1 OF 'L7 G '' I �% I i . . r • 0 qr ol.0 I. - 1 / j%; i MAX. j/ / ', �, iI i l /. /. I E.D ( ._1 I E D / I E.D. /. I I - / j t� ICON TIRE POURED � I I O 12 I/Y O.r- 1 ''', - -...I 4 AJPAPAJCABitE) //'' ' - ,. Rr4V'siwm raW a CONCRETE BLOCK I I CONCRETE ANCHORS J I '-co---Eo-- yr-a.,• ss Ya ./ MR REouNED. /�, 1 Y ®-- (SEE SCHEDULE GI+ - --.--- I • t2 ,n' D.C. - - SPINETS B TNROIxUN 10) 11-13 / 1 µTERHATE-'' M"'' - /" W/ ®ONLY WREN SOLID ___.LEG LOCATION i�/, : SET k CIµ/(-M HOES EXISTING POURED CONCRETE ' 11. - � ARE USED tr W/ WHEN -- PAIELMATES OR CONCRETE BLOCK ALTERNATE CONCRETE �TMG POURED CONCRETE CONCRETE ANCHOR _ ARE LASED. EDUIRED. ANCHORS OR CONCRETE BLOCK REWIRED. STAGGERED W/ ETAS (SEE SCHEDULE ON (SEE SCHEDULE ON SLEETS 9 TF111011GN 10) SHEETS 9 THROUGH 10) BUILDAFf yTING M&M ING WALL MOUNTING IffECT MOUNT SCALE 3/8-1- SCALE 3/8-1- SCALE 3/11I r�PAA. . Sy N=��'�' CENp lsj FLORIDA BuuaNc CODE Non High Velocity Hurricane Zone 2 Z 1 J . 44167 = °'°i0 "'� "` 24 GAGE GALVANIZED STEEL STORM PANEL r'' * . olWArn R NOTE FOR COMBINATION OF SECTIONS: s ED. - EDGE DISTANCE = E' STATE 0� ( - I L E C O INt. GLOBAL PROTECTION PRODUCTS, LLC. W r/� (SEE SCHEDULE ON TOP do BOTTOM MOUNTINGS CAN BE 9 •. •` £- .- - NW S.W. 51 STOW SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY "%.O,t, • F1 QP• t aR1 W d a M.r WAOA R »w IYWL FI33T1. INSTALLATION. F /O ... •''G\Al�AO 2n? w:e Lm n�,-,amp-: .-OWN-Mal RwE: (w)ee-T»N. rn (.e4)ea-en7 20-175 owwG xo- 'y11AIA C -Coot], y •MAIN 1 IWALiFII A >uR O.E r IHR1 4 Or to NI INSTALLATION DETAILS FOR REGULAR PANEL 1, INTO WOOD 4'.6• (MAIN.) DUSTM W000 _ _ - ___ IDGTON BEAM REQUIRED. STRUCTURAt. 1 ADEQUACY OF Exr-iMC WOW BEAM TO BE CERTIFIED BY - REGISTERED ENGINEER OR 1ED ""- E: j-�, / _..`L`5'� ARCHITECT PRIDE TO SHUTTER INSTALLATION' WOW ANCHORS ALTERNATE WOW A/1CHICRS - - I' Al - ._ (SEE SCHEDULE ON (SEE SO4EDULE ON -- - ! I I tTALI' Hu 10NMLe READ SHEET 11) SHEET 11) .l rc_I -EO-EQ- -1ITHIN-�m'� So" am !f !0 - I 1/1. - • 12 ,n• oc 1/4' I --1 MAX. W000 MEADEIT v A �•,; 1/2- - - _._ _ --_ -___ _ 1 1 z -. 1 ReouTRED - I - �� I I - ,.-2d,• EX GANG i t i wooD ANCHORS _ r - I/ - ac Is,p•O.a 1 I (SEE SCHEDULE ON ' I Min. t I �EPARATON I O SHEET 11) / : ® i O CUSE.(SEE I -.E SCHEDULE I IH�,-Col' � j ON SMELT 3) i l W11 wlE1 f (SERE SCNED LE ON SHEET 3) 1 ,/4ti-m,' 'L• MAX. _ 1 ♦� N g6. el r PANEL LENGM 1 1 IlOMOH OAF J� PAN1. EL LENGTH i - _ - Y ' i - -. of m wLL (SEE SCHEDULE -. _..-. N (SEE SCHEDULE EXISTING I t►�/�_/,( 1 IHPN D:01 J!I ON SHEET 3) MASS- I I . 41 r - -- At - , - 1 1 `� SOR 1 1 del OF Y' 1 t^`� 1 4@ M F� F 1 �1� MAX. ( .. j 0 12 1/2- O.C. I jt - I -- t.. -. 1 �J 1 EO ij2. NO FMI.5111 1 I - I 1/4.4-ilil ALLOWED T I EO ,HEAD INAL" 11 1 -. 1 I t -_ 1 - � -RSV• 6 I/.• O.C. 4 _... - - _-_ I'X6- WOOD 2'a4' WOOD PLATE __ - - -. - - DECK REWIRED REQUIRED - WOW ANCHORS WOOD ANCHORS -.. -. (SEE SCHEDULE ON (SEE SHEET 11uU� .. .---_ J/• -. ___. _ SHEET 11) -_ _2' WIN. - -. - _ _ . _. _. rt�N_G�����R MOUNTING 8U1���UN�� AL�y T (Ryl1E 13W L NATIVE 41LiLL WW SCALE 1/8-1' H HININ SCALE 3/6-1' �TyFl of ri "�i w. I NOTE FOR COMBINATION of SECTIONS:. i NO. 4416E £ 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. 2T*; C FLORIDA BUILDING CODE Non h Velocity Hour cam Zone 2 . • W omto TXIFDa K r T TT z 1. OP k BOTTOM MOUNTINGS CAN 8E PRESSURE RATAN .I.H AN PAN NTH DESIGN TIES URE G D EL LENGTHS P ) t 24 GAGE 6ALVANfrii•D STEEL STORM P SEAT ORY PANEL E aWA. W. COMBINED IN ANY WAY TO SUIT ANY OF As PER SCHEDULES ON SHEET 3 z�•• •�yi INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD% c MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC %• •---a � = I L E C O l GLOBAL PROTECTION PRODUCTS, Lw• " an'-°'P DENSITY OF 0.55 OR EQUAL ANAL E • /- � TL3r : k aNOW eNENP.Nv .eW :r, al LER h...........PUA / ;' . - - IL Na a •AOr Ww,st w Yrr NARK• n- MI. / , r-.le;�-:ate^ m-,w Mac W)M-?U& I- (w)w- M 20-175 PE. 4GLJWaNME/ClA)E IM ► - rK r - ORerO Nn' .KTOCA �tx.. PE m,>_w NI r MIQT ) O II -«-0 N N CIS N -Il U L_ L- -0 (1)Q O •� � = =3 CU cu "Fn N '0 U -0 -0�•1� C (2)_ O L W = Q" o LL Cu O Ill Cu t V %+. - ` . a) Il Q O /�/�/�� a- �!E Ccnu - -0 .- VJ Q V7 ( ) d\",�� I-- --) Ill C:D ( i : C•� _ Ir C J />\ ( 1- LA_ CV - (_h r _INN 4 • ( t- , (r) �' uH I W -..._ M _ Q -0 CIS O 0 :3 i U .2 L -f�•� ¢ O V -4-oloo-S a) �= V J M 0 L- CDL IL Q r�S 0 L- (1) U) W SHEET NO. SH 1.3, INSTALLATION DETAILS FOR REGULAR PANEL 1, INTO WOOD 4'.6• (MAIN.) DUSTM W000 _ _ - ___ IDGTON BEAM REQUIRED. STRUCTURAt. 1 ADEQUACY OF Exr-iMC WOW BEAM TO BE CERTIFIED BY - REGISTERED ENGINEER OR 1ED ""- E: j-�, / _..`L`5'� ARCHITECT PRIDE TO SHUTTER INSTALLATION' WOW ANCHORS ALTERNATE WOW A/1CHICRS - - I' Al - ._ (SEE SCHEDULE ON (SEE SO4EDULE ON -- - ! I I tTALI' Hu 10NMLe READ SHEET 11) SHEET 11) .l rc_I -EO-EQ- -1ITHIN-�m'� So" am !f !0 - I 1/1. - • 12 ,n• oc 1/4' I --1 MAX. W000 MEADEIT v A �•,; 1/2- - - _._ _ --_ -___ _ 1 1 z -. 1 ReouTRED - I - �� I I - ,.-2d,• EX GANG i t i wooD ANCHORS _ r - I/ - ac Is,p•O.a 1 I (SEE SCHEDULE ON ' I Min. t I �EPARATON I O SHEET 11) / : ® i O CUSE.(SEE I -.E SCHEDULE I IH�,-Col' � j ON SMELT 3) i l W11 wlE1 f (SERE SCNED LE ON SHEET 3) 1 ,/4ti-m,' 'L• MAX. _ 1 ♦� N g6. el r PANEL LENGM 1 1 IlOMOH OAF J� PAN1. EL LENGTH i - _ - Y ' i - -. of m wLL (SEE SCHEDULE -. _..-. N (SEE SCHEDULE EXISTING I t►�/�_/,( 1 IHPN D:01 J!I ON SHEET 3) MASS- I I . 41 r - -- At - , - 1 1 `� SOR 1 1 del OF Y' 1 t^`� 1 4@ M F� F 1 �1� MAX. ( .. j 0 12 1/2- O.C. I jt - I -- t.. -. 1 �J 1 EO ij2. NO FMI.5111 1 I - I 1/4.4-ilil ALLOWED T I EO ,HEAD INAL" 11 1 -. 1 I t -_ 1 - � -RSV• 6 I/.• O.C. 4 _... - - _-_ I'X6- WOOD 2'a4' WOOD PLATE __ - - -. - - DECK REWIRED REQUIRED - WOW ANCHORS WOOD ANCHORS -.. -. (SEE SCHEDULE ON (SEE SHEET 11uU� .. .---_ J/• -. ___. _ SHEET 11) -_ _2' WIN. - -. - _ _ . _. _. rt�N_G�����R MOUNTING 8U1���UN�� AL�y T (Ryl1E 13W L NATIVE 41LiLL WW SCALE 1/8-1' H HININ SCALE 3/6-1' �TyFl of ri "�i w. I NOTE FOR COMBINATION of SECTIONS:. i NO. 4416E £ 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. 2T*; C FLORIDA BUILDING CODE Non h Velocity Hour cam Zone 2 . • W omto TXIFDa K r T TT z 1. OP k BOTTOM MOUNTINGS CAN 8E PRESSURE RATAN .I.H AN PAN NTH DESIGN TIES URE G D EL LENGTHS P ) t 24 GAGE 6ALVANfrii•D STEEL STORM P SEAT ORY PANEL E aWA. W. COMBINED IN ANY WAY TO SUIT ANY OF As PER SCHEDULES ON SHEET 3 z�•• •�yi INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD% c MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC %• •---a � = I L E C O l GLOBAL PROTECTION PRODUCTS, Lw• " an'-°'P DENSITY OF 0.55 OR EQUAL ANAL E • /- � TL3r : k aNOW eNENP.Nv .eW :r, al LER h...........PUA / ;' . - - IL Na a •AOr Ww,st w Yrr NARK• n- MI. / , r-.le;�-:ate^ m-,w Mac W)M-?U& I- (w)w- M 20-175 PE. 4GLJWaNME/ClA)E IM ► - rK r - ORerO Nn' .KTOCA �tx.. PE m,>_w NI r MIQT ) O II -«-0 N N CIS N -Il U L_ L- -0 (1)Q O •� � = =3 CU cu "Fn N '0 U -0 -0�•1� C (2)_ O L W = Q" o LL Cu O Ill Cu t V %+. - ` . a) Il Q O /�/�/�� a- �!E Ccnu - -0 .- VJ Q V7 ( ) d\",�� I-- --) Ill C:D ( i : C•� _ Ir C J />\ ( 1- LA_ CV - (_h r _INN 4 • ( t- , (r) �' uH I W -..._ M _ Q -0 CIS O 0 :3 i U .2 L -f�•� ¢ O V -4-oloo-S a) �= V J M 0 L- CDL IL Q r�S 0 L- (1) U) W SHEET NO. SH 1.3, -«-0 N N CIS N -Il U L_ L- -0 (1)Q O •� � = =3 CU cu "Fn N '0 U -0 -0�•1� C (2)_ O L W = Q" o LL Cu O Ill Cu t V %+. - ` . a) Il Q O /�/�/�� a- �!E Ccnu - -0 .- VJ Q V7 ( ) d\",�� I-- --) Ill C:D ( i : C•� _ Ir C J />\ ( 1- LA_ CV - (_h r _INN 4 • ( t- , (r) �' uH I W -..._ M _ Q -0 CIS O 0 :3 i U .2 L -f�•� ¢ O V -4-oloo-S a) �= V J M 0 L- CDL IL Q r�S 0 L- (1) U) W SHEET NO. SH 1.3, V7 ( ) d\",�� I-- --) Ill C:D ( i : C•� _ Ir C J />\ ( 1- LA_ CV - (_h r _INN 4 • ( t- , (r) �' uH I W -..._ M _ Q -0 CIS O 0 :3 i U .2 L -f�•� ¢ O V -4-oloo-S a) �= V J M 0 L- CDL IL Q r�S 0 L- (1) U) W SHEET NO. SH 1.3, -4-oloo-S a) �= V J M 0 L- CDL IL Q r�S 0 L- (1) U) W SHEET NO. SH 1.3, 1 1' I1 All l_'1LU LO er '171 III IJ 1 _ 1 ! 1 11 111 1_11 I I - - RV 141" I�I END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE SAFETY do E-Z HANG STORM PANEL M SYSTEMS , 1 0 VARIES 1 1 L 2*-* WOOD FRANC 2" . r .NOSY 3105 ­14 OR 6D63-16 ALLOY CONT. AILM O ® S LNWI.� a• IEOIIEaD AGE INN Ile.. 1 3/.' %. 1 1 _ 2 MM 1/2' TAPC°N a 12. O.C. 1C A. y. , �(2N oR Yi1' EROorNge:"-. POI.WED COMCREIE. _ 1 1 IJ.•W . / 3/4'P, } I REO06® COINCIETE BLOCK by 1 ANCHOR a 12' l !/ _ 1^%, 2'.A WOOD FRAVE ` , Vi DR® M r - NNeF AAAeT - wn REOLMM I 1 I/4'4 3/1' C C1Ar /YAEL -: 1 1 rYNKOH ANCHOR 1 lE1HWdE l[G LOCATION 1 12. O.C. Y . 2' . -057' ro_-. MATTES 5' M. SO< L <IIM �, i ALU„MSANGLf on •4' - ---- ae0' 3/05-N,54 SNOT POURED CONCRETE. CONCRETE 1 -�- ' I_ "RACY METAL ALUM. am PATE BLOCK OR 2.4' WOOD rRA1E Y X 4• X VZWV 3105-Ht4 DR 1•, (1TPi I-1I REOURCD 2 1/1' - 1 caw, a ANGLE COAT. ALLRL ANTE %. 1/4- . 80LT ♦- . 4• G .072' 40,12' QC. 3t05-Nts OR NO To AL& IM W/,NCUi CPR., Nan. ANGLE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4•-1• SCALE I/4•-1• SCALE 1/4--1• SCALE 1/4--1' SOUP -SET ON COOK OR ELCO PAMCLUM 1 �� (-.. _ P01IRED WMCE76_ E,tB161G TRY AT �n1MLE IO:D ,O 4) •® OR on 21.TE SOCK 'TOP. BOnOM O4* WOOD R PNEISMTE PLVS (SEE I.SX POUREDSOB OF IN. PANEL CANOIETE "•^^ ••^ VMIES..1 ( ® �' ® E1LNE OPENING�MLE 10 °N St(ETB 6. OVERLAP BEYOND ;. Y.4' WOOD FRAME �� S,1.. OPEMNG MOTH) -• -PQUEO CONCRETE CONCRETE REQUIRED \ _ a 2.4' WOOD FRINGE I C ' --©'© 0,® (2)TO VARIES C "CAM MT PARALLEL 3' Wa 1 wru (NEVER CUT DID PANED X - 8.0, DISTANCE -,� -- 1---�? 1 �t? ,. �-w„;.rp --j CASE G (PLAN) �./ ---- ..INR !M; . S' �``La A. rizi/r SCALE 1/4'-1' �� e�I UP. i �r'• AC EN ✓9 VALID FOR DIRECT MOUNT INSTALLATION ONLY E En ....C. "C'._ %z CERTIFIED PANEL INSTALLATION AT WALLS WJ S S :• ND. 44161 •: � SURFACE LEVEL VARIATIONS WITHIN 3/4- Sir i FLORIDA BUILDING CODE Non High VelocityHurrtcanto Zone CASE E (PLAN) CASE F (PLAN) , •. �� • ^ •� 24 GAGE GALVANIZED STEEL STORM PANEL awM'IN SCALE 1/4•-i' SCALE 1/4'-1-- t,, S� °J 70 '••A,,,I�' AIL E C O 1Nc. GLOBAL. PROTECTION PRODUCTS, LLD. PPAM T1y ♦ O�ATT 46W €w. 61 S"W s. a. r s rsn .Neoa w sIr 0i�• tiu 20-175 A Pw DONr Ne ti aIO P11aG (16•le1l-76MI. IRA: (W)te1-OTIT Mr CA amUT PE 9EV,/90NRIlE/pAR WALIFA A iVN A. P;. R1• t>.w !- IDwtT 6 O R N (VALID ONLY FOR PANEL )INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 NY 7) MAX. A.S.D. S.D. PRESSLREE (p...f.) MAXIMUM ANCHORS SPACING FOR CO.. AS SHOWN ON SHEETS 8 A,7 APPur.LBtE iO OF THEM MAXIMUM PANEL L.RATING (R.) TAPCON l/L PNGTH NYELMNTE FEMALE D PANELMATE PLUS WOW BUSHING 13' 13' 13• 13 1J' is (TOP) 13' 13' 13' 13- 13' IOU (BDITOI) 6 1/2• 5 1/2• 6 1/2• 6 1/2• 6 1/2• (TIN) - - 6 t/4' 12 1/2' 6 1/4' (BORN•) 5•-0• LESS S. - B_ 3R (BOTTOM) _ t3' _ 13' 13 V 1J' I]' W (TOP) "5. -48 Oft LESS 13' 1J"- IS -- is, 13• W (BOTTOM 13' 13• 13' 13, a 1/2, IOU (TIN) 13' 13, 13' 13' 6• ,w (BORON) e 1/2- 6 1/2' 6 1/2' 5 1/2- 6 1/2' (ADP) - - 6 1/4' 12 1/2' 6 1/4' (BORN•) >5'-0• TO 4 ' 6 1/2• a 1/2- _ (TOP) 14'-4' 4 1/2• 4 1/2• 7• 7• - 3W MMTOM) t0 1/2' 9 1/2• 12' ,2' 4• (TIN) 13' 1 13' 1 13• 17S• a 1/2• w (BOROLI) ' SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS &MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D.MUGMUM DESIGN ESSURE PRRATING (P-0.0 ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7 APUCAIX.E TERN C0 A MNY TIM OF THEY yAOy(A,1 PANEL LENGTH L. (nJ TAPCON LAG SCREW PANEUMTE FEMALE ID PANEUNTE PLEAS WOOD BUSHING t3. t3' 13, 13, 13, ,w (me) 13' 13• 13- 13• e• 1W (Barrow) 6 1/2' 6 1/2• 6 1/2• 6 1/2' 6 1/2' 2911 (1W) - - 6 1/4• 12 1/2' 6 t/4' (BOrT.•) 5'OM-0' r t/2 B. e. - - DPP) LESS 7 1/I/Y- -- e' --6: - e' _- - 301 (BORON) 121' 13- lY _ -- 13' 13. W (TOP) >+45, -45 iO .75.-78 13• 13, 13• 13' 13' 4W (BOTTOM) tl- 13, t]' 13' t0' lot13, 13' 13• 13' 6 I/4' IOU (BOTTOM) 6 1/2• 6 1/2- 6 1/2- 6 /2 61 2' / (TOP) _ - 6 1/4' 12 1/7' 6 t/4' (BORN•) >5'-0 4 t/2' S• 7 1/2' 7 1/2• - (TIN) TO T•_5• 5• 5 1/2' 8' 8' - 3w (BOTTOM) 13, 12' 1 13' 13• 5 t/2' (TOP) 13- 13• ,3 I]' 10' 4W (BOTTOM). • SEE TABLE #, FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL. LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 7N+HOE.l1 A A.S.D. DESIGN LOAD YA>OMU1M PANEL LEiIGTH 40 PSF OR LESS 6--8- > 40 PSF TO 50 PSF 1'-2' > 50 PSF TO 60 PSF V-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FPAALE 10 OR PANEL MATE PLUS ANCHORS a! W/ sP4(y0E1B1MN3N4} 1/2• D.C. INSTALLATION DETAILS INTO POURED CONCRETE FOR LIFE SAFETY PANEL OR CONCRETE BLOCK STRUCTURES Ct� 7/4'/ TAPCON POINTED t/4', TAPCON _ _E)OSTNNG POURED ANCHOR w 9. O.C. I I. _.� OR ANCHOR O 9 0 C GOMCRETE OR CONCRETE BLOCK Dow, CONCRETE BLOCK / REOIWED D. IX6RNGJ CLASS 1 1 1 1 'L• MOAN PANEL LENGTH (SEE ELEVATION ON SHEET 12) L/2 CREETE OOURRE:O. CONCRETE BLOCK j / REQUIRED N I to INr IN: /f 1/4'0 PANEUMTE PLUS ANCHOR O AN12 1/2. O.C. SEE SECTS Ie ♦ It FOR ANCHORS TYRE !SPACING FOR MGTALL.Ma INTO WIND FWM MnDIG6. 11RWM ANCHOR 9PACWOS AM NINYtY EDGE OSTANIX ARE NODCATED ON THIS SCHFDU E. MR EA LESS THIN IDEATED ON SGTEDUAE REDUCE ANCHOR SPICING BY MULTIPLYING SPACING MOM ON SCEDUUE V THE FOLLOWING FACTM FOR THIS OPERATION TO E POSSIBLE EDUCED SPACING GROPED USING FACTOR SMALL NOT E LESS T/MN W" N PAC" INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE ,ANCHORINE T ywDa GRO wPlus ILIG.K "Cm wmm py 3 3 •M.IMRR New Gwb SW 3 3 INA,K+W aIN.rA is 00 5 3 1/2 AWOL Q WWI= RA) MOOR n• -- - - Off- --_- Illt ]• GO 'As 3 12' EDA 1' Min. PARATION^ D GLASS. 1 N DUSTING POURED. E 0 CONCRETE OR CONCRETE BLOCK REQUIRED. 1 I I 1 1 .r, r 1 1 D G wVRN• i I 1 � i 1- MAX. 6• PANEL IENGIN 1 (SEE ELEVATION I ON SHEET 12) . -.. T _____._.� I I I I t I I g' I 1 I (enoo) ID 1 j X _ 1/4'4 PPNELMATE PLU5EMANEL _. ANCHOR (BEYOND) WALL MOUNTINGS SLUE 3/6-1- Hurricane MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL CI) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5) MAX. A.S.D. DESIGN PRESSURE RATING (P...f.) MAXIMUM ANCHORS SPACING FOR MIN EA. PER SCHEDULE BELOW ro CIF ECTIONSMAXIMUM a I PLEN�GTH (R-) MAX. AS.D. PIES RATING (P.8.0 MAXIMUM ANCHORS SPACING FOR MN E0. PER SCHEDULE BELOW F 10 a SF T1O'1 MAXIMUM PANEL N (R) TAPOON Salmi -SE! � m FAMELMOkTE PLUS 21WAC-NANAN CALK -IN TAPCON SDLD-SET PANIELE TE PLUS PANELMOn ZNMC-NNUN G4/!-04 ro m TO EN ro ro co ,= I m m 1D W To CONCRETE +45. -43 LESS 1]` 1J' ,3• 13' 13' t1' 13' 7S' 1S• t ] tY 13' 1 (TOP) S,-6• OR LLSs +Ib, -45 .gy7p-e5 1 Y 13' 1 3 13' 13' 13' IS• tY 1Y tY 1!• 1112 / 1 OP (TOP) b'-5' opt �5 13• Ir Ir 13• tY 13• lY IS, t3' 13' 13- 1]- 1 (BORON) 1Y IS' 13' IY 1]• 13• IY 1J' 13• 17- 13' 11 I/2 1 (90R0M) Ir Ir lY Ir 13' 1J' 1J' 1]' IY 13' lY 13' 2 (TOP) U' it 13' 1J' tY 13• 13 13' IY 13' 1]• 11 1/I 2 (TOP) is" 13' 13• 13' 1J' 13 13 13• 13' 13' 1]' IJ' 2 (BOTTOM) 13• IY 13' 13• 13• 13• 13 1J• IY 13' tJ 1 1 /2 2 (BDTTOw) Ir 13• 13• 13' IS, 1Y Ir 13• 13' 13• 13, 13• 3 (TOP) 13' is- 13• tY tY 13- 13• 13' 13' Ir 13• 11 1/2 3 (TOP) - - 12 1/2 12 1/2 6 t/4. 6 1/4' 12 1/2 12 1/2 - - 8 1/4- 6 1/4- 3 (BOTTOM) - - 12 1/212 1/2 6 1J+' 6 1/+' 2 1/2,2 I/2 - - 6 1/4' 6 1/4. 3 (BOlm1N) B' e• B• Y e' e" e- 0' 8' e• 6• 7 1/i• 4 (TIN) W 5 1/Y a• r 6• 6 1,12• a' 7 1/Y a- 6• `- a- S• 4 (TOP) 13' .e 1Y 13'-- 6• - e' - 5' - 5• - 8' - (BOTTOM) B' - e' - e - s - e• 13• s 13- 11 1/2 - 5 (TOP) 13' 13' 13' - IS• -tJ' 13• 13 1J• IS• t]' S (NOR) IS' _ 17' 1J' 13• 11• 13• t3• 13- IJ' -- lY I ,_ 13' ----- 13' 13• ---- 13' 13• ---- 13- 1r 13' 13• 5 (BOTTOM) I3' IY - 13• Is- 13- IS' I -- 13• 1J• _1 ]' 13- 11 1/2 5 (BOTTOM) tY U• U• tY q' 13' tY 13' tY U' _-,Y 13' 6 (TOP) 13' 13• 13- 13• 13' 13- IY 13; 1Y 13- - 1]' 11 1/7 (TIN) _ 6 I/4• 6 1/a' 6 1/4- 6 1/4- --- - _-- - 6 1/+' 8 i/+• 6 (BOTT.«) _ _ 6 ,/1- 6 1/4- 8 1/Iv 6 t/+' - - - --- 6 1 a' 6 1/4. 6 (80T7.••) 13' S' r3' 10 1/2 t3' Y 13' T 7 1/2 5 1/7 13' 4 1/2' , (TOP) >S,-8, TO 14'-+' 13' 6' 13' 13' t3' 6 7/2' 13' 6 1/Y 9 t/2• 6 1/2' 13• 5 I/2' 1 ) >5'-0' TO 9'-6- Ir 7• 13- tl' 13- 9 1/2 13- 9 1/2 10 1/T 7 1/2 IS' C I (BOTTOM) 13' 7 IJ2• 13' 13' 13• to' tY 10• it' a' 13' 6 1/2' 1 (BOTTOM) 13' 5' Ir 10 1/2 13- r 13' Y 7 1/2 5 1/2 IS' 4 1/2' 2 (TOP) 13' 6• IJ' 13' 1S' B t/2' Ir a llr 9 t/Y 6 1/2' 13' 5 1/2 2 (10P) 13' 7• IY I3' 13' 9 1/2 111' 9 1/2 10 1/2 7 1/2 13- 5 1/2. 2 (BOTTOM) 13• 7 1/2' 1J• 13' 7J' 10' t3• t0' 11• E' tl' a I/2' 2 (BORON) tY 7• 13• 13• 13, 9 1/2 13' 9 1/2 10 1/2 7 1/2 IS. 6 1/2- 3 (TOP) 13- 7 1/2• 13' ,Y 11. to' 13' 10' 11• e• 13- 6 IJ2. 3 (TOP) - - 12 IJ2•,2 H/2 6 1/4. 5 1/4' 12 1/2^ 6 1/4' 6 1/4' a 1/4. 3 (BOTTOM) 12 1/2.12 1/2 6 1/a' 6 1/4' 12 1/2't2 1/2 5 1/4' 6 1/+' 3 (BOTTOM) 7' 3' d' 5 1/2' 7' ] 1/2• e' 4• 4 1/2• 3' 6 1/2• 3• 1 (TOP) 7 1/2- 3- W 6• 7' 4- a- 4• a 1/2' 3 1/2• 6 1/2' 3- 4 (TOP) 8' 6• - 8• a' 5 1/2' 7 1/2' 4 (BOTTOM) a• - r a• 6' 5 1/2' - 7 1/2' 4 (BOTTOM) 13' 7' 13' 13' 1J• 9 1/Y 13' 9 1/2. 10 1/2 7 1/Y 13• C 5 (TOP) 13' 6 1/Y 13- 13' 13• 10• 1J• 10- I1' B• 17• 6 1/Y 5 (TOP) 1J' T 13' 13' 1J' 9 t/2' 1T 9 t/Y 10 1/2 7 ,/Y t3' 6 1/2' S (BOTTOM) tT 8 1/Y U' 13' tJ' 10' 13' 10' 11' 8' 1J' 6 t/2' S (BOTTOM) lY S. 13' 10 t/2 13; 7' 13" Y 7 1/2' S 1/2' 13' 4 t/1. 8 (TOP) 13' G. 13' 13' 1!' 8 1/2• 13' a 1/2' D 1/2' 6 1/Y 13' S t/T' 6 (LOP) B t/4' 6 t/4' 8 1/4' 6 1/4- 6 1/4. 6 1/a' 8 sort.-) - B t/+' 6 1/4' 6 1/4' 6 1/4• - - - - 6 1/4. 6 1/4. 6 (ROTA.••) SEE 9 W 11 FOR ANCHORS TYPE ♦ SPACING FOR MSTALATONS INTO NNW FRAME e1I1 MM • ,wwnY AIIQGe SARONGS APO MAXIMUM EDGE DISTANCE ARC BOOMIED ON IRS SCHEDULE FUR ED. LESS TNUI INDICATED ON SCHEDULE REDUCE ANCHOR SPACM B/ MILTPUYOO BROOM BROWN ON SCHEDULE IN M MLLOW4 FACTORS. FOR INS OPERATION TO E P05iwlE. REDUCED SPAGNC OBMNED USING FACTOR SNNL NOT E LESS THAN MRIMUN SPACING POR/ITED rDlt EACH ANCHOR TYPE ON THIS SCHEDULE 1/4 • .E_ 1/4•. t/,V. 1/4-. 1/4•. ANaDR TYPE aet1w/4-.. _r.. Alow FDWELUS iM AR ___.. zuvz-oALr ..-- CAA-R MMM M04OR SPACING (M) 3 ] J ] t/2• } ,/2 AeNeMUM EDE pw ] ] +/Y Y 3] ] I/Y ] eBTANO ROJ -_ I t/r AMW (sa MWM (END.) FACTOIR 1/r _ 0.- - - - - - .. - tm AJ O.3 -,m r p,,O CITE - - •• SPACINGS ONLY VALID WHEN SPACER IV IS USED. SEE T /1 FOR MAX. AS.D. DESIGN LOADS k WX PANEL LENGTHS WHEN SPACER USED. 3" MAX. O°r0 O O O O O O O r------ •-- - --- __ -- ---------------- ----------- - -` j_ �1_ I IMLL& A A.S.D.DE9014 LDAO MAXIMUM LENGTH 40 PSF OR LESS 6'-8• > 40 PSF TO 50 PSF 6'-2` > 50 PSF TO 60 PSF 5'- 10' A MAX. PANEL LENGTHS ARE ONZ VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS A W/ SPACER AT 12 1/2. O.C. ANCHORS --..-._----_- - _. (SEE SECTIONS ♦ ALTERNATIVES ON SHEETS 13. 14. 15 ♦16)-.-.--_---_-___ -- r*R-IA/13, R-2A/13, R-SA/14, r*R-19/13. R-20/13, R-38/14. S' R-TAW/15. R-2AW/15, R-3AW/16. R-18W/15. R-28W/15, R-30W/I8. 1•'" L/2 1/4`e-2oar S.S. BATS Yt� Y- (USE FOR PANEL LENGTH MAX. OOVER 7--6') O PANEL LENGTH REGUTAR STORM PANEL REGULAR STORM PANEL e'-e' O +40.0, -40.0 pa.l. i I _ _ _ _ - _ _ (W/ OVERLAP MID PANEL LENGTH BOLT) _ ___.___________- . LIFE SAFETY STORM PANEL _ r-6• • .50.0, -54.0 p.I.r. fw/O OVERLAP MO PANEL LENGTH SOLI) •A- .:(.�.:I 1/4'.-20.1,, i --' ''----' ---'-- 'ISE 2AIBAlLMOIP A�WfrSLEtY07N s.S. W - AS Ue. aOrsYFRLAi� I. ----- - - - - t' 2) FIOTC/1ES AT STUD ___. _.�__. (�( - LTu>rN O LIFE SAFETY I D.M..O. C }�/ , PANEL BOTTOM CORNEAS O - I ) OVERLAP -OVERLAP-- or 3- uAI( LEFT 2A/13, R-BAIT R-1B/1 -AN 13• R-3R/14, Y WING NUT AT WING NUT AT + f - - 1 INSTALLATIONS ONI- Y VALID FOR WIND t' MN. R-1 13. R- P MN, SPEED UP M 170 m.p.H. R-TAW/15, R-2AW/15, R-3AW/16. R-18W/15, R-28W/15, R-3BW/16. _... _._ ANCHORS (SEE SECTORS At ALTERNATIVES ON SHEETS 13. 14. 15 ♦16) 1/4' MAX. CAP LIFE SAFETY STORM PANEL 1 ELEVATION (t) i t 2097 SCALE 1/4•-l' REGULAR -.;- STORM PANEL (Mot O,ERAP 1 VRQE "ALLEY) STORM PANEL -- - - -- - --- -- -------- -- _- -- -- ------------------- --- -- - - '- t REGULAR AAN,,... MAX. cAP 9i _ _ . LIFE SAFETY PANEL = * TF ° FLORIDA BUILDING CODE Non High Velocity Nurrtcon! EXTERIOR -ys,�FU:•-40RIDA ..'t4kQrr Pav4D nRco. M. 24 GAGE GALVANW STEEL STORM PANEL ')V S N eti(]x "" EDIT SECTION A -A �G- ITL IE C O ENS. cLoeAL PRorECTwN Pao�uCTs. uc. -�#•7�/TRJUT 4100 S.w. 51 STREET SCALE 1/4•-l' ` /' .w, DIN ntHm.r�: W-�•aR, u,ED' NtOR: (RS4)♦M >SW rN1i(RM)M-6R7 20• 1;­ " INSTALLATION DETAILS INTO WOOD HEADER WOOD RUDER REOImED iIEWIRED FOR LIFE SAFETY WOOD STRUCTURES _ I PANEL C1� -_ WOOD HEALER - __ I'" AEOUIRED W000 HEi10ER "TFEQUIREp 9 TAPCOM ja'. TAPCON 1 -, 14-. TAPOQII 14'I TMOON NNCIOR O 9. O.C. ANCHOR O p' O.C. HOR O 9' O.C. O 9' O.C. 4) 1/2- 1/4- 1/4, MAX ) 1/z' 1/4. •. IJ2. 1/4' 2' , _ , - I 2 I Nil Y d 1 2' ]I WY. Ll DIET I i i (DLJ 1J i �j Lf Z I t i L1 A t t B R IXIST1yy„R I I /4•.-ws,• p ; t 4v-}a,• - _ _I u Rn p :r Y- A FA IX6TINSj,2 d i n I t/.•f20.,' ° >IS eGLR r I 1H•...2a.t• • ` u a R r c1A55 `_ p II tl 1 , IDWR, O.OI Y� 0 t 1 1 I p 'EL MAX. II I FY6lIMC MIT 5'•"I 1 1>iaH w01 7�') tl 1 0 I t 1 ' -EL LAX. 6• 'L' PAN) LENGTH 11 1 --.... X. _ _lam- PANEL LENGTH MOO. (SEE ELEVATION H _ Y-..,•-...- 1 PANEL 6• (SEE ELEVATION 0 ) SEEPANEELEVATION I 1 LENGTH _--1 __ _. .� ( ON SHEET 12) IN t LENGTH -_ - . _I (SEE ELEVATION G 'r I ON SHEE'1 12) __-� - _.. II I T. 1 'ON SHEET 12) p , S.._. T _O ON SNEEi t2) e , - t p 1• Vn, I r- --�'-_ 'T- -' O O tl'- SEPAL7A710Nt CLASS TO1 , •.a=_,7` "._. „_ 4)!^SEPAL �- T O TOGLASS.GLASS.I L/2 N`SEPARATFS TO MASS, 6• I A T,ON I E/2 M TO GRASS. I - • �-_+ 1 r, � � , 1 _ •'. .��- LID �1,/r -' i cc t/r: ` -_.., - ;:' NED � ,::' t ` [°. � ) ISi Its EQ _i TOUR r/T �^ - - - - I/2. A)) V PLATE -. o.0 i0 . _'. )/4.9 TAPCON _ I- 1 4.9 TAPCON _ REQUIRED .. �4'► TAPCON 2-.4- WOE_ a t2 t O.C. n .. I AICHGR s e• O.G ANCHOR • 9' O.C. SUGGERU W/ STUD I STAGGERED W/ STUD ". ANCHOR O 9' O.C. PLATE ' T- REWIRED _t/4'. TAPCON WOOD (-_ WOOD ,.. .• � ANCHORa 9' O.C. / - -FIAT[ REWIREDREOURED ,. s u�E s�AANE1 WALL MOUNTINGS SCALE 3/8-1• ifflu �P A TP/ . -r eLIEBNAILi'f� lirZBlEf �U SAFETY PANEL WALL MOUNTINGS SCALE 3/6-1- 1 �; GEN FLORIDA BUILDING CODE Nan High Velocity HUrrlcanto Zone 0, 44167 .. = Pzom n1Q0' �' 24 GAGE GALVANIZED STEEL STORM PANEL 'or, I. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS (p...T) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 1L.Q £$ STATED`' �`' IL ECO EMc. PROTECTION PRODUCTS, U.C. gnu 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC y' >F °A` • FtORLO .• 4 T.�v E Aln• MIND S.W. 51 STREET u. aw a r A .rw.rsa A atr OWE, n. 33314 20-175 DENSITY OF 0.55 OR EQUAL Lsl'•• 1 y.• i : "$W- (w)ae-T6te. G-WW719 er FAr DXH7DN-enr7 .- WIw10 Po: 1/PAµ TIIRE/OOE wN.1p ArURRqkDLL/! Hi ]"E WANT ID O to MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL Cti INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5) A.SD. DESIGN PRESSURE RATING (P.4 e. MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW TO a PANEL LENGTH Y n. O MAX. A.S.D CESICN PRESPATTS ..r. ( P ) P BELOW APPI3CABIE t° ♦ �, OOM6INTION OF iN[Y LIA%IEIM PANEL LENCM 00 TAPDON SOLO -SET ANELMATEFEMALE TE PLU4PANELMATE 2AUK-WA M CALK-91 TAPCON SOLO -SET FEMALE D PAIEI]NlE � 2NIAC-NALJNr13' CALK-IN To it' ro 1S• U' 13' m IS' ti' To ro COMYAA7XIN OF THEM ro ro ro m m m1011[ >+53, -45 TO +75. -7S IS' tJ' 12' 13' 10' 1 0'W ,• OR TEAS +75. -75 .11q-17B6 13' b• IS' 101 /: rJ• 6/ /2• tY 61 Y / 71 /2' 512AtYI /IY OR IL45 ,1' 13• 13• IS' 1J' 13• 13' tY ,]• 10• t (e0TT0w) 13•6 I/z' 13' 13' 13• f I3' 9•10• 7 1/2 e• t (BOTTOM) 13' 11' 13, 13• r13 13' 13' 13' 13' 12' 13- 10' 2 OOP) IS' S' 13• 10 1/2 tY 9 t/2• U' 6 1/2' 7 1/2' S 1/Ta t/2. 2 (TOP) 13' 11' 1]' 1J' 13' t]' tY ,]' 12' 13' to' 2 (BOTTOM) 13• r 13• 13' lY 9 1/Y 13' 9 t/I 10 ,n 7 1/26 1/2' 2 (BOTTOM13• it' 13• 13• 13' 13' 13' tY 12' 13' to' 3 (TOR) tY r 13•13• ,3.9 1/2• I3' 9 t/2' 10 1/2. 7 1/2 r 3 (TIN)12 1/2 I2 1/t 6 1/4. 12 1/2 12 1/2 - - 6 1/4- 6 1/4• 3 (BOTTOM) - - 2 1/2 12 1/2 5 t/4• 6 t/{ 2 1/2 6 1/1 - - 6 1/4• 3 (BOTTOM) B• 4 1/2- 4 (TOP) 7' 3' - B' 5 1/2` 7' 3 1/2' 0' t' 4 1/2' 3• 6 1/Y -r 2 1/2. 4 (TOP) - --_ d' - e' _ - B• B• e• _ B• _ 4 (9ort°M) - e• - 6 1/2- _ - 0 - _ e� _ 5 1/2- - - 4 (8°Rd ) _g•_ -- t]' 13' 13' 13' _ 13' 13- Is' 13, 12' 13' to' S (TOP) lr 6 IT 13• 13- U• 9• _ 73' U' _it' n' I]' 13' U' 1T tY t]' U' 12' 1]' 10' b (BOTTOM) IY Y 13' 13' 9 1/2' 1J' 9 1/2' 10 1/2 7 1/2' IY 6' 9 (BOTTOM) 13' 11• 13' 13' 13• 13- ,3' 130 130 t2• ,3' to 6 Imp) 13 5' _U' 13• t0 1/2 t]' 0 7/2' 13' 6 7/2- 7 1/2' S 1/2' 4 1/2' 6 (!OP) - 6 1/4" 9 1/4' 8 1/{' 6 1/4- _ _ _ _ 6 t/.' 6 1/{- 6 (BOTT ••) _ _ - 6 t/4• 6 1/4- 6 1/4• 6 1/4- 6 1/4• 6 1/4• - - _73' 6 1/4• 6 1/4' 9 (loan •) 1J• 7 1/Y 13, 1]' 13, f0' 13' /0' it' a' 13' 6 1/2 1 OP >5'-6• TO a-0• 11• 5• 13• 10 1/2' 13' 6 1/2' 13• 6 1/2' 7 1/2' S 1/2• Ir 4 1/2' 1 (TOP) >6-6- TO 7-5' 13- 7 1/2- 13• 13- 13- 10 1/2 13- 10 IJ2 11 1/2• e• 13- r I (BOTTOM) 13' 6 1/2' 13' tY 13• 9• lY S. 10- 7 1/2' lY 6' 1 (BOTTOM) 13• 7 1/2• 1J• 13' ICI' 13• to' it, 8• 1]• 6 1/2' 2 (TOP) ,3• 5- 13- t0 1/2 1J• 6 1/2• 1Y 6 1/2' 7 1/2• 5 1/2' ,3• 4 1/2' 2 (TOP) I3' 7 1/2• it 13• ,J• § 10 1/2 ,3' f0 1/2 11 1/2' 8' 13• r 2 (B01TOM) I]' 7• U' tY 130 9 1/2' 13' 9 1/2. 10 1/ 7 1/2' 13• 6 7/2. 2 (BOTTOM) 13• 7 1/2- 13- 13- 13• 10 1/2 t3• 10 IJ2 11 1/2- 8• I3• 7• 3 (TOP) 13' r 13" 13' 13• 9 1/2• 13' 9 1/2' 0 1/2 7 1/2• 13' a• J (TOP) - - 12 1/2 12 1/2 6 ,/A' 6 t/C 12 1/2 6 1/4' - - 6 1/4' 6 1/+' S (BOTTOM) - - 2 1/Y 12 1/2 6 1/4' 6 1/4' 12 1/Y 6 1/4' - - 6 1/4' 6 t/M' J (BOTTOM) 7 1/2' 3 1/2- 6- r 7 t/Y a' e' A t/2• 5' J 1/2• r Y 4 (TOP) 7• 3' 8' S 1/2' 7' 3 1/2' 5' 4' 4 1/2' ]' 6 1/2' 2 1/2' {(TOP) e' - B• - e - e' - 5• - e - 4 (BOTTOM) e 6 1/T' - S - a• - 5 1/2- - Y - 4 (BORONN) 13' ) 1/2' 1]' t3' 1J' 10 1/2' IS' 10 1/2 11 1 /2 d' 1J' Y 6 (TOP) ,3• 6 1 /2 ,3 13' 13' 9- 1J' 9' 10' 7 1 ' /2B' 13* S W R ) IJ' 7 t/2' 13' tJ't/2 /]' 10 1/2 ,1 1/2• d• IJ' r S (aoTiou) t3' Y 1J' 73' t]' 9 1/2' 13' 9 1/T- 10 tJ2- 7 1/2' 1J' 6' S (BOTTOM) I!' 7 1/2- 17• 1J- 13' 10 1/2 13' 10 t/2 ,1 1/2 Y 13- Y 5 (TGP) U' S' 1J• t]' 6 1/T- 13' 6 ,/2' 7 1/2• 5 1/2• 13- + 1/2. 6 (TOP) 6 1/4- 6 1/f' 6 1/4' 6 1/4' 5 1/4' 6 1/1' 6 (BOTT,••) 6 t/.' 6 1/4' 6 1/.• 6 1/{' 6 t/4• 6 1/4• a (eoTT.••) SEE BMW 11 FOR AMHOLS TYPE A SPACING FOR ,N6TA OY OS M WON M M IRE06O6. • Wa1W Awam SPALw10S AND wNRNN, EDGE 06TNlQ AR INDICATED ON INS SCHNCTAAE. MR E.D. LEM THAN INDICATED ON SCHEDULE REARS AK]" SPACOOG IN MLTPLYING SPACING SPAWN CN SCHEDULE IN THE FOLLOWING FACTDIQ FOR IRS OPO,AI ON TO E POSSIBLE REDUCED SPACING MOM USBO FACTOR SHAL NOT E LETS THAN W SPICING ARMORED FOR EACH ANCHOR TYPE ON THIS SCHEDULE /.1_ 1/41. 114-. 1/4•. ,,.1 1/4-. ANCHOR TYPE 1MaON tOND-!1 PN� AO&JIMii 2AMO• CWK-IN LVO M ANCHOR SPACING INN) 3 a ] a 2 ,/r 1 t/2 MMMAIMN6! P•) ] ]try• Y a ] ,n' ] OETANO RD.) Emt a a t/1• 3 ,/]• a LIP ] I/S• ADRIAL BDOE mBBPITL FACTOR 11/1• _- 0.35 - - - - - ' ] tR -1 o.SO _. _ _ - _ _ _ OJO �'0.� - LOt1- - $PACIN(S OEILY VALID WHEN SPACER IS USED. SEE T i1 FOR MAX. AGO. DESIGN L.O k MAX. PANEL LENGTHS WHEN SPACER IS USED. 1/4.6 TAPCON_--.-ODSiMGEPOURED ANCHOR O 9' O.C. iX)NC OR ' 0.UlK REOUMED. M REOI 1/Y 1/4• E D • II R UTS GLASS . J, u n n II II p 1- Min. R--SEPARATON-- 9 TO GLASS. If A.S.D. DESIGN LOAD MAIMIUM PANEL LE NIGTH 40 PSF OR LESS > 40 PSF TO 50 PSF 6'-2` > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLD SET ANCHORS k W/ SPACER AT 12 1/2. O.C. FLORIDA BUILDING CODE (Non High Velocity Hurricane INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-I TMCON._-,.EXISTING POURED 1/4•0 TAP)ON_ pLRTRIG POURED 1/4-0 TAPCON_ _ .. .. _ 1B5BNG POURED ANCHOR O 9. O.C. CONCRETE OR ANCHOR O 9' O.E CONCRETE OR ANCHOR O 9 DC. OR CONCRETE BLOCK Z CONCRETE BLOCK CONCRETE BLOCK REQUIRED. REOUIREO. REQUIRED. 4) j 0 G 1/2' ft/a' IJ2'1/4 MAX. LWt L0.* j j ) EC- / 1 E.D.• // I 1 /4•f 2a1' DUSTS j(IJ n :i aR W CRASS 4 3 A. I n tl I i MO._ R. PANEL LENGTH It . (SEE ELEVATION 1 ON SHEET 12) G 1 Eat D• // I E.D.• %� I 1 e a ,? - I • a ,/r OC 314* s _ 1/4'0 TAPCON 1/4'6 TAPCON ANCHOR a 9' O.C. ANCHOR O 9' O.C. EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR ..CONCRETE BLOCK REQUIRED. -CONCRETE BLOCK REQUIRED. SECTION R-tA e REGULAR PANELS 0 U PANEL WALL MOUNTINGS SCALE 3/a-1- 'L• MAX. NEL LENGTH E ELEVATION 1 SHEET 12) /4 IT T (!�It O/LSS I f I it 11 It p--SEPNUTION D TO GLASS. E.O.• t a � ,• CLSTTByASS,B� STI F A fU B 0 oaR Ynion. ) Y A tl 1 L' MAX Y PANEL LENGTH I - (SEE ELEVATION p ON SHEET 12) n H R O q - ® L/2_7 E.D.• I 1' Min. I t PARATION-- I ) GLASS. I I t/4q-ZONE• s.3 eMR r A A 1 ' N L• MAX i 5' PANEL LENGTH I(SEE ELEVATION f 1 -ON SHEET 12) I O / I I / I 6' i 1 1 is I EQ(-; EO 1 _'LL I MS EGr EO 1 _ Iq PALS 0 12 /�..._ 1/1.9 TAPCON I/4'9 TAPCON AN04OR O 9. O.C. ANCHOR O D• O.C. EXISTING POURED CONCRETE OR R EXISTING POURED CONCRETE O _ CONCRETE BLOCK RIZOUNED. 0 REGULAR PANELS O _ _ 1dN R CONCRETE BLOCK RETIRED. u LsMA -MANEL WALL MOUNTINGS NtrHNNA4 SCALE 3/8-1- CODE (Non Mah Velocity Hurricane INSTALLATION DETAILS FOR UFE SAFETY PANEL in INTO WOOD STRUCTURES 1' HOOD HEADER HEADER _ _ H _WOOD OLNRED Td01/1REED D ,i _114'9 TAPCON - M4.9 TAPCON ANCHOR O 9' O.C. ' ANCFOR O 9' O.C. �1 � 1 '� 4) ) ) 1/2- ,1/4• 1/Y 1/4. MAX._ 2• Mrin. 1 I I � I 1 O N t tl EXK11Tl{}j 1 t,4•.-tat• 1F :.="_;! A,I. r GLASS p .'1 �q R w P I :- - ltE wM RVRi E SSG-_" I N 1 ,DGI. OAK 7n O t ' II 1 IT I 'L* MAX. O L_- ._ L' MAX. IL _ .__ _ _. 1 - -_ 6' 11 I 1 PANEL LENGTH _ PANEL LENGTH (SEE ELEVATION (SEE ELEVATION 'T ON SHEET 12) In I 1 ON SHEET 12) I n I N ---SEO'WiT ON- n 1 Min. GLASS. O Cl) IfTO il---sEPARAnoH - 1 u , 11 G1A55. I ' 1 e. EO / N I 00L/r Ot EQ. _ I e t2 Ur DC I I I EO EO E- -. --- E 2-.. WOOD �'- 2'.4' WOOD 1 PLATEi� PLATE REOU,RED 1/4 It PANELWIIE PLUS REQUIRE° 1/4'9 PANELAMTE PLUS - -ANCHOR O 12 1/2' O.C. ANCHOR O 12 1/2. O.C. ALTERNATIVE R-3AW ALTERNATIVE R-38W O REGULAR PANELS O UR SAFETY PANEL ................. WALL MOUNTINGS SCALE 3/8-1• !�'.`r. '', ✓.gi ' 0.44187 x FLORIOA BUILDING CODE (Non High Velocity Hurricone Zone # }T alt92o nRco, eNt r.P. 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. i STATE OF_ -:0: 24 GAGE GALVANIZED STEEL STORM PANEL aRrIN er: DESIGN PRESSURE RATINGS (p.s.I) AND PANEL �a D'• ROR �•`- 0r�'�010 LENGTHS AS PER ELEVATION ON SHEET 12 F ---" IL E C O IN. GLOBAL PROTECTION PRoouCn• �• GONE 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .ry S/ORAL �•W /�-,�2v Tula • COMPANY 4°°° €r' nt ffMIIt ]rw a r >A I.MWrA .4e.a w D,N. ONE. n. 33314 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC PNNNNwA1•`3 / ( ... awM-wF _ LMR ­1 P.Kwc (wNwe-New, rxc (N471N-am 20-175 DENSITY OF 0.55 OR EQUAL- a-000671e CNIENC r Pl. WAJ91O rJW/aATC eALTR A 1WiR A.. PE OIQT t9 O to c C/) N -Cu O� .4_. U N !` U C: .� cv U -0 N n- U C 'i C 1� N cv O O -+--• �� O CQ > E O N -6-0L � O - L .� .� ,,�^^ vJ Ia L Q Qom: i t I C4 t j iC C -L CL L7 a �I J (ig Gh R L 'L ._ = C c0 n O (D � U F ¢� 0Uj U) 4­J _C O 0_ CD C 1� BIT VJ co W LU = Q Z 4Z Q J d SHEET NO. SH 1.4, IT 1, I ITL EZl/18, EZi W/18 ANCHORS ---(� SECTION EZI & ALTERNATIVE EZiw ON SHEET 1B) -.-3 Ai4z.L- -3- M.. -_ ,- (SEE NOTE 2) ..L'w� 09 (SEE MORE 2) O ENO �dl _3/16-0 ALUMMNUM OF _ '_POP RIVET * LAST PANELQ TO BE IWAL.LED AT EACH OPENING SHALL ALWAYS 8F v. ____ 1/2' d o ( OO -i - PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED I E I I TO BE INSTALLED FROM INSIDE OF STRUCTURE. AT 2 PER PANEL r..I_.__Y.._-r.-.r-r-r_,_..__.._..j._sl._i .t..( _i. So. •L. (1). DEFINITION OF SEMES 2000: E-Z HANG STORM PANEL SYSTEM I i I (END PANEL) T ! (INTERIOR PANEL) (INTERIOR PANEL) (INTERIOR PANEL) ( (END PANEL)No CONSISTING OF PANEL + Conl- TRACKS TOP k BOTTOM. SEE NOTES 2. J, 4 I i I I ! II 4 _ Ifl 1 SFE NOTES 2. 3, (2). ENO PANELS SHALL A:.w BE CONNECTED TO BOTTOM TRACK I 1 ! 4 OTHERWISE A STOP BAR $HALL 8E PROVIDED AT TOP Of SUCH °1KEL LEhGM PANELS, C� I i1741., o ♦/- 40.0 P.z,r - � (3). IF END PANELS ARE CONNECTED TO BOttfXt TRACK, CONNECTION I .I $HALL CONSIST OF 1/4'e-20R3/4' M.S. W/ 7/B"eX3/32" WING i ' I I I r-BOLTED PAP&.L5 W/ t/4s-10z,- + NUT OR 1/4"ez3/4" Min. THUMBSCREW INTO TAPPED BOTTOM E I AT EITHER OF TWO u OVERLAP TRACK. LOCATION OF FASTENERS 'PANEL. i I I E I 11 (SEE SECTION A°PLKABLE) EXTERIOR FLAT :LANGES OF END PANEL. I.. L .i ___1 _I_1-� 1 L .- - L.I:. ,._, 1 I. _�_. l__L_.,I. I C �. I :_I ��(aD. IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM r.., _T _.T_ TRACK (i.e. A STOF BAR IS ONLY USED AT TOP) AT LEAST TWO T Y I SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CQlINECTION OF .�al PANELS SHALL O CONNECTED TO BOTTOM TRACK USiNGCONNECTION TT-fT i1TirT i 111 111 111 III II' iii ill A JJ_LLJJ_LLJJILLJJ_L� 1JJLLJ1c LJJIILJJ_LLJJ1 +1JJ_L1JJJ - _1 PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. B . o ..7 ° 3' SEE NOTE 4 I- Min SEE Y•flW/A'1 SEE t' uln t INSTALLATIONS ONLY VALID FOR WIND NOTE 3 SPEED UP TO 170 m.p.n. NOTE 3 ANCHORS ---'-`(SEE SECTION EZt h ALTERNATRi EI1W ON SHEET ta). EZ 1 /18, EZ1 W/I8 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL D SYSTEM (t) SCALE: 3/32"=l" 1 /4• MQz. G+P 2.6a7'(LMt OVERLAP SWIOIE VNyLY} / 1/4' MAX. GAP SECTION A -A SCALE.: 3/32'=1 "�.ts -TytiP; •'" EN 9 : FLORIDA BUILDING CODE Non High Voloelty Hurricane Zone '. 4416T •: z a2o'0 nmD& 24 GAGE GALVANIZED STEEL STORM PANEL ter' S N; , * P i -o`•. STATE 0�'-- -.IL COIMc. GLOBAL PROTECTION PRODUCTS, LLC. TLLn R C AMY +ew SR. 61 SIIEEI 90' F(OR101' x:.4", a� xerru waoeL Ns+,w DawE. Pt. sD.T+. e» 20-175 .• GYF,A.. ...+, prol (men v, P,wu: tas.)6E°-T54t rAR� .E. y �V • • • • • • A rA-mmTle 4ww+., 4wRr.w QAMWIG MA. Pp 1LIEJ61, 1W4T[R A. TALK IIIlllllltllll M1 ex[n 1l 9F to ENGINEERING ENGINEERING EXPRE1396 PRODUCT EVALUATION REPORT September1S,2020 n Number. 1 - R2 Application 171i89. EX Project Number. 20.31543 Product Manufacturer: Ad American Starters and Glass Manufacturer Address: 1540 Donna Road West Pskn Beach. FL 33409 Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Floi Building Commission) Rule Chapter 61G2D-3.00S, FA.C., for statewide acceptance per Method 1(d). The product noted above has been testedand/or evaluatedas summarized herein to show Arica with the Florida BuddingCode Seventh Edition (2022and is, for the purpose intended, at least equivalent to that required by the Code. 1 required following rtment Florida Build{ Code modifications or Re-evaluation of tf� product shall be equ4 9 pe IIg revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX drawing #20-31643 Dded'24gs Galvanized Steel Storm Panels (HVHZ d Non-HVHZ)', shoots 1-5. prepared by Engineering Express, sighed 8 sealed by Frank Bennardo. P.E. is an integral part of this Evaluation Report. • TEST REPORTS REPOR TS Uniform static structural partormence has been tested in accordance with TAS 202 toot standards per test r rt T-ASG-1-041 Blackwalar Testing. Inc. e s � Ito () by Large rllssite impact resistance and cyclic loading performance has been tested in accordance With TAS 201 and TAS 203 test standards per test report(s) #BT-ASG-17-001 by Blackweler Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculation have been prepared which evaluate the product based on cortperative and/or rational analysis to qualil the following design criteria: 1, Maximum Allowable Spars 2. Minimum Allowable Spars 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12r" Avemue SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (9S4 ) 354-0660 1(866) 396-9999 TfAt4@ENGlNEERIRGExpRess.com ENG INEERING EXPRESS.COM J ,n F �M1I ..ET•vn-'- - 3J�1A2 . 101R MMA1 ti LION J TK " 1 FT. v7 r. HruL_a x .0 t S :.OJ 1,000' µEe0.NATE BU[LOWi NWNTRN: ENrRU6lpM5 !l WALL MDIINr 3'CTSQN xEl't HF[.LIE L ti r✓z ' J0 we ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Sheet Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glaring 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 engineering design of this product. Wind toad Resistance This product has been designed to resiNd wind bads as indicated in the span schedule(s) on the respective Product Evaluation Document (i.e. engineering drawing). installation This product shad be Installed in strict compliance with its respective Product Evaluation Document: 0.e. engineering drawing). along with all components noted BlereM. f Me material specified in that product's respective Product Evaluation Product components shad be o spa ed prod pectEv Document O.e. engineering drawing). Limitations 6 Conditions of Use: Use of this product ahall be In strict accordance with the respective Product Evaluation Document 0.s. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shad be of a material dated in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a she -specific basis by a registered professional engineer. All components whidl are perma nently Installed shall be Protected against corrosion contamiltatWn and mpon fie tly Pr 9 other such damage at all tinges. This product has been designed for use within and outside the High Vokerti Hurricane Zone CHVHZ). Respectfully, T Frank Bernardo, PE ENGINEERING ExPRESS! #PEOO45s49ICert. .Auth 9885 160 SW 12y' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM@ ENGINEERING EXPRESS.CDM ENGINEERINGEXPRess.COM iATWIMP� I FC-. D P 'u tL Fin '` x •r 1u.1 x H C[tLIK1i RODR HOUNi 9CCfiDN t3�;- j� ' ` r p t Y - tUJ'•I' { IT- it w1_. .L_ wrrnnN x.nL Lit=. rwv , .mL3uu. .PNT_ r::rl :L-+riTD •s PN , UIJE - 11 t ,0 - .. In3.AP"i� ,C. T. f IW'Yl O•J.R( " / nOOTIpIIAL TOP/BDTIDM Ol03U RE DETAIL ffg INSTALLATION DETAILS FOR INTO POURED CONCRETE. CONCRETE _ _t�X�15TC_POVPIED SERIES 2000 E-Z HANG STORE. PANEL BLOCK AND WOOD STRUCTURES �,� 11 I, / •.N 1� CONCRETE BLOCK I' 1f4•e TAPCON - ANCHOR ! 12' O.C. •--"- REQIIBtED. f/yJiJ/ -�_ -:, AD 1/4•e TAPCON T -' ,.. HEX RKM lEN _ _1 _�.. C� FROM �/f WOOD HEADER _ I REQUIREDk111 T /14R1• !�X HFID TEN �$CREIFOO}/4• FROM ANCHOR ! 12' O.C. i OF �}/4' _ _ EDGE E.D. l// I 1. 1 Ij2. - L STgsmile•R e S. 1 sE. pLB i 1 "Z( B B _4` ( 1 1/Y T a�SEPAnAT S j + 3/te-e EXG�SfiSHC4R TO CIA55, y 1- Min. /-•jl•-STDLASS I 11AONUM ALIIMINlA1 POP 1 1 RIVET 11 p Po -� RIVET I BB..-._. _ram. -D. K---�'. _ MAX. ss A00.R W n f - PANEL LENGTH i III s-]01• Y .- _ A08� TS B I _ _=I- ' _ _ F _-_- _. I PANEL LENGTH i I e I ...MAX' j B-SEPARM I TO GLASS. - O B 1• Min. ARLATHON_ X I __1/4'e-20z2' THUMBSCREW It i Sox _ 1. TO CUSS. o�' ED 1/2 , - 1/ 4`0 TAPCON ANCHOR Y 12• D.C. 1/4"e TAPCON � XC I;•i _ 2'"' WOOD .. OISTBW EPOUREO NCHOR A ! tY O.C. - CON PLATE _ CONCRETE BLOCK REQUIRED REOUBtED. WALL MOUNTING " WALL MOUNTING SECTION E21 SCALE 3/8=1- ALTERNATIVE EZ1W SCALE 3/8=1' ,1titE11111N,,,h p: Tiip lt/�✓ y�P''ytGENSF :9 = Norm, * MIN. PANEL LENGTH i. INSTALLATION ARE ONLY VALID FOR MAX. 0.5. D. DESIGN SHALL BE 2 -6' 0. 44 iP=MB IAT M ME. 's * # = k: FLORIDA BUILDING 24 GAGE CODE Non High Velocity Hu GALVANIZED STEEL STORM PANEL Icons Zone rA. ov4N n. PRESSURE RATING +/- 40.0 O.s.f. AND 8'-0' MAX PANEL LENGTH. z c._ _ - 4T/xT/Ielo ;. STATE OE- - - IL ECC TEEc. GLOBAL PROTECTION PRODUCTS, LLC. DnI. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ''y O,c: FLQpID�?2u Nl YT k COIR'AM MDD se. !t 51REri MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC ' • wF'' a.`�";': n QN) "u-IM,00ai,F oeF14w-,m S,O ,L ETA , �/ .R... ^ A"w ° n-14 333 Pnn4: (W)=MIMS. ru-: (06"Me en7 20-175 DENS" OF 0.55 OR EQUAL. y /N11M11 tUPYfMTE ePLtER A RUR JF.. PI m ,F-1a �� 4 DRMzkG �: 441 T swun 's Qr 's ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT (CONN TYP. TYPE AS REQ'D) SECTIONS OPTIOBOLTS WITH W 0 STITCH 60.T5 WITH WASHERED WINGNUTS FASTENED ! J .. OVERLAPS @ MIDSPAN (USE APPROPRIATE SPAN TABLE) V ff i O PLAN VIEYI !^ n RO.156" IN�if } / I BOTTOM MOUNT \ ( ) (CONIN TYPE AS \\ J REQ'D) RO.3 11" MAY BE AT T a BOTTOM i TYPICAL VERTICAL MOUNT ELEVATION 1 N.T.S. ELEVATION TOP MOUNT L Bx (CONN TYPE (SPAN ABOVE AS REQ'D, TRUCTION) IT� BOTTOM m W ME (CONN TYPE F[ AS REQ'D) Te©A, c E O (LOCATION MAY VARY) C51 n L TOP MOUNT (CONN TYPE AS 0.EQ'D) BOTTOM MOUNT (0)NN Ln1AX TYPE AS REQ'D) ($PAN BELOW OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL y"-20 STITCH PROVIDED THAT CDNNECTIONS AND BOLTS WITH WASHERED ANCHORS ARE USED WHICH SATISFY WING NUTS FASTENED @ SPANS ABOVE & BELOW OBSTRUCTION, OVERLAPS O MIDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 PANE GAUGE LS MINIMUM STORM PANEL SEPARATION FROM GLASS (KVH4 WIND ZONE 4 & ESSENTIAL FACILITIES) MAXIMUM - _ DESIGN PRESSURE -' ALLOWABLE I IASTALLATN)NS LESS INSTALLATIONS GREATER' -SPAN limo) TIN 30 ABOVE GRAD 1 N E PMA 30' ABOVE GRADE N BOY (�) •1'3p 130A In--�-�--_-606- �_ 2.16 +/-35 130.01. 6,06 in 2 16 i +/AD 130.011 6.06 in 2161 +/ 45 1 130.0 In --_-6,06 in ___--2. 161 -- _.I +/-50 I 130.0 )n 6.06 in 2.I61n +/-55 3176.E n B OB m 2 35 L..-� /60- _ 2I..5l3 6 6.17 i i l 36An 6.121n :PYAIV ,C,UUL hit t IVU I =I: 1. R SPAN H WITH NEGATIVE ELATE SC EDASTE DESIGN LOAM 8 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS (,r-TRACK, STUDDED ANGLE, ETC.). USE 6.25" O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'H". AND'U"-HEADERS (INCLUDING BUILD OUT CONDITIONS),. 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. 0 MAXIMUM ALLOWABLE F DESIGN PRESSURES::_: AS NOTED IN DESIGN DESIGN NOTES: I SCHEDULES POSITIVE AND NEGATIVE DESIG PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDAP�E WITH THE GOVERNING CODE. PRESSURE REQUIREMENTS AS DETERMINED IN CCORDANCE WITH ASCE 7 AND CHAPTER 16099QOF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EDESIGN PRESSURE CAPAUAI_ TO CITY VALUES LITNEGATIVE REIN FCR ANY ASSEMBLY AS SHOWN. GENERAL NOTES: 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS O F THE FLORIDA BUILDING CODE SEVENTH EDITION 2 D 002WR USE INSIDE AND OUTSIDE OF THE HVH2, PER iA5201, 202 AN3 TfSi PROTOCOLS, AND SHALL INVESTIGATE AND CONFORM TD ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL SITE -SPECIFIC SEALED ENGINEERING. 2. NO 33-1jr4 INCREASE IN ALLOWASLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN 19 USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPP00.TRIG SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 4. SeFARATE'SITE•SPECIFIC'SEALEO ENGINEERIN G SMALL Be REEOO U2"0.1, ORDER TO DEVIATE FROM LOADS DEFLECTION OR SPANS CONTAWED HEREIN. CONTACTTHIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS MAY He REQU]REO. s. THE sYSTEM DETAILED HEREIN IS GENERIC AND DOM NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONOrTIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FDA USE IN COMONOTION IYITH THIS DOCUMENT. 6, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR, 7. ALLFASTENDLS TO aE V 1 OR GREATER SAE GRADES UNLESS NOTED OTHERWISE, FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE CORROSION-RESLSTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR ALUMINUM an UCTURES" SECTION 1.3 BY THE ALUMINUM ASSOCIATION. INC., & ANY APPLICABLE FEDERAL, STATE, ANWOR LOCAL CODES. B. ALL STORM PANELS SMALL BE 24GA STEEL. NOD24". e. STORM PANELS SMALL CONFORM TO ASQ TM A653 STRUCTURALQUALITY STEEL. M6, GALVANMO COATING WITH A MINIMUM Fy-4&1 KSL la ALL ALUMINUM EXTRUSIONS SHALL BE6063-T6 ALUMINUM ALLOY, UNLESS NOTEO OTHERWSE. 11. TOP N BOTTOM DETAILS SMOSVN MAY BE INTERCHANGED AS FIELD CONDITIO NSDICTATL PANELS MAYBE MOUNTED VERTICALLY OR HORRONTALLY AS APPLICABLE. 12.CONCRETEANCHORSNOTEDHEREINSHALLBEEMBEDDEOTO NON -CRACKED CONCRETE ONLY. I STALL AULCONCRETE ANCHORS PER KANUFACTUREWS RECOMMENDATIONS. 33. THE CONTRACTOR 19 RESPONSIBLE TO INSULATE OR PROTECT ALL HE SEAS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, 1C ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY, USE OFTMt5 SPECIFICATION BY CONTRACTOR et. at INDEMNIFIES S SAVES HARMLESS THIS ENGINEER FOR ALL COST& DAMAGES INCLUDING LEGAL FEES B APPELLATE FEES REIOLT114G FROM MATERIAL FABRICATION SYSTEM ERECTION ,& CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CAL� LED FOR BY LOCAL, STATE, & FEDERAL COOLS B FROM DEVIATIONS OF THIS PLAN. I& EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONALCERTIFICATIONS OR AFFIRMATIONS ARE INTENDED 16. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TOTMIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION, 17. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL PER EVERY 3.0 FEET, CONTAINING THE FOLLOWING INFORMATION: ALL AMERICAN SHUTTERS AND GLASS WEST PALM BEACH, FL TAS 201, TAS 202 &TAS 203 FLORIDA PROD T APFROVAL NUMBER VISIT ECALC.10I31643 $f MaT BtatliEBiN°EXPRB68 GDwBTOPE eoRAuxrDr+u Pure. I�oKra a RC►,RJtcIW MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT - i a 7yLO Np�I A is 11 f �r �3 � H..", 0" 4' 23' i2'1 2r G• 24" 27 ZT Bwd.0 L•H.aew 0' 0' 0" 27 24- 2r 2r Cr 2C 23' 2S" 215 a •U" etwMMr lP 0° 0" Zr 24' 25" 2r 21 O' 21 27 26" h B4 ShA 23' 23 23' it' 30" 31" IV 3T 23" W 11" 33" g aVikbut'P T.k 2r 2r 2r 37 49' SP 3S" 4a' 24' 4W 30- 53' "F Hec.k 25' 29 37 W Sr W SO" 25" W 31• BS" � 9NK! aU MwKN 22' 27' 2r 1T' 29" W 11' 2Y 2r 2e' 11' 3r D,.d MouN 2r 24` Zr 30' 4a' W 2r S" 2r 48' 30' Sr o 'U. H.4tlw P O' a' 2 4" 26 M Cr 24' 27 26' m 'C T q 24" 2 4" 24' 3U" 48" 50" %' oe° 24" 4B^ W 53" aWtl pMAINR 23' 23" 2T 11" W 31' 11' W 11' Mr'C'.r4ck 28" 2R" 29' 33" B0' 55' at" NrSr 33' 5r I CDNQITIQMS AT TOP' Orl BOTrOMN'PANEI L£.Gn1E tE56 •+r-W TIYJSF MOT£P INTIABLE ABOVE ARE ND! Acu-meBLO NO SEFARAnON FADE GLASS IS R IRED WHEN PAN. IENGT. t5 GkEATEW T.AN Tw1r NOTED PQR RE6PECTIVE FIfWPE5 E uIRED nD. AeD U. 510E CLOSURES REQUIRED FW1 ALL`n L RT iAED M TAIAE ABOVE, WMEAE StOe QO6URE6 APE N01' f� USED WITH BVILOOUT MOUNTING BCNU ! {RED SFVAAATIQN AND 2 GLASS sHAIL OF " D PANE .. TABLE AF9LIFi ro 11 15 22RA (w,T10 WIC smGl BDlrs) MID Illy PAN£Is B BDr^ wrTN aUYu fASieAE - SOP 4.25'O.0 Z S. PANEIPM SPAN 36' MIMMUM USING ONE (t) Dr T.E OPn -TOP OR B01 .1 CLOSURES PEP �• oPewNG yPER DeTUL x) "s1NG A.r waVwnNG cxwmnw ---wN IN THESE I7vAw1MG4. /L1 OPTIONAL INTERIOR FASTENING DETAIL N.T.S. LI1.LU D aP�}•,L7 �. QQ£j d `-• ,7, Z r K� e LAST PANEI. INSTALLED FROM INTERIOR ADUAOTNT LU g C Q OL A- 2'z L' Ss. SIQEWALR IA MOLE .ACMN SCTMRU REW X" et ON INSIDE FKEASHERED Yet— Q g 7�t1 R''2P F L.-NE SCREW wowl wASHEaeD �9 � �' � I1 trPc.uT o 12X- o.c. 70 1CONNECR sonoM MOUNT ERr4us1Q. ro AouaNr �.B � � a ��Ilt & �1i z Pa.ell (d F LJL t ry cl orvN TYPE As a p QQ fiaYR 4 0� 4 1 I REQ'O1 EHeEot"LB:m�� � S R 33 CON. TYPE AS REQ'. 1. (E..B ANCHORS AT 1 WrRaRFRNntIBNYOPK i Qr E.Ist.c COM7M sPAaNC OF.AAF Y" IWLLOW WOCMOR VALUE GTYFN IM ANCNpI WOOD F4AMIHG -MG TABLE. 41.. PAN. AD__ TO EGRESS PM¢L! 20-31543 M OPTIONAL EGRESS PANEL DETAIL 75 INTERIOR FASTENING A RARDDONES j•2.260" 094'-0.0060" 2. Z50" L4 2 250`. #. --0 09.4" c 0.750" z'a+ LA4' oc. r-0.629" z ! 0.094" S.� V F .125' O.t2s" c C N Q to �$ Q .094".120' .094 TYP 1� TYP �-O.3 0� �4�.06�-.l 1.9301.930" 0• -�.-D.062 -375ij 062" �0.135.2.�° 2.000".30" .- 2•�„ -H 2.020" 250" -'I 2.OD0" I- iYP. W UI £ 4AZI- 1.1�" u •H' 4EMEA 3 "If DER F�aURO-OUr V' rEADER qa' L!'i,MAN CLI%uRE n� Lr <t 6 ' 1.51 1.560"� �11.560" 1 510" 3.380'6t54•AX. ,31 "55. D,376' 0.31355"22„ 855" 0.19 OD4fi 55" 0 376"• D 65S p 350^ 1.007- Ra':�33" ,'` 31N i D.179"� � 0.190°D.zso° I2.SIX7" PANEL COYERAGF �-- � �-- "' U SBq^150' 1u4.8�M75 "�OPANpEEALNaELILENe "1+. 7Tf.OD'x+�1ryFRtirDH 00.,2S1q55"' -0�700' �r ., `DBI AD 0.T0.OS0" RD5305" '1"TYPTYP. V -P. 0.090 6.957" a1L0OUT "P' TAACK ^ � ��C�IRA" W WNpeJT � e " � � ��P� r 0.11, N'»'..F<`�•+J: "x' 0. t90"-•1 ¢-�rV'655" C3 N Z x. r- rtp F g w LEG IN IYyI d _--_� DIRLCTION t Ir-3.OD0"D.125' t_ REVERSED VT .`...L25 7yp' {y a ANGLE - 1RACI( (E%IENOFDI n L7 K Z < 1ADD" `"v5'i-�ia;�=v ,[ o nP. x g S"• > OVERLAP 4" MAX ('1 CORNER CLOSURE DETAIL L //-.2S" MAX. + 0.169" -,25"MAN. y } MAX.:rfT- LU BUILD -OUT Ili Be IrIN r nrlA I DISTANCE .JJ r - LOW J Q y C .A .. EMBED " - S OVERLAP nIF 'olio, 3.820" Y I a 25" MAX. �. qq qq g H T.3. I.SDO° -n MIN. T xs 4PL'. 2 _3 V ♦t SIliC � 1.500" + . _.• tic I 4 eU L r-4'MAX. I MIN.- 0p� y •^iLyCDRFJE0.CLD3lMF MAIL BED' /ITND11HT CLOSUPE DETA& n--r c:T..:r qp �sI C� RpR HT. S. ANCHOR SPACING SCHEDULE: 24GAUGE PANELS; PANELFASTENERS O 12.5° O.C. - jErflWmfflNMfflNffl ®MEN ®�®mlsmm® M �MMMMEMNMEIMR - t®63�tiSY®�E��t��R•>� • 'E.M• i c 1 r 1 NS/ / J J/ / r„ R / / / .l� j? / /Ram;,1 /r//ice / �/% NOS//f / cm UNW/MW �m Mom ,,, ® ' '®®�®' ��® • '®- in ® 11113111�11�®�®�� �Mill mlm®mm� 1�111 EM ®E®�mEl®®��® NMN 3/4- MGI! DISTANCE 33 11 p1.,P,In,1P1PL1,n • t ®�®®t�Il�tWi�2i mum ANCHOR ANCHOR NOTES: L. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, E BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXI MU ALLOWABLE A M OWAB SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SMALL APPLY. 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING THE EXISTING STRUC TURE MATERIA &ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHUTTER SPAN.SELECI CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3, "PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WrrH ALL MOUNTING EXTRUSIONS ("r-TRACK, STUDDED ANGLE, ETC.). USE 6.2S" O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL "H"- AND "U'-HEADERS (INCLUDING SUILDOUT CONDITIONS). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. HOLLOW BLOCK MOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. & MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7. MINIMUM EMBEOIK ENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICX, AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. a. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY, 9, WHERE EXISTING STRUCTURE IS WOOD FRAMING EXISTING ONDITI C MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT M NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUD (r/y" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHALL BE "SOUTHERN PINE" G-O.SS ORGREATE R DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEED. It. REMOVABLE ANCHORS ARE: DEVIALT PANELMATE ALL -POINTS 5OLID-SET & e A 55 BUSHING. 12- MACHINE SCREWS SHALL HAVE 112"MEMIMUM ENGAGEMENT OF THREADS 1NIT0 THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. ", 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15. * DIRECT MOLL NTING CONDITIONS. 15, LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. 01 9 N C) 1L s= O C .� cu U -0 �- u) O VJ O C L_ CL O ^^'' W CU O LL =J O L !E cu/u) y� .= 2/�� �/ VJ CX Z Z W J i q" N Y C1) a 7 CL N i� _ I +�10• Gig Lj) � .� ..yam•• L > > 0 - W Cn (D /W _+__0 U) `J I O CL U CIO O CC W LU Q Z Q J CL SHEET NO. SH 1.5 fir