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HomeMy WebLinkAbout6818 Back Forty Lpi a AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLWorBLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm, Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dis. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) OW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KNIIALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS, Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN orThik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WOW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS 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 REV. 06.23.22 2074 IUI INDEX OF DRAWINGS I SHEET DESCRIPTION SHEET No. CS COVER SHEET 1,1 FIRST FLOOR PLAN 1,2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 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. Cn c.Q c�a 00 0 J W 0- b W a� A C C.� N N G R3 d -CC C-4 Y _y u Q 3 3 � 0J u os c o T •ate o N u � ..•+ o N �1 N 2 Q r r Woov II)b •; y .�` O To the best of the Engineers knowledge, information and belief, the structural plans and specdicabons 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 11- o 'S g T 07 C NLo Oro 4 I W ccLLLL I o c Z Co a � yy - Nm 0 W �0 �cp0) W m Lq MZ d Z W ❑❑ z � z z J a U) V) 4-4 N M '�'C• O g t/1 c d r-- U Q Q1 JZ t+3 J o E Z a -J 0 w ¢ 0 E Q cg �V wZ Z mo G gUxU zLL ZE5 S Cl)N •�J O < YQ 2 ZZV $az W a W tiLL =3 � ZIK VU 0 c M rn B m 0 IL. r :3 o LO p' o N U) J N O Ln 0 U- I� t° N m 0) N O r Q 6,� N CD C - r o Z Z E O c c a ¢ o JOB NO: 23-00507 SCALE : AS NOTED SHEET NO. C S �Itttttttttr�ys/y.lJli�:�. ii�_= ,.ud, e� a a KITCHEN �r� KITCHEN 0. BATH BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = 1'-0" 0 r 4 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 42" H UPPER CABINETS BELOW CABINETS 36"CA H UPPER CABINETS MIRROR CA-�. SHWR. SHWR. DOUBLE 30" H UPPER CURTAIN HEAD RODS 16" FOR LINEN CABINETS VARIES RODZ SINGLE 12" FOR PANTRY OVERHANGS THAT - 24" TOWEL BAR d REQUIREEXCEEDTOWEL BAR IN SUPPORT w ON WALL ABOVE ROD / TUB OR SHWR. w BRACKET 36" H BASE TOILET / TOWEL BAR a FINISHED CABINETS - ON BATHROOM WALL z COUNTER TOP SHWR. • O H BASE CA CABIN60 MEDICIET 60 1VALVES = CABINETS - Ij TOILET q SOAP `P LL ;N PAPER iO DISH _J 'P I HOLDER L) a0 1 2" O Z �7d � FRAMING - ILL 7TUB BOARDP N BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING -^-vISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS. SCALE: 1/4"= V-0" 1'-4"X1'-4" -L" SHAPE CMU COLUMN TYP. @ 2 STORY.SEE JJ/S6 @ STEMWALL z LO O r <D to 1'-4"X1'-4" "L" J SHAPE CMU COLUMN 9-r_nrr 13'-0" 12'-0" ot 1'-4" 11'-8rr 3r_9" 8r_3" EAD HB O 35-SH ■----------------------- LANAI NOOK 8'-0" FLAT CLG. AFF 8'-8" FLAT CLG`.,` TILE b 12-4 r.. o. I I it N f; I r I �f• I I I, a rn E�zFAMILY I_ c ■ 8'-8" FLAT CLG. ( o I ■ CARPET I pl __J r 41 - - -2`-2" _, _ 2'411" 1TCHE _ n `'' 8'-8" FLAT CLG. 2468 N TILE O' CVJIL S FLOOR G.T. - - - - - ---------- --- _ _ _ -REF - ----- - 16 F-71" 14 13 DINING (3) 2x4 #2 SPF 12 STUDS w/ (3) 16d GG , 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET co S3 is TYP 10 42" H 1/2 WALL T-21" 4.2 g OR RAILING PER SPECS 2 8 FLOOR G.T. 7 (3) 2x4 #2 SPF 6 STUDS w/ (3) 16d NAILS @ BASE o: P p I M J t'-11 2 3 5 io PW D R 4068 ARCH GG (3) 2x4 #2 SPF 8'-8" FLAT CLG. 6 33 W. STUDS w/ HTT16, TILE ■ AT BASE TP FOYER PE NK- CIS LAUNE,. '` 8'-8' FLAT CLG. - �, Q 8'-8" FLAT CLG.la TILE I Ili I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 S4 TILE O 13 6''4n .... -. 4r_0T-2$a" r W.H. 0" 1 T-10" N EDGE OF SLAB 2" BUILDER TO -� - BEYOND WALL D1 PROVIDE APPLIANCE PROTECTION WHEN I 00 NOTE: FINISHED WALLS REQUIRED PER FBC M TO BE FLUSH. FIELD 1- VERIFY. G_T. -- ---- - - - - - - - - - - - - - - - - - 8'-8" CLG. A.F.F. __----------- - - - - - - - - - - - - - I - , „ 8-0 CLG. A.F.F. - J ENTRY _____ oZ 8'-0" FLAT CLG. AF 1 a. ------ GARAGE IATTIC4�~ I �j 8 8'-0" CLG. A.F.F. _:==i LAic�ss- _ _J 0 OD UJI w N TYP. @ SINGLE > W 1��" 4'4" STORY (SEE AA/S3 FOR STEM OPT.) S3 I--------------- I I I ----------------- I I I I I I I I K I I I I I TYP. @ S4 I I O GARAGE ---------------- I I - - 16070 OVERHEAD DOOR 1 r 8rr 16-0" 1 r_8rr 5'-8" 19'-4" 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. HB HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 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" OA +29.7 / -32.2 © +29.7 / -39.7 QC +28.3 / -30.8 +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 GC� SEE SN SHEET aSEE SN SHEET 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20 X 38 J 1812 X 371 S.H. 14 20 X 501 18 2 X 50 S.H. 15 20 X 63 18 2 X 621 S.H. 16 20X72 182X712 S.H. 1H2 271/4X26 26X252 S.H. 11­13 271/4X38 26x371 S.H. 1 H4 27 a X 50 1 26 x 50 S.H. 1H5 271X63 26X621/2 S.H. 1 H6 2714 X 72 26 X 71 112 S.H. 22 37 J X 26 36 2 X 25 1/2 S.H. 23 37 J X 38 J 36 2 X 37 3/4 S.H. 24 37 J X 501 36 2 X 50 S.H. 25 37 J X 63 36 2 X 62 1/2 S.H. 26 37 J X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 251 S.H. 33 54 X 38 s 52 2 X 37 1 S.H. 34 54 X 501 52 2 X 50 S.H. 35 54 X 63 52 2 X 621 S.H. 36 54 X 72 52 2 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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. EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - ELEV-A SCALE: A4'=V-0" qID r ' ' CO 4�..Cn .r �LA-CL_ M A O 'N y N l0 6 jC d E s c a+ o >✓ d Z d s u CJ N E CJ ca. rl';ttil6fFltPt� �� U 1 ^ � _J: CF ;. <i �`j To the best of the Engineers knowledge, Infonnatlon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F o E N � 00 o N� c�p J ILLU W V Z J_ LA_ d v W rn a, Z on W �� d OU = W U 00 z z � z N N z $ ■ U NLLJ ' 0 W 8 L I LA• N F- (t� r- in N s�o o M p go �aR a � U o4 zo O ao 2CC 00 o� z�_ ra W t < z wZ C oo K Z z� z 3 0 � -0r, W -0 Z. Fa C ar cr 05 g0 B >M rn 120 0 a� L T :3 N a LO 8 a U) In (V +-' 0 Ln O LL Cal m O) N O 00 LO Q 0000 04 T- z' r CO r o z CIS E O sv o � JOB NO: 23-00507 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH 1x8 CAP & CASING OR - - - 36" RAILING CONT. HANDRAIL 36" H. CONT. B GRASPABLE RAILING R. E T U 1 R \ N TO 3/4" PLYWOOD DECKING 116 5 WALL DETAIL 14- SCALE: NTS PRE-ENG FLOOR 13 12 TRUSS 11 1x TREAD (TYP.) 10 25'-0" �9 3/4" PLYWOOD - 8 DECKING 2'-4" 16'-l" 6'-7" 2x4 THRUST tx RISERS (TYP.) - / 7 0o BLOCK 2x6 LANDING / (3) 2x12 / 6 2x4 FRAMING STRINGERS r- 42" KNEE CAP & CALL WWII H ff 4 2x4 #2 SPF STUDS @ 16"1x83/4"PLYWOOD "RAILING 3 O.C. TYP. @ 2nd FLOOR H1 D H1 D2 36 DECKING EXTERIOR WALLS O 6 O 6 OO @ . co 2x6 LANDING 2x4 THRUST 2 i Cl) 33 SH (2) 25-SH CORNERS BLOCK 1 f D2 TEMP D2 EGRESS 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. andraiis: 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 1/2 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 phere 4 inches in diameter. nder-stair protection: inclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 7 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH J U w= a = 2,13. z HOY 3 D2 SIM. w/ (1) MSTAM36 @ BASE Cn D2 uh w 4 �T v� TYP. @ 2 STORY. SEE JJ/S6 FOR STEMWALL OPT. ED N I ------G=T'--------- 48x 2 RECESS SHOVER " F TB 12'-10" TILE T I 1 "� 36" x 22" 7' A. .F. I I ATTIC I �I ACCESS WI OWNER'S N - 18'-0" I F T CLG to SUITE C PET -' TP I 2468 8'-0" FLAT CLG - - L CARPET B.F. B.F. co BEDROOM 2 ---- - Y ----- 40 8'-0" FLAT CLG - CARPET 12'-2" 4'-8" 4„ T-6" s � T 5068 III 2668 I 42" H 1/2 WALL B.F. OR RAILING PER --------------- " 13 R/SH VU o� 12 0 [(D o Bo TECH 11 CENTER 10 3'-3" 5'-7" 3'-4,, 5'-8' 3'-3" 9 T-11" ILE TO 8 A.F.F. 8, oATH -' , 7 - TILE �P 2868 6 N D2 BEDROOM 3 4-SH 4N SIM. w/ (1) 8'-0" FLAT CLG CARPET G.T. MSTAM36 _-_-_ t12' _---------_@ BASE11'-6" -4" 11'-2" G.T.di M. MSTAM36 OI a j m v @BASE ,EiJBEDROOM 4 3 I I 8'-0" FLAT CLG D2 G.T. i CARPET 00 I= o 1/2 33 SH � m I a " 1 D2 I 25-SH 25-SH 9 EGRESS 9 EGRES I D2 B D1 D2 O< H1 D1 L---------- 1 10" L 2'-11" i[CIE-111 I I I I I I I I I I I I I I I I I I I I L--------------------------------------J 3 D2 SIM. w/ (1) MSTAM36 @ BASE 1 3 D2 SIM. w/ (1) MSTAM36 @ BASE 3 D2 SIM. w/ (1) MSTAM36 @ BASE REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 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 <e> I 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" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET �H SEE SN SHEET MU10 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 � X 25; S.H. 13 20X38g 18IX37i S.H. 14 20 X 50 1 18 J X 50 S.H. 15 20X63 184X62i S.H. 16 20X72 184X711 S.H. 1H2 271/4X26 26X25J S.H. 1 H3 27 1/4 X 38 26 x 37 1 S.H. 1 H4 27 1 X 50 g 26 x 50 S.H. 1 H5 271 X 63 26 X 62 1/2 S.H. 11­16 2711X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 a 36 4 X 50 S.H. 25 37 � X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54X26 52JX25J S.H. 33 54X38J 52JX37J S.H. 34 54 X 50 J 521 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 7112 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 1-318" 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. Ed. 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'-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 - ELEV-A c \ \ o ,.- 1 CP Y W � 'o�d CV •L7 m . SC c "-a <o 0 t '0 CVCZ WN .di CV 3 = a Y o 4 aY CJ .� m 3 d ar .a �d co = Is � o .A S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications oontained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. N W Q E $ A t� p8p� N C, C g 0 A dl Q N��to 5 +- rNi v J LL W o- P _ �. W N (O a i» rn 0 Z IL N m to 04 M Z J = N OU � y W UU " z z z to _z Tom•• U C:) O r -_ Q N o M � w ZzZ G LL ZO ao Y ry <R p O E lJ wLL z® Z g� m w0g wo Z Z ao mg Z � Y Z& 3 ~b �0Z A T g U a NW W aLL o J 2 1 �5 >° Wd w a 0 .2O >M � O rn O IL r Q Cr 8 a. U) m N ~ O Uc [>r1 N O O N Q oo 04 �-- E to r� c m E O E B a3 e -a 0 '0 o JOB NO : 23-00507 SCALE : AS NOTED SHEET NO. 1.2 EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU- SCORED STUCCO BANDS 12 5 -.010 r g i I. .° - I . r­_..._. _,. - _1.a- w__._.,,.kA1�. A.yesu"WL.u- A : �3"AAA.i-urL"M�gl)t 11 ,1sa.ijA .. ..4­A—"JKALULL.T— uy—u FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 2ND FIN. FLR. T.O.M. _ _T._O.M�C /ENTRY _HDR. HGT. SCORED STUCCO BANDS i��ij�iZi� Ir s sZey� FRONT ELEVATION - ELEV-A FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 6" SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCr BAND: r 1'-6" DECO SHUTTER SCALE: 3/4" = V-0" _. .P ----------------------------------- HDR. EXTERIOR PLASTER ON CJ CJ FRAME - — — — — — -------------------------------------------- — — — -- ___------ -- FLASHING ------------- ----------------- CJ /WE _ _..._ EP 2NDF -T.O.M. _ _T.O.M. a GAR /ENTRY ----------------- HDR. HGT., TEXTURED SCORED STUCCO CEMENTITIOUS F. aQ BANDS FINISH ON CMU `D ------T-- 35 SH -------------------------------------------------------------------------L -----�----------------------I---FIN. FLR. LEFT ELEVATION - ELEV-A General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **C.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 Coverina 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 (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 r o C i0 (1 N � m x R p ` T7 N L CACZ cu Q N lV W to = `c l s T O m ra OFES•SIOv0kP \\\ o the best of the Engineer's knowledge, infoRnatiGn and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E M N SnP, C 04i a # J` 13 -ti a rM� o 0 =,� 0 110y, R 0 '5 -.1 1 W Z N N d J LL 0 5 _ W z z U) N Z:v (D ol 0 �4-J L LU O N C ft3 �- U c 6 x+ Of `cc o a Z M LL. i Y � L) 0 v . t� o E ti u V ° u" o �Z Z CO ra t "S ¢,a W� ru V �S ZS .G J NO e 9 }Z �z W 0 z ws 0 ° t O X 0) M O �, E m L T CO LO O r-. =)CV $ U') o N � to � �, N LO O U_ L M O O m Co � N Q 00 N oo T_ E e3 = � T-- � T o Z E E 0- 0 _ Q p � JOB NO: 23-00507 SCALE : AS NOTED SHEET NO. 2.1 a EXTERIOR PLASTER ON FRAME FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 4' OFFRIDGE VENT 12 5 �5 (2) 25 SH HDR 1/2 33 SH CJ ------j------------------------1------------------------j---2ND TEXTURED CEMENTITIOUS FINISH ON CMU CJ / WEEP F- 35 SH T_O __ HDF FIN. REAR ELEVATION - ELEV-A SCALE: 1/4" = 1'-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ------------------------------------------------------------------ ------------------------------------------------------- ------ CJ CJ EXTERIOR PLASTER ON FRAME 4' OFFRIDGE VENT--` ` �`'- 25 SH FLR. FLASHING T.O.M. �- - — — — . — — — — — — s = — — — = — = — — — — — — — — - — — — — — � - - - - -4 CJ / WEEP --- ----- GAR./ ENTRY - - HDR. HGT. FIN. FLR. TEXTURED CEMENTITIOUS FINISH ON CMU RIGHT ELEVATION - ELEV-A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I txtenor uovering I 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.xl-1/2" long (3/4"-l" 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 (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N 0 C%J 00 E� J OR C_ G G CO C> C,.r -- p co .r c r+- rs N L V7/f � O t� E c o ` CD¢ � . o, 7 y N a. E �o a� 0 NS'�•••o. =77 cod O FLO� "Ou till1+t11�1���� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W di 4 M d o LL =� LL W U. LL 0- Z0 Lv n q W t..N� o IL Z � 04 � M Z J i- Z O U W 0 El Z z z � � �- V I N L o IL 4 OW In c t S o co c-7 z o Z (p O QO Z t H u �� 0 vo � �j oa 7 U O' Z w8 0 L Y '0 Z m � 15 J m a* � W z z $ 8 So az SEE w pa a+ >M rn m T 0 L t :3 N U') Q Q' N a 0 J 4-1M 0 U 0 Y m N CD 00 Q 000 N �— M cD o O N d) fe C a 0 ¢ o JOB NO : 23-00507 SCALE : AS NOTED SHEET NO. 2.2 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 I� SPECIAL PURPOSE OUTLET IET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH '4 � FOUR-WAY SWITCH �R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) [jaD 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 �L 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 01 #14 to fights & outlets NEMA 1 0 012 to applisnCes and GFI 150 AMP/ 200 AMP 10 #10 to WH #8 to Range 10 #6 t0 HVAC 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND DIa nnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING =F1 �*4ROUNDING WIRE TERMINATION PER WITH CODE APPROVI NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 1.5" VTR `I q I I ,111 3" VTR I � I I.i I wit' I I <�\ I I .111 \!TR PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OR SWITCH FOR DISPOSAL / IF)W_J KITCHEN C DEDICATED RECEPTACLE FOR CROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %'=11-0" WP A/C PAD GFI DISC. LANAI WP GFI G � ' ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I SWITCH F OR FAMILY DISPOSAL I PENDANT I ROUGH -IN FOR AS PER OPT. CLG. FAN/ SPECS I LIGHT PRE -WIRE ih /� to I FOYER / I • B / I / I 'IE NTRY�p DB &GFI TO GFI BE ALIGNED — — — — — — — VERTICALL I 1 Lem I _ J GFI j /KITCHE I REF I 7£ CH DINING ' PENDANT AS PER SPECS I C.M. TO LIGHTS AND SWITCH ABOVE MEN %AU PWDR I W. GFI 11 D. � 42"jk I Ur -I ICU 44 uV `g,— " Uri (CU 4,4 ' f WJJ A.F.F. Tr' A.F.F. 1T LWH. \ J / Z 1 Z O I Qa I U4 oIX 1 GARAGE > w GARAGE` � \\ GHT AS PIER SPECS �--�—�—'--J v GARAGE r--------------- DOOR --------------- 1 GFI IRRIGATION GFI @ 44" A.F.F. I I I I I I I I I I I I I I DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS IX = w w I— wZ0 0 to Ir job COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS .� / '� PER SPECS FIRST FLOOR ELECTRICAL PLAN - ELEV-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. I I I I I I I I I I I I I I L----------I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L--------------------------------------J SECOND FLOOR ELECTRICAL PLAN ELEV-A a!V u� +R�ll rpn. `O Oi >r cr ci a tom. o C t9 f, N -•tam x rn a 'l• a. _w Q t'V Y •a � t c ,,y ceia d N t9..fJ c E m 0 Q. u 0 M O (V s To the best of the Engineer's knowledge, Information and ballet, 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. 40 N 0 � Be /M C) � VM LL eL a Z �LLll a Z 0 W N�u� rnm W 2 J M Z Q N OU ZCL W 00 CD z l_ v0 in � O JOL Ln �V) 601 =1 s 0 n Z Ca M �� z Q r.._ E a ZO ' M z® E p U 9 to �° �e 'Q oa u� ZoZ 8 Ewz 52 �a tin r`o y c Q sY o z Z r��yff c3 J2{$y aw � 3 y ]Z U W i M m� O �w c1 a ° 0� ° 0 cC:) >M N cc cv ;n✓1 � � CO Lis T Oa Ln CoO L>n o LL co 04 0) N Q � N 00 04 T cc M CD o z E 0 a 0 � Q o JOB NO: 23-00507 SCALE : AS NOTED SHEET NO. 3 r rl 9:12 SLOPE _5:12 SLOPE W 0 J W N_ . /10 le LU Q. O to N r*, 0" ROOF VENT le 5.12 SLOPE 1-- z uj Lu ZONE-2 Q ATTIC SPACE ZD 1170 SQ. FT. ti�A 9, 2- M 41 \ti% 4?Lu a I s 5:1♦ 2 SLOPE 5:12 S_ LOPE' I 1 0 IZO N E-1 � z I 'ATTIC SPACE 0 ' 1 1316 SQ. FT. 9 I 1 I 1 I 1 I 1 ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED — T 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented of of ventilation to SQ.Ventilators IN. oftilation IN. of SQ.lation Ventilators ventilation soffit ti ventilation lation vented be provided Ventilation Venti (See (SElev) required needed required soffit by upper needed I ventilators Main1.0 0.0 Floor 316 303 43 152 11 76 138.0 0.0 — 138.0 (Zone 1) Upper Floor 1.0 288.0 1170 1123 160 562 40 281 10.0 (Zone 2) -138.0 -- 150.0 "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 - ELEV-A SCALE: %4'=1'-0" Ica 4114 _ ACC �; a C <O C-� N m 'O YG + G W- CL Vf f0 C= y-. o G N p, iS w G7 E C' e; Cr 3 i w a� c E 0 w .. j' To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N C� �j O wok i I i U7 N 0 -9u.LL a a Z °' 0 R �o .0 NtD W Z 2S M IL� �Z G N z O U C9 V 01 J a ,� — N W O V 4 �T, W 5 .0 o 0 W 8 N 9 (V U_ - Q MI soo r~ w o m LL- co E % I o V tlz 8 0® w w f— ro C °°z as 00 wz Z Q O w C/i L C ¢ z ' O 2 a' NO Y� W 8W u V k LL yl4 M � alW 4 ha kk U 3 O >M m T C NCL LLO Q 8 CL m cV ~ +'+ p LO o `L Y m No � N Q 00 N E t0 (D 1 j i N T 0 Z z E O m E M 0- U J Q t] J JOB NO: 23-00507 SCALE : AS NOTED SHEET NO. 4 3,-)„ 1 ;),-n„ ♦ -a p b. - , - ♦' p ♦- ► ♦' a � "iv. N _ r ♦� -IV . #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN LuIZ LU (0 CONTROL JOINT DETAIL 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-A SCALE: Ya"=1'-0" CV o ` N \\ 00 o 1 c W C2 t N d C? N � E C 0, O M W N Lr up NC A i ac ' .a aeE e0 O p• u Q N 1 N ��lA L E Vvj-GEN �• id Q F' r, 0 r i� STD,- ... OF :ri M -,FCC){•.,•,�.: •,s;- •f, • �` C1 F:•J 1 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �. E S N Q O N 8 4 °° O� N � C 8 � 9p J Lo :3 U') y LL I 0) a gJii d Y LL ZZ c O j L O 0 ' m g W w z N M Q z o� oaa z W U " z N z g � a J T � N - N N z 4Cz --J V W W U 8 N ' _ � 8 •� U • � w ��'Lzq 2 CC g E O O V H F� U �� UO 7 U �4 z c D q z W Z I- L ¢g �� ? Q UY N �0 o z O os �o U W a Z J U p M it UU 3: M d' c� N L r CO lO O CV LO .-. 065 N +-� o O " � Y m 04 0) N o T r z �a = O E C a v ¢ o JOB NO: 23-00507 SCALE : AS NOTED SHEET NO. 5 >c 0 r AJ I V i r z N R N s TYP. @ 1 CORNERS p2 0 00 O 13'-0" 2 D2 FT3GE 12'-0" / r- . T_ I 04 0 @ 24" A O.C. MIN. 0 J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 59 CS 29 FT7G 1 T6 TYP. 1 U') BRG. WAL 0 0 P FT8G FT11 1 LLL —' 1, FT13GE BRG. WALL L1 q iv CO J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL A (2) v A TYP U.N.O. ri 35 22 A (2) FT9 D1 CJ3B CJ16 9 D1 7 D1 FG3 7 D1 m f U UOP 01 5'-0" Cl) in A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" tKut: ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft [WIND IND SPEED (ULTIMATE) 140.0 MPH SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) W 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 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ------>'- \�O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k A ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ROOF SHEATHING: l O l I I Q SHINGLE: %e' EXP. 1 (14/16) or %2" EXP. 1 (3216) j I I j TILE: 15/32" EXP. 1 (3�116) I I r I I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS I I I r r I 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t5%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d 12'/2" x 0 131"1 NAILS OR ASTM F1667 RSRS-04 (3" x 120"1 NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=oft GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4.12]-[12.12] W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3"SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)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 - 518" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "* 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** — 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- 20 16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 *" 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED 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 w7TTITTMINKERS & LUGT2 3100-M 4520-F 13100-M 3800-F W/ (3) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16E 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 1 1090 1 1 12 -10d HCP2 590 1 555 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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 Y GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 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 02F 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 a(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 g L q�R�ER w R : CONT LEDGER �A) SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: Y4"=1'-0" era tv O iV co cc o , c v w s� oa w � V N m x 0y-a N !O O G _ m o 3 � �.co u w >` y c a C= in o..a c E lG U a e R t o the best of the Engineer's knowledge, information and belief, the structural plans and specrfications 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. t» S8 0 rii Vi N O '�. 7t, LL �LLLL a 103 W 1 W o`�G 0 0 to °f m W J d us IL 0Z N O U Z rU W 0 Z ti J z 0� C� — U.(a w v Ow V) C �N =) co 8 n _ d o � E o Q U oa F- CIL o � 4 o 0 z ~ o ao �0 0 z $ o$ LL g° a` WVJ o '0 Cn �w g� �3 0 c O >121) M NN L.L O rn L° cM L 4r— CO L..) O a N L0 Q � J N CL U) m Ln m o LO N Q o ro N r E t6 T Z Z E O c os a U Q 0 JOB NO: 23-00507 SCALE : AS NOTED SHEET NO. 6.1 25' -011 (2) TYP. ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION (4:12)-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP 35 94 -49 57 -49 57 -49 57 10 GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 1 -60.99 78.58 — -- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k `� O a ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I I I I ROOF SHEATHING: j O l I Q SHINGLE: Y16" EXP. 1 i%6) or t%32' EXP. 1 03,6) I I I I I I i j r I TILE: 'V32" EXP. 1 (�6) I I I NOTE: I I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/6" x 0.113") NAILS t J r r L 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. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS _ J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1.1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "" 1005/915 ** 8 -10d x 3" JUS26 1000/1080** — 8- 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 112" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 "* 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C IEPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w' LUGT2 3100-M 4520-F 13100-M 3800-F w/ (2) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME _ "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 1 605 1 12-10d SPT24 1 1090 1 1 12-10d 1HCP2 5901 555 1 12-1Od x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS ti 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. (A) OR 2 PLY :ARRIER x PLYCONEDGER) �A) NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: 4"=1'-0" •cw ,�• c V/ 0 CD W o. ry c =CIS mC14 LA. ca- N lV C3 i 'Q�NyC y ova ro A ar d -a > c o a v, E c m o w 0 •. � ram- � ti '. L o .t ` r?� l%O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentiel 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 V aNi � c: v7 _ del vj ro-- rZ V 83 " ai N Q iM LL J Q M LL u- i Z T 0 0 CIL zm rpN<p 0 Wj�q'°' m Z o m d N U Z c� uvi W 00 CD v' CD z Z o V Z_ CD F5 GA IL N U.J .V o �0 w in Ln all z U c Q � � � CID ffi Z Ch LLi � � O w o Q a EO 0 8$ 25 z® E t� R� n a o4 z19 C 8 E a� OV V� WyZ ItQ ao J ®� r O zm ) m a 8 ¢'* �z W 21 a O >M Occ d' cc 0 L T— CO �•. N °- L0 04 `� 8 U) m N F� 0 U M O m 0o � C) N Q 00 a �- E 00 W r z E (Q m a E ci 0 � a C JOB NO: 23-00507 SCALE : AS NOTED SHEET N0. 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 U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8, Cast -in -place concrete may be provided in composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load .0 e vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F401B/1T 8RF40OB11T 81`321B/1T © ® 8 FORM At GROUT SOLID �U 0 /5 BAR CONT. 8F12-1 B/l T "V" LINTEL DETAIL SCALE - N.T.S. IN E No flMl MI M 11 RE =MEE Im J T t- C UtJIl51VA I IUN F=FILLED WITH #5 REBAR MIN.(1)REO'D AT TOP ALTERNATE POWERS GROUT /U=UNFILLED 1n" ° • = R RECESSED CLEAR STEEL LINTEL QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY G ° M.U. #5 REBAR AT TOP _ ° ° • MIN. (1) RECI'D 1-1/2" CLEAR 8 F 16— B/ 1 T U° - •a GROUT f �ZD I.NOMINA QUANTITY OF 5 REBAR AT � x N Z w C.M.U. WIDTH #5 REBAR AT BOTTOM OF a $W _ F TOP LINTEL CAVITY o U 0 m NOMINAL-° OTTOM o ' d o HEIGHT REINFORCING C) M IN Qa Z r—` 8"NOMINAL WID LINTEPRODED M 0 5 REBAR AT BOTTC (VARIES) v~i M S I✓ AS INDICATED MATERIALS 16 GAUGE POWERS c-T precastlfnteis = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) S. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength - 1900 psi. 8. Reber per ASTM A615 Grade 1. Refer to manufacturers specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 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. 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementibuos 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 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"xl t" TAPCONS OR TITENS 'CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2' J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/VVALL IW 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL - SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" O 8'-0" LL O 4'-6" LL O 4'-6" LL (B)MIN. 5'-8" LL O O 13'-0" LL 5-10" LL E MIN. 17'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4"=V-0" C V* e*' RV - QO 'D r > u.r C C? N _zsmx ro a H o � c a N Y 2 d a 3 m cc u m y C cm CC •T In a =E Iqo a� fill/ s� O S 10 to III' I I II0 ti\\\ To the best of the Engineer s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Co y ... u1 % p — W 04 v y) � a J � I J UW _ rn a a Y 0 a g,G W ��°'°' m W ILL , -, uJ a Z N O L)) U W ❑❑ z 2V Z Z Q C� LL }J N O l/i C s U _ Q J I.L p C 2 6 �a EE o v U k7 0 ze wd Z�E Ff6—g pro a gZ Z aci J� i3 �68w g� �W W T o o zl�d 0I 0 �O = > (M O d' 120 N L r LO .—. :3N Cl. Q $ � 0 m CV ~ L0 O U m N 0) 0 L1) CV Q 7- N 00 T ai co :3T H T d Z Z E Q w B c _J JOB NO : 23-00507 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t 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 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2. 1. ACI 301.16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AN E BY A 0 USS S O DRAW D SEALED FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC WIO LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3• RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 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. 3- 2" Y2" Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND TAT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS =140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4, 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL NOTE: SHEATHING 15132E EXP 1 OR 7/16" STRUCTURAL 1, 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 BBOARD IS TO BE IN LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATERSECTION PROPERTIES.D 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING, 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 1%q 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 METALTUBING : ASTM A500, GRADE B Fy =46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALLDA CONFORM TO: Fy= 33KsiWITH G90 4.5.2. SHEET METALCOATING 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 CNCRETE OR USED IN AN APPLICATION ARE TO RECEIVE AN ANTI-CORRIOSIVE COATING BY MANU ACTURERIOR ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TOLLFAST 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 INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE C G CCO ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. , , 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI 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 A36136M 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 nbt be installed within T-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 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1- Initial treatment shall be done after all excavation and backfill is complete. 6. F R 1 .1.2 - Soil disturbed after the initial treatment h II be retreated BC R 3 8 bed eshall 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 rainf II occurs before vapor retarder placement, retreatment is required 9. FBC-R R318.1.5 - C ncrete overpot� and mor?r along the foundation perimeter must be removed be�ore exterior Sol treatmen . 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R�l8,1.6 - An exterior vertical chemical barrier,mupt be installed after construction is complete, including landscaping and irrigation. Any soi 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. CV G tv CCI ._ �-- CD -o > W t1 C2. o a V_ cc�N N f0 O 6 r tV j[ a� y a� d o = a cc L a� -= � > c G a. c E o a 'j , T To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W � F O M N N co h 0 j N- L a o 00o �64i0 .0G N J L' LL I JLLLL Iaa_i o �i Z - c13 �0, LW co LL Z ;g N d K zN OU W 00 z z < E3 N z CD (1) LL �4-J_ N i W � U -� O w 8 N c m V) uU, ' 2 _ U c Q� t s o M M Z g OSS Z Q zo go -0 > 'aR E CJ F� �_o z4 oa r0 % a�° Oo a EZ Z �-z C (_ F �Sa "� .9 oLL ZH Z J m ab Q W �z 3 8� a W o� N J013 Z .o O >M m r COL N Cr S N 0 4-0 O 4-1 ILL M N m 0) N O Q N00 E Cfl T iri o Z Z � E O42) o 'am c a 8 v ¢ o JOB NO: 23-00507 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" 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'-011 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 11 0 0 0 5'-0 STUB-OUT FOR 0 1'-O" O o 0 GAS METER ei Q, 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. 10'4" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-911 (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'4" 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. 13'4" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wpanels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELLS STD. 900 HOOK BOND BEAM SIMPSON MGT w/(22)10d w - = NAILS TYP. GIRDER TRUSS a STD. 900 CONT. #5 BCON AR T. #5 I HOOK �5_ BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO j CONT. BASE PLATE I BEARING COLUMN SEE PLAN FOR REQ'D �-PLYWOOD FLOOR -1 ' COLUMN AND SHEATHING PER PLAN � `%-', < "'� CONNECTION 11, TJI TO BE CUT TO ALLOW -s= TJI BLOCKING/TJI ,..' `MASONRY WALL OR l INTERIOR BRG. WALL i \\ TJI PER PLAN T / ' OTHERWISE SOLID / BLOCKING TO MATCH �- Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. + / 2" max. 4' max. Web Stiffener Fastener Schedule + Joist BearingLocation ---- __ Series De th End Intermediate I1 ® 9-1/2" 2-8d . - - 28d T BCI5000s 11-7/8"l 2-8d 3-8d l 14" i 2-8d 5-8d Clinch nails 9-1/2" 2-8d _2-8d when BCl6000s® 11-7/8" 2-8d 3-8d possible \ �, BCI 6500s®. 14� 2-8d 5-8d 1) Support back of web during nailing to prevent damage to J -__ ___.___ 16 2-8d 6-8d 11-7/8' 2-8d 3- web-flange connection. _ _-- BCI 60s® 14" 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit ------ _ A 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d 3-16d -16d 4 2x4/Plywood/OSB web stiffener 2" min. BCI 900 14" 5-16d 5 g Place joists together and nail from each side with 2 rows of 10d nails • - 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4 max. _ 16" 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Ys" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION topflange ofctst. - Birdsmouthuth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16 code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls 7 Provide adequate bearing for each lapped joist. Squash minimum) lodnails SECTION @ INT. BRG. WALL (2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 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 771 =1 When joists meet over wall, provide -13/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6" A 12' ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" �v`�..io-✓M; ��pv�yrtu ,�'°" 1�..'� `hNF- �yY,,,^ Sd. ..-.�.4.1..u� ,.¢ W.3'4k Ot �+.>�'a,��� ��M1�.'G.`KK+.Y.r�r�K eq w �w �}'y1,y�gv�i�,1=i'}y'� a r. .�+��!J'•iMr� eYL'''me.j'S t+:-.-rll: �� i, JfSdJ I�A�Y.1: 9 t� ^i 4�'''lu�' '.�':5'i'h�.f.•".,�-.�. ..� `� yam.. 'Cryan � �w"c�ta w��i, a �r � µy��°� �r y�'t' 14 •rL-m!� 7� r: e ���,2�c� �•h •.�i i..,�l��x ��=�e�`k�-�sS.r �"i �y`i� M+ti S. 4'�.-!� ,J ,fir IhXW' £cam'.;+} w: �.�ra Pf .•'9�r, 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 1J/" 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. Joist hanger 5/8"1 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �I I I —I IJ—III—III—_ Nail with 10-10d nails.—�— nstall tight to top flange. SLEEVE THRU STEM \;:' SEE PLAN FOR •. ri .. `\ FOUNDATION INFO ' ' a' 7 STEM FOUNDATION \ Filler block. I Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. J 1/4" 2" gap ' Backer Block 'Top Mount' 'Face Mount' Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required If hanger flange is laterally supported by joist hanger. doesn't meet height t-- requirements ry 0.6 X Joist D ¢ depth I -JOISTS BUCKETS N.T.S. GRADE 0 r— REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • •' (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS , UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 1•'1111r \ /r !"1T1/1 A 1 TI IP\1 1 1�► 111 TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION °Z ° PVC OR SCH40 SLEEVE PLUMBING LINE 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 11— ° ° 4 — °°. ° Q - 'do —� T1�—III—I k -�I [, I I ITI ° Q a a ITT ,I I— =iI— r SEE FND. PLN. SIZE & REINF. e*� N N 00 Y W Q ag o_ •p m X C LL d. N y N N -O O Qi Q fV 3 == a+ .2 °' d�- os_Q CD °G w 3 1° 3 N Q.� s= � R o a �.. i 1�1- CA c� 141 �•• S 310 f i 11111,1111,�,� 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. Q � N � (0 00 g nr J 1z C J LL W cq S a a =. LL 5 z°CD W o9 'Q N;_1 0O_j m 6 w Z "' N z d J = N OU W pp z Z o J NQ011 CD T4--J f13 w U O w o U LU _ = O Q S� to M M j Q z W Z i EO N E 0U P M '� � 0 oa Uo � �U Z a � a� w� C y� 5 O E Z NO QLL W Ji 3 3 g� �0 U 2 jm LL �� tt'= IIIIIIIIIII� O M a g L O >M O ca m L T CO LO O n N Ln Q Cr � N �- -00CN M o L(') 4-1 LL M O O o Ln N Q r° N 00 T' E cc t0 T vi � o Z z E O to E 4: M c a 0 ¢ p _J JOB NO : 23-00507 SCALE : AS NOTED SHEET NO. SN 1 R ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 SNP') VARIES IN 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER --� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. ;a I TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & 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 co MOISTURE BARRIER > ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM —D3161-CLASS D7158-CLASS G or H, or ASTM a F, IN I'ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING 7TH EDITION -Ti CODE (2020) =1[ I I—ii RESIDENTIAL 811 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA '2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN zi— FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD 14 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 r= v cV ' r ° • 00 v — o0 6 MIL VAPOR BARRIER D• • = r COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4„ 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" 53 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS Z III r� ff11 SEE A/S3 OR J/S6—`IL I I 4Lq 5LLW FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW) GARAGE DOOR SLAB RECESS J•1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CONT: I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR "GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"00/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8- x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE — A.F—.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 211 ATTACHMENTS 2/� 6 x 6 W1.4 x W1.4 1 " z 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH ELEV-0-31/2 A.F.F. p 1/2"(min.)- 4" _ °. 9 f 1/2"(min.)- 4" N — — — 31/2"(min.)- 4' • 31/2"(m n) 4" - —Nz (2) #5 CONT. 4„ 11 A 1111 8r (2) #5 CONT. 4" '-4' ''� 8" U.N.O. -Y MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rcc "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 rao­ 0,v 0" PAS M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C \ / 10 ox� JpuS LOAD BEARING OR INSULATION PER FBC AND ENERGY `r GCN�\N EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) BOLT INFO. 5/8"x6" "J" BOLTS BOLT "* „„ „ „o „ x 10 J BOLT @ 24" O/C W/ 2 X 3/16 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE PLATE WASHER TYPICAL 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING -' SPACE ANCHOR SPACED EVENLY FIBERMESH BAR Q BOLTS 6" MAX FROM w/ 10 10d NAILS ( ) - N 2x P.T. PLATE WEEP SCREED INSTALLED END OF 2" x PLATE TYP. ASSUMED FINISHED ,� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o L o t GRADE �, �� ° ° #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a A z c� 1-- ' -0 e FINISH GRADE o0 _z 28' MIN. LAP (30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a g m D MONO OR STEMWALL FOOTING MONO SHOWN � C � w FOR CLARITY 6 MIL VAPOR BARRIER ° � ° _ — — r #5 REINFORCING BAR R 1 7/8 nl Inr III NOTE:COMP. WALLSOIL.• D • *FOR BEARING •NL ' , • r PROCTOR ASTM W/ UPLIFTIl�llclll�ll ,• Il ,• 11 •, II`' 4" 11�11 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=V-0" •- • I _ H 11 -- "r L�11=11=111�111=11=11:= II�I1=11�IIc11�11�11 • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT CV ch SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS CV 1 M 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0,4' J CONT. BEAD SEALAh - a INTERIOR -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ^ m d vt �1 vt 1 M 6 MIL VAPOR BARRIER 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 c WWF OR FIBERMESH ° I, . . —�— 11 -�Iliaullrll;9ll 11 36" MIN. LAP [36" MIN. LAP] 10" ON 3" CHAIRS 8" 8'1 (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. " CONNECTION INFO " SEE PLAN FOR " & LAYOUT DESIGN • TOP OF BEAM a — _ SEE ROOF PLAN c —° °, ° , ^ M (2) HTS20 FOR STRUCTURAL r _ At E BEAM SIZE & c I CONNECTION INFO M ° f I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3IJ/S6 8-1 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE cr- a SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. W COLUMN SIZE AND BASE _N� o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M U) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL! AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS c W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' „ ON FLOOR PLAN w o SIZE VARIES PER PLAN CONT. BEAD SEALANT C� a w/ MIN. (2) #5 VERTICALS GRAD FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 % 1 w SIZE AND REINFORCEMENT) 0 � • WWF OR FIBERMESH ; � a w LU z " /'BRICK PAVERS or SLAB PER LU go • • • z Z 1 / COMMUNITY SPECS Cn 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 SEE FOUNDATION •� CONC. PAD INFO. TAPERED COLUMN FRAMING rCD12 SCALE: 3/4" - 1'.0" FOOTING BEYOND PAD REINFORCEMENT­/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 c O > W aL. r— O c "ot-3� —�m,.4 C W t// N O f4 L !d� Q V Y 3 " W d a W d r� C m c o N G'� c E o a 0 f �n ✓ .•rJ • Cv S%L �' . r J�4 (ft � W %'- •. 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. 8 0 $ N 0 ui ENO >w LL 44 al fh V Q C J 1+ w J tL ILL. 0- Z -� _ o N W j 0 0 cc,w 00 Z Z I N C F LL N OU y W ❑❑ UI M N z o v J N m N z .0 _ � Il, OLL, c �, INIn v � �— E I = m u -o a z M J cg E so 'aQ V a _® w� F r0 r6 s� �� °di Uo oQ �z z g -nC 2 �o ZR' z Q: m � J .2 Q W 3 os �o N I J CS W Y° zla a �O = M CC O 9 c� Co � N L0 CN Q $ CL U) � m N I_ 4-00' U) U_ O ac j� m C 0) LO N Q00 0400 r E T Z Z = E O E w 1a a U 0 Q 0 � JOB NO: 23-00507 SCALE : AS NOTED SHEET NO. S3 (MONO) LZ N N N 0 a N N 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 DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY L IS 11 2" M 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 PLATE WAL / MAXIMU INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR " WALL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER • ***���"'""" STUD W/ (3)1Od NAILS CRICKET AS REQUIRED --� SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)1Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX LA/1 W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED • IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) %--ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL CE OF BLOCK WALL IS 2114 TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4. KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 �I��!i�ll�ili�l�■I�I�!+�I�� i 1111 �IIII NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S G S4 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J •- w 'o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2fAll MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET 71 GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 SCALE: N.T.S. 4 a , POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 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 FOP a iARAGE i00R W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. �S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) 1 (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER \--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. �` SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)1Od NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) LU 0 O/C FIELD r � 9 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS - _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 4&,, SPLICE STAGGERED Od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ IAI 16d TOENAILS TO 76PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR - ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON LINTELS SP4 SP4 SIMPSON SP4 —f SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SIMPSON SP1 RECESS SIMPSON SP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED in J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" :'OXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/0 ) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 1Od NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED KA TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" 7' BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. rh c_j c cam.+ 0o Q s c a� 4 C f0 f> N m o x ,.. c sy. rs N f0 O a.- N N L VO (p Q .,a. c'�4 Y 3 2 W d E c d Eea cc •C d c o N G.= �E fV p a� p'• "••. N 's% .�•'" r c C)'(s w w 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. 0 Q o N a � a0 �_ (A I 0 ti� N O 7 Q --r W WLL r�� LL J LL G Y O z 2ga N O W Oi W Oj13 m Z 2 NZ d LOL Z N OU U W ❑CD ❑ v CD Z z Q PIC1Q) o +-+ fp ,,, W U .12 —� O u, V) c � w i U c M p ZZZ Q p s° 7® U w8 oa us Z oa g ch 'o zM (1) J g 3 � � a • g� a o V Z �W W _k�5 mi M Yk U 5 e C) > co 0 rn M T CO .-. � N CL L0 Cr 8 04 m � Y I- coO � T V N Q 00 N �- Z CD r' T T o Z c E O ui ll U J Q 0 J JOB NO : 23-00507 SCALE : AS NOTED SHEET NO. S4 w SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°t 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0e O/C EXTEND AT LEAST 90% OF , EACH JOINT W! (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. BLOCKING 7l16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS [��1/2"CDX NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT X DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" EACH JOINT w/ (3)1 Od & (2)1 Od TOE NAILS @ / FROM RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)10d EA. END (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS —\ W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED \ (2) 16d NAILS W/ (2)16d TOENAILS 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" 0 C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA, END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT wl (4)1/4"xl 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dxl 1/2 NAILS AT 6-0 INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS �, „ TRUSS & (4)1/4 x3n SDS SCREWS TO PLATES AT 24„ O.C. MOISTURE BARRIER 10dx3 @ 4 0/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 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 SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB S E CT I 0 N 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. �NNNL� EMBEDMENT IN KO BLOCK SCALE: N.T.S. SS 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION cO `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2)16d NAILS WOOD TRUSSES i" 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) . BOTT. CHORD FOR 4 TRUSS SPANS ^ `iU11� 10d & (2)10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT 2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW " " ( () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING 24" @ (D = 0.148 , L = 3") OR EQUAL (D = 0.207 , L - 41/2') OR EQUAL (D = 0.207 , L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" r8 =1'-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. _ IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. vvly 1 . u�.nr,"v,a GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT TOENAIL w/ J -2X4 #2 SYP BLK'G @ 16" O.C. (2)16d NAILS (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SS SCALE: N.T.S. SS REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) EPqES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" rt,r / SEE PLAN FOR TITEN TO CMU ,„,CONNECTION 2x4 "T" ON TOP OF PANEL) BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTION g _ SCALE: N.T.S. SCJ �-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)1 Od x 3" AT i 0 EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM EXT. WALL CONN. a� NON - LOAD BEARING LOCATION UNEVEN CLG. L E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. - MASONRY WALL ARCHITECTURAL FINISH "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —I.VIV I . DCNIt11VU — GABLE END BRACING DETAIL SCALE:3/4"=T-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 Cr C7 a CORNERJACK Y Va Cr w z Cr 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4 E " O.C. TYPICAL GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS / �F� /- TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB91 SCALE: N.T.S. S5 20 -0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L 01 i �II ICI - ■I�� I■II �IAl11Y NOTE: STOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION el - CV 0 " f G -p d� � W � of o a a� o Q C M !._> N •o m K 10 O a- N o 4 N Y d 3 C E s cj 3 3 � •a, 0 U d d � o E p a w \r' RO W z. 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. o 1 O.9 00N N prp �r�7711 �n0 awe dJ M J a �LLu-0 LL a Z—vY, a 4 ;gam wo W��O'�' m w L Z , "Z N O U *d o0 W U rn as v Z N z Q z v 0.. C3 W e U — 2 Ow �V) 441 N ? 53 U, 9 ■ -I F _ U 0 C, w S� o M � w Y a xo �� �� s o E U �° _® F— M §i o Via} J z Q E g o0 a � Ez Ez ��om� o (0 0. U oFF z m N J hu a ° aw �z N 8 c� g3 o �a iC �- � �I1 c, o A a' ° O � 'M O M ro W L.. T L O C] N Q N g c m O LO ILL M O 00 O o CN Ld7 CN Q V_ a T E 00 (� m z r O z° a ai v _j ¢ o = JOB NO: 23-00507 SCALE : AS NOTED SHEET NO. S5 x W 4 i C) N 4 N 8 i Iv Y Q N N E H E ii 0 a :0 8 r� N N N ai rL N N N S 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P T TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. r 1x4 j-` 1 X 4 L FURRING 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG TAPCONS L FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" y(g BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH �i 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 3116" 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. & END w/ MIN. 2" EDGE DIST. 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 21/4" DETAIL STAGGERED@12"o.c• 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. �j 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 ANCHO\_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 THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO ) 21-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTv4W1 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS 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. SECTION B-B 8" EQUAL 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 PROPER INSTALLATION MAX. 8" IIIFILL SOLID BOTH CELLS #5 REB, (TYP.) STD. 90' HOOK (1 71 ±5^ NOTCH WEB AT FIRST 2 COURSI "AI'AUI I Y = SUb 9 i-UH 1 5 I HAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 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'/z" 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 2X6 T NAILS —7 2X6 TO 2X4 / 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 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. 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 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 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 TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 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 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH -� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 61-0 e e XpX .>• Tyr 0 pe e GRADE M z e t. (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS tR ` THE :S ' FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW ' #5 REBAR (TYP) z `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 L CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 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 SIN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: j - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN I - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE &R� TRUCTURAL SOFFIT LE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS V. 09.23,2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / 2k ORHq + + + + + + + + + + 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. 4FNGrH (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT I , IJJ1l�' SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5l8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 1, - SFF CHFFT F1q ANFI z O O LU Q t— M U @ FIRST COURSE 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 ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED .-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/40 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. I'-0" 5'-0" • ' ' ' • • [::::#5 BAR p ► e , CENTERED W/ g ► .:' • -- -► IN TOP 4 ► ► ' KNOCKOUT/ N ' CHAIR BLOCK MONO FOOTING .► .. SIZE AND REINF. PER PLAN •• . AND SECTION DETAILS CLEAN FILL .► • • ! DIRT 4 z ' STANDARD o i '• 90' HOOK #5 BAR IN ' . FILLED CELL V Is STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" =1'-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"4" 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 Q EXISTING FOOTING (2) #5x6' IN CONC. N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. CV O 00 - � o T W Cc o o o ci as� �" o U � N m -o » ✓ C A O � •y .a N .G N y G C �N Y 171 d , � 3 � a = E 0 w . FL r//;/IFIII ittl1111���� 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. IF AiIIIMIIIi Q S v �, �_ Uj 0) to"N8 a -9u-LL a Z 0i O: .i N G 0 m W -0� 40 Z N z d k J LL Z OU U W ❑❑ I a'ii Z n z Cz Q) 0� N ro O w s 0 (a (9 „U s z M W E o so® E 0 wz oa 9 g. ;a p w� 3 L toy �c 68 g�� �f of Z �Z ° 8 W m `fig x� r W �Ig =1 5 0O >M O 9 CO .-. N Q- LL0 N Q 8 (n IM N O LO _ LL tt co O Q cc CN '� m O Li) N 00 Q a �-- E 00 ff T z z _ ip t- M U- o 0 Q 0 C °i JOB NO: 23-00507 SCALE : AS NOTED SHEET NO. SS SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN -----------------� (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL A BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING 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 IS INSTALLED). ' 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 BO SIMPSON LSTA24 w/(18) 10d NAILS U' 'U I U' T 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 o G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT, IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. �. BASEPLATE P-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE REE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 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 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" 1 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 ATTACHED PER NAILING SCHEDULE r5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. a� 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL (A BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT 4� I SURFACE 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 r s TO HORIZ. BLOCKING 1-1/8" RIM BOARD 8d NAILS @ 3 O.C. JOIST SEE PLAN 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 MASONRY WALL (2) -10d TOE NAILS 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) 10d 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 MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF —�'--SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF 01 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) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 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 (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. END OF HEADER. SEE @ E @ EXTERIOR HEADERS 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 r' FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] r10 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 IUSS. 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. I I NAILING AREA (TYP.) SEE PLAN FOR I I COL. SIZE I (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS ------------------- FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER I I (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT ° . SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON—� TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 7 (1) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6 10d x 1 1/2" 10d NAILS BENT OVER TOP ( ) PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @24"O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT 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.TO END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM 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. TOP SPLICE DOUBLE 2x8 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 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)2x#2 I SYP U.N.O. 2xCONT. T&B 2x CRIPPLES TO MATCHJACK STUDS BELOW (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 TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS -(2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN �- MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END -- (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. e*a ev c.� co > W o�® w a c� o C eot�N N N O 10 =: d �E_ ar sts « ct w NS No 5 OF =; FLO r�l�/1llll l I 1 � � t t11111��\\ 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. I- o g$ r 0 OD �N 0 i. gLLw '� Lu _a ?_occ W 8 2pjO' m w Z LL Z � N d J Z cv O U W D❑ 0 A v z N z N N CZ [] a •0 w Cr N c ._ U Q N S M p Ex z q W o� w u s° > Z® H U� oO g w Y �� CD& Z LL zO ca r� J am <z �z W yw �O 0 = >M o� ns 0 Co L— Lf) T— O a Q � J V) o m N .+-.' 0 U') " o � j� m � N Q oo N �- E l6 c T— E N T Z Z ns Q E !u ` c n. U a o JOB NO: 23-00507 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF • MASONRY WINDOW BUCK � � , , 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED NT REQUIREMENTS BEAD BRID �NNDOW CLADDING FRAME 3) SEALANT WINDOW FRAME TI WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ "p WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISITIVE - BARRIER HEAD FLASHING TIE-IN INSTRUXTK 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asRinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING (SEE DETAIL WP07) ED FLASHING 8 z SELF -ADHERED FLASHING 0 DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING O 2 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 923 V-4" PER PLAN V-0" PER PLAN SHOWER SEAT ° 4 u ° y4 4 ° a WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING \C SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER a a SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER WINDOW UNIT FLASHING REQUIREMENTS �- DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/a"-1" BEAD of CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include awater-resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING got EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF ADHERED FLASHING, �`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 EXTEND A MINIMUM 8" 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 VERTICALLY BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the `✓ following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for <> 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. w t R t t B rrier 7. 7.At built-in autters. :LF-ADHERED FLASHING XCH HERED FLASHING 1 2 4 5 zZ zZ a n- Q UJ PLASTER STOP _ co U) CONTINUOUS BACKER -- W ROD & SEALANT 11J W x � W �° A FOUNDATION WEEP SCREED l STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB ` 1 SF LATH IWRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER a er esls an a I Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) b DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB% PLYWOOD, DENSGLASS RUCTURAL FRAMING RUCTURAL SHEATHING RIP OF SAF ,AINAGE PLANE WRB iND BREAK WRB LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 00 0 as � 7 W o s .� cu.a N f0 O i. ui fl N -% yr m o m m E c CIAT *s � 3 � � u m �o ,+ a a C` O CV 1 N 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. - 0 N 0 C y0 a =� u- 0 -9LLLL W a W Z Z?N W in 0 m Ov N Z W ❑ ❑ C9 to ; 7 N p z� Q � rz .1 Co a N '-'-' .V C , O w s Ln U w J �-- E g i I 09 1 Q� p a w z� o0 0 �a �° 4 z® E U 9 ra � o oqa U � E ��&� Zg $ t a: wz �y c" c o� y0 0 Z Cam J ` 63 5 aw ]u 0w W 3 i1 0 w m n0 ` J o aF is a 0O 'M O rn 03 0 \- � = N CL Cr a. t` CU m N .0 o Q N 00 r E f0 .91 CD6T c r , Z c E O ry E 2 E 'O ` l6 a 0 Q JOB NO : 23-00507 SCALE : AS NOTED SHEET NO. WP1 HURR/CANE Mounting Brackets (10 Gauges 41/2"x 4-1!2" x 2-12" See Anchor Back Cross Support I (May be cut to W) Right Bracket (16 Gauge) 1 /2" Dia. A325 Galy, tTyp.) o #14Self )rilling Screws 1 a5/811 A/C UNt Bottum Edge Hurricane Strap (Typical: 3 in front) Washiii Front Cross Support Self -Locking Nuts (May be cut to W) Left Bracket (16 Gauge) gi45elf-DrllingScrews ThruBrdckets& Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) .wcctiv an414d14Lilm Mastli"=1 err Pttnnilctd wllfe -h Hutnumr A. Br4vu teaiaed Sat Daaaviaa avaYdle up se ngeNss ( ter wm ap�l1 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop I on 12MOV2071 ... .. Sn49! lnMor OYt gLt Data PwWne gfa Tires verNa.1 mwmgggytg Cant= lndMerAlic&.rs Validated Or YJWaed $IOIDIQpd rsc Amrov4l ADt[g3a9 japr. Am -don 2020 amen Vern Products: Inc Maher Graham Hw-.F Naaro P.E Lacks Bwchm PE 12MGM20 12/162020 122e2020 Approved exs-- serudurs Canponente (677)441-8366 PE-73778 (334)300.1800 "Catagory: Products Introduced... Retuh of iniog!emedrent.cdn Now Technology compliance leaned: Evaluation Report irorn a Fies Registered Architect as Ucanwd Florida Fields Profession., Engineer FJ 4sAl(( Gusty Amrarles Aaruv.dfor Use Atrrevi d to the Imatr lassoed AM& R�g(radi Nmbrrcfrma pig r asa inHWiZ OIYgll001L ti6111ta raaSla 1 &mbiVni Mode, 91540.510 Dual F.mlin Flocd.nd V4rdfatin Verrt 12r372023 Yes Yee NM a1ookloo 2 amahVent Mad.l e1540l11 Duel Function Flood and Verelebn Vert 12r3112023 Yes Yee NIA -10DA lDO 3 BrnanveU Maio! 01540-520 neWted Flood Vent 12/31 r2023 Yes Yes NIA .100F100 ♦ Smanvont Model 01540-521 Insulated! Flood Vent 12r312023 Yes Yes NIA al oof 100 5 &-rtV nt Model 01540-524 168lquol; Garage Door Flood Vent 12A12023 Yes Yes NM WA 6 SmadVent Model W 5405-i0 Wood WWI Initiated Flood Vent 121312023 Yes Yes NIA •1000 0F1 7 otimreVenl Mode161940.574 44.5&qud. Ganes Door Food Vent 12/312023 Yes Yes NM NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fpr i erl m4=1 - -�• - -� u" $�13Ck .... d;, •�.n$iMm} : .. s� m £#�� f1.m,K; ?' > .'. -��, r z;R... rt,�yy��vk.{St� y: _ �:aef _ � .,5 r s .'t4'4- err --,"fie ?�r �` ..-..___`'��``�4X��af f't'�'�n.�.s�`�r��C�..✓",f'rna:OF.X:ltr:�+:bsB��'�s�N��'v'4^'...`YK.�"``i�.*��r�'S}N'r^'�k4°��ti:.x� 92411 Enm or We Itade Dow Poncho 2" lees vomi- !ems QUM" Encloses A Uaerrs vaimme, Validated jibPyaaa EW.AMMM Anu2no bAt& Revision 2020 Drexel Metele. the. Jaen 8humam Zachary R. Pride Locke e04M P. E. oMa202o 06/0II 092"020 1 Om 321320 Apaoed Category: Roaring (5021303.1511 PE-74021 (334) 300-1 &00 Oubcologory: Mots Racing pnumete�orexrtr.cam Complains Method Evaluation Repo from a Florida Registered Archaed or a Lkaitad Rondo, Praresslonal fa+gnesr LLIMZBM BPI.d A. QuaditCAddsi>es Agga dod for ups B for Use kn2W cooky gas sinner coda. leunbe sir Irrris Product Description cor de ad etmlretlonle I� DaOLM&It WA2 gewgaw pS 1 Drexel MMI Roofing SyNesea DMC 1004 S, DMC 15055, DMC 1755, OMC 2008, 12/312025 Yea No NIA ♦omao DMC 5V Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail P.W2a4 25rmz2 g gty� g sir Daft Pendlist im version Manufacturer rCo jw En r & Ldenae Velidated By Validated Submitted FBC Approval roved Status Review 2020 TheirmI Corporation Slaves Jeaperson Lyndon F. Schmkh, P.E. Ryan J King, P.E. 00162021 12/31=20 0427/2021 Odr0812021 Approved Category: Exterior Doors (slot) 843.7026 PE-43400 (813) 767.66a6 aubCetegory: Swinging Exterior Door Assemblies sjesparsori�Nhumahu.co Compliance Method: Evaluation Reportfrom a in Florida Registered Atchelect or a Licensed Fiorida Professional Engslesr FlJRm4es•Re Produtda Ilan Product Model. Number er Noma gyagp(Adundict i AeorovedflorUu ApprovedforUes Jg HVNZ O((� tNHZ lausad Deslan $gelEligl :�Y� I e. Thsmla-Try Fiberthsuc and Smooth Sue, Nominal 8&M,6 8quotinpact&quot Opaque 12/3i2022 No Yes Yet WA Composite Edge Fiberglass Single Door (InvarglOulewhg: X mnegurstiore) 2 b. Tnerrro-Tru Fiber -Classic and Smooth -Star Nominal WrIe,b &quotlrrpacrdquot Opaque 121312022 No Yes Yes WA Composite Edge Fbergloss Single Door with Sdalke(s) OneninpOiGuetirg; XO, OXor OXO configuration.) 3 a Therm-Tru Fiber -Classic and Smoodr-Star Nominal 6&III &quotlmpaet&quot Opaque IM1/2022 No Yes Yes WA Composts Edge Fiberglass Double Door with or without Sdelhes (Inlswin2lOrdsvnng: XX or OXXO configurations) fig ) 4 d. Therms-Tm Fiber -Classic, and Smooth -Star Nominal 6SA30;0 SquotlmpactB,quot, Opaque 1213112022 Na Yee Yes WA Composite Edge Fbargli se Single Door (Inswing/Outewing; X conegunstai 5 a. ThemisTne Fib ir•C1essuc and Smooth -Star Nominal SM39,0 &quotl mpadlAquct Opaque 12012022 No Yale Yes WA 6 f Therms-Tru Rbwr CAaesic and Smooth -Star 7 g. Them s-Tru Fiber -Classic end Smooth -Saar 8 h Theme-Tru Fiber-Ch ale end Smooth -Star 9 i. Therma-Tru Filar -Classic and Smooth -Star 10 ). Therm-Tru Flber-Cleric and Smooth-Shir 11 k. Therm-Tru Flber-Clecalo and Srroolh.Slar 12 1, Thermo-Tru Fiber-CJease and Smooth -Mal 13 m Therma-Tru Fiber -Classic and Smooth -Star 14 n. Therena-Tru Fiber.Caxssc and Smooth -Star 15 o. Tharm.TW Fiber -Classic and Smooth.Slar 16 p. Theixat-Tru Fiber -gesso and S-thSbr 17 q. Therma-Tru FlberCless c and Smooth-%r Composite Edge Fiberglass Single Door with Sidsie(s) posinirg/OutrNng; XO, OX m OXO conngurstions) Nominal 88At o &quotimpactaquot Opaque Composite Edge Fiberglass Double Door with or Wdiuut SYelRes (InswirglOulawing: XXa OXXO conrigunelonc) Nominal SAJI &gaotmpactaquot Glazed Composite Edge Fiberglass Single Door (I nswinglOulawrig; X mdigureban) Nominal S&MS 84uotlmpacd igtok Glazed Composite Edge Fiberglass Single Door with Sdelte(s) OnswI glOutswng; XO, OXa OXO configurations) Nominal 8&4W9,8 &quotlmpact&quot Glazed Composite Edge Fiberglass Double Door with or without Sideli[as answinglOulawing; XX or OXXO configurations) Nominal 86e3Q0 &quotl mpact&qu t; Glazed Compoehe Edge Fiberglass Single Door (InswngTOufswing; X bontiguratial) Nominal S&Wg;O &quoklnpaclaquot, Glazed Composite Edge Fiberglass Single Door with Shdelke(s) O n6W nalOuteW rig; XO, OX a OXO configurations) Nominal 8&*VO Iquotlmpmetaquek Glued Composite Edge Fiberglass Double Door win or without Sidelites (Insvdrg/Ou"rig: XXa OXXO confgurstonq Nominal S&NI &quotlmtpactilquot Glazed Molded Open Composite Edge Fiberglass Single Door (Inswirgloutswng, X configuration) Nominal 6&039,8 &quotlnpactdquot Glazed Molded Open Composite Edge Flbeglesa Single Door with Glued Molded Open Sidelhe(s) (IrswirglOuts irg. XO. OX or OXO configurations) Nominal 6&e39,8 11quoklmmet9quot Glazed Molded Open Composite Edge Fiberglass Double Door with a without Glazed Molded Open Sidelhes (I nawng, Ouhwing; XXa OXXO configuralons) Nominal SM30,113 &quokl^4octagcok Opaque Composite Edge Fbeglass Single Door with Molded Open Sido ite(a) 0 swinglOverwing: XO, OX or OXO configurations) Nominal 8&e39,8 &quoklnpect&quot; Opaque Compoahe Edges Fleaglesa Double Door Wth or without Glazed Mokiad Open Sldelites (I rimU g/OUMwng; XX or OXXO configurations) 12131=2 No Yes 12/31r2= NO Yes 12r312022 NO Yes 12/31/2022 No Yes 12731r2022 No Yes 121`312022 No Yes 121312022 No Yes 12/31/2022 No Yes 12/31r2022 No Yes 12131rl= NO Yes 12f3lr 2 No Yes 12131/2022 No Yes Yes NIA Yes WA Yes WA Yea WA Yes NIA Yes WA Yes N/A Yes WA Yes WA Yes WA Yes WA Yes NIA Florida Department of Business & Professional Regulation PIP 1 erl Building Codes and Standards 1M2D21 Product Approval Application Detail EM _ ^.. . �. EWOLor Dal 2" 2SLaWAM 20 nalf version Wgtdwwrw Conrad IbWItlL4Lgl11tlyedcad W Y>I� atibMl e9 F&CAcoro"1 Approved altar Revision 2020 PGT Industries Jms R.-Id Ms dA. BCCO - CER Mhmi-Duda BCOO - VAL 11A SM20 I OrA 020 11247020 Appfo.'ed Caago y. rad.rior Dons 1941) 466.0100 (786) 315-2590 duIsCsi.9a7. Sting Exisd rpoor Assemblies )rocev lei jpgtIM6.0ne.c Com iall-Method; CMNghon Mab or Usene om Fit pualav Asarco. Amended for Use Approved for use kwmd 229M olag8 Rubs! Yodel. ML b- Yams $ rm EirlLtlg¢➢r! in14VI47 OuaaaL MVKZ Bea im p-na 9 SOD8570(L rge Meatus Impact) Vinyl Bikers Glass Door 041142021 YM Yes Yes NIA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Numbs s Test Pressures Ex a Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-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 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 16X7) F1-8248.10 +30.0/-33r5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8t2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35,0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/1612024 Pella Corporation Series 10t20 FL11161 +30.0/-30.0 psf 3/2712023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXE D MI Windows and Doors Series 185 F L15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 F L261.1 N/A 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem lank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Solt FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NiA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/29/2023 Ply lass USA, Inc. for Tile Roof POLYS71CK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 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 NiA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Stren th Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N(A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite, 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pagel of Building Codas and Standards 1/25M22 Product Approval Application Detail - ''nl 'i�t�nriGZl •�t`Y�i':,iCC�i ''�. r9':111'�d�i:�t,.. ts, ntm�R2N!)C��'•X.��� .. .APW�rB+.Y7,���5 KI'?1!Ylaw�i' b�.i'l��S'G,�'' I, iMA4��� w : s Entity or Isla 291t note Pwcllno Iljf )(gtta manufacturer Contact Eldlnesr aLlcense Validated By Vallgated submitted FBC Approval Awroved Amu Revision 2020 Therrne-Tru Colporabon Steve Jasperson Lyndon F. Schmdt, P.E Ryan J. King, P.E 07R37202D 07A2rW0 07129/2D2D 101130020 Approved Category. Erlerior Doors SM 043-7628 PE-43409 (813) 787.5555 SubCletrgory, Singing E4enor Door Assambtes a)aeperson®thermatru.co Compliance Madhod: Enlualon Report from a m Florida Registered Architect or a Licensed Florida Professional Engineer Sea fie Prod uet Mode. Number or Name Product Description ContraetEXelrabon Aootewe Ile. WM In 11VHZ Ues Aoaroyed for Ues Outside HYM gaaiount IM= Q&M Prmoure i e. Thamr-Try Fiber-Clessb and Smooth -Star Nominal S&839;8 &giuotimpaa&quot Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (I nsvirgiOubwing; X configuration) 2 b. TMrma-Try Fl berCleaeic and Smooth -Star Nominal8&W.i9;8 &qulot:lmpaa&quot Opaque 17131 r2022 Yes Yes Yee WA Composite Edge Fiberglass Single Door with SldNde(s) i nswenotOutewing: XO, OX or OXO configurations) 3 c. Therms-Try Fiber -Classic and SmoothStar Nomlnal b&e30;8 liquorImpactliquot,, Opaque 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or Without Sidelftes (Inewing/Outewlrbg; XX or OXXO configurations) 4 d, Therms-Tru FIOer•Classo and Smooth -Star Nominal a.sa3$0 &quot;I psct6quot; Opaque 12/31 r2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Onshei g/Outswing; X confgur rhon) 5 a Tlhardr ry Fiber•Claasic and Smooth -Star Nominal aae3g;D aquptlmpaa&quot Opaque, 12/312022 Yea Yes Yes WA Composts Edge Fiberglass Single Door with Side te(s) nntswiny0ugswing. XO, OX or OXO configurations) 6 1. Therms-Tru FIWr-Classic and Snoam-Sler Nominal 8&M.08quokimpacULquot; Opaque 1201=2 Yes Yes Ytl WA Composite Edge Fiberglass Double Door won or without Sideltes (111wMnglOubevdng: XX or OXXO wnhgurshons) 7 m g. Ther-Tru Flier-Clossic and SToothStar Nominal 6&A3g8 llquoklmpactilquol; Glazed 171312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Onswinpl0utswing- X configuration) 8 h. Therms-Tru Fiber -Classic and Smooth-Stor Nominal 8&Me$ &quokimpad&quot Glazed I2r31Y2w Yea Yes Yes WA Composite Edge Fiberglass Single Door With Sidelte(s) (InewinglOubaAng; XO, OX or OXO configurations) 9 i. Therms-Tru Fiber-Chssc and Smooth -Star Nominal S&e3D8 &quotimpar%Biqupt Glazed 121312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or wmout Sidellfee (Inavil glOutswing; XX or OXXO oonngurnlons) 10 i. Thorns-Tru Flller-Classic and Smooth -Star Nominal 8&*W D 8quoklmpact&quot Glazed 12/3112022 Yes Yes Year WA Composite Edge Fiberglass Single Door (InsWblgeOutsving; X configuraton) 11 k Thoma-Tru Fther-Claeslc and Smooth -SNIT Nominal B&aSQ0 Squoklmpactl quot Glazed 12J311Z022 Yes Yes Yas WA Composite Edge Fiberglass. Single Door won Sidera(s) i nswingrOulamng, XO, OX or OXO configurations) 12 L Therme-Tru Fiber•Chssic and Smooth-SNv Nominal 8111,09.0 aquotlmped&quot Glazed 1=112= Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without sdeiles (lnewing/Outsw ng', XX or OXXO configurations) 13 rn Themla-Tru FiOer-Cbsdc and Smoom-San Nominal 6&a39.6 &quoLImpact&quot Opaque 12131 r2022 Yes Ya Yes, WA Composite Edge Fiberglass Single Door with 8quotNon-tnpaol&quot, 9delra(y (lnrMnglOuWmr1g; XO, OX or OXO oonfigurabona) 14 n. Therms-Try Fihar.Cloosic and Snm. aoStor Nominal 6&e39r,& &quoklmpsomquot Opaque 12J31r2022 Yes Yes YN WA Composite Edge Fiberglass Double Door with &quotNorhlmpuX&quot: Sidelhas(Inswirg/Oulswirg; OXXO configuration) 15 0. Therme-Tru Fiber -Classic and Sm ootMBter Nominal 86M3 .0 & unat:lmpsa&quol; Opaque 12r31121322 Yes Yes Yes WA Camp EFiberglass Single Door with &qrgs &quotNa idnMa uok SNelhads) (I nsiv i glOutevwno; XO, OX or OXO configurations) 18 p. Thermo-Try Fiber-Classle and Smodm.Star Nominal 8&#MO &quot;lmpactLquot Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Cou ble Door with aquotNon-Impad&quot Sdeleas (I nawlng/OutsWng; OXXO confgurMbn) 17 q. Themes-Tru Fiber-Cl...lo and Smooth -Star Nominal 8&e398 Squo0-ImpsictSqud; Opaque I2f312l= Yes Yea No WA Composite Edge Fiberglass Single owe (InewnstOutawirg; X cenfgunaton) 18 r. Thenrn-Tru Fiber -Classic and Smooth -Stair Nominal 511ni3g:8 Squotbon-Impect quat Opaque 12/31/2022 Yea Yes No WA Composite Edge Fiberglass Single Door with Sidelts(s) (IrmWnWOulnwing; XO, OX or OXO oonfiyurabons) 19 s. Therma-Truer Fil-Claesb and Smooth -Star Nam Mal 8&a3g;88quotNon-Impeci&quot Opaque 12/312022 Yes, Vac No WA Comports Edge Flborglam Double Doe with or without Salinities (Irlclrng/OuOaMng, XX or OXXO configurations) 20 t Themes-Tru Fiber -Classic and Smooth -Star Nominal 8&(i3Q0 Bquothlon-Imp olSquot Opaque 12/31/2= Yes Yes No WA Composite Edge Fiberglass Single Door (Ine wngrOubwing; X configuration) 21 u. Therma-Tru Fiber-Clasto and S icoth-Stu Nominal 8&e3P0 Squot.Non-Impaa&qua, Opaque 12I312022 yes Yes No WA Composts Edge Fiberglass Single Door with Sid4Nke(s) (InalwnglO raw rig: XO, OX or OXO connaunbonsl 22 v. Thump-Tru Fiber -Classic and Smoclh-Star Nomine188 ;0 &quot;Non-Impa t&quot Opaque 12r31/2022 Yes Yes No NIA Composite Edge Flberglou Double Door Win or without Sldalites (Ine ing/Outseving: XX or OXXO configurations) 23 w. Thermal-Tru Flbx-Clrvslc and Snlocth-Star Nominal e&#M.8 &quotNom- Irtpact&quot Glazed 121312022 Yes Yes No WA Composite Edge Fiberglass Single Door OnswingeOubwev; X configuration) 24 x. Therm-Tru Fiber-Classq trod Smooth -Mar Nominal 8&#N:8 tquotNon-Impsot8quot Glazed 12r312022 Yes Yes No WA Composite Edge Rbagleee Single Door with SldelWo) onwArglOutaWng; XO, OX or OXO corifgurstions) 25 V. Them*-Tru Fiber-Gassicond Smooth-Ster Nominal 5&e39;&&quotNIon•ImpatlBquot Glazed 12131rem Yes Yes No WA Composite Edge Fiberglass Double Door win or Without SYelRee (Irrwlrlg/Oubwing; XX Or OXXO configurations) 26 cTherm* -Tru Fiber-Cloasc and Smpod.Slor Nominal 8&0361;0&quotNon-ImpoeMquot; Glazed 121312022 Yes Yes No WA Composite Edge Fiberglass Single Door On"Ing/Outev/ng, X confiouratlon) 27 za. Thermms-Tru Floor Classic and Smooth Star Nominal 8&R39;0 &quotNon Immerse. I; Glazed 12131/2022 Yes Yes No WA Comp.ate Edge Fiberglass oo Single Dr with Sidelite(6) onswiig/0utawing; XO, OX or OXO configurations) 28 zb. Therma-Tru Fim-Clesan and Bmoom-Star Nominal B&M.0 &quothlon-Impad&guot Glazed 12MI=22 Yes Yes No WA Composite Edge Rearglw Double Door Wth or without Sidalhp onaving/outewing; )(or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 a 2 t162Mi �q �ri5��,.rra�r.:''�...-^�. �v,e"�.S:mT 5 rat'•eS'D.•.. �w Sege entlar Or )tilt out Q1LtPonelm an Ieaa vers- I�wlgumlo[ andrrrAllonaa 3f Y� jj� FICABURI AROMM aaam Revision 2020 MI Vnndolre and Doors Sent Srirhper Lou Roberto Lance Steven M. lAlch, PE 1Ged2020 1008no20 i0n42020 1N15r2020 Accra ed Coodgatr• Exterior Doss (717:388-3300 PE02514 (117)3476454 "CategoM• Sliding Extens Door At6anx%es bsmneeromlwel.con Complhnce Mchod: EwluaBm Rollo tom It Flollds ReglMnd Archosct ore Licensed Florida Prahuoral engine. 41ad Roaudrods.NunbeeorHams ILQAKL➢Vgfrlgn Quality Asmranu smmtN.at rt�ee. Aparawdfer Inhyds Use Amo"d for lass out" Him kneel gejrl 6eWtaut IYfeW[t 1 BERIE64ZOALUMINUMSGD SERIES 420 ALUMINUM SC00)(O 12/312024 No Y" No WA 1453"quax60►qua: NON -REINFORCED 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OX. XO, XX 120312024 No Yea No WA 968qud2180&qu0q NON -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12r31202A No Yes No NIA 1403N&gUotX9M ua: 4 BERIE8420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 12131/2024 No Ya No WA X0. xx9esquoixguqua, 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM 80D REINFORCED XX)( 1=12024 No Yes No N/A 143&quor:xg6&goal: Fbdda Department of Business & Professional Regulation par I d2 Building Codes and Standards 14202, Product Approval Application Detail 'teat 1g1" Dora Data Go Lamida 011t ]Vat vertical MIDHM= rdd19 valued W Validatedj POCAgo Metal AborideadatWa. Rawer ZD20 wsrwOeen, a dlwra, orOvam..d Odor Oweyn. KiNnun Jnn a. 3cate , Jamey P. Arnsan. P.a 111/122D20 002M2020 10232020 12(16M20 Approved Corporrion (330)763.8121 PE-51737 (904)021.5200 Cat"W.. axtnor Doors dkonis hjwayne-Mlton c SubCMePM Goal l SstaMr Occe Aaaniled. Om Ca114.11 w Yahod: EYMUYtIpn Repot earn a Florida Registered ArchAaa a e Ummsed Florida professional Engineer FLOMII. 2a RD&Mb All Pronot YodaL aaanbc or shuts QIWU& Ae Product Description cuntnrd lawrarlondta Anarmhe s far use Anarchist for Use In HANZ Qt igair pa)j Imam stem on" reassure 3 8000/61 DOM20091105 a&A3a, Mess width. 14AIII Max Want. Glazing 12131=1 No Yea Yea •31.001.35.00 &"liable In top or Inteinloolds section. 10 600"100g20041123 iII&M, Max width, 14603a Max hoot. Glsang IV312023 No Yes Yes .30.001•33.50 available In top or Intermediate section. 11 80004100/6200e1124 18600 Ms. Mom. 14&M.. Max held". Glazing IV312023 No Yes Yes •34.401-3530 6"IeMe In tap or Intermediate sodlon. Florida Departs ent of Business & Proteealonel Regulation ►+a 1 r Building Codes and Standards IFXz071 Product Approval Application Detail .i �" R �}'.°��rt �"p.'b,.F�l � 'A4' l��m'4�Y+�� � ra ',I• {r/'+'��'�i { r C l�4.� .__ ..... .,. .. -.d,m. _m ' ,.. w','tis.:Y, .t re..yrK '� .:.. s.^.1 , a'a> f,4i+.d' . - r+_. w... ..u.m ., ,....: _., s, ♦;ki.'rarr+ .. . '..<. '�,:i4.. .. Sd9.9e OOIafLS filet! Dga GW Pliocene an I11211 YAMMmowmmm21011,121. gwiaga l.leesa. veseaed W Jdlgalla j(�gigg FacAWfaw aamnw atrpL Rorvi- 2020 Cordes Wallof AADG. Inc. Ton Rattey UL LLC Troy gored. P.E. i2/10M20 12,oi202o 1221M20 Approve category: Exterior Doors (841) 454.2813 (954)S47-0880 subcategory: Exterior Door Components IanrateyjesN atlq.Co Compllsnca Motnod: CerUikagen Mark a Loading in 9WIgcAtsulasit AMfa Use AGQtggtdlgEgB kL '�& Roder YadY. fL- psi o wma EL O smnm 1;ealnuoagat Ia lv11t Dui l= )lulata 6g suni 1 60T. 707, T27, 7♦7. TST, 777, snd 947 9ngle end Pairs d MO. Glaosd, antl L-ored single end psi. a 12012026 Yes Yea Yes N/A Done hallow meal doss. Florida Department of Business & Professional Reguletion Pop 1 a2 Building Codes and Standards Frm2t Product Approval Application Detail ,,.m,.L �,'}ni•, .. r g`�C'u " Y't' ) ,�{ - ;�py,�,,,�der}%r�•'�7.>~" ',+�'�E :d�,""'` R' -• �'g t - - !M L��^t�°yti��'�`�'.�♦,�,��.: , ..h ".._.. .la`Tl�C�tlia..n`dv+,vr.�a v�.�rr!�.aTew�n���t�rd sSVl. b�;:. i• 3.,,w ... �., ,,:. ')„'�_i&'ti`.: ..':lei. c2a DOW w aft o�ys Data Mandan Q� Ides. Version diulgallagef. cwtctCaulasKALWaaa Ve11drW W U gg(gg jpaillal FBC AMM01 Agg®ra clear Revision 2D20 MI Wndaas and Daa6 Brent Stllper Anwi n Arcbhedurai 81evn M. Union. PE 11272D20 i vile 2020 1127/2020 Approved Catapdy: Vandc" (71 T)380-3300 Manufactures Association (T17)311.8454 subCsiogorr: Sande Hung baYngelemlwd.com compliancersdtod: Cwgcdw Mob of Listing 9YIIjLAer[a� Aggrieved Nor Lim ammvadtaruae kaga& 22am ivaaProduct Madol. NUffdiW Of Name Product Deserlotion In HYHZ Outside HVHi A nwaidl Potatoes 2 105 SH 52x72 FoS not Frame IG/6G tingle Hung 10/062023 Na Yee No -i"-so Lemh.ted Goes N CD 0- C (] L .75 �V U Cn� -v M W 0 0 ,Qom o 3 O N_ a�a�t O CnL Q F- CIO Z Z W J W C%i = O It- G �, ty C � x cme V7 C'V .0 tDL 3 4aa iy �[ u > °i ca. rL.. C E c ore s u = Q s is 3 fa 3 4,J 07 g I= LAI o c E c, V cn (D W Z ca CC O CL O - < �' U 0 I CIO aeeleae., F- O s` CIM w� Q W z J z Q J OIL SHEET NO. PA 1,0 a-ae N L C a-•e Florida Department of Business & Professional Regulation P.0.8.09 Florida Department of Business & Professional Regulation Panel at Florida DBpertmarlt Of Business & Professional Regulation P.01 art Florida Department at Business & Professional Regulation Page I or2 � � (� Building Codes and Standards It"22 Building Codes and Standards 1A20t1 Bulking Codes and Standards 161=1 Building Codes and Standards 1=21 O L Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail C F4Sit Etft or 21k 20t caw Pending jog MOVAIWA=g91r In*, or Ltit Olt gmetmdint om L C_ � � I3d! VaWon 10saim91mre[ gaourd ).ta(OOBL.L License Validated By MMAH g AWMWM FBC Ammmu evpry�g aiJi a Ltiit Iowa ads all Dab Pmttm POC AMF&Ml Cott oast tmte(.g[ pine DU am* Pmdno ORC Lit zm xKkm aim ggmtMm JgmnrluBott )(ramd.e Xa" Ewa= Lv.&MMA ABZMN am •� �--a W Revision 2020 Corporation TlnrnsTru Co CategeryEXterlerpoors Bove 43-7 son Lyndon 9BMmidt P. Ryan J.King P.E. (80%8437B26 PE-43,IOB (813)787.8556 10/07rM21 OgMB/2021 1O"13r1021 12m52021 Approved ling! yM8M1 Ammldlon m2d airQrmitou POTlnduetrka Gifted ydnda4dM Joe Roe." MerH•OsdsaGGO-CER MbmFdMaCC.O-Vol Vdlddw al�Wd 1fA52020 t1g6r2020 AY9@.Vet 11n1r1020 Jaad Approved MIN imm m Rsldai.n 2020 aesurmum Mlmnda.send DOare !� todm&AlkmWa lAdmoLk eem(5manper AmedeanArohseauol 91(:venMlAleh,PE xmwmW A-m,W 100012020 /Opa2020 Aceanm 10nB@020 sda Approved Rav4sian 2020 NIY.Indaysmad Doore eedBpArgr AmesbenAraiMounl MsvanMlkl,b.Ps t12Z2020 t1222020 i126/2020 APpraad �✓ V to GubCategory: Soinging Exterior Door AagemblNn Cai.gry: Mnd.w. ($at) 48"100 (180) 315.2580 Irmo IdQpggrxWWetc (brbingsaamird.oaw MssubeNrreAesaclatlm (717)317.8434 "Coltcantim: tie Foodwhdm tubCdegory: Flee bWWIU.,Q.0 Menubdurrs AssxhBm I>1T)317.M5a I2.mhporggmMO.cam A 1 � / 1 A'! • V ♦^ v, Compliance McMod: Evaluation Report from a nr Fiords Registered Architect Umnaad Fiords tutiCdeWry: State Hung Cenpurre Namod: C.N.O. Win a Using om &*Cxoowrr. Horltanl Clear OMpibnm Mahot O"k.um kbdr a LMMg Compliance O thod CertKc.tlon hk k or L1eBng V! QV art Ora RofessiaW Engineer C 2 FLND&I." Prodaeta - FIA= QWM,AgNpggg A Amrrma/w LM bug MEW 91rmLAnum= ►mrowdr«Use ABWvMfetUm moon gmm 9mIOuwwm► AmOYsifetL4 ADWAUAIWJJM kUM GodM C) Q C Q 3 QUWLAMMUM Ammtadfor Use Jea>t Product Distension Cooked Eydrailmt�t et NVMZ gwbwedm �y � mast PiggYGLplf�pmpp )g.10QY. I dmaA i ROM" rani" If" Product Mode. Nmka a trine $gQSL O S90�CLf�,Lrt In HVNZ outrIf�2R RIAM l LC1Wtt y.. Q 1 , I.ag_ar_ 3-6 Product Model Humberor Name Product Description Corlrnet n I 2 wula�. N t torwwra 2 QI4%OO tire. M+N. anpad) Vinyl single king 1MMo. 07r0=5 Yes Y.. Yoe N/A i Ha ass Mr and Fl.ng. F— 73.021nsuld d Olosa 02/184024 No Yee No -Wall 1 leg PW 73 c 721nwIMod dip. 04010 Y3 No Yp No MWCO � C' ♦a�r�� 1 a Therms -Tin F)ber-Clomia and Snboth-Barr Nominal O&M.8 &quct;Non-Irrpaamquot Opaque 12/31/2072 Campeau Edge Fiberokm Single Door No Yw No WA Q • 41 Q X "a (Intrwirsoulgwing: Oorilliguretion) O 2 b. The me-Tru Fiber-Cluaia and Smooth-Star Nominal 8&8 &quotNon•ImpaaBquot, Opaque 12131/2022 Edge Fibelass Sine Doa No Yes No WA ^' W Sdo]Wo) OnwComposite XO, OX OXO N L1 CL englOuroNvdng (n Q Vas y— ♦//��� 3 C Therms-Tru Fber•Cousslc and SmootflSar Nominal &gtiotNen•Impa(t&qu0t Opaque 12131/2022 3g;6 Plbsrglom Cormpm%Edge Double Door wall a No NO WA C � vAthoutSidelitee(In*Mr*K)utaMng;XXorO(O-O) confguraaons) 4 d, Thermal Fiber -Classic and Snood Star Nominal 7&1 BquotNon-Inpm*quot Opaque 12/37/2022 No Yes NO WA Composite Edge Fiberglass Single Door (Inwmrglouwmng; X connguratbn) 5 a. Themae•Tru Fitter -Classic and Smoolh•Star Norroul 7&1 isquotNon-Impad&quot Opaque 12/3112022 No Yes No WA Composite Edge Fiberglas Single Door with Sddb(s) On lvinglOuNvilrg; XO, OX or OXO 6 1. TMrm►TfU Flbr-Ciasalc and Snhadh-Star Sons) Configurations) hlgrntbl 66N38;0&quotNm•ImpOd&gtnt Opaque 12/S1/2022 tub Vss No NIA Florida Department of Su llnass 8 Professional Regulation eD P'B' /oft Florida Dg rb)1ent of Business & Prcfesalonal Regulation le 1iU Pia 1.11 Florida De rtment of Business & Professional Regulation Pa Peg.1 d/ It Composite Edge Sbogiw Single Door Building Codes and Standards 11520I1 Building Codes and Standards 1152021 Building Codes and Standards 11e2AY1 onreAng/Ouwwdg; X mnfausidon) 7 a• Them i-Tru FiW-CMub and Smooth -Sher Nominal g&a30;04quotNoo-lmpod&quot; Opaque 12I31/= Compaq ee Edge Flbwwlom Single Door vdtin No you No N/A Product Approval Applitation Detail Product Approval Applitatlon Detail Product Approval Application Detail Sideldoile Onwtirgl0utswing; )0, OX or OXO 8 In Thernno-Tru Fiber-CMafo and Smooth -Star Nbmihd 8aN3P0 &quotNon•Impecdqua; Opaque 121d112022 No Yes No N/A _ � Elm WARNE=� _ � � ,� � Composite Edge Flbwgoutl Double Dow WM or �' - �_ - � L� � ✓.!)� Iva O� ��� OY � fin._ gi4 Oita OmLPmdm OY Without Sldallkea Inoue Oi3ouN4n ; XX or OXXO Iyat Vttdgm Ms011faGllllsl Sartain '� Validated Jitldidtd P&G Amrar.l AgBLg)Md WWA lYga Veal- N—f&f — cmt d Ind-,aUawre Ytt�lt4,®( Validated FBC Australia A....d goon mm Which WmlguMm Ldttiat io9aM3.Yce>lu validated my YetflYd JliibmNtd FOCAWplyy Approved Jnma 9 LThermt-Ted Fibor-CMufo and Smooth Star Configurations Nominal 601&quotNon-impaa%qua; Glazed 12/31/20Y1 No Yes No NIA 9%"Wkn 2020 PGT lndustrhe Jan. Ra.owm w�o.de OCCO-CER 1Mmm0do 8=0-VAL 1/AMM20 IIAX 20 11M12020 Approved R"okn 20 20 MI VenOaYe and Deers 1 loam BIIAitgr Lult R Lamas, PE etewn M tMeh. PG 1g0&2020 10l081J020 10n912020 12/1512020 Arwraved AfAmhalka fiM PGT Induetrka Wor,&D Jens RosdwsM MamFDetle aCCO• C6R Arim40eds BCCO- VAL 11A)52020 11K15@O20 11172020 AppraOtl Composite Edge Fiberglass Single Door Cdegory: Windows (941)08.010(1 (786) 316-2500 Coulginy: Wind— (717) 365-3300 PE-62514 (717)317.8454 Ce OMW "Ifteurs (941348 10g (700) 315.2390 (IMWng!Ounwhg; X configuration) 8uMCW ry:Fh#d jtoowtsi pgan*AWnc "Cat•Oth Uaon. billifingoramlivil.ocan auUCri. Wm: kbAlone Iravyskl rWu vac 10 } Therma•Tru Flber.Clagic and Smooth•Star Nominal 6111 &quotNon-Impaet&qud, Glazed 12/3111022 I Yes NO N/A Carpllon ?Adhm: CaN t. Merle or Useng oil Cosentino M$Molt Evaluation Report tom a Compllaaa Mohed: CarM"Con Man or Lrbng an CompoMb Edge FlbwglM Single Door wlth Florida Rood and At~ or. Licensed Flork)e Sbelae(s) (InsWng/OuNwing; NO, OX or OXO FLdM34UA Professional Engine. 11 k Thermo Tru FberClaesio and Smoolh4ftr configurations) Nominal 6&N39;8Aquothion-ImpadBquot Glazed 12/3112022 No Yes No NIA amaLaiY A Amlou�M bout oft ii,:vWLJtBf - gam L.AflY�Iir Amfnym fa lM Ate! blind 219M Composite Edge Fibwgiau Double Door Wdth or WVW Sldelbs (Inswing/OuteMng; XX or OXXO ALMA ! Produ t YiadiL Nwir Or N.me PW-5520 tarps MbeIN Implies) Vinyl F4rsd Window OaM202! In HVHZ gg"d. HVyj Yes Y. j Y. Pi3a M NIA amd mLasmima AOLVMUKXU AmEtwdlffAim SMA tLmc tlgi + WNme taNl Doan and Wnda s hoda awflodoe Caned ttorWlm runt Aluminum Mugaa 050SM5 tt.WAZ ottdcb MUM]: R*ds Y Pressure Ya Yee Yee WA 12 I.Thermo-Tru Fibsr-CA&mc and SmoolMSta r bOnApuratlonO) Nomiw17a );OgquotNon•Impedfiquot Glued 12/3112022 No Yes No NIA 2 si Vertical Numrnu—Whin 12`31ow �2024 No v V� NNJi%� Composite Edge Fiberglass Single Door anker nglOubvmB; X cadgurstion) 13 in, Therms-Tru Fiber•Classlc and Srrooth4ger Nominal 7&A3g;O&quotNon•Impodgquab Glazed 1251 r2CW NO Yes No NIA composite Edge Fbwglaea Sin N Door with %, Sideiaa(e) OnswiglOurteW ng. OX a OXO configurations) 14 M. Thomme-Tru Fibtr C*ulo and Bn+oeat-Stor Nominal 83AII Aquetblon-ImpW&quot Glazed 12/312022 No Yee No N/A Composite Edge Fiberglass Single Door (InaWAWOubtwhg; X OonflguMOon) 13 o. Thormet-Tru Fibr•CMsic and Smooth -Stir Nominal 1190*0 &quotNon-Impect&quot Glared 1211 No Yes No NIA Composite Edge Fiberylus Single Door Wt h Sidd4e(s) (IneWfg/0utswlnB: X0, OX or OXO Floridadg Department of Business & Pmhselonal Regulation Page 1 ort Florida Deparlrnent of Business 8 Professional Regulation page 2 as Florida Department of Business & Professional Regulation Par I d2 16 p.Tma•TWFlhar•GISO9oandSmoom.Sour eel' mna i01 kbl56Ad39;O8quotNon.lmptkd&giAd;Glazed 1213112(YJ2 Nominal No Yee No NIA Building Codes and .Standards, IJN20il Building Codes and Standards 10AYJ07, Buildirig Codes and Standards ttaz0tl Compo ate Edge RborgloW Double Door Wth or wM xM Sidelftes a nawing(Outswing; XX or OXXO Product Approval Application Detail Product Approval Application Detail Product approval Application Detail configViabon51 17 q. Themla•Tfu Fiber -Cam i. and 6, mettl1-Star Nomibl B&NN:B&quatNon-ImpftdqutO, Opaque 1211 No Yes Nle NIA -i I I I 1 11 - - Composite Edge Fbargism Single Door With Transom(InaWnnpp/lOudtssWwng; DIX configuration) 18 r. Therms•Tru FiberClesslc evil Smooth -Star Nominal 6841&quotNort-Impoa quot Opaque 1211 No Yale No NIA £t>r SOW or Litt Lit a tPanama Lint f� eotty Or gins tam! LJteJ3o0oB Omit Campaab Edge flbrglaraMgleDoorulark main lyi2r yedBn lYmaWdre[ SrBma& EomauLLL r� xdglbm Xdwm a� f�Am@>d ARMUN Wad Mat gasim0 at0YarlM siod" tMNANALAMtw IrellOiiaa,ic wdwwd mwzwbd F&OAmreesl ABMOM aim riot Voodoo MiaU sWM i�tW t'NmmaU M )re&datedId )dww atitad P&C Agmtstal ABOre)e9 2&" OPDXor and Transom (Iborks) OubW4dg; Ol%O, CYOX or OIOXO mnagursbap) Revielon 2020 James Frdle Bulgnp Prodilch. Inc. Chad oleroke V. Andrew Ten John avutharo, P.E. 01rD52021 12l142020 01AMrJ021 Dreg FBC Appr, Rewdm 2020 Alake Nick Them Lincoln F. tidlmw. P.E. Ryon J. King, P.R. P'°°^ 02=31)21 02/152021 021JYJg21 0411=21 ApprauW Revision 2020 GAF Nlmoai Sven RabM raernicen Jahn W. NnaseMm, PE D9/M/N20 09,21020 10)1 114602020 A'PPeawtl 1g t. Therma-Tv FberClalesic and SmoothStar Nominal 61101961;eequothlon•Impaq&gltM Opaque 12MI12022 No Yee 140 WA crism: Pena Wdu (902) 545-8339 PE-81062 (352) 3M-2520 cd pw PMd War% 13317)9 .2380 P6.43409 (813) 7sf-0gsa Col ar Rodng (800) 708.3411 PE-50168 (054) 772-0224 Composite Edge Fiberglass Single Door with AWCueprlr. adng ch.d.dhrdsolit meshrd tubCdeW+r: $ofas MhenpoanQsl.id..oam BhLCdeW7 Aspnat Shmgae mNothod.com mi Scia1b(s) on&Wng$OubrWnp, XO, OX or OXO Compliance Maned EvtNMun Repm tea a a— CowV[~Mdmod: evauation Pat home compliance Mehod: heiuduh Report man a Continuous HOW end Sill mnRait III a) Floral. Registered Manaus as Umned Florida Flodd. Registered Architect a. 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XO, Door whin 91tlsib(a) pnlewing10uouWrg; XO, OX or OXO 1 GwrplanA Lop Siding 16srpnanl hp sidling 12212023 Yes Yee NIA NA 1 t 1oba:2Tbqua eom Vent or Sold Vayt BSA 12212023 NO yes alp WA 1 CAP AfpnM Roar Sntagln Fbagoes ninlratl 3-00, IrmnWd lobo ores 121161I022 No Yes MIA N/A t� Continuous Hotel and all Configurations) 2 Hrd#Fbnk VD sling 1beFa.m.nt rep sktip 12012023 Y. you NIA WA 2 e auPctlJroes. 1`411qua:6ollh Venn Or Will I e 1721102 13 No Yes al WA Montego .cep uth shkgleep rt\i,J 22 v. Theme-Tru Fber-Classic and Smoo+hStar Nominal$&M.,O&QucKNon-Impad&quot Glazed 12131/2022 No Yes No WA 3 C.apia:OraanbM/Wntage gegOWalax Bola Vent a adid vayl Slit 12/31,= No Yes No WA Composite Edge Fiberglass Single Door with ScWta(a) aneWingKlutaWng; NO, OX or OXO 4 3 d. MNd:Obatur seek e. tgta:cnre.r pw6qua; aomt Vent «61OIn vinyl sane 12212023 Vent a Bditl vkryl Conlin 1 a212023 No Yes No Yu No No WA WA i C 23 w Tlw"-Tru Fiber -Classic and Smooh-Sour Continuous Head and Sit CoriAgursbao) Nominal 5AN34,0 &qud,Non-Impad&quot Opaque 121 1/2022 No Yes No WA 8 i. bqud;Super Sponligilot sa1At Vent w Bdid vwa3d Bda 1213t12023 No Yae No WA "O Composite Edge Fiberglass Door Panels Win Vented ee— / uJ SiCW *) answinglOutawtug; XK )MO xxxx mnfgunvons) CZ o 24 K ThernwrTru Fiber•Clasaie and Sntoah•Star NomiitaR3g; 18B0 &quOtNon-ImWctBquot Opaque 12I312022 No Yee No WA Lif C C,tZ r0 c! 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T'herma•TW Fiber-gassic end S, cad -Sour Nominal s%sCs8AquotNon•InpOetBquot Glazed 12I3112022 No Yes No WA Compoale Edge Fibagless angle Dos rvth 3A+T390 - .. < SdelWs) OnsningfOutovving; X0. OX a OXO Ssia .. omit, $ OILL Pats Lms.Pmdm as � lr=v Or stir taut �Im la b ISO Baft or gins am Be r0 W pa 26 0). Thermo-Tru Fiber-Claagb snot SnootnSter ccrdlguravor l NomIM18M3g;8&qud;Non•Inpad&quot OtaW 12/312022 No YM No WA ]yet Version r Conrad endner&Lk—t Midi" Miligind )yam F&C)lmmwl ARAMAW awe }mot yxgm momdeoIOt a4 AWANKA Lk= V.gdead Be Vmt" IOWBW iW.ARRMU ABMOYW ada 1yg %I~ monuamura Corded engines AUawe vaimmoo rev Wldwa aim FBC AmmW ADWW44 IR S CZ O Composite Edge Fiberglass Double Door With Reuaon 2020 TAMKO sulding Products LLC Non Edon Roban NNmrhn John W. KnwMdh. PE 10K14M20 Og2917=0 /On221120 12ASM20 Approved NeNsbn 2020 L V. Thwf"M. Inc. doe Thompson Architecture Tony,ah ldmon Zsdary R, Pr" Steven M linen, PE OSM?tV2C Mld2020 ostmo20 12M&N20 AwwoJsd Reuslan 2020 Fluida M&MI Products Inc. CIA* Jones James L. Budhr. P.E® st4von M. Urkb, PE (111'272020 0626=20 10,042020 12MGM20 Appawd 7• C •m r 360W 6idelf e, onawing/Oidewing, 0)9(0 Catem: Meeting (41)024.66u Monies (064)772-8224 Melds CwvwylTAMCO) (613)2484458 PI&74021 (717)317-6434 CNsgory: Reding toosi W-g4gn CBUCKEnglneenng (717)317-5454 up Configuration) ewal.pory: uraarl.ymens kertt_.dandt.mko.com lot gm+m h.9ho.aon 3'e aeCWWt6 Ro Mel •n an dark 11—can PF3i242 @ 29 zit Thcmb-Tru Fibw-Cleodc and Smovth•IR6r Nominal8&N�O sig401; Non•Inpad&quot Glazed 12/ 1I2022 No Yes No WA Carlpltenes memo* C<,sManM.Raiort iorn a "Cato:RmMp Wbcal i that ue an a RoWngesssnn Inhgrel Pen of Me Rmrngatim A O Composite Edge Fiberglasst1hvm bingyls Doorwith 3&N3g;0 S(telb(s) (InsvAn OUtevA ; XO, OX a 0X0 rg Flood. Rapldend Mmtlea as UamsW Floiibe Siralss Part Radnn ayuam the get Pen S getting Caddo R I Method: EvduNion Rounit from a R Flodda ROgUourod Mah)feat ucenesd Florio# a. t, gl oao�n(f�guranon&)) Professional Engineer Camplounes Memak Evaluation Rapti tom a Compil h Mond. Rga.ntl Architect as LiesnsW Flaide or o Praeesbn&I Engnesr k_ 30 ztl. T'hwma•Tru Fibor•psuie and Smooth -Star Norninsi 88N3D;OdquoCNorh-Impad&gtioL Glazed 12/912(T12 No Vee No NIA Professions Engineer w Composite Edge Fiberglass Double Dom with 0 uill Lu'lim ProQgits _ 3&s3g,0 aidtida (IlisWngiOYtalWing; OXXO QNMLAMUAM AavevM rw us. ANOLmodiffift beset OAmm t' mg AOMOVM fo Use ARRECmdfwlM mm 2aft 31 zo.Thalnla•TWFber.C4o"Cand Smooth -Stair configuration) Nominal 7&N99;0&quotNoMmpaadquCtShaker 1211 No yes No NIA Jell FisduelMed.l.Nmbralrr,h. )fteduct, p SOAMOSakdioLRO inMVMZ O.WAi. KVHZ titdmem Pta—,, pmrmadroUrn, Abwovodfar Use naw gtdm Jsat InKVIjZ gummLatlmli Emig pt PMerla Shies Composisitee Edge Glazed Fiberge"arl 1 TAMKO Rod UndruymNMs(HNR) Rod-coirsymeita for... in FBC HVH2 052920a3 Yes No N/A WA JiA Em9ymglllmrmrg S�kuitiMlpJm,Qml Imt8tli Jsmmt9► EreArla S 3-FLAMCO aquot:RV tO RIO" Venaquot: Aluminum Ridge Volts la pNMed rook fabr(ested 12/3 No Yes No WA Door vddi a Without 1&039:2 Sidelb(s) ]wisdom$. 1 TPMCO FlN Tcp OIFFvdge V&m wain Woe for Tie 20 go. Mat rmfvennMla with basis 0a0B2020 Yes Yes NM WA fir— a 5' Auntstu n sminuing(Outr4rg, X OX XO or OXO configurations) 2 TAMKO Rod Underaymenb(NON-HN•a) Reatundadaymmts tar... at BC n.44M 08282023 No Y. N/A NIA 2 TAMCOgeeMnOckvom 20 gL Oa0Brm No Yee NM e0F82S jafsdoum.. 3 TAMCO Off -Ridge Rod Vent MM WM 20 LoWaroorv*dWorMMlnbgrsNdbanb Oa0B m Yes yearNIA WA 4 TAMCO Round Top 0"Idge YOM W M Woe for Tile 26 nl Nana nmfvedwa with basic 0&MG26 Yes Yes NM WA Florida Department of Business & Professional Regulation Pop I aft Flords Department of Business & Professional Regulation par I ar3 Florida Department of Business & Profetlslonal Regulation Ping. I Or I Florida Department of Business and Professional Regulation Building codes arid $tender& tpr2o2 Bulidirig Codes and Standards 1ffrAZI Building Codes and Standards 1252D22 Building Codes and Standards 3/1512022 Product approval Application Denali Product Approval Application Dealt PFOdUCI Approval Applkation Detail Cn Product Approval Application Detail - f .• .Cod. - Gags WIRY Or gong tat[! 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Rmang (50098Yg163 PE-31242 (717) 317.8154 Coo.": Reding (601)380 e"i SeMesA LLC (205) 654-0te0 Category Shutters (04) e56.7f54S PE-44167 (954) 772-0224 iiLilOn Enolnear& VolidoW By Validated EladW BRQrQYIfI Approved rabcr.Wrr Ressnp AOcaosaho tort rs an idN #y@bmr titan abGUWay Rodnpnes ReblMndrnmQbanl.m SYfpCalegery skar Peneh sin robfncon®gppont.com Manufacturer aSubmitted _(9Jt Contact Revision 2020 POLYGLASSUSA Maury,Alpart, License John 1012&202010722/2020EK 1211SQ020 IPlatte Pan of he RmBng Syssn COMlOn.Mdnd:Evala.lWIt"edtomo Corpilr Meth: gveludim Rupert mom. Product EvedvedonEntity in Complinc&Me*od: Evaluation Repedfroma Florida Registered Arch I m a Licensed Fiord& CaiagoryRoofing S954233133OSmalpertCpolygiago.00rn Robert Nieminen Knezevioh, PE Approval Flonda ReyeNredArchar "61. wdFlora ProFawional Engineer Subcategory: PE-591as (954)772.6224 11/01/2020 ProfessionlFuh9mea Elm Underlayments E A nal � Quality Assurance Orehb AOdMruse Anamh muiLLW e Imamus= Compliance Method: ggdg(ag(ggpgg Aprowdta Use f r Um tmesm gitm Jilt 8 gy�1 �Ysany- 6Mks�BMtq oun ry�asa. Mat did Eng111 1 Pinsk • nvar, CD 1m1wili No yet a1�t NIA MIA 6-9 Product Model. Numeeror Name Pf*QL( Dpmlcolon Contract B1Wragor Data In HVHZ Dutalde W42 gmMoid Perms EvrluMon Report from JemJ 99MM92WAAWMDAR in HVKZ 2WNdLk= tlmegt a P.— Thatch &amp; Impact 1 20 Gage Galvanized Steel Storm Pan@WHVHZ Corrugated Galvanized Steal Storm Panels rewired 1213120Y1 yes Yee Yes NIA a Floridalorida Registered 1 Oack K" OM aTR4Buak [lack -fir OM Low Pnae, Pahpmpy sins Resnc, Roof Ysnl 12n011025 No Y. No B7.6F97.5 17 every III Ole. Shako damp: SPIN Shake Fat PreBh - SUKO, CA 121312020 No Yee NIA WA or nit by tracks to provide pmbls reft Architect or a Licensed MeehenlealyAneehed le Pyvmtl Dear 18 10 sesay 700 - Bale, 66ake 6ftni Solt shake &•oily 700 -Shales, aer. damp: sNl+Sleeks Flat Pro6N • Soto, r. +213i=() Pla( Proaw-tllocMes, CA 12/312020 No Yee No Y.. N/A N/A NIA N/A 2 24 Daps Galvanized Sail Storm PantebINHVH2 el Stahunt" Galvanized Steel an Pamela roouirad 12l392022 No Yea Yee NIA ^ 1 Florida Professional 20 2T than'7co-ah.4 Od.&amp:SgltSheka y3 Tgeo 6psna I Somelon r FatPrMle-R1.io,CA 122f2020 High Pick.- K.ly, TX 12F3l=O No Yes NO Yes MIA NA WA WA cks ri orCorrugatedtbytracks or not by Hades to provide hurclCanB protection. /tom W Engineer F „$JS25 21 Products 28 wll. Law PI -Katy. TX 12al=20 No Yee NM WA loot$ Product Model. Nurrdmw or Mama aigamm for Use ProductQggg„ (r lai A--Wi-U- DRAW ♦,//) 1 Polydats Roof Undetlkaymants Rooing urderiayments 101I No Yes WA +WN-WZ 1 PotyglassRoof UndeMymOM(HVHZ) Polyglassroof undMap'meritsfor use InFBC1Y23r1027 Yes No NIA WA FNNZ(uddbeans. 2 PolYpass Roof UntltlteymMa(rim-Hvt1Z) Po 11110. rodJjtA@dymts.' use as 12/23/2023 NO yes WA +WA/-et2.5 O Fee non Florida Department of Business & Professional Regulation Pegs l a 1 Fords Department of Business & PTofearlored Regulation no- 1.11 Fbnda Wpartrnort of Business & Professional Regulation page at 1 PaypassRdoflMtlentaymeTM(livttz) resell ridestaimev. ppO0yypplIassroduridarlsyrttelesToruaemFBCtZ/23riIJ23 Yes HVHZ jurisdkdlons. No wA era Building Codes and Standards 12armz2 Building Codes and Standards l/J2021 BuildiflgCod�landStantfarda 1/7/2021 0- 2 Polypass Roof Undamelyments (nil-HVHZ) P*910 s rod untlwlyyments, for use in 1=3r2023 No POO YK WA +WAI-M.fi Product Approval Applcation Detail Product Approval Application Dealt Approval Applicatione II Cass no"VHZ jurisdictions. s - v a a 1 Polyglags Roof Underiaymwlts (11VHZ) l olyglass roof undenaymeets for use in FBC122Y20Z3 Yes No WA WA HI junt d'bdss 4N. .. n � _ 2 Pointless Roof Underlays"(nm+IVHZ) Polyalate roof underloyrnents, tot use in 1212311D023 No Yes WA +822 WA1-.6 - = r - 2, �. Onto Pending jag ggpt ErM or of mu �ftdoq 991 92& 9mly or an 2r4 Dam Pending gilt FBC non+HVHZ judedia omr. Yes NO WA NIA Tjdg Varslon Manufacture, Contact Enalhger&LlewtOe Validated By validated Submlftcl FWApomysi Anproved AMU Imo xff= mmmmm so= CMLRW IMM kluds $ Xdgmtl g F9GAg v i homw a" IYg ymWOm atpYLgtylr room Emtmw.Allmm Vtkldm O( Ygwm than" FeC Am, -A AmgmvW AMU& � }A U 1 Polyglass Roof UndarkymwAs (FIVHZ) Polyge" roof urlEedayrllents for use In F13C 121`23l2023 Revision 2020 All Arnerican Sh utters and Glass Mks Sereari Frank L. a" marlid, RE Troy ehfop. P.E. 10IM020 loil5)2020 I'lli 2tY6! 12115=0 Approved Revrsce 2M Alone soon Lewis ICC livaluobon amvic.. LLC Wigrm M. Ramon, PE 104IR020 1 W22020 11.96=20 1141v2020 Approed Rental 2020 Cemmerdd Conad& Prouettlnt Raw Oale compel A Greenlo rg Jahn Hal 12JI6M20 12,16W20 122a2020 one FeC Am, NVHZ prrisdic9oro. CzteBOry; ShutW* (581) 712.8582 PE4046549 (954) 947.0550 CAsMy: Structural Carpon.nto (321) 710-3377 (401) 041.1917 d,vwa�lOnaMv.com gOP Structural ComponentsoMoo let 3) 05g•3707 PE-3424! i3a217M-sat, 2 Polyglass Roof Undedaym*ru (rim-l-MI Payglsin roof untlerlaymeneg, for use in 12723I2023 No Yes WA +WAI-e22.6 SubC~rf. Storm Panels mdkabQallsmerloanahu tte auecd&W y, twee plat. eILCNOW7•Produae lntroduceduaRewl(ot Calla PrenaWsareyahoo.eom F8C non+IVNZ predictions. Compliance Method: Evaluation Report aroma ra.mm Compliance Method Evdudio Raw tome Product thrilled. E1Nhy, Now Teahralgp CWOIIaae MdNod: EVYUOtlm Repot from Florida Registered Architect or a Losin ad Florida a Professional Engineer EliRIUGL Professional Engnwrte we Licensed Florida F l.m 1ea61OE► GUNNY Aa ire& Approved to U. Awaybd/w UM IM& RM Ammym fof Um Ammwd Mr Um lmaekl L9Ma0 Jilt Product Yodel- Number or Um e roduct Deemed., Cwtt&djm=bL= In HWZ outside HYHZ gaol Prs&M PLMFT44t&Pro&= Date f Ski _ Prod uat Model. Nulnber or Mom* Product Description Contract [wolfram Date te N OUNIO HVMZ � I n titi.ttl._S P u �ILR 1 ITN BCGNpM Higher 86enpM IN &amp: 9) Meal Camrla Plain 12I312g24 Y. Y. NM N/A 011mb'.ABY�4 Amrewd rw LM ABB[�g.(ou.OH tfmmdil &AIM 1 24gs Galvanized Seel Storm Panels 241 Galvanized Steel Storm Panels 12512022 yes Yes Yea WA 2 ITN 8001Apss Hinge Plate Metal Connector PIN# 12/312024 Yea Yes NA N/A Jest Prodlm.Qfs lmm COMIDLEW,dlBmgat inmvilz 9lmmitHVII skiing 17allel 3 ITW:O Atdhe TNIce Metal Connector Pate I2/312024 yes Yes NA N/A 1 cushy Procter a commercial Concrete Products Prec&el and Prestressed Corl Unteb 0512&20N No Yee NA WA ^ 1 4 ITN CO/A oo Wt. Mehl Connector Pal. 121312024 Yes Yes NA NIA W CIO U Florida Department of Business & Professional Regulation PsW I or Florida Department of Business & Professional Regulation Building Codes Standards pee.+ d I 1111412211 Florida Department of Business & Professional Reguktlon Bulldrg Coder Standards Peak 1 r2 or"21 '"es— Building Codes and Standards ION=l and and Product Approval Application Detail Product Approval Application Dealt Product Approval Application Detail L O LLJ sags FdWla tart gins tart, post- 2& 1:md1 EWU LK Lila Lint giaLme" Lila ode Jams Lets an Cab P odrA an lyat yamBO tltowlmM[c r®tam flMNMKAMw VaWmdAm yrdw" mining III Accruals ABMB11oul M" Mum yldon ttenufuture SgYW dimmAluckless Validated If ValidWd Aamkw FACAGR Mr Aamyod am boa Valimo KNU*Ahaa l iheerAUJ , Validated Me ymmmd Jld la ESCA-,,,d ABBID3ag awn Review 2a20 MRok Ina. Erin Wsides IOC Ev luAbon Sw*a, LLC ICC Evolution aaMoe. 06n IrA21 06n02021 0e112J2021 Approved RONOM 2020 YyeiRMesuaer Rob Beldwln IOC Euuoson 5 pi LLC Ian Layer. P.E. 024-6471 030-32U 01922021 10n32020 02M3/2021 Approved Alienation 2020 APhs Aluminum, Inc. Jose at" Wit R. Lomas sewn M. Urkn, PE 11n82m0 111151 0 1 /20202o Approved � Q C40nw r. aYrw mi COmpm.rits III e98-ee33 LLC. catapa)h &uWural Carpanrb (2.53) (cob) Rmart.WlOMn C.Wm v: Patel VJrty (40r) SW200e PE-02314 (711 S1I-B454 3,&CAND.,y:TUM Plan awoldenrml.mm (205)500•BODO andCdeWey: Engineered Lumber aveelee+ro a-..— mubcaiwplv: Sang compliance MYMOO: EVNUOtIM Report man a C_ V, lenoi NOn d: EvaluNlon R.pm Wan a COIOINO YOIMaE EvoluatiM Raw them boom Product Ewimlbn Entity Product Iiveived. rmtlly Floft. A gW. dAr hftd Ora IJcrreed Florida Z - .. )!letle74l1f Rtiludi '. Prior esflost Engineer Q aLmiaLAsorm" Amroyadfw Use Agartard fir Lee IMDW 9MULAUNaM AELTZ ranAM ANWA fw AM ku" ggrgg nMU44mpt*Amcis .. .. -:. 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Lu m. PS. LLc 07M4001) OrM49010 074300110 Apprwwf Ibseypn 1011-441O) W)=44N pa41)mteme MyOrdaMl,OPIwM�e ImAns" DO KAMM m am eamlbLum hagEmd Luw raw Odn a rFmosmoomemn commai1korm 11A L1 cumb lB 10 Nlrp 17i' Fhmge Now WYr1ed Dedi OM Now Vw Na MA N L L 0 N Q. //'0 l..L c o UL .Ln -0 �V O Q Q. U)Q Q z z W J N 0 i c G W Q� C � d- N td r- ' in .fl L •� E c op o = a io d m a, 4" c c1 m 40 E 0 V CJ W CU 0 Lin CL CL NMO August 10, 20221 SHEET PA �2 9- pP Products upaued,2rsolm2o For direct Inks t0 all taBT approvals tStetl bNaw, CLICK HERE. For Clrect Inks to all 8S'f approvals Isled below, CLICK HERE. For tllrect Inks t0 all SST approvals toted bNow, CLICK HERE. For direct Inks t0 al SST approvals Mated below, CLICK HERE For additional 1rlydrtnatlan regarding Florida's Statewide PfOdllat Approval System and Meml-0ede County NQga d AOcep[enae (NOW. CLICK Hf_RE. .Far additional information regarding FlOflde'S Statewide Product Approval System and Mun-0atle County Notice a Acceptance (NOW. CLICK HERE. For additional information regarding Fldrida'9 BlllewKle PrOdUCt Approval System and Maml-0atl0 County Notice Q Acceptance (NON, r� rrK MRRP For adtllbnW Imarmstlpl regarding Florida's Statewide Product Approval System and Maml-Dade Canty Notice or Acceptance (NON. CUCK MERf!. FLrY2356-R7 FLNIf,�48-R6 FLrIt10486-R8 11 HUS, HU5C sorbs hangers Face -mount hangers available In �Mdtha ranging from 1.518" to 3- 9/16"and heights ranging from 4.511161D t 1" Concealed flange Saa N Product Model. Number or Name PmduM Description Agp•9 ProduM Model. Number or Name Pry-duM Description �(,j� P�duM Modal. Number or Neme f+roduM Dascnotlon version (HUSC) available for model having width equal to or 1 Titan Stemless Stool Concrete 8 Masonry Screw (TTN-SS) V4"diameter Titan sbinbss steel masonry screw 1 A21, A28, A33, A34. A35, A44 Angles 1 HT, 8T8, BTH Brick Ties greater than 3-9n8" 2 APA21; APA4, APAB, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTCiB Coiled Straps 12 IUS aeries hangers Face -mount hangers available in widths ranging from 1.7/8` to 3• 3 APB44, AP844R, APV668, AP888R, AP088, AP888R, AP81010, APB1010R, APVB44, Outdoor Accords Post Bases 3 C514, CS18, CS18; CS20, C822 Coiled Straps 5/8" and heights ranging from 9-1/4" to 18" FLffB889-RB APV964R, APV888. APVB88R, APV888, APV888R, APVB1010, APV81010R 4 CSHP1ti, CSHP20 Coiled Straps 13 LOU9,25-SDS, LGU3.63.30S, LGU3.2SSDS Face -mount hangers 4 APDJT2.4, APDJT2R-4, APDJT2�, APDJT2R$, APVDJT2-4, APVDJT2R-4, APVDJT2.8: Outdoor Accents Deck .kilt Ties 5 CTS218 Comprossbnffension Strap 14 LU24, LU28, W28, LU210 Face -mount hangers Product Modal. Number or Name Product I>eaenntlon APVDJT2R-8 8 DSP, SSP, TSP Stud to Plate to 15 LUtD28Z, LUC210Z Face -mount hangers 1 SD70112D8B Outdoor Accents Connector Screw 5 APHH46, APHH48R, APHH810, APHH610R Outdoor Accents Heavy Hanger 7 H7, H10A, H2.5A, H3, H8, HTZ, H18: H18S, H1&2, H 18-25 Hurricane Ties 1 8 LUS series hangars ' Face -mount hangers available in widths ranging from 1-8118" to 4- 2 SD9112. SD9212, SD10112. SDI 0212 Strong-Dr'rva SD Connector Screw 8 APL4, APLe, APT4; APTB, APVL4, APVLB, APVT4, APVTB Outdoor Accents L and T Beam•taColumn Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown SJB"and heights ranging from 3" to 10.15118". 3 5DB112SS, SD9212SS Strong-DrNaSD Connector SS Screw 7 APLH24, APLH24R; ApLH26, APLH28R, APLH210, APLH210R Outdoor Accents Light Hangers 9 H824 Hurricane Tie 17 MGU9,83-SDS, MGU5.25-SDS, MGU5.50•SDS, MGU5.82-SDS, MGU7.00•SD5 Face -mount hangers d SDCF22434, SDCF22512. SDGF22614. SDCF22700, SDCF22858, 5DCF221014, Strong•DrNe SOGP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2SDS1.5, HSS2.2-SOS3, H532.3-SDS3, H5S4SUS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9118" to 5- SDCF221134, SDCF221334, SDCF271B68, SOCF272358 9 CBTZZ CBT4Z Concealed Beam Ties 11 H9T2: HST3; HSTS, H6T8 Straight Straps 1/8" and heights ranging from 8-15118" to 5 SDCP22434, SDCP22512; SDCF'22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber•CP Screw 10 GJT3Z, CJT4Z, CJ752, CJTBZ Conceaed Joist Ties 12 HTS16. HT520, HTS24, HTS28, HTS30, HTS30G Heavy Twist Strap 19 MUS28, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSC118KTZ, HTS020KT2 Heavy Twist Strap 20 9UR, 9UL SURC. SULG aortas hangers Skewed face -mount hangers available in widths ranging from 1- 8 SDHR27400, SDHR27614. SDHR31400, SDHR31814 Slrong•Dtwe SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor BI16" to 3-BfiC' and heights ranging from 31M g'to 13.3l4". 7 SD625112. SDS25134, SDS25200, SOS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 f-C4; FCB Framing Clips 15 LSTAB, LSTA12, LSTA15, LSTA18, LSTA21: LSTA24, LSTA30, LSTA36 Straight Straps Cancelled flange version (SURC, SULC) available for all double SD525500.. SDS25800, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Slaps 2X and 4X models; only awls flange b concealed. 8 SD62511259, SD52520056, SOS25212SS, SDS2530QS5, SDS26912SS Strong -Drive SD5 Heavy -Duty Connector 5S Screw 16 GA1, GA2 Gusset Angles 17 LT820, LT&10 Bridging 21 U aeries hangers Face -mount hangers available in widths ranging from 1-&18" to 8 SOWF2716, SDWF2720, SDWF2724, 5DWF2728, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 HZA, H2.5T, H8, H10A•2, H10S, H14, HGA70 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap Wand heights ranging from 2-5/8" to 11-1/4". 17 HCJT2 Heavy ConrxabdJoiatTb 19 MGT Medium Girder Tiadown 18 HH4; HH8 Header Hangers 20 MST27, MST37, M5T48, MST80, M5T72 Straight Straps FL1NOo07-RB 19 K8S1Z Knee -Brace Stabilizer 21 MSTAD, MS7Al2, MSTA15. MSTMB, MSTA21, MSTA24, MSTA30, M5TA38; MSTAAB Straight Straps FLlRIOfi87-R8 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC68, MSTCTB Straight Straps max P1S�uct Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC8883 Pre -Bent Straps ,�,� Product Modal. Number or Nama Product Deaenotlan 1 ATR3l8, ATR1l2, ATR518, A7R314 Threaded Rods 22 LS30, L550, LS70, LS80 Skewabb Angel 24 MST128, MSTI36, MSTI48, MSTI60, MSTI72 Straght Straps 1 BA aarbe hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUDS, ATUD&2, ATUD9, ATUD9-2, ATU09-3, ATUD14, ATUD14.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTSi2, MTSi6, MTS18 MTS20, MTS24C, MTS30, NITS3DC Medium Twist Strap 1/8"and heights ranging from 7-118" l0 30". 3 BP318-2, BPI/2, BP112-3; BP5/8-2, BP5/8.3, BP3J4, BP3/4-3, BPRTUD3-4 Bering Plates 24 LSSJ28LZ, LSSJ28R2, LSSJ28LZ; LSS128RZ, LSSJ210LZ, LSSJ210RZ Field Adjustable Jack Hangar 23 NCA2xt 0.12, NCA2x12-12, NCA2x8.18, NCA2x10-16, NCA2x/2-18 Bridging 2 DGBF series hangers Top flange hangers available In widths ranging from 3-618" to 7- 4 CNW3l8, CNW1l2, CNWSJB, CNW314, CNW5I8-112, CNW3145/6 Coupler Nub 23 LSSR1.81, LSSR2.1, LS5R2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable SbpeablelSkevsbk Hangar 27 RCWB12, RCW614 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD65, C7UDIi6, GTUD68, CTUD75, CTU078, CTUD77, CTUD87, CTUD88, CTUD97. Coupling Take-Vp Device 28 LTP4, LTP5 Tie Plates 28 RP518, RPS22, RPS28 Repair Plate Strap 3 DGF aeree hangers Top flange hangers available in vadths ranging from 1-1IT to 3- CTUD98, CTUD99 27 ML232, ML24Z, ML2li2, ML287; M1210Z Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7.114" to 24". 8 N3, N4, N5, N6 Heavy Hex Nuts 28 MMHB Rod Tie -Down 30 SPt, SP2, SP4, SP6, SPB Stud Plata Tie d DGHF series hangers Top flange hangers available m widths moping from 1-314" to 3- 7 RTU03. R7U038, RTUD4, RTUD46; RTUDB; RTUDB, RTUD7, RTUDB Rahche8ng Take -Up Device 29 MMHC Hoped Roof Connector 31 SPH4, SPHB, SPHB Heavy Stud Plate Tie 5✓8"and heights ranging from 9-114" to 24". 8 TUD9, TU010 Take -Up Device 30 MMLU28, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLU139, MMLUI311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoo 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths moping from 5.114" to 8- 9 TUW38 Take -Up Washer 31 RBG; RBCP Rod Boundary Clips 33 STB, ST12, ST18, ST22, ST292, 6T2122, ST2115, ST2215, ST8215, ST6224, ST8238 Straight Straps 7/8"and heights ranging from 11" to 32-1/T. 10 UR53 9/8" Uplift Rod Run Tiedown System 32 RST-3 Rod Tie -Douro 34 T820, TB27, T830; T636, T842, T848, T854, T668; TB60 Tension Bridging 8 EGO aerie hangers Top flange hangers available in widths ranging from 3-6/8"to 7- 11 URS4 1/2" Uplift Rod Run Tbdown System 33 RTC22Z, RTC42, RTC2Z; RTC44 Rgkl Tie Connectors 35 TW810, TWB12, TVVB14 Wall &ednp 1I4"and heights ranging from f 1.1l4" to 37' 12 URS5 518" Uplift Rod Run Tbdawn System 34 STC, STCT, DTC, HTC4 Truss Chpa 96 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GL5 settee hangers Saddle hangers available in widths ranging from 3.1l4" to &7/6" t3 UR96 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W8106, WB108C, W6128, WB128C, W6143C Wall Bracing and heights ranging from 8.1J2" to 28". 38 Z2, 24, Z44 Penal Stiffener Clips 8 GLTV series hangers Top flange hangars available in widths ranging from 3-1/4" !0 7• 1I6"end heights ranging from 11" to 3T. p�,�0441-RB FL#1tkS3f-RS B HB series hangers Top flange hangers available In widths ranging from 1.9118" to 7- FLiM 0447-RS 1/2" and heights ranging from 8" to 3d•, �;� Product Model. Number or Name ProtluM Descnotlon �l Product Model. Number or Name Product Dasdnotlon 10 HGLS series hangers Saddle hangers available In widths ranging from 5.114" to fi-7B" 1 DTT2 Hold-down Sea li Product Model. Num bar or Name Product Description 1 C8H2.37x5 5, CBH2.37x7 63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-11T to 28". ? HDC1014, HDC10R2 Hob -down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangars Foos -mount (DU, DHU) and top -flange (DHUTF) hangars 11 HGLT series hangers Top flange hangers available in widths moping from 3-114" to 8- 3 ND08, HHDQ11, HHDQ14 Hold -doom 2 DSC2R-BOS3, DSC2LSDS3, D9C5R-BOS3, DSC5L-BOS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-BJ18"and heights 716"and heights ranging from 7-112" l0 3T 4 HDU2, HDU4, HDU5 HDUB. HDU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23.15l18". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Slap -style purlin anchor 4 HCP1.81, HCP2, HCPd Hp Corner Plata 3 HGU3,83SDS, HGU5.25SD5, HGU5.SOSDS, HGU5.62SDS, HGU7.04SOS, HGU7.25- Face -mount hangers 118"and heights ranging from 14" b 33" 8 LSTH08; LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411 81, HHRC44, HHRC5.25/3.25; HHRC3 371312, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2.5118" to 3- 7 NASA, MASAP Foundation anchor strop HHRC86 d HGUS series hangers Face -mount hangers available in widths ranging from 1-518` to 7- 8/18"and heights ranging from 18" m 28" 8 MPAI32, MPAI44 Stop -style, purlin anchor 8 HRC1.81, HRG22 Hp Ridge Connector 31B"and Nights ranging from 5-5/18" to 12-718", 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 31 /8" to 9 PA18, PA23, PA28. PA35, PA51, PAt38 StrapSlyle purlin anchor 7 LRU28, LRU28, LRU210; LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50.5DS, HHGU5,62•SDS. HHGU7 00-SDS, HHGU7.25SDS, Face -mount hangers 9-9118" and heights ranging from 5-318" to 13.1/8" 10 PAI18, PAI23, PA128, PAI35 Strap -style purlin anchor 8 LSU26, LSSU28: LSSU210 Light 9bpeabkl5kewabla U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9118" to 5- 11 STHD10, STHDIORJ Strap -style hold-down 9 TBE4, TBEB Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHU3410, HHUS5.50H0, Face -mount hangers 1/2" and heights ranging from 3-7118"to 15". Concealed flange 12 5THD14; STHDI4RJ Strap -style hold-down 10 TC24: TG28; TC28 Truss Clip HHUS7.25110 version (HUCTF) Available for all models having vNdtlt equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, 7HAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSIA, HSURC, HSULC series hangers Skewed feee•mouM hangers available in widths ranging from 3- greater than 2-9l16". THAC422, 7HA428; THA422-2, THA426-2 VB" to 5.1/8"end heights ranging from 4-3/4" to 16-314"- 18 HWP series hangers Top flange hangers available In widths ranging from 1-9/1B" to 7- 12 THAI1.81122, THAI2.06J22, THAI2,1 122, THAI222, THAI322, THAI3522; THAI422 Adjustable Truss Hanger Sized for I•Jotsts Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5.3/8" to 28" 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed. 17 HWPH series hangars Top flange hangers available in widths ranging from 1-9118" to 7- 14 THJAZB, LTHJA20, LTHMA Multiple Truss Hangers 8 HTU28, HTU28, FITU210, HTU28-2, HTU28.2, HTV210-2 Face -mount hangers 1/2" and heights ranging from 5.3/6" to 3T 15 THJM2-dSDS3, THJM2-SSDS3, THJU28, THJU26-W Multiple Truss Hangers 8 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/18" to 7• 18 ITS series hangers Tap flange hangers available in widths ranging from 1-9118" to 3- 18 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.7/8" to 19.114". Concealed flange 5/8" and heights ranging from 9-1/8" to 1 B' 17 VPA2; VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights 18 ViCR Valley Truss Clip greeter than 2•BI18" ranging from 5.318" to 7.1l4" 10 HUC01.81/9-SDS, HUt�]t81/11SD3, HUCQ210.2SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9718' and heights SDS, HUC0410-SDS, HUCQ412S0.R, HUCQ5.25/BSDS, HUC05.23111.5DS, HUt„Q810- ranging from 9-3116" TA 131l8" SDS, HUCQ612-SDS Simpson Strong -Tie ZOZO FBC Approved Products PP updated,zr3onozo = Simpson Strong -Tie ZOZO FBC Approved Products PP updated,2l3a2ozo -,• Simpson Strong -Tie 2020 FBC Approved Products PP updeeetl,zrsor2ozo ®Sim n Strong -Tie 2020 FBC Approved Products P� updatad,znonozo direct Inks to ail $9T approvals i51ed below, CLICK HER For deaf Inks to all SST approvals failed below, CLICK HER � For drool Inks to NI SST approvals (Sled below, GL!ru ucac For drool Inks to all SST approvals 19ted blow, CLICK MERE � ®For For additional information regarding Florida's Statewide Product Approval System and Nam -Dade County Notice d Acceptance (NOW. CLGK HERE. Fa additional idarma6on regarding Florida's Statewide Product Approval System and Marti -Dade County Notice d Acceptance (NOW, Lr rrrr rrcac, Z For addlbnal inlametian regarding Flaidab Statewide Product Approval System and Marti -Dade County Notice d Acceptance (NOW, For additional information regarding Flaide's Statewide Product Approval System and Marro-0ade Canty Notice d Acceptance (NOA), cr rr�N�ac, 21 LB saris hangars Top flange hangers available in width of 11-9/le" and heights pj,#17486-R8 18 S/LBV1.58, SiLBV1,81, 51LBV2.08, S1LBV2.37, S/LBV2.58, SA.BV2.88, S/LBY3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/8". S4BV3,56, SlLBV3.82, 91LBV4.08, S/LBV4,12, S/LBV4.28, S1L8V4.75, SlLBY5.50 8 Strong -Bolt 2 (3'TB2, STB2.4SS, 31B2.856) Strong•Bdit 2 Wedge Anchor for concrete available in carbon 22 LBA2 series hangers Top flange hangers available In width of 1-9/16" and heights ,�,� Product Mtltlal. Number or Nama Product Deoorintlon 19 SILT720, SrDTTZZ, SlHTT14, HTT4, HT75 Holdowns steel and Types 304 and 318 stainless steel ranging from 9•9118" in 13.118", 1 HHU3210-3; HHUS210-4 Joist Hangar 20 SIMST80, SlMST72 Straps 118 mil (10 go) 7 Titan Hb (THD-H, THD-HMG, THD-H4SS, THD-H89S, THD-CS, THD-CS8S5) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEGS: LEGS, LEG7 sense hangers Top flange hangers available in widths ranging from 3.1/4" to & 2 HR58, HRSB, HRS12 Strap Ties 21 SP4, SPB Stud Plate Ties available with hex head In carbon steel and Types 904 and 316 7/8"and heights ranging from 9" to 33vT. 3 HUCQ210.2-SDS, HU00210-3-SDS, HU00310-S09 Joist Hanger 22 SSP, DSP, TSP Stud Plato Ties stainless steal, or with countersunk head in carbon steel and 24 MEGS, MEG7 series hangers Top flange hangers available in widths ranging from 5-1 Jd" to 8- 4 THG62, THGB3, THGBH2, THGBH3, THOBH4 Joist Hangar 23 S7C. DTC Trues Clip Type 318 stainless steel 718" and heights ranging from 9" to 32-112" 5 THGQ2SDS3, THGQ3SDS4:5, THGQH2-BOS3, THGOH3-SD34.5, THGQH4SDS8 Joist Hanger 24 TBD22 Truax Brace Diagonal 8 Titan HD Rod Coupler (rHD37834RC, THD50834RC) Titan HD Threaded Rod Coupler for concrete 25 MIT saris hangers Top flange hangers available in widths moping from 1-9l18" to 5• 8 THGVV3-3, THGW9.4, 7HGW4.3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 8 Titan HD Threaded Rod Hanger (THDB26158RH, THDB37158RH, TH037212RH, Titan HD Threaded Rod Hangariorconcre0a 1/8"and heights moping from 9.1l4" to 24" TH050234RH, THD1i]212RH) 28 PF, PFB, PFDB, PFDSB sorbs hangers Top flange hangers available in width of 1-Bh6" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1J8". FLit11473-R6 FL#13904-R CID -Cu Q 0 2 cuI..L. .� U C 0 2 O O C Q O L.L - •� 0 Q 0 d F- .a Cn Q 0o a a- e to W � �+ -to ua d N .,is d� ate►' a� w o c> • ;� ors 4 � W y a+ ro •. sr _ I `v O LD. O L U O L� VJ U o0 L� O L w Q W Z Z Q J a SHEET NO. PA 103 • Simpson Strong -Tie 2020 FBC Approved Products Uptlfltetl 17J3012020 Simpson Strong -Tie 2020 FBC Approved Products updced,2/aa2e2tl • Simpson Strong -Tie 2020 FBC Approved Products Updated 12lJOl202D Simpson Strvn Tle zOsi1 FBC Approved CD CDL StrCL ong-Drive XL Large -Head Metal Self CD ICU ICU N L MIAM!• XUAW-DARE COUNTY PGT Industries, Inc. PGT Lrdustries, inc. to (D CD .r-+ U � Q (D L PRODUCTCONTROL SECTIO.Y PGT Industries. Inc. � q. O Q 11 '` s�a si6°� Room NOTICE OF ACCEPTANCE: EVIDENCE SUBMFrTED NOTICE OF ACCEPT.1NCE: EVIDENCE SUBbIIITED � � CL DEFARndENTOT REGULATORYAWDECONOWC RESOURCES MM) Mimum Florida 3317i 2474 BOARD AND CODE ADRUMSTRATIONDITISID�T T(786)30,2590 F C70) 315-25" NOTICE OF ACCEPTANCT: EVIDENCE SUBMIITTED _a Qj U (D NOTICE OF ACCEPTANCE (N- TO A) wwwMiamed"k.1"Ieruoate 1. Evidence submitted under previous_y-pA 7 D. QUALITY ASStMA.NCE � � � � Cl) A. DRA�'II�TGS B. TESTS (continued) 1. Miami Dade Department of Replatory and Economic Resources (RER)_ N -p U "0 � FGT Indusa es, Inc. 1070 TechnoloL- Dr*-e, 1. Manufactur�ees die drawings and sections. 5. Test report 1) Air Infiltration Test, per FBC, TAS 202-94 .9? Q 2 ? 0 � North Venice. FL 34275 (Submilted render ,V0A A'& 11-0107 04) 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 E. MATERLAL CERTIFICATIONS C SCOPE: 2. Drawing No. MD-5570.0, titled `Vinyl Sliding Glass Door NOA {LM)" sheets 1 3) Water Resistance Test. per FBC, TAS 202-94. 1. Notice of Acceptance No.154528.14 issued to Vision Extrusion Limited for their cis � This NOA is being issued under the applicable rules and regulations governing the use of constructionmat eriah. The through 21 of 21, prepared by matnufacturet, dated 101051l5, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 -NAIkke Rigid PVC Exterior Extrusions for Windows and Doors' . dated 08;'134 5. Cl) .� E Q O documentation submitted has been reviewed and accepted by County RER-Product Cot*vi Section to Miami -Dade 04/05r 17, sipped and sealed by A. Lynn Miller- P.E. 5) Cyclic Wind Pressm Loading per FBC, TAS 203-94 expiring on 09.13049. Cn (D " � CD be used m bliiami Dade Qnety and other areas whuv atllom-ed by the Authority Tiering Jurisdiction (AHI). 6) Forced Entry Test, per FBC. TAS 202-94 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their ­VE � 0 CU CL This NOA shall not be valid after the capitation date statedbelow. The 14Liatni-Dade County Product Central Section B. TESTS along with marked -tip drawings ad installation diagram of vinyl sliding glass door, prepared l o�aa Tan 2+�2 ana �nt�r s�adeg (Non-Midw) Rigid PVC Exterkrr Extrusions f+ctr �— � . � (n <[ (In Mum Dade County) antf/orthe AM (maims other dmMum Dade County) res erve the right to have this 1- Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Irtc.. Test Report No. FTL $549, dated 11.106,i 5, signed and ASImdows and Doors", dated IIVS/16, expiring on.12P?9(.? 1_ product or material tested for quality assurance putposes. If this product or material fails to perform in the accepted 2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalnns Ortega, P. E_ (Test report revised on 12104/15 and 02/11/16) 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their manner, theann&durer will incurthe expense of such testing and the AH7mayimmediatelyrevoke, 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) N%Idw Rigid PVC Exterior Extrusions for suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve this witlrrDarkrd-u draw and installation die of 1 lass door. alongP � �` g �pa� � � 2) Uniform Static Air Pressure Test, per FBC, TAS 202 94 Windows and Doors", dated 09/1115, expiring on 09 30119. acceptance, if it is determmed byMiami-lade County Product Control Section that this product or material fails to meet the requirements of the applicable budding code_ by Fenestration Testing Lab, Inc:., Test Report No. FTL 9717, dated E 107115, signed and 3) Water Resistance Test, per FBC, TAS 20294. 4. Notice of Acceptance No-16-0712.02 issued to ENERGI Fenestration Solutions USA, This product is approved as describedhe ein and has been designed to comply with the Ploroa Building Code, sealed by Idahnis Ortega. P. E. (Test report revised on 0211546 and 02,24/16) 4) Large Missile Impact Test per FBC. TAS 201-94 Inc. for their "T.MN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior including the High Velocity Hurricane Zone.. 2. Test report on 1) Air Infiltration Test, per FBC_ TAS 202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Extrusions for Windows and Doors" dated 09115116_ expiring on 0204121. DESCRIPTION: Series 557012 770' Vinyl Sliding Glass Door (Reinforced) w1wo 90a & 135e corners-L14s i. " 2) Uniform Static Air Pi essuuree Test, per FBC, TAS 202-94 along wi#h marioed-u dsawin and installation d of 1 slid doe, P $s ia�1 vmY mg Prep 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, APPROS AL DOCLMENT: Drawing No. _MD-5", A Res-B. titled "V 4 Ruling Glass DoorNOA (I.NW% sham 3) Water ResWance Test, per FBC. TAS 202-94_ by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12,�W15, signed and Inc. for their "Bronze and Lighter Shades of Cap C oated Rigid PVC Eatetioi- 1 the 21 of 21, r ared matmfacturer, dated 10/05)15 and last revised on 02101/21, s' and sealed b y 4) Large Missile Impact Test per FBC. TAS 201-94 sealed by Idalulis Ortega F. E. (Test report revised on 0211512016} ' Extrusions for Windows and Doors" dated 09/15116, expiring on 04,r16.�20. A. Lyn1 Miller, PE.. earing the Miami -Dade CountyProduct+Control Revision stamp with theme Notice of 5) Cyclic Wind Presswe Loading per FBC, TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 6- Notice of Acceptance No-16J0712.03 issued to ENERGI Fenestration Solutions USA, "White Acceptance number andexpiration date by the Mum -Dade Cot Product Control Section- 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their Rigid PVC Exterior Extrusions for Windows and Doors" dated 1IISSII� LA�AGT R.ITLVG: Lard and SmaIl14Iissile Itrq►act Resistant along withmarlmd-tap drawings and installation diagram of vinyl sliding glass door, prepared 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 09/10117. expiring on 022&18. T.hn ations: by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11+06a115, signed and al wsthmarked-u and installation die of vinyl s door, d ° P drawings Y $ $ PreP 7. Test s s . 10-W2-792(A , 10-06-M0527. 535753-09. ASTME-84, t N°i) ) Pnt 1. See table I (sheet2) and table 2 (sheets for applicable SGD unit sizes, design pressures, reiaforcements "f sealed by Idalulis Ortega, P_ E. (Test report revised on 01/0446 and 02/1112016) by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22), dated AST -NO 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic glass type, �i11 riser (see tables B-1 � B-_,sheets T_g) and anchorlayast sly requirements is 1 I that 16. 3. Test report on 1) Air Infiltration Test per FBC, TAS 202 94 '" 11 19110, d and sealed Jorge A_ Canso. P. E. (Submthled tinderNt39 No.11- �'' composite material. 2. Rigid White PVC, Tan (Non -white) Rigid PVC andBrown coated (Painted or laminated) white Rigid PVC to be 2) Unifcmm Static Air Pressure Test, per FBC, TAS 202-94 0107. 04) (Submitted under AVf)_4 ATo.11-0107. 04) labeled per refarea mdNOA'srequkemeaas. 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test. per FBC_ TAS ?02-94 8. Notice ofAcceptance No.14-0916.11 issued to Kuraray Amerka-, Inc. for their 3. Egress operable doors must comply with min clear width or height per FBC requitement as applicable. 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform static Air Pressure Test, per FBC. TAS 202-94 "Se D3 Gbsdl (Clear and 1l''hite) Interiaryer . atgiting on 07/04/18. 4. Pocket walls tinder separate appro at to be re,�ievmd by Budding official 5) Cyclic Wind Press= Loading per FBC: TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America. Inc- for their I. ABELLNG: Each unit shalt bear a permanent label with the ma Tacturees name or logo, city. state and series and 6) Forced Entry Test, per FSC, TAS 202-94 4) a MiLssile Imppact Test per FBC, TAS 201-94 "Trosifollt- Ultraclear. Clear and Color P47B Interlayerf', expiring on 07/08119. following statement "Miami -Dade County Prodkic t C'outrod.Approved",noted herein. along w•ithmarked-up drawings and installation diagram ofvmyl sliding glass dorm, pwpaved 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 RENEWAL of this NOA shall be considered after a reuev W application has been filed and there has beenno by Fenestration Testing Lab, Inc., Test Repot No_ FTL 8_547, dated 12I04115, signed and 6) Forced Entry Test, per FBC, TAS 202-94 F. STATEMENTS than in the applicable codene negatively affecting the cxmanceofthis product l� � � ' 8a 1Y � P� Pr sealed byIdalmis Ortega, P. E. (Test report revised on 02115116) along with drawings and installation die of 1 slid' door, g -uP � !lam �Y m813� Pry 1. Statement letter ofconfonnance with FBC-3u'Edition (2014) and FBC-6*Edition TERAfVATION of this NOAwiri occur after the expiration date or if there has been a revision or change in the 4. Test report on 1) Air Infiltration Test. per FBC, TAS 202-N by Fenestration Testing Lab, Inc-, Test Report No- FTL 6337 (samples A-1 thru A-5). dated (2017), sssued by manufacturer, dated 08/14117, signed 8t sealed by Lym1 Miller, PE_ \ materials, use, and°or matmufactnre of1he product otprocess. Misuse of this NOA as atnendatsement of any product, 2) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 12/06/101.. signed and sealed by Jorge A. Causo. P, E_ (Submitted under N10.4 No. ll- 2. Statement eruct ofna financial interest, dated 04118/17r issued by manufacturer,�gned for sales, advertising or any otherpurposes shall automatic ally terminate this NOA. Failure to comply with any 3) Water Resistance Test, per FBC. TAS 202-94 0107.09) sealed by Lynn Miller, P.E. section of this NOA "be cause fortemimation and removal ofNOA. 4) Large I+ mile Impact Test per FBC_ TAS 201-94 3. Letter of lab compliance, part of the above test reports. ADVERTISEMENT: The NOAnunber precededby the words llhami Dade County. Florida and followed by the 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. CALCULATIONS 4. REK Test Proposal No.17-0387, dated 05105117. signed by Ishaq Chanda. P.E. e iratkmdatr be di to ad,.w isin laeratute- If ontionofthe NOAis ed. then it shall be xp �' �� � $ �'P ��+ Forced Test, FBC, TAS 202-94 � �Y � 1. Anchor'verification calculations and structural with FBC-2014, analysis, � o done in its entirety- slang with marked -up drawings and installation diagram of vinyl sliding glass door, prepared pied by PGT, dated 11t9d Sand lalast revised on 02115.'16, signed and sealed by G. OTHER INSPECTION: A co of this entire NOA shall be rovi�ded to the user b e manufacr user or its distributors and py p by Fenestration Testing Lab, Inc., Test Report No. FTL 8 49.. dated 12/04i15, signed and AathonyL Miller: F.E. (Strbmitttd tender �'1'U_ s'�'a.1tS-1210.01). 1. Notice of Acceptance No.15-1210.01. issued to PGT Industries, for their Series y w shalt be available for inspection at thcJob site at the s+egteat of the Budding Official. seated Idaln is Ortega, P. E. (rest revised on 01+04116 and 02 I III by report 2, Gazing complies with. ASTMS-1300-09. ' 557012770" Vinyl Sliding Glass Door (Reinforced) L.M.L'". on 04114,121_ ll ) — 8 This NOA revises & rents NiOA#20-04!9.05 and consists of thispalce 1 and evidence pages E-1. E-2, E-3. E-4. �; L �, fi,� C W, m E-5 & E-6 as viren as approval document mentioned above. Islraq L lea, P.E. ItLaq L C'Landa, P.E. � Ishaq L Glenda, P.E. Q •`—, v � ntation was reviewed by Ishaq L Clsnda, P The submitted dacut�b.E. Product Control Unit Supervisor Product Control Unit Supervisor Product Control Unit Superviser NDA No. .1-0.:.43 NOA No. 21-020.9.03 NOA NO.:1-0.05.03 NOA No. :1-0203.Q3 C Expiration Datet April 14, 20.6 Expiration Date: Apri114, 2026 Expiration Datet April 14, 2026 Expiration Date: April 14, 20.6 Approval Date:Marrh 2$, 2021 Approval Datt: bfare>i 25, 2021 Approval Dater Nfarth 16, 2021 App '' 1021 Approval Date: lbinreit ,a, °' Pahl E-1 E-. E-0 d r° c n E , PGT Industries, Luc. CGI Windows and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBINUTTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPT,AIrTCE: EVIDENCE SUBMUTED 2. Evidence Submitted under previous submittal E. MATERIAL CERTIFICATIONS (continue) ( 3. New Evidence Submitted 5. Quanex Part Super Spacer Stag d comply, inZ; with ASTM C518 Thermal Conductivity A. DRAWINGS 0-881 BTU-ia? hr.-#1 -T, ASTM F 1249 'VTR Pass, ASTM D3985 Oxygen -Pass, ASLM E A. DRAi11NGS 1. Drawing No. MD-5570.0 Rey- B. titled "Vinyl Sliding Glass Door NOA (I.M)". sheets 2190 I.G. Durability No Fog -Pass. (Subrrtnted under pretions N0-4 Aro.1M4, 09.05) 1. Drawing No. NID-5570.0 Res- B. titled "Vinyl Sliding Glass Door NOA (l-M)', sheets 1 1 through 21 of 21, prepared by manufacturer. dated 10,05i15 and last revised on through 21 of 21- prepared by manufactuter. dated 10/05/15 and last rmised on 02+01i21- 04,1220, signed and sealed by A- Lynn Miller. PE- 6, Quanex Part Duraseal comply* g with ASTM C518 Themnal Conductivity 2.22 BTU -in./ signed and sealed by A_ Lynn Miller, P.E. hr_ ft? °F. ASTM F 1249 WVTR Pass. AS71M D 1434 Argon P Pass, ASTM E Note: revisionconsists replacement of same existing installation screw with flat head_ B. TESTS 2189 LG_ .Durability No Fog, ASTM E 546 Dew Point Dcvelopa�tt -20eF in 48 hrs. L Test reports ow 1) Air Infiltration Test, per FBC, TAS 202-94 (Subm tiled tender N0 4 No. 15-0409.05). 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 - Vision Extrusions, Ltd_ Parts complying with PVC-1wiAAA 303-13, Vohn nary Specification B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Polyvinyl Cblaride (PVC) Exterior Profiles for Vision Extrusions, Ltd. VEX-1 by 1. None. 4) Large Missile Impact Test per FBC. TAS 201-94 AAMA FenesMon Exterior Profile Certification Program. (SubmWd tender 1A04 Na 15- 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 0409 S) 0' C. CALCULATIONS along with marked unetp drawings and 121lation diagram of all PGT Industries, Inc. $_ Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. 1 Nane- CD represeutative units listed below and tested to qualify Dowsil 791 and Dowsil 993 silicones. (Subwifted tinder N'0.4.''Vo.15-0409 05) D. QITALrI ASSURANCE prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Extensor Profiles for Visanu Extrusions. Ltd. VEX-1 by Fenestration Exterior Profile 1. -Dade Department of Regulatory and Economic Resources (RER). . D FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09;`03114 .AAMA Cn FTL-20-2107.1, PGT SGD780 Aiumi urn Sliding Glass Door (unit 7 in proposal} FIT.-20- certification Program. 2107.2, PGT CA740 Alum Outsw ing C:asemeW Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Euergi Fenestration Solution, USA, Inc. for; E. MATERLAL CERTIFICATIONS m 2107.3, PGT PW7624A Ahtiniuum Fixed Window (unlit 9 in proposal) and FTL-20-2107.4. their `Tan 3040 & light shade (non -white) White Rigid PVC Exterior Erd•utsdons for 1_ Notice of Acceptance No.19-0305.02 issued to Ktuaray America, Inc. forthcir PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07113120. all signed R'indows and pools'", expiring on 02+04 21. "Trosiifolt i7itraclear, Clear, surd Color P1�B Glass Interta cers", expiring on 07148,-2'4_CU C)antd sealed by Idalmis Ortega, P.E. 11- Notice of Acceptance No. 1.8-0122.02 issued to Eta Fenestration Solution, USA, Inc, for 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. for their � — their series -AlUe Rigid PVC Exterior Extrusions for NA"inflows and Doors", expring on "SelntrvGlast. (Clear and Ulke) Glass InbiUvers", expiring on 07,04,23. 0- C. CALCULATIONS 02t29/23_ 3_ Notice of Acceptance No.18•-1106.10 issued to Vision Extrusions Limited for their `Brown O Q 1. Anchor verification calcuatmns and structural analysis, complying with FBC 7* 12- Notice of Acceptance No- 20-0.203.03 issued to Energi Fenestration Solution, USA. Inc. for Coster] (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows Edition (2020), dated 0412120, prepared by nuanufactuteer: signed and sealed by their `Bronze & fight shade cap created White Rigid PVC Extelior Extrusions for their rend Doors", expiring on 09130124. U Anthony Lynn Miller, RE and Doors", expiring on 0411625_ 4. Notice ofAceeptanm No.19-1106.11 issued to Vision Extrusions Limited for their series 2. Glazing complies with ASTM. E1300-04, -09, -12 and 46. " VE 1000 Tan 202 and lighter shades (Ilion-t'1✓WO) Rigid Cellular PVC Exterior � D. QtT ALITV ASSLTRXNCE F. STATEMENTS Extrusions for Windows and Doors", expiring on 12-129121. � O Mann -Dade Department of Regulatory and Economic Resources (RER). 1. Statement letter of conformance to FBC 7a Edition (2020). dated 0422-20. issued by 'acturff, L rnam signed and sealed by Anthony Lynn Miller, P.E. F. ST.ATF31En'TS E. 3LATERLAL CERTffICATIONS 2. Statement letter of no financial interest and of independent, issued by maautfacturer, dated 1- Statement letter of conformance to FBC 76 Edison (2020), dated 02/0V21. issued by � I - Notice of Acceptance Na.19-0305.02 issued to Kur•ar as America, Inc. for their 04,118,Q20, signed and sealed by AnthonyLynn Miller, P.E. mamufacttmer: signed and sealed by Anthony Lynn Millet; P.E. C/) "TmWollt Ultr•aclear, Clear, and Color PVB Glass Interlayers'. expiring on 3. Private Labeling Agreement document between PGT. dated 03/30115 and signed by all 2_ Private Labeling Agreement dated 03:10821 between PGT Industries, Inc. and CGI CIS 07/08;24. involved parties. Windows and Doors Inc., signed by Dean M. Ruadr, P.E.. V.P. Engineering, on behalf of � m 2. Notice of Acceptance No.17-0803.02 issued to Kuraray America, Inc. for their both companies. Q "SenftyGavt (Clear and AVhite) Glass Interlacel•s" expiring on 07-NO-3_ G. OTHERS 3. Notice of Acceptance No. 18-1106.10 issued to Vision F_xt usions Limited fof their "Brown 1. This NOA revises NOA# 17-0420.06 (PVT w/CGI) and updates to FBC2020 (7*Ed1don), G. OTHERS � Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 04,21,21_ 1_ This NOA revises & renews NO.A# 20-0429.05 (PLA w/CGI), expiring 04114,26. for Windows and Doors". expiring on 09130124. 2. RER Test proposals #19-I155 dated 0111020 approved by Ishaq I- C'handa, P-E, expiring 2. 31ge current associated PL,.4 CGI file #21-0205.0L elq ing 04114,16. O L 4. Notice of Acceptance No.18.110Cr.11 issued to Vision Extrusions Limited for their 0411+21. L� w series VE 1000 Tun 202 and lighter shades (y, on-R'hite) Rigid Cellular PVC f hh �, M Exterior Extrusions for Windows and Doors % expiring on 12/2912 L 9 S q ++ , I ? k. Ishaq L Clouds, P.E. F Z Ishaq L clkands, P.E. J Ishaq L Chad*, P.E, Product Control Unit Supervisor Product Can" [sit Supervisor Z Product Control Unit Supervisor NOA No. 21-020+.03 NIC A Nip. 21-0206.03 Q NOA NO. 21-0205-03 Expiradon Daft : April 14,1026 Expiration Data: April 14,2026 J Exoraden Date. April 14,.026 Approval Date: March 25, 202I Approval Date: llfarth 25, 2021 a. Approval Date: Ifarch 2.9, 2021 E -3 E -6 E -4 SHEET N0. August 10, 2022 PA 1.4 CU CO O O U O MIAMMQADE MIAMI-DADE COUNTY CU d 0 0 t�l PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC C CC DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADME41STRATION DIVISION Miami, Florida 33175-2474 . 10 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - a � U NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv CU O -c Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 C CU 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS O- CO LL Satinet, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of Co C :}.. O > prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast ", "Lintel 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. �� " 1, dated 03/24/03 and Drawing No. LT4612, titled Cast -Crete 4 ", 6 & 12 ' Co 0 O SCOPE: -Crete 4 6" & 12 Safe Load Tables'; sheets I throw h 3 0 3, prepared by f g f P 1 LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets I Lintel Safe Load Tables", .sheets 1 through 3 of 3, last revision dated 06112114, all .Cn — � CU CD This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision 91 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. on 08/19/14. j. to O Z � CCi Q, The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March Il, 2008, all signed and sealed by Craig Parrino, P.E., on CU .0 Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and B. TESTS I. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared 1. None. C. CALCULATIONS Section (In Miami Dade County) and/or the A14J (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined, by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig ll. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting Environment, and Regulatory Affairs. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f P g p P y g E. MATERIAL CERTIFICATIONS This induct is approved as described herein, and has been designed to comply with the High Velocity Hurricane P PP 8n P y g y Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER I. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and .sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E, certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1None. . B. TESTS "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by I. None. County logo. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1None C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS . . 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. mi any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURNCE A E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. B �ami-Dade County Department o Regulatory and Economic Resources RER Y ty pa f ry ( )' 1. None. eW"3 the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance ice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER ,o V.V- INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued b Cast- P � g Y shall be available for inspection at the job site at the request of the Building Official 1. N°ne• Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. °� 0 LAJ This NOA revises NOA # 19-0130,14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E4 and t1 ,D P�'-41-1�= a- e N E-5 as well as approval document mentioned above. elmy A. Makar, P.E., M.S. elmy A. Maker, P.E. M.S. G elmy A. Maker, P.E. M.S. = L The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pr uct Control Section Supervisor Pr uct Control Section Supervisor Product Control Section Supervisor o ,/,� NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 # e Q hit t-3 it Expiration Date: 09/11/2023 JAPPROVEDi Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 0810lZo2o Approval Date: 00/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Page - - E-3 Y, o w nu o y d sy E a Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS I. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- (n Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. � Ca 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. c) 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables" sheets 1 o Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last L� _4 .0 revision dated .tune 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019. B. TESTS 0 I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE m 1. By Miami Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. O C6 L� w { ✓ 14— Q e my A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Z J Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q J Approval Date: 08/20/2020 Approval Date: 0100/2020 a E-4 E-5 SHEET NO. August 10, 2022 PA 1.5 1 L E P'RODUCTEVA� AATIONRPO LN0.20,0720,61 2 IraD n)CT EY E.IjA1WAJEP()H•r No.2DdM= 3 CQ INc_ 1 L EC4 INc. T1lLIT TESTING B ENIdINE@AINO COMPIANY _.__ T T: �-�8- REPOR S Large missile Impact and fatigue load tests were performed under Protocols TAS 1 R B !+Ii4T.�R e.U.�HAa„eGTERiSTIG$ ANp �tPECIFIC , TIONS: Shall be strictly In accordance with General Notes and Components indicated on TILLrr Tesrinlo a entolNeeatlwG ooNlw►n1Y . ----- ------ WAT TRR A. TILLIT )R., P E filteco@aol.com . l.cnm ML P.tl, Llm�w .NO 44147 201, 203 as par section 162t3 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 2t3, of Product Evaluation Document (P.E.D.), drawing WALTFAA. nLL1T, M, P.E. tlll0oo(�Iwl.Com P1i,9DUC'�: EVALUATION REPORT PI•P•r I,Lwr.No Mta' rL EA L ,P-Hw. RT19 as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of +LEA. LWANNo, 0"],I° Testing, Inc„ Reports # 96-569 dated 08109/1996, #96-570 dated 09/1811996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, PRODUGT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and REPORT NO.: 20-0727.02 # 2126 dated 10/06/1908 witnessed by Gilbert Diamond, P.E. and Report No. 7..UM ITATIOUS AND CONDITIONS Oj _M- DATE: July 27, 2020 REPORT NO.: 28.0728.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: shutters DATE: July 28, 2020 y QMetallurgical,Inc..on Tensile teal report No. 9CM-197 by Idated March 13, ZOOS, sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT SUB -CATEGORY: Storm Panels PRODUCT CATEGORY: Shums signed and sealed by Frank Grate. P.E. prepared by Tiltaco, Inc. and signed and sealed by Welter A. T1111, Jr„ P.E. PRODUCT SUB -CATEGORY: Stone Panels 2.3. RUCTURAL ENGINEERING CALCULA33ONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind bad and panel defined on section 1620.2 of the Florida Building Code. MANUFACTURER length based on rational and comparative analysis, and in accordance with 7.3, Product shall only be Installed Into poured concrete, concrete block, and MANUFACTURER.• 91oE1P . 4800 S.W. 51 Street 4500 S.W. 51 Street section 161 a of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/03/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E. wood frame sbucturea. Davis, Florida 33314 Davis, Flarids33314 1. PURPOSE OF EVALUATION; L MISSILE IMPACT RESISTANCE• Product Evaluation Report prepared by Waiter A. Tlilit, Jr.. P.E. (Florida License 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. T1111% Jr., P.E. (System Large misello Impact under section 1026 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, inc. (Florida CA-0008719), This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 111#11 ,, 10 4 19 6 l ID # 1908) to the Global Protection Products, LLC, Rule Chapter No. 81020.3, Method 1 D of the Florida Department of Business sod �VVIND LOADS RRRRR�$I +++++I" �F??!: T?<C�T Method 1 D the Florida Department of Business and Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind �� �, t To— CEN 4/ :' v Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, 16, 19. 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No. - , '� 44167 .' This product Is being Issued an Evaluation Report as described herein, and has been verified 9r compliance to accordance with h the 2020 Seventh EdRion of the Florida Building Code, arc! to verify that the Product is for the purpose Intended 20-178. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 1, _ 14 S'� , >* i * r been verMed 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 lealsl equivalent to that required by the Cade. 14, 15, 1 T, 18, 19H 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), STATE OF tr at least equivalent to that required by the Code. drawing No. 20.176. g ; r tJlr ., 10R1p .: This Product Evaluation Report shall be subject to review and revision In case of 5. INSTALLATION: N�0NA1,>!N" This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions a Building Code change that may effect its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMIT[Eb- 2.1. PRODUCT EVALUATiON 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 TCL p 1lTI T ECO ADMON RECORDS l P. I. REPORT.20 1 GLOBAL PROTECTION PRODUCTS, LLC +20 OAOE "YANOW STEEL STORM PANR+ ORWO R 20•1 rS 1 REPORT 02D-Or&OT 2. EVIDENCE SUBMITTED: , -UMEI4T_(P.E.D.1: Drawing No. 20-176, tilled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 28, of Product Evaluation Document Xy, PRODUCT EVALUATION DOCUMEN7"(P UQ, sheets 1 thru 26 of 26 prepared by 7ilteco, Inc.; signed and sealed by Wafter A. (P.E.D.), drawing No. 20-176. Drawing No, 20-178, titled "24 GAGE GALVANIZED STEEL STORM PANEL", Tlllit, Jr., P,E.; dated 07/28f2020. This drawing Is an integral part 04111411, Evaluation Report. w,Ll) Iu1NNpp .M�,cP �. 711E/j✓ sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Waiter A. Tlllit, Jr., P.E,; dated 07/27/2020. This drawing is an into +�( I ! Is 01',-&R A 7� %� ' � ' ��GEN Evaluation Report. ,P,% .� 1, N � T, , ��CENs - tP -� �� ' F �' ,__ c� ''�cEN � Sac '' . F . ,E r �` TS No, 4416I , �'-e� * J * _ � .--- 4A 187 7%/ �'s P3� * ' * •: ___, 1I 1— "-'�-i?oi167 ��,' �►X�. ' �� r ,f l ro STAGTEOF ` 9i e1 ' F( IOa , Tt '*z — i ., STATE OF. �10RtDP OTlr ? F RIOP .- kid 6355 N.W. 36th Street, Suite 305, Miami, Florida'1316)6 - Phone: (305) $71-1530��f> ,06,tlf �\i991 'ti rF'' 6 (c yp"h S� QWA� N�`N��� fir' .•' � 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871 l ��Ojtq(3�U\ -1531 I01,NNUt' !A!)I/IIIIIH1t1t1 gENatAL . 0alo-a-me" IL7m sORu IIIan STOW PANEL SHOWN ON THIS PRODUCT rALI ATDN DOCUMEM I,PE'.0) HAS BEEN VVIOTO rOR COMPLO14T IN ACCORD"( WITH THE ?020 Oth EDITION) OF TILE FLORIDA BUILDN4 CODE DESIGN WAND LOADS SR1t1 BE OETERMWD AS PER SECTION I520 OF THE A1104 MENTIONED CODE. EON A WAND SPEED AS RD"" BY THE JUR/SOICIM WHRE ETHESE SHUTTERS WILI BE INSTALLED AND FOR i OMfC IONALITr c ACtOR Ka-o.es. t51A4 ASCE 7-1E AND GNUL NT fJREO IMF MAXnuM (A D ) DESIGN NT[SSIXK RAtNGi XDICA TSHEETS TtR12. t. 15, 16, TO a 70. IN ORDER TO MILE. THE ABOVE CONDITION, LLTIWrE DESIGN WIND LOADS OETERMTNM Pip ASCE 7-I0 SHALL BE P RW REDUGC° TO ALSO. DESIGN WINO LOADS BY MULN-LYPrri INN BY 06 IN ORDER 70 COMPARE 0111E W/ YAX (AS.D) DESIGN PACS%ME RATIOS INDICATED ON SHEETS 7 THRU 17, I., Is. to, 19 a 70 IN TAIDER TO VERIFY TNT ANCHORS 13N THIS PC D AS TESTED WERE NOT LMN STRESSED, A 13X INCREASE AN ALLOWABLE STRESS Too we LIMOS WAS WL USED N THEIR ANALYSIS. FAMKERS sMC°4 TO wow HAS BEEN OCTERMINED IN ACCORDANCE WITH N . . 2018. STORM PAWL'S NXOUALY FOR IMPACT AND WIND RESISTANCE RAS BEEN VERIFIED M ACCORDMCE MtH SECTION 1626 OF THE ACIDIC MENTIONED COW AS PER HUMICA' W ENGINEERING OrTESTRIO INC REPORTS 96-661. 96-570 B 96-T3° AND FEHEs1RAPDk NESTING LAR IC., REPORTS 02032 a 0212E , AS PROTOCOLS IAs-�201. TAS-202 AND TAS-703. AS WELL AS AWDOCAA TEST LAB OF SOUTH FLORIDA REPORT 00219.01-09, AS PER TAS 201. TAS 202 AND TAS 203 STANDARDS. I ALL ALUMINUM EXTRUSIONS TO BE 0093-16 ALLOY AND TEMPEt (UNLESS OTHERWISE NOTED). SEE SHEET 2 3 ALL ALUMINUM SHM METAL USED At CLOSURES !WALL HAVE 3105-H14 ALLOY. A ALL STEEL SHEET WIM PANELS 5HW.L HAVE SMACrURAL OU AU Y $TEEN, ASTM M653 CRACK 30 YHIMUM, 0-60 GALVANIZED S1Fi DESIONARON W//Y- 56.3 I.I (AFTER ROLLED). 5 AL SCREWS TO BE STAINLESS SrEa 3G4 OR J I O AM SERIES OR CORROSION RESISTAW COATED CARBON STEEL AS PER TAN 50018 W/ 50 4, YCLO STRFNGTM MID 90 Mu TENSILE STRENRH A SHALL COMPLY W/ ROnDA OMDRK CODE SECTION 2.IT,,.3.4 B. BOLTS TO BE ASTM A-307 CALVANIEM STEEL. OR NISI 304 %'Ad.% SIAMLESS STEEL, M% J6 1-i MINIMUM YIELD SIRENO7N 7 AFCHORS TO WALL SHAD RE AS FOLLOWS (A) SD..LL1S1)NG..EQW=.XQW. t7E 1/4'0 TAPCON ANCHORS AS MWUFACTURM Wr IT.W MADti, INC. (MN, I'T.+3192 Pa.) '14' R . '7/B' CALK-N ANCHORS, AS MANUACIURED BY CCMALT NC- (MIN rr Y= Pr.,) - 1/4•. , )/4' SOUO--SE7 ANCHORS. AS °ISTRISVI'M BY µa PONT SCREW, BOLT 6 SPECIALTY Co (urn I'P-= P...I.) - /14_10 PINELMATE IEMALE I1 A PAWIMAtE PLUS ANCHORS, AC MANUFACTURED IfY ELCO CONSTRUCTION PRODUCTS. (YIN r,""So P.A.-.) 1/4•. CF TAP -GRIP ANCHORS. AS WNIJ(ACIURED BY 1Ru-CAST CORPORATION (1'.,.3600 P.N) A1) MINIMUM EMBEUMENI OF TAFNN ANC4005 INTO POUREE, CONCRETE SIIALL BE 1 3/4' 2• tOR PANELWTE FEWE D AMC PAWbMTE PLUS A90 1 1/4- FTR CF TAP- GRIP ANCORS A2) CALK -IN a SOLID-5CT ANCHORS NULL WE DWVMO 7/8- INTO tHC POURED CONCRETE ND EMIOCU MI WIG SMCGO SHALL BE PEIIMITTED, 1/4- .-20 SCREW:. USED SHALL BE 1 1/2- LONC MINIMUM SIOULD STUCCO EXIST, W I' MINIMUM FOR WAYS WITH W TIUC'CU. AND MAY RE HEADED SCIRFM CIE ALL THREADED SCREYF9 W/O HULLO. am WITH •MUG NU78. A3: N CAST THAT PRECAST STONE, PRECAST TANGRETE PANELS. PAVERS, STUCCO OR W000 BOARDS K FOUND ON THE EIUSTNC WALL OR FLOOR. ANCHORS SHAL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BD49D SUCH PANELS ANCHORAGE ORAGE SOIL RE AS MENTIONED IN A 1) AND N A 2). (a) TD E._ A�.!IHC CQtlriYS B.EmL.a&I ADL-C.:" - 1/4' 11APC'ON ANf:NOR$ AS MANUFACTURED LN 1 1 W BULDEX• INC - I/4• .. 7/B- CAUr-N ANCHORS. AS MANLRACTLIRE' BY DEWAO ,INC. C (ITI'—1500 P.., ) - t/A-. X 3/4• SUUO-SET ACIIOWS, AS 061ROUTM BY ALL POINT SCREW, BOLT a SPECIALTY CO. (MIN. I_IaDO P.I.) - 01/-I0 PANFLAATE FEMMA D AND PANELW/T PLUS ANCHORS. AS MANUFACTURED By ELCO CONSPAK:T" PRODUCTS (MIN ra-2071 P.I) i T/4' . CF TAP -CRP ANCHORS, AS MANUFACTURED Of TRU-TAST CORPORATION 81) MINIMUM EMBCOMCNT OF TAPCON ANCHORS, ELCD PANFLMMTS AND CF rAP-GRIP ANCHOR. INTO TIC BLOCK UNIT SHALL.A 1 0/4' :• 0,2) Cµ4-IN AT SOUD-SEI ANCHORS SHALL BE EMBEDDED T/a' INTO THE CONCRETE BLOCK UNIT. No N INTO STUCCO St1ALL BL HA PERWnED I/4' •-20 SCREWS USED SHALL BE 1 1/2- URNG MINIMUM SHOO Co EXIST, AND I' Milk" FOR WAU.S WITH 40 STUCCO •Q-. I 0 3) IN CASE THAT PRECAST STONE. ON PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS K FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH NHL MAIN STRUCTURE "NO SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN $.I) AND IN 11.2). (C) )0 EXIIrNC WS1g0_ tWL4ffS1X..W1&M_« _- Ogg MN. I/4-0 TAPCON ANCHORS, AS MANUFACTURED BY OW BUBDEX, INc' ,4-t 0 PANELMAIE FER NI W AND PAN[EWTT PLUS AS AIIWU' N � ANI:IHORS. AC1UR[O IFr EI.CO CONSTRUCTION PRODIA'TS - T/4'. uG SLTI[WS PER N.0.5. - 7/To'I - 5/8• WOOD BUSH". AS DISITIOUTED BY ALL POINT SCREW, BOLT a SPECIALTY to C 1) MINIMUM THREADED PENETRATION INTO W00o O 7APCON ANCHORS SHALL BE I I/7' Aft 7- F-OR FLCO PANELMATE PLATS AMC PANEIWLE PENNA Q C.2) MNNAUM THREADED PENETRATION O IAC SCWWI, INTO THE WOOD FRNIE LIANT SHALL BE 1 1/2, NO rH*EA= PENETRATION WID STUCCO SAµ: BF CONSIDERED AS PART OF THE REQUIRED r4READED PENEr PON C 3) MINIMUM EDGE DISTANCE OF LAIC SCREWS. INTO WOOD SHALL BE AS NOCAMI) IN THIS DRAWING C 4) MMMJM PENETRATION OF WOOD RUSHING SHALL BE 5/8• 1/4' 0-20 SCREWS USED SHALL RE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. AND 1' M0dMLRA TOP WALLS WRIT No S'1UCC0 C 5) M CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS °r. FOUND ON THE CXISPNC WALL, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN SIM97URE BEHIND SUCH PANELS ANCHORAGE SHOW. BE AS MEN *Wr IN C 1). Cl) A C 4) (0) ANCHORS SHALL BE thSTAL1ID FOLL01111NG ALL OF rHE RECAMMFNOATONS AND SPEC6IGATLONS OTHE ANCAOR'S MANUFACTURER a PAWLS MAY L30 BE INSTALLED HORA:LNTALT I ouoWING UDALAArIOh DETAILS 5110WH ON 5[ tIO0 7MRd; 10 c 3 GM SHEETS ( THROUGH 6) IXCEvr THAT HIEADERa Q: a ® SHALL NOT BE USED 9 a SHALL OIL THE RESPOk9MUIY OF THE CONTRACTOR 10 VparY THE SOUNDNESS OF Tr$ SMUCRAWE W/RRE SNUREI LS To BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SM4M SHALL ORY OF ATTACHED TO COKREIE. BLOCK OR WOOD FIMME tRALDANGS. 10. EACH RECULM STORM PANEL MIN LENGTHS OVER V-9 THROUGH 12'-4', AS PER SECTS 6. B. 9 ! 10 AND µTERhIlTMS OW. 9W W IOW ON SHEETS 5, 6 a 12 RESPECtW1Y, SHALA HAVE A LEGIBLE AND READILY N51111 MARKING INSRIUCTINO OWNER OR TENANT TO SECURE PANELS MTN APPLIC M1 WINFORCEIAET/1 CURING PDWGS or MRWICANE WARNING I, 04, INSrALIATON CONTRACTOR IS TO SEAL/;AULK µl SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTNUDUS CONTACT VAP, THE BUILDING TO PAEVENI MIND~ INTRUSIDN, 12. STORM PANE. INSIALLµ N SHALL COMPLY WRIT SPECS INUICArIM IN THIS GRAINING PLUS ANY BUILDING AM IONNC REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED to I (a) THIS PRODUCT CVALWITON DOCUMENT (P E D.) PREPARED BY THIS ENGINEER IS GFWJWC AND ODES NOT PROMDE NFOFI A TION TOR A SITE SPEEPIC PROJECT, ,.. WHERE TIME STYE CONUMONS OC MTE I'MM THE P.E.D (6) CONTRACTOR TO BE RESPONSIBLF rOR THE SELFCPON. PNRCtIASE AND PWALATTON INCLUDING LDT SMETY Or THIS PRODUCT 84 O ON THIS PIo. PROVMD MVSHL DOES NOT OLSAATE FROM PIC CONOITTOMS DVALED ON THIS OMLPXW CONSTRUCTION SAFETY AT SITE IS THE CON RAL'FOR's AMPONSMON (F) THIS PPQOLV EVALUATION DG:UMM WAA BE CONSIDERED INVAUD IF MO@nED. (d) SITE SPE'CWIC PROJECTS SHALL HE PREPARED BY A FLORIDA REGISTERED Er GrKER OR ARCHITECT WHICH WILL BECOME W EW44EER Or RECORD (E.O.R.) FOR THE PROJECt AND WHO WILL RE RESPONSIBLE FOE THE PROPER USE OF THE ►.E 0. ENCI CER OF ACCORD. ACTING AS A OCLEGATED ENGINEER To THE P,ED ENGINEER, SHALL SUWR TO THIS LATTER THE SITE SPECIFIC CWWNOS FOR REV,EW. (a) THIS PL.O SHALL BEAR THE OAIE AND ORIOIIµ SEAL AND SIOhATWW OF THE PROFESSIONAL ENWNQR Or RECORD THAT PREPARED IT ,N. 94UMN MOUFACTURM'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER N ACCORDANCE WITH ACTION T701.9.3 Or FLORA BM.DNG CODE ONE LABEL SHALL Of PLACa° rOR EVERY OPENMI IAKIIW TO COMPLY MIN SECTION I ID9.9.2 OF TE FLORIDA 91.111LOING CODE THIS DRAWING SHALL ONLY BE USED TO III$ I DOWN PERMITS INTHE STATE OF R,ORIDA .1J_ ✓ - FLORIDA BUILDING CODE (Mob V.loenY Nurrlee INSTALLATION INTO EXISTING DETAILS POURED FOR REGULAR PANELS CONCRETE OR CONCRETE A SA BLOCK STRUCTURES (31,11 ANGII04 RICIRTE ANGNaf_- OOMCNVRSIDI AIKSIaa EE[ 9CIROIR[ a .H[[/a • T,ATOIOAI n -.. , t0..._ CONCIIEf[ AIRAORS .l11DS I TI.OIlaI /1 ,- EXifi1AC POURED \ ,, 4 �t7s j� COIKREI II[01IN1(D, �.L,L,�'W/ S to a nd"L Ha a) .. I� , LOUSTING POIMEA I GONERIE �E01iM1E0, ^ 1•-+ -• \ a i1lnA,w°M q , Y- •• aA We •' `. ..' '-T T' Mw-- ,�F"t• Mtn..-..._W//�7 ,■ ''` 1/7 P�/�'A - , IY- ' 6a sari IE _ __ , ! .. _.___.. fxb. /1 )c ors. IA \ - ------- , �L�/,- 1 t ^ E.D.01° 1 .:I E� ® MD i is 1 1 t v p CONCRETE ACOURED..: I olw. ,- 1 ',. 1 6..A I O" PA �t, .. • '1�� 1 �, a, I I I 9 l ! 1 � �.. .. 1 ,QUO - I awl., �,; � .: _ , .0 b a nt .�W 1 E 1 0 m 9XIIIXH , 1"11 + �M" A t EERY Mm'. a I ROW IRO . v ,/r at 1 , ,/r oc t < I RnAArt. -1eR4„ttiym,rALf 1 IRM'a Y 1 1 ant I T 9'A®M[ ar {�� ) I ...�-� a I 1 I 1 , . J q ire V 1OM I F--EMft{p MIWYIW- f/�� 10 i y .vL"",µn"H' I e I / a 1 9 . I 1 M 1 I 1 O I I 1 1 t I 1 1 © 1 1 I I , ;,r <, : / f 1 i 77 1 L.A V ,. , 1 i�W�.Els• f f ) 1 nifty ; r a ,11O.a 1i rwa �- G,A p E%STN6 vOJR(() . f.D. CONCRCTC OR I , pp • 7 �6 I ' I a.,. 1 ,7 TLC' a FJ E�'D 1 EXISiNG POIMEO I P, EXISTING POURE9 E D la I/A' tlC L 1 r CONCRETE EWCN REAILRED t •. 1 . ,l ,h' of 1 r aCN ?. .. _---....--- N - -- - u �C 1 or, I r• ,... CXSTWC POLM[0 4• .._ - .-I• J ,- Wn 1. . I C J3/. ,; a Yn. r "_.PA/�,.Ati,(':�'f����� ��.�1� wb �,,/ �- 7TAGOO(a At STUD -" - 0A Otw ��[t a„ =CONCRETE.--{D. Nzr soda =Top \� �/��J jyA � I'- •'."�E tatd10 Nicola � `•+ 0, (SM SURaAt ON V War6 . t11U r .) ,• ON ANDS a 1t.laLlol f7 iiA lira ArHwaaaiH p 4H. t . WC SHOM a THROUGH .) WALL. MOUNTI CEILING All Pat SCALE 1/6-, UOUNTM BUILD OUT EFING SCALE 3/6-1•' ALTERNATE JIL4 go mouNntla frK[ /hT 1.... : - ._ r _. --T-- - I i W C.D. - EDrE, DIRANCE I _} M-91ft 1 W" t (SEE SCHEDULE ON I I 1 ( - I e. SSyRyff NOTE FOR CM904ADW OF SECTIONS: 1 1 a.l I o',C_ ~ 0 TOP B BOTTOM MOUNTNGS OW DE •11 I'll a ER N/� 'V'. `1il✓9 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION ,' :1 ' , ') , ` :. tyCEk � "' PpI'M .1. FLORIDA BUILDING CODE 10 h Vokal rluMcano Zang CONCRETE -i/4 . E D REa,sED _ �w�E1E ,.,' * :• - * S .solo ,slaw W. 20 GAGE GALVANIZED STEEL STORM PANEL NP OWN .n �J'. D1rE - *I Pion i o°M a) o . 1L E C O ' PROTECTION PRODUC154 TLC. m/aRA9Eo am, CIER)Na AIR gm wwww o > Ic .. AtD _ 1IEc. .ao. s x 61 rtRm / fVAL E f� WP r�, r to .. NYXE 0")0j-76 4 n' M4)6"-#M ,.r AA h. 20-176 SCAIF 1 B.1 1 T--1 , NrO .i,-, W WTAW... r MY1Isa w: !AL TUW/OAW IWLWR°AI- T°il .I . PL u,,. ' 0= / or" COjk(PONENTS FOR REGULAR dE LIFE SAFETY STORM PANELS (SCALE 1/2-T7 __-. . _ _... - _. _.__ .__.. _ _ 15 1W (TOTAL WIDTH)- _ .. __ - _ _. _. _ _ . _. _ - .. ___... Is 196• (TOTAL WIDTH) _ _ _ _ _, -- _.. _. ___..I _._____-_. 12.SO0- (ETFECTA4 WWN) --. -- _- _____ -_.. __. ' .. a 1/4, .-....'-___� }sp � r...._--""---—'--8250 _. _. . I ` ... r„ 3�0•--I _ I ` ,.rA , } -' - - - -' • -'• - - 1 Sao".._, • : , DAN* "RN. TRICK t 150•.-. ors 1, / - ' /. ,. SOY '� A J,,,, 44*0= STEEL I 1\ ((�. "GRAD[ S0 Tr- j'r I .. C I'�' vA1R2FD 57F[L E06E •, f!' •/ , �7' T.657` G-IO Gov. r �• 'RPM HEMMED ASTM A-413 �" 2. 4, - 2. 2 `_ - EDGE TYP \ -R 70 .A.A/UM DRAB L. / 2 1 Tom. OETa< L-T 1 4-s0 rxv. '1 t.➢E7AIL a \ dale l- LJRTAl A � .8e lI ... __.-______.... _______ ___ -.. .. _ _. F -.. .. - 1.3- _-. __.._--6.200- _.__.--.---1- t.350• 7 © STORM PANEL ® END STORY PANEL 2Is7•.... -- i 70'____... !.250' 2A 87' PMfl`l END LF ,.: _ 'j I _� 100- R, q �l 125' _.7r10•r 1/.-P`M t/IY-I0, 91: 250 12; 39• aB9uw/ NEMAFED ETJGF �,I 100• JW __j 1H- • yo� 16yE1F0 10 AMOt IE wau 0- `75°•� )-,- Ww Oar , 1 - I 1 » 1/9'GC. a 1/1' GG /� `�� 1WL i0.08- .f00 ).Oil'I - Y375' .wr .09r 1000' I.aOp' O P 1.900' / �0.250" �- -_^..� 2.125' A 0.1 i 7zf .IT�•1 1 ]]A4 0[TAx t)MMY[q'\. - R. a379 ) 1 ,75" : . T (j 1 1 , (.__ II ". R .0C'1! - -.5• MOP. _ ... .t.500• '�•1.5°0' i ISOMETRIC VIEW DETAIL A (� m L.-_ _ ROUNDED CORNER 0 ENDS OF PANEL'S IIAt /--2.000' .. -_ 2 000' It END U► w` TSHE) EDGE O 'h' HEADER 0 'U' HEADER 0 mr" ANGLE IIItTN STUDIT REVF= STUD N -I *An I SEE W. f. J 1/14 It 2/14 ... C3E4' ryr .374 1 , f ._ y 1 N T-407'1 063' 375• .3NM a ,770'.806' (f / i _._ t..._ .390' 18.1063'( 1.345' ��I' MRC piO041. A� .M1Y^ I 1 ) 1 ..I 1 1 I - AR .RA'-I.OBO- 7.000' (� KEY HOLE wASHER 0J 2.p00' -- - - 063• ,� _ © 'F' TRACK ANGLE O.D3B' D STEEL " .0a4• ' ruVANItID srEEE �N4'I „A++f,+f+tit"�/ YH TV low, - . 1 1 ,jF�`(.............t. I' ^._._I I,0lr y 11 vCEN'tr -? t ! -__T ( —J 37r , No.44167 c 71T ..1 Oar . yNAAC NICKEL L ED, or PANEL ��,'-�S* - STATE STATE I .. 3SD' 12S _ i s7s• -TIATm wn+c NLn , ,, .�® KEY HOLEe0 -- 2.Do0 ► AT PANE. N,0 _ - '� �r f AA A µTFA1LATNgr, IN6E wIN6 No w/011i / !�� • 7/a'b3/SY WIe1WA- DRWf *�.`� oral 6R MANEL PLAYED STEEL). .E av415"'UNI, iAa 37a .1"­Z-= ON TO' ;p 610' a.. "S71' p, ; . I.015• I 1_ __I 11. -• `(TYP.) ® ,Sa! 'F' TRACK - 750' -.. J lr' 41.-20, W. Sn= ~ S STUD RICIID TO IIIKRF � 17 1/9' 00 +.SOD• �'�I { �. 1 iiiiiiiiiiiilI..'alwivi'l INSTALLATION DETAILS FOR REGULAR PANELS CI7 dt GA END CLOS NS 09M FOR 1NSAL ,ALTION IN POINE'D CMEMM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES COMCFErE 3= OR WOW Ibl/v as VALID FOR RFXIVI' AR. LIFE SAFEiY AM E I HAN(B STORILf PAHL SYSMA -4w a P"4 we rOWLE a. �, n ,pDRS 1 •'or TE Iva a Cr ,AP -.OW •� )� �y (fa:111MI E a IN Wt`at -' ...-•: R I .cHRB,AE a a1NET...) nRns A MOIRb �.) :... ,• _- I• - I. 744 1 i — 1 SB_ DOMING POURED � "'. : 'i 3 I I.Is E.D I 1 a.A P . w ;., Ci) ' a 1 c 1 'II Wle �� 1 POURED I �i► n' ilf -- I! r W. w L AWE /' .. 4 1 EXISTING i r.a , (� CONOVE BLOCK ; 1 i CONCRETE OR I 1 I 6WA� r. 1 r •IN• r.r� -- t ,_W4 1 m- , / I-i I REQUIRED I r ., I�j( •,', aR• CASE A fPLAN1 �`P7s4Wa, U. I I ® L .-.._..,. ; . _._ _ ..-. ... - A.._ SCRiE- )%L6.T- MHPwn w _ Alra"I'�'b r,e, s 6aI�� 1 a(4-d-n w N i I yy CASE R fKAN) 1 I lM M �'I OIW,61Q,-„1 p _7 ,A' SCALE 3/16. I' 1aRABtaM at aW i Mn NN4y ,A,..���� a•A'A.a"1'-II. "�L'IWR�tI.Y F L I ,,{..N,.., W M'I.n rib'.rb•,rR'YW M r 1 ,1e 9PP(Im�YA1 I ^-' `1 .a. -Tr.* , y,' 1 ♦ 1 �YW 0 >[RW11I MH 1 tj � P ,r 1 �h V.rrl r c' ", ffi ,pp,41 ;� O'0 .I -j1 oR. 7 a 1 _(I) , ,o avot I (1 G3{ s , K J ' itIONIA Ta OAfM1 — Y. ,Iellw /'�\ I I I d r , r . ale• AM, ., 1 R I 4 IYT •- 1 ..../C ,••..� 1; ,':: ) .Y:/ i 1 ! 1 �, oR I , i r11A'�r ..-_ 1\,"" -` .%-. Y t n 1 r f ,, I I ! 1 Ile: Y!` - mlI16. aN.rsW /' E �D' �. 1 �-- OF a•.r ..r Nw.. i daTwa POURED. , coNGRE[ a '/ 1 CASE C CarcRETE OM `,, I EXISTNG POURED E ° PrA I /(MP1JLltl D (PLANT KaATt® /, I CONCRETE OR - - 1 SOIAM J/ta.,,• u J /' OWK-w a PAARLANTLI . ' 1 _ .. , RCOUIWEO. CONCRETE[AOCK ( .•; I.L ^ N-•3/4•- �,an,Rl� �'='6�" J�U ymeR,Frr1R�a��WI.Ir.P,Iy�iWwM. NW yI/Iw'APIrWIr �11 IX.4WL7E AN,CNap . , ` j -`,• YI'- IMR'�'rNri � AE AhMA a4FM Fft."aaTAP-am CON PLUS AFA RETEARC a \/.. _ e i " °M wars a THR9IP .) aK r_. INp IM {'�� ,�j` SCALE 3/9-1' SCALE 3/a. "W1WIP,HI"'�,..-"� 6.1 . F 'v\ 's` 7..r: `aAA"® Mp° \-...J p �qI 141I� bW,t4 I. - MGOUST1� a NEW I- WIDE . WUMES . 1/E' ED. - EDGE DISTANCE ... T A O O t.cK ALUM NM OR T' . (SEE SCHEDULE ON CASE F (p�� -COST" Sn1000/ PT WOOD PLA7E SPACER .( SHEETS a B W) tUtE 3/1M,' - " WOOD a" , NEW 1' WOE . VAWS, . I/e' � 1 (✓ �������e ALUM. MBE OR ,• . vMaa , I P.T woo0 PLAIT SPACER % : I TOP B BOTTOM MOUNTINGS CAN BE REMND TRAM I COMBINED IN ANY WAY TO SUIT ANY o „: �. q{ CA1CRl7E ArAOlORS ' ,J I. �..u_. tECE 9CMDULE aN I INSTALEATION. �LLE 1-,,-y�__ _ MEL/6 9 TwOLMM J ) %RACK clMt. r I 7�{�t C-�, .-,.,@ 1 E1MN, ... _a. , '.. T FLORIDA WILDING CODE 10 h Wloe NuMcon. Iona '��`� .._ DER ® 4.: tax tIAGa LPNaT1 a s'. �':'''• • YIN l,1T/1 I901II 1a .I pa taRaf I 1 2• Ian CONCRETE BLOCH :!' KIM .I HWiAWR TIN ••. 49a9e TAlaoo..1G , P. am Wall, a a A 20 GAGE GALUNIIED STEEL STORY PANEL 3 M... REOUMED TatPPf MIGHT. . • No 44167 WAN r- _ -_ ; SECTION X-X # ; * - + �� SOLE 3/e-,• -- - - -> IJ311AL PROTECTION PRODUCTS. I.I.C. a'/www oac �., SATE Os r 7'-'---�Olac. DEMIL FOR SPACERS ROUIRIE .ago S.. 51 Nam �� '• RID*, • . Y"W. ti w+. Ww)aw aTv 20-T 78 sfucco(t ."'. 6. w .T.Ia M MIM Pant: (@"MO-nW, IAA (.,.._,a.., 'Ss/ waJ�notF~19 oMl .n- o OR1IwM w N/WM/ATIR/OJE NN,NArWw I.. M ,Rr ALna MaAI W L A IIAUT N PLMy I Fly sum 6 O M PRODtICr A:VAI.I'ATION R13MT NO 211,4727 Di 2 212E 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 03111/02 witnessed by William R. Mohner, P.E., Benz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largeespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1000.1.2 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. 9CM-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 QC Metallurgical Report No. I OKMA 318, dated December 1, 201 D signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. $,3a,STRUCTURALEINGINEERING CALGIB AT ORM 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 1004 of the Florida Building Code. Calculations prepared by Tlitsoo, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. 11111t, Jr., P.E. 3. MISSILE IMPACT 3=3TAKCE: 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 RESISTANL; 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 streets 6, 9, 10,11, 13 thru 18 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gape 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. V11�1111111r - f �-,- ,6ENSF :�9 - '� - -• �n 4f 67 and; RJORiOP .,.1�1V1 1/gill I1110%1U PRnD rcT 7EVwi. )ATj()•jlj,8799RTN{2, 211•ST27.E11 3 5, INSTALLATION: Installation shall be performed stricUy in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-173. Minimum separation to glass shall be as indicated on sheets 3, 61 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. .VA .MATERIAL CHARACTER1831CS AND ISPECIFICATIONS: 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. 20-178_ 7. 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 TlReco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TtlIB, Jr., P.E. (Florida License No. 44167), President of Tliteco. Inc. (Florida CA-WO6719). WATILI D3 TILTRCO ADMON RECORDS 1 P, E. REF G&VANRlD STEEL STORM PANEL +DRWC# 1/4, 2/4, 3/4. 4/4. S/S. 7/5. 1 W/10. 2W/10, 3W/10. 4W/10, 6/5 aW/tt a 7W/i1 3' MO___ �W/10. .._ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS R / 9....... .._.__..,-3• WX 1 MIN. FOR W000 SEE SECTIONS ON SHEETS 10 a t l t' WIN ` — -..- o 0 D.M.,O. 3t),®i—) I � ( " -T--`1__1_ i T--_.1__t ! _I...1 I T T - 1--1 T- T � � ii ! II T.i f i t � � I i ! f I i 1 � � I -1- i i _ i I _ I 1 _1_. _1 I � � I .. -i , 1 T T 1 T -� r j' r F ; ' _1- } - A I If I; I, Ii ' I I 1 � i I ! I BOLTED PANELS W/ 1/N-20.1' �(9�SEEDCT PAWLS AS I t i '�. I.S.iN.S. SOLT W/ 7 B' . 3/37' APPLICABLE) ! ! ! WINOWTS O EA I I ' (SEE SECTIONS AS AIN'L.CAaIE) I : I t I I , i ,1 1 �� I iIill D.M.,®.®• 4U.+ O+©•0+® ' - s LEA` I 1/4, 2/4. 3/4, 4/4, 5/5. 7/5, -I.WW 1W/10, 2W/10, 3W/10, 4W/10, 510I eW/11 At 7W/11 . ,. . .. . ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS S a 1... . .._._. . .. FOR WON SCE SECTIONS ON SHEETS 10 R 91 M . A 4 1+ B\ VN 2I- (IAA. ONFfiM -t low WIMEIT r MAX ` I_ MN r ►6/s 1/-' %to. CAP INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR PANELS CONCRETE OR CONCRETE CI do 1Ca1i BLOCK STRUCTURES ED ! °R C'WNGIETE BLOCK D CONCRETE .. DIY CONCRETE BLOM REMOM : UN GNdJ; BLOCK REQUIRED 11E'OUIRE'D CONCRETE ANCHOR _--- *1 spa f ON •t}--- I \17 1. .. - 9p OM ANC-M _{ a SCHEDULE ON "r .) 4;. ATIaIIGIIa I = EbROutF ON SHEET 9) I `� __._. -._. -_1slRsu , -�E _ 3 1 G° I /� lV ..L .,,',A'.'.-, .., '' I IWA 2PWWd* ,o o F 1 ' 0 1 ,Ah, q 9 1 0 1. g 1'.., -m.,' t a:.an I I I 7 p•A . 3VI . ( n b i yy d 1 I Wr0 MR. M01 t aa IAA i - - N d dd i 6D1 S - - 111�7NN77t111 L ra a F ;. :(!_"_" N r n, y.y SRO; MWO-1 9, OF V SETS OFF 1. • 3 MAX , (' .1 i /� \Y "� Le It t 1 I1/4' MP. I-ft . _. WG/O' AOCM MIOW (SRSU K"Wt SH EV .) _Pi+Ism° rarxa as rat ISQLWm . 3 •1 'r;2T, � W/ 7/B•.3/J1" WING kUT • 12 1/r CC: CONCRETE ANCHORS (Sal XAMIAE ON SHEET 9) _ IrD{M(D wNCWETE OR AxolNllm am= RcffALLAIM xAE 3/B-1 NOTE FOR COMBINATION OF SE E.D. - EDGE OL4rANCE (SEE SCHEDULE ON TOP Nit BOTTOM MOUNTINGS CAN BE SFIEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. A 0 -- I ig Ng A a. A a m" 3' iw: - 0S• '' Md. . D.Y..®6•t® a014Rt I' . MAX , ANCICAS FOR CONCRETE SEE SCHEDULE ON SHEET R._... 3 FOR WOOD SEE SECT04 ON SHM 12 ` REGULAR STORY P(1A�_{�L-(CQ E►_nFATtON I SCALE 3/)2'-1 : 1/4' Mg. GAP ., ao?* _ 1_., I (MN L7EAM -1 I&W WELE11 11, - - --- ECgOM ISCH ANCHORSN- �. ;r ... ..._. _ .. _ __. _ _ .. . trio., ."D' °" �\ ' Y�Y' �1+ , t /4' MY. I Wan a�ES3-v . __..___.. Ma, ___ ANCHORS TOR CONCRETE SEE SCHEDULE ON SHEET 9 .. FOR WOW SEE SECTIONS ON SHEET 12 2.87, �1 �� � . 1 3 Aft." 1,W !I I , . ,t,.!f i I -I II ! G!' ,l I I' II SOX i I _ _ _ MAX fi WIIBMOW 6..R �,40 , TNO6M a 11 I 1 i `.. I If ,a{ .0 . . I , , I' I 'i aI OF L• '0 H NI '.I 1 ; WX r. F I I I': 11 ,, ' I it 1 - t a --a N N ,= (n Cu (D V ty Q 0 O c ca -a a. C (D = -0 CIO 0-0-0 - 'V5 C 3 CC 0 0 CIOC LL IIIII.- 0 CIO > .n ) � I- a) L_ CD- � Ill- .0._CnQ d Q Z ' Ae " - a0 }`10 LAJ O ✓ O IV V G r COrA 40 W 00 k a- _; c u.- c- Q r/f _ AO O v, -ccN W=-5 ::;IC a3 W O 4�.. G O -. -Ft -3 T C I;= 1f •� �.' -= a. p CC G u 8 Cn .0-0 a) 0) s -IIESSE-110 U) =3 ICU O U) 0- CD U =3 -0 CUI...1... U a)■ Bl• V I W UJ = a Z Z Q J IZ SHEET NO. SH 1.0 i�r dE • 1 1 1 1 1 1 1 I 1 ' 1 1 1J� , , i f txNPaa AlOW4 A� j1 E WALL AND FLOOR MOUNTING INSTALLATION FOR AwNrM1k:L'' -.. _ _,•..._ ._..._ SPLIT PANELSSol -4 a .�,. A •�•� ••� IT Now 1 ,N•. Lilo# I - ,' - .N«N..�.w�af r^-•-,-r -T •--r-^-'T I �. 2' ; .._• . • 1e .•`e�O ,al G (,• ` Or>.,vmo°erlM _.) rA LOLLS NAMAN rA, .,Ia can j r r, r r • w 2 1/s• .� ' r. C .� NW � n c 1 1.�yy�6pl��ma er�rw ar fI II fl 7j{ F#AJn "OOIt r�eL / � A SGVA 1 { . l' .Aft l . 1 �I • 1 , \ 1 I m:"c6�N`P elNw AI"""a:n �r... , %`---- .w+aN • I�c..sw�� i a :aD o r�10"•'Ml4•»I_-n>...'4 ). .. _ 1 - ` l �-a�rAl, x UAP - # n AUA1 E fam" a 1N..14T7 I I I , 9s41r� xcoNtlalFy' aAoulED �a,ti i r PC r� � ..A°.'INWAS ._� 1 i i 111-�11T it 2 1 I r,.7N,'„',n�r --- ' )._ ♦ r>arr:r-tsr-rr•�-7:T-ar r.T-vl IWIr .ol .a ml MAP • (.n Paul ENIll SECTION Y-Y ypa SPLIT STORM P�L ELEVATKNI SCNE 1/4--1• OETAM ,r SCNE 1/4•-I• 7. ei,1 SCALE I/b-t- �lm�laa"AF91N) fFJ.Ao�.� MULLION SCHEDULE M.A IKRLIOH SPAN (Ft) REQ WO'➢ W. TUBE MULLION - 4 4•-r• 2- . T . I/r Qrn NM/ • . "ryy� >rON P'�1•'�R NO>K or""• 1, A4. Ill TO Ill 2- ill 1111' .. Do�wN�P RAn1Io oRKN,cD SECTION 1 SCALE 3/6-1' NOTE: MU 99D TK 119h STORM PANELS ON TOP 00 0, TOP O6 earlom or O►ENM (ONE PANEL OPINION) WJ TUTS TOP a BOTTOM) MAXIMUM A.S.D. DESIGN PRESSURE RATING •.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 'L" SCHEDULE (WLLO ONLY FOR AlOWAUAMS O PER sE n M I TMU 10. ON 114l 4. B • 0) Mel VAIVAN "A, • BOLTED P/ 1/41-mrt• $4 MS . WOW A7 MMAP ♦ ,roL WM OF PWSL MAXIMUM A.S.D. OES1111114 PRESSURE RMING (p,ml AND CORRES ONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS 1 Rr Q INSTALLATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES (4W0 oNLY IN PANELS(Do Ill MUNLAMM AS PER KCPOW , "m 1, oN seem 4 • 6) To 1 ...... r lI�\•''uGENS''•� FLORIDA BALDING 0= N) h V61oe( Ill can* Zona Mang te.No. 4187 °'0'0 rt'aO "c 20 GAGE GALVANIZED STEEL STORY PANEL# 1RM.i m ST E _'� GLOW PROTECTION PRODUM. U.C. 4•rp'•�YyO�w. ro�• .- .•7��y :'� IL E C O ENS. 4pD ER. M E6NEI •+K.CS'S�O ••`Ea / " •�-lW)M TaPool ct all (W)W"7n Ill 20-17g AF44NM NI E ItAJ"NAn4R/Wlt FA-ODDeT1e rl• �'a N4 rNiLil A TAUT i. PL n-,M OWN or el °�'47ep ltQ f[c1101"� � °0110010N raw .I6J, asA r-s a tn6 s ,H' Wloum , 11"U t a 7 .lt.6. -7!A ro Ill M". Mr. ! 3/P LAEOLwD I tIt11Y t l l .at.P. -nI >r-r ro ,t•_I• ,,.,. ! yr ' � e .-JUL -q0 tY-a' d1 LEST 7 ,/2' • •� a, I . ,0 ALUO"N AS.O. oraar 4TeNa (e.H) 1Atl"RM NgIORi 1MCeN6 7bR Ea.. a ,/!' - w Eq i ANY cwwlNnou 0/ IIDA + INI"AW ►AML AW/oTN 1• (R.) Vol a Dr-arr rAaA-r PAIE11M7[ re/rt o rARLY.K Al m NpwOKR t � m COIKNKI[ r6' aaOHNCO�fW to oa1YAlE1s t>r"IO�KIt m oarNrnca aaWNGKA[ft m ta1HOKTr � r N/A WA M/A e' NJA r •yA 1• FV• , LroP) b• WA WA r r ` (g0n0Y) I r WA WA WA e" WA �'- WA e' WA 7 OOP) a• WA N/A WA e' WA S' WA r N/A ! /amla0 .aaa, -rsa OR LESS r WA WA «/A r WA r -"-- "/A •• "/A ! a , - r-e• aN LESS � NJA N/A e• N/A r NJA r M/A 7 (rop) Nn WA 1, 1/!' a ,/A' I! i/3' • 1/.' I T/4• a ,/.• tlE Man ,o . H ran ANSaR tYK a SIYCIIO TOR eRiNAA,OAR ./PD ,000 PRW[ ausDr". Y.IMIY ANCHOR S►AFANO/ Ala M"IARY COTS 0"7A1Ic[ AK aNWu"D OM 11.5 fOadAE. Taa tA. Lds IAPR UtlKMTm ON tOBaAE RmH/K ARN,aR Wrc1" ar ARAWILY.O a14rAa tlNDaw IW TIC«mWE er ,tK F"IaN." gCINWt /011 flAb IWEIA1aN m K POe60LL ATDUOED 0►ALINS eBOP4m U6#" rrcra rinll MM K tiff n1AN YWMA 11IALF10 MOGRm MR [AM ANUpR TrK AT AAC,EORe {MUD. �� r� 1/11 1/e'. 1/{1 - .- 1/41 t/11 1/41 uTe1y ar rr•"� eurM trN-4R 1r• Haut IrAara ILO) , , . 1n , »Iw.r..r oNr.N W •�+ �, e.w� er eN IHAD1. rA t•K RIL'Im ._.. � I evAL70 wel rm PmcL!L ri )* Q pwAL1Amw AS PER sEenams 1 TNRJ to. oN storm 1. S A 6) MAXIMUM MAWAUM MCH M 7POMM 100 ad.. 3 t/Y - ASP DESIGN Vol CIF 1AP-0RW CAUl PAIKLWT "N" ID PANELwn PLUS tOW SET 9f ro SECTIONS EEc 1 • IAAWYW PANEL PRESSURE MTY10 tP•1.) ro CaNC ET ro BLOCK BLOCK ro 71CRR m q OLD" e1IDC11 T TO COMRtE ro COrNOEr[ aLncK m CONCRETE ro CONOtrt IILOa r0 eo/cKID m Hx.NOErE ".Do1 TO CONCRETE r0 ooraEn aL«x ANY OLe/B1e1H0N ov K 1 4DY 1E11GtH t' (R.) (111 6' N/A N/A N/A 6' N/A 6• N/A r N/A N/A N/A 1 (TOP) 6• 4. N/A N/A 8' 6' 6' 6' 6_-- B• N/A N/A I (W"OM) l• N/A N/A N/A 8' N/A 6• N/A 1. N/A N/A N/A - 2 (TOP) - r N/A N/A N/A .__. -`TV N/A S' N/A 6' N/A N/A N/A 2 (BOTTOM) Ell -71.0 1. N/A N/A N/A 6• N/A 6ti_•. N/A 6' N/A N/A N/A 3 A 4 (TOP) >7'-S' TO r-b' oR Lasa -; 6 <' N A N/A N/A 8' 6' 6` b' 8' 6" N/A N/A _3 (0 3 (BOTTOM) 1. N/A N/A N/A 8• N/A �1. N/A 6' N/A N/A N/A 7 (TOP) 6- 4" N/A N/A _ 6' T r 6• 6• 8' S. N/A N/A 4 St 7 (BOTTOM) WA N/A 12 1/2- 5 Ile 12 1/2- 6 1/4' 6 1/4• 5 Ile 6 1/A' 6 1/4- N/A N/A 5 (TOP/BOTTOM) 60.0. -6i.3 N/A N/A 12 1/2- 6 1/4' 12 1/2' 6 1/{' 6 Ile 6 1/4• 6 Ile 6 1/4" N/A N/A a (TOP/90"OU) '-I- TO IV-2• 50.0. -72.0 N/A N/A B 1/4' N/A 6 1/4' N/A 6 1/4' 6 1/4' 8 1/{' 1 6 1/{' N/A N/A 6 (TOP/BOTTOM) B•-b' TO 11'-a' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1//' 6 i/4' 6 1/4• g, q, 10 (TOP) N.D -40.0L '1E55 a N/A N/A N/A N/A N/A N/A 1. 6' 6 Ile / 1/4• a (90T10M) 12'-{' OR OR {' -" N/A N/A N/A N/A N/A N/A 6- 6•6 1/4' 0 1/4' I (BOTTOM) LEES N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1//• 6 1/4' 6 t/4' 10 (BOTTCA) SET Loll 4% 11 AND It r0A ARM= TYPE a VACMO IN M A,ATOM HMO W= FRAME f1ALMA IWMN AND" SIMIEINGS Alp UMMLO CODE INSTANCE AM NpGTEO ON INS SCHEDULE. IN M LESS INM .No mic ON 'SCHEDULE max= ANCHOR PPKM IM IRLIWLYPp SPAM wmw ON SCHEDULE N M rouAM1E rAcmw FOR we WORT" ro K POSE"IL IMDUCIM "ACING ooto*m USING rAmm SHILL Nw M LESS 11YN MAMA SNACM MICATm fOP EACH ANCHOR "K AT Pill LEDIM. AM= TM iYi,Y11B! _ _ vom OAP# ON" tel M NATO] /MCeO w , 3 D , 2 ,/f I 30 IJx , a ,n AAA BAD rAC109 1I x as - - ____._-�Aa Im (U CET Cu a) U O� ,. 3 N c0 O a CO . V4-c Cn }j C = CV -Cu co a o �' O LL Cu 0 E Cu .Ln -0 O W 0- INST SIGN DETAILS FOR REGULAR PANELS(I a J1A INSTALLATION DETAILS FOR REGULAR PANELSCIb & CIAO yr 1°. , a/r Lars SRNs au""D W/ INSTALLATION DETAILS FOR REGULAR PANELS n ,�� INTO EXISTING WOOD STRUCTURES 1,N L U"al a' et ILL Ir a 1/4' 01. rm INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES RW Inpfro LIP m a'-r IIr. an �,A_,0 t •nn PAN"YME rw4r a OP .Ao,Mn PLL4 . ' •/vYPC -!R IO41# P P' e¢ V py�a) - _ _ - , n YO > �aeG NI I'. tx , MOMKAO,Fi� �1aR A1,Vl 1► -' 4' } T i �I _ ' I I " 00 pp , .Y r Pt A•// -..� , x v .. _. I' A/ t 11 6 ,94PPMO•tOl w1E PLUS i �1 i ,°/A' Oc. AN1�E �PL7/E' �la-tD PN1EiW1E PIUL ['ter% .�. 1 I. ,1J, W n"'•"sl.M• .17aRPN.1 .. i, M w r.tl•r • r'Welu,r 1M1.n•Ar•1 rAtn pq,p�m«Ps 1 pp ...rot • a' O.e 1,gWJ� I'E,BTRATpN TO I. F 4 „ , .. _ __. ...._ ...... A4a •• "- IrRII.IMF r 1'E. it 'I I 6 1 r W • /r My 1N� 11�paI� ! ANY-r A#.Nn , (•o OaN".We .aMOt , WO"IAO .#01 MAN .. - wa Arw 'S 'u'•"0� I 1 N•• I 41 T pWOW WAM10F11 ID a i EXIer010 r00011EA0F11 Iw00°PL'IXARE6 R Opfi./C NOW HF 1p LJ•1 .#!ea �.nr. AA "�N �' 4 I 1 ` i INS c o t;� I �N.WL I j 1 I'��dCr ,FORA + ' i! o ,r- PL , I =__. __. ,1A. Nw°"PwN ri. 1 r 1 1 �� _ [0� 'I) IRA n -. -_.. 1 � rA V :r 4 Two r_.(��`. li...._.__�,_-i �•' ,/r►'. hI i -\ /, �••-• I C01 CO 1 .�014R a y. _ fMi MY / ,/ EY 2 c I^ - I I' I .Ya/Y III. g_ OP. I • 1 I, - i law Now • I VAP' vw a I u0W "la • N e lH• ac a ,/1 os. a 1/r OG N • /„�yfA • a ,/,' ar ` i p tb .01n • r e - 1 1 WOW NEAO,A_ S• MEOW NEADFA f 1 . r 1 • V) .i 1 ( 1 RECWIE6 i '- WET., REQUIRED "(' ,. I'I N G .W+ V 1 .Ip�,I11p�� CD n RA4 .. _ .... � � 4 I � • te1rIED 1 - 11� raea 1aaER W C. _ FF a a 7y n - i L• i 1 REMK� I Off W> 6 ON t11ab IAE6 °I akt, M6QQiTAK• ON p aa. p _ I 1 Me NY. i01 Me. M41MagN rOR R/ANION � Ax CO 'Ir1 �ia1 Ira , f0 /IA!! A. ro ILAa3 i ro aLArR ca I I i 1 p aLIEBdsIDlf...Lti( eLTFetlAIDt llf ) 3 I I - Ma. PANEL LENGTH Me>. PANEL ITNOM W. IIYQ IENLih U 17 , - ,• - r+r lrM rw ' LADE 3h•1• SCALE) 6./• Ni N7/0a1 . J _--, __-..._ (SFF NOT 1) I 1/,1-la.,' f.k SEE How 1) 6, ty r.- 1 ! KE sueaAE ON .iET a ( / j "--xj# WS7ALLTION -ALTERNATIVE 3W � I{ I "� r 1 p v.1-x"n• apt r tTLi NOTE I) ,/ 1 ,ox,• cc 1 r. bO,tE: ,/4' - I• 11 ji :u A',d•ia 1 . . a ,il�"ac E '--v--- � ' .rD PLR r_ . - - 1 !L#w1.."°wEIiYAP � �i ---- , � I� f( iI "w a LASS I • -- " ._ ... ....... .\� C • E I • -- { 01F R a e I m NL.AtS i 7 M S Ill mouKrm*+ :i U . •A _:... .fie+. wow aw .w.... ...111 FOR wI. 1 '' I ( • I I K �• C? y,yy rprAIA, . __ SOVw116N I �P� �rJ IeP•tPr I, • �. ro SASS I I 1�... INATAWTION •• ALTERNATIVE 1 W ` r IA RUNN1. r.n-�• + - SOS f 1 I I ED •, 1 +�. 11 N fiw°" H.aPa CEILING ! FIOGR YOUNIIN6 WALL ! FLOOk YOUNTINO ED; I EM MAX 'L' SCNE: ,/{• . /• l I i 1 NA - l It '�'iNT EO OF 1 1 r l RiSTALLTION - LLTERNATTVE iW ISLST I ATIfIYB _ BNa SW rot •• VolE�, (SECTION AT TOP IS DINGED TO +55.5-67.0 MAX IIrAE: ,/4' , I - , EO _ /-i�TM•� N.• �0. `. -�.. :, NSW s6o 6l ;! MW rail wldA �1 1 •ISTAUAi10N - LL10WAn1Z YW A.S.D. DESIGN PRESSURE RATING) :L H-- N L 1..,• - 'i E"Wm . ,/•• oa ('�._� ,(,, , - 1 L)D ,F EO SMALL- 1/4• 1.1 ..I /WOK IAi1Q t0"Ri tI ID 6'-°• 1ep a » n•A.fAP' t` I CUM 1'� E .X -.. i _ P 11 -� - i x:A• WOOD �a - ^' 1/4-. LAID SCREWL 71CAli: 1/4' . 1' , /4, off. IaOAIIOMaS1A� IaNAN a _ .-f`L%) 1 , E• °sSO A ':' '' tIM10 PPMEtYATI RVS.._I W .... I. w • , 1 OR rt a fa Y a to G WRH I 1 i/Y Mw M/amr °1WlIMPa AL REOUW[D _.... .i e 1/ r O.c. `f , 7h' :1 ' •._ ._a 6• MI W , iJx• 7 p6 P*NLKV nM . N yr eL x• ,' W000 ! N Wo00 LATE (� EIII'I fN qM[ ROUWEO REOUerFO i' MC OF AT rWPIm ,//x2 r&w m PDCYNM N AI TERNATIVE 31M ALTERNATIVE AW T ill PTHr"Iml Ill + ! III j E� 1 rNr ..r #Ib IbMa,N Or DKMfaa NOW PLATE M4 ,, rw• CULT[ •,rRNP Or ruTL SCALE 3✓6-r 504E 3h-,• `' '� I la0 WpM OF Pu7E - L I' _ .,V40 IA10 SCREWS • -•- -- •, - 16 o,a 11,aAe Au LOPS to ro a'-e' Ma RfOun m 65'' o.c. SIAo0Ui0 N/ E N��IAI��.L �.�I.S�T••A�L SHUTTER TRACKS ACT WOMAN MR CUMY DWECT -_�., ) - Al 1AtDW0TN OF PLATE _ ��f••P•w,..e1,N�Nr,�•pv .• nlp,c�T A�OIIC14O66ViLJf . __ .. IOCNNP .R i11Ale as DIE ECT Lp11 NOTEklmofr �• r A law EJt N 'Al W lb1lD Sh-, InNt J/6./' SfdLE 1/I-1 Srx( 3/0.1' FLOGS YOUMTSI6 06S'EEAE1-ATION sECTN]N LAW �N111NI",N 1. INSTNIATIONS FOR ALTERNATNES 5W. 9W 6t IOW ONLY VAUD FOR II0111111NNry JLG�i: LNI,INNNINM 9l. Ile - r IIpZES P a T1W) BUILPARDINGS EKATHHA P DESIGN LOAN UP TO +43.8. -40.0 P.r.f, AND N3�Q p: I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS •TN' % 1. INSIALLAT,ONS ARE ONLY YALID FOR BUILDINGS WITH A.S.D. OE6KMN LOADS "S 2. FOR NEMI W000 FRAME CONSIRUCIION: WOOD MEMBERS TO BE SOUTHERN ` pEl ••'• FLORIDA INJILDINO CODE 111 h VN hurricane zone PINE No. 2. W/ SPEMIC DENSITY OF 0.55 OR EQUAL 3A JG�Sf ''• FLOIIDA BUILDING CODE (Ill h Velocity Nurrioons Zeno UP TO +55.5, -72.0 pa.N. AND PANEL'S LENGTH UP TO B'-B'. yti VGENf'''•,z FLORN>A ]WILDING CODE Nl h Voloa Hurricane Zone UP TO +55.5, -724 P'SF AND PANEL'S LENGTH UP TO B'-B• ... 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN •,�TKItaA x Fi 2. FOR NEW WOOD FRAME CONSTRUl WOOD MEMBERS TO BE SOUTHERN � rr i No 41 eae» area ,TOG o3Dn IE,eCO..Nt 20 GAGE GALVANIZED STEEL STORY PANEL m PINE N0. a. w/ SPECIFIC DENSITY OF 0.55 OR EOUAU. T' No. 4187 s_ 20 OAOE GALVANIZED STEEL STORM PANCL "� N, PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. C NO• : * 20 GAGE CALVANIZEO STEEL STORY PANEL co w: I/rWF FOR COSMW41lrNE", DE SECTIONS: � . 7 * (IMAM or S �c 3 �- GLOBAL PROTECTION PRODUCTS. U C °'/' ST GLOBAL PROTECTION PRODUCTS, U.C. NID i ST TF - PROTECTION PRODUCTS, LLC. a„E _._: t�-t.. COINS/SeEa TOP � BOTTOM MOUHIINGS CAN BE . ft= OR ➢E SET THIS: ST E Of 4 - - W[• I(2TE.,.E(iH EAMBRMTIOII of SECT1Dt/5. O'•. - ' COMBINED M ANY WAY TO MIT ANY (�- i IL E C O INe. •"O LY. el In1Mr (^-! -� 9 F, a(o�' Z IL E C O INe. - MTALLA1TON. info'' . FL RIo�` IL E C O INS- 4eD Ar. s, lnuE ,. - ,am LN e, aTlMcl TOP t BOTTOM MOUN71NGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CDkVR It /ADNOIM ODKVR IE ANON" FOR CONCRETE ANCHOR{: ITS IOEDW ON *W I.. (m Somali"mR lr000 KNEW. � Imt,o« aN "an Is "a1 I�� /� Imm U 3'- 1. 2 « )WITS •oAEa aIRY1c7r J IA 7,/1 Tya 3/4 or y4 2 t 1W/15 -r. Mw. RElltrlm ) \ I I (1 _l. 11(11 .1 i rKE'OED1X! r� rrM PN4u WIUaaR (.araw WAG) teK"eaR AMD3 fop PAIO3 -- • � fi{O • Ix 1/p- O.c. -•-_ 51UD N If IJ!' fLt T 1 1 I 11 1 e" Yin. ,,1��AIti�,,.t� MAPNR I D/a• MM. (CANEIl��O /-- I 1,�' QK, I� IMMWE P I I 'ro"'$'IL i7 1 aC.Ly ( J 10 yf'i ix 1 O.c1 (SCE OR. t/N)� OEIA) I { .DID '] •' ,o•' �'�'.'J: I (TEE OF'OMS ,/1/1A Rau= ODNrAE7E•' 1 I • :/1.) r /i 2/1. ?A/l 3/4 13r y4 1. 24,1 LO/is I, Z i TW/15 Al1ERrN1E LDCADON •.. ..-1 ON LIFE SAFM PANEL L.- W/MO LIFE SAFETY "mis LOcArION OF Let (SEE NM.. IBum) • AN. le Rca" PANELS W/ OR _ . _� SAFETY PANEL -� W/D fifou A TRACKS (SEE NOTE I ��7 (SIT sem It" , ;f • NI[1 OW) , is SAFETY SLUM°PANEL OOPt p MW NKr rLYKO,A! It" - �o} �j �OPTION"Kn K ,•) roWm DONcnn-�. i�I tTi7DYnir) m PAtE iia C.A. fzcm a ro K WALAW DR RENOMED FROM IN K ELEVATION MOUNTING INSTALLATION WALL AND FLOOR Mt)UNTiNG I T10N WALE 3/32'-1- ,WILL - SECTION 1 SCALE, 3/9' - r - SECTION 2 SCALE: 3/6• - 1 • 0 0- 1 1 • In Y". _ ' rl/.- M•A NA> Hw �u( NOTES In ,vPFT' STORY P--_..,ffi{EJE IYSfAllAfION -- I urc SAFETY STORM PANEL cAN K LOCATED AS AN END PANEL (FIRST OR LASI PANEL) 1 1NAAF1 g (Nt7alNan LOCATOI OR AS AN 1 rIDOR PANEL. (ANY PANEL LOCAT,DN IN BETWEEN END PANELS). WZ "NOK�1)P/rN6e. UFE SAFETY PANELS MAY OR MAY NOT LIE INSTALLED ADAACEW TO REGULAR PANELS ALTO PN4LI TEE NOT ,) (6'/ OR Ill REGULAR TRACKS.) SECTION p�p :. LRE SAFELY a0q� PANE CONSISTS OF D.6507 GALmoll STEEL STORM PANEL AS o�� PER COYPONfMTm. SHEET 2 01 (RAWRRS SCALE 3/32'-1• TMI PANEL ANLILOOMWSS RSELF TD NT REMOAED OR INSTALLED FROM THE Pa510E Of STRUCTURE. ANpaINN#M 3, LIFE SAFETY P REOlIRES TOP TRACK TO K COMPONENT4)L BOTTOM TRACK fG oyA� p TILL/� K AS PL7r SHEET 2 OF THIS DRAWR4G coYroNUDrON® Y K INSTALLED WALL OR FLOOR MOUNTED FMLDMNG SECTIONS I a •'GENSF • V. Q7••: •. 2 ON TI65 , AS Al AS DETAILS I B 2 ON SHEET 14. 3A, J = FLORIDA BUILDING CODE m Vol hlln,eom Zone) +. IIn. LENGTH FOR GouPONEur®®M ,6' Ma. ANCHOR SPAGNG rOR f:aTAPo«IENT ®ANCHORAGE a BOTTOM IS PNEN ON i �• AT tleoxo TAaca .a 20 DACE GALVANIZED STEEL STORM PANEL NMry e•: SCHEDULES " 2. SI,E[i 14. *': "' L'OMPONEW J11, 2 R PERMANENT 011 RELIOEABLE. .Q ATE • /M m�LFu�ArYt or/eanKo S. SEE DETAILS MR INSTAUAT*k MID WOOD FRAME BLALDNNCS GN SHEET 15. 'YO QR -� 'L E \P O INc. PROTECTIGNI rnwvvl.>A U.C. ONE. '•.. a AYH' ^^ n• '173H 20-176 b. SEE SHEET A FDR WA0. APPLICABLE TO T11E KUSSGY FOR THE INSTALLATION OF NA �S �, �IFlll ONA � �l"R'��m•+Ar.Nr n1aNC fIIF1EK-7IAe. Fu: lEe4)!Ea-E7E7 SPACERS AT TRACKS INSTALLED ADEACEM AND BEYOND TO srumo/town BANDS. w•.•.. aPX'm ILO ."i: �" N . 411N d-OEOAII MR Awr PE �'< r•LSOH A IrIrT 4., Pt 1 " ewld u er >ro TOP A BOTTOM MOUAfTINGS CAN BE COMBINED tN ANY WAY TO SLUR ANY INSTALLATION 4- STUDS 0 EVERY t( aNERAP T01211pLQ.DvI`ci _ 0 1 - (MID) 1/4• SEE SEE IMEMOII PANEL. END PANEL Y1A7 011 / •-.._ 10,1101 3• FOR Ma. -1 FOR TOP+. -i Olt DIRECT "NiCHOR ANCMN WAM SPACING ��VAL 1 PLAT WALL AP DETAIL SCHEDULE SrJML 3/1r - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE Al FOR INSTALLATIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURES SQUill 4DW WAD. YOIIM m,DrtlDNs TOP,A-M M.YIL_EI._11iSi� ALTERNIE �5. (,I i 2. 0. C. TO PANE Va• UK (CASE D r IAA. (CASE e) YA> ASS• Dow PRESSURE Vol OF TAP -WI► OWhe, PNawx COME It PN4NaE PLUS t,I =C i to • , OF IImm COMONAWA YAWW PNEL 1lNaIN 1- (n,) ro 1701gR1C COIN ET[ 11,01m C" �, To Km Ya ,ro T � I' N/A N/A N/A S• N/A r N/A 6' N/A 1 • 2 (TOP) SS.a -72.0 ➢• 7- 0• r 2• a' a' 9' ➢• I' I (BOTTOM) 5'-0• oil LESS 6' N/A N/A N/A I• N/A B' N/A 0' N/A 1 0 2 (TGP) +66.0 -72.0 9' S' 9' e' 9• 7 1/2' a' 9' 9' 9' , (BOTTOM) 5'•-0' TO 7•-S' +Sb.O -7a.O I' N/A N/A N/A /- N/A S" N/A 6• N/A I 0 2 (TOE) T-6" TG e'-e• 9- 4• 0' 6' 9' 6` r a' r /' I (BOTTOM) 9�)QJ / > : 4) mu FLOOR MOUNT CQNORVA 61 BOTTOM may- r.a . 7 1/2• MAA W Aa0 I1RE9SIIK t.E l"o w LP POI w a Nq[) OL 1 (iM e r Ws nW AP Or fFefl,) $�EGTIONS TIp W%IMIY PANCI. LENGTH V (M1) T - - CONCRETE K INN +49.2 -61.6 p 3• 4 1/2• 4 1 2' 2 (BOTTOM) r-e aR LESS +52.6 -06.0 3' 3' a 4• 2 (BOTTOM) r-e• OR LESS +06.0 -720 2 1/2- 2 1/2' 4• 3 1/2• 2 (BOTTOM) 7•-b' OR LESS *SS.O -72.0 2 ,/T 2 1/2' NIA N/A a (BOTTOM) 7'-6• TO B +55.0 -72.0 N/A M/A 3' 3' 2 (BORON) 7•-r TO ill. i 1/4• "1 t� I,l(r KE qI �-INTEAIp, PANIL `-Qlp PWNR SPAOIND 1/oSPACING 1'-3• Wn ��2��WQ��4 STA��ION (APP����TOSCHEDU�21 SCALE: 3/Ir - V MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE 4m r_r fW Y,TQ, SECTMOMS ,•. 1 1101C1FsfOR L=r`&AIM StCft PAWL SYSTEM ON Into 131- IAtla#Y ..a ao4H 1Nr 1Maa '•rp ppAlt IMPLY " Ir•rJ 1' Nlf "��11tlN Ld MI .ro. � ETA rx a ,/4' Iltaol,m fR "BET 15 PW PIKMRe IRE a TaAC O FOR .MEALLOM MID WO 141E ONOW IN.IRAP ANCHOR WOOM AM I"r.Y ONE COVW-E AIE .0"= ON DIE SCIl IOW 9.0 I= NMII MMMO ON IMMU %Mn ANOOR WACM W W?rLY O IPome *WM ON ICNmutE of M TOUONM FAMM. Ill ?IN OKUM m K MMML LEVI , KMI " "�" POCAM III* LAC. NNCNOIT "PEAl All M MIND, AIIN"R 1WB t/41 - r/1NaN a R►-e.P l l a4P-M m No"" WNCRO (AFL 4 , , 3 x IA_ 3 7 Fe #4a a4 I,4 - D 7 ,,n 3In AAK Ba an Now Dam f yr _ ... �m * FLORIDA BUILDING (ODE INSTALLATION DETAILS FOR QPTION_# 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/41 UNG SOM 0 r as W/ INTO EXISTING WOOD STRUCTURES �- 1010071NG 1gCO NGNMO�Or AA19« & J ��� t . i ro 1 I"nNtl�,i,/faa I � 1�LTERNATIVE_ 1 ALTERNATIVE 2 .•ar NerE i ro aril , oc I p I i i Ea' I ED I i rol� 1 to v. t 1. I K°0°DaINSA�`T �,..•.r.., .., .• , NaaD rut! .. 11% ;Jam' ALTERNATIVE 3 ALTERNATIVE 4 YYt'•VIA Sam" 41, D/BAOm rolElA1r1* OR / t/a' 1/IYA.6/r flame vim am" r/ ,J41-*W sE I S N a• °.a OR GliQA 1/4•e m rA«o,P1E nal a oR ALTERNATIVE WOOD RAMCONDITIONS AI N LOCATIONS FAIEIMOD PLUS • r oe WJ I I/r IM. Sal ,/e• . 1• revom PEKrIlOM TO-ojn04 IOiaD NMI[ 1101E own" ,RAms «m "IDNN fm CLAwrY WALL MOUNTING INSTALLATION ALTER TIME i W Samul 1GSLSS 1. e"7AUAl"16 ARE ONLY vYlu4 FDI1 aALOWGS IYTI AIll DUAWI LOADS IW TO +SI.l. -M.O PMff4RAlp PArKtM LOX UP To a'-r. 2 MR WIN pow r.o L M% 7r COINSMUC710MOP ONAe°0°OMWOO M TO K SOU1110W Q� Jc U) Cu O L CL CL e< U 0 L.L Y CIO SHEET N0. SH 1.1 ANCHOR$ (SEE SECTIONS ON SNEERS 17, 1S. 19 At 20) :1 MAX. sA/+7. AA/17, 6N+0. BB/17. 4A/17, 3B/16, 3* VAX. , I MIN,R 11� "w/1% 7AN/16 a A w/20 � w//16, 7F1R'/» a R!!L' 1• YIN . 0 0 0 0 -. o_ ._ c,- --e C� !P(oAA. d5Rt1 wri o1 INwt,u f16Fr Awa �J oR� 7 I 7AR� 9OX■ '' , Y � 1 111 I 1 A LE PANEL NOH I'io " r oFu •'*' I I '�- - .i,, - (RIFE SCHEDULE') IJSJ• i PAFIFL BOROY OdaiAa -mmo- IRE. NR AF up a "H Ma il" MAX. W17• W17, IM/+a, IS/17, M/17, SB/ls, 3• PAX. y • MIN. BAw/aa. TALI/ 9 a rw/20 E 6Bw/+b 7Bw/n a ABwlm I • MIN., ANCHORS (SEF SMMONS ON SHEETS 17, 10. 10 a 20)- OPTION /2 FOR LIFE SAFETY STORM PANELC ELEVATION SCALE 3/16•.1• I/r rn w a ®-r LE)P am O"O 11ML WUM OI t sorry SECTION A -A SCALE 3/Ir-r B P . r-w9a MAXIMUM A.S.D. Mo.. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GRASS CONDITION RATING (p.a.f.) (SEE SECTIONS) +55.0, -72.0 B'-8- 2 3/4' UNBOLTED INSTALLATION DETAILS FOR OPTION 92 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES n i WOW HEADER USTI) W +r! , t;OD�NLAEAOFT 1 'I ivalDN I'II( ' R'[ wEDN R fr 'i 1 4'4 TAPt•'pN a r 0.C. I� 1/4Y 1M2OUN • r 0.c. , - --. : ' ,/4•P TA� PCOM • I. O.c. I 1/4-0 rMCON a 6• O.0 W 1 1%• nSICA0C0 1 ,rj �Ii 4� "FADER TON Al WOOD HEADER TON AT TXXDD MLAOD1 Ar waaD HEATER AT WOOD 140 1/2• 11,4• �i � ./2• ; 1/4. . +/2• 31/4. 1/2' i 1/4' •--- , MN. I ( MCI, __ / •. ' 1.49X_-- -' it .... __.. wavaiwom m "AR IRSa t Pi4_.. I r p r 1 2• p i 2• I C� I G f T.KSI ­ro f4AR i (■IDIIG 1h`0 GLANS 1 'L• Mw. BLASE Dw ./tOMT 'l' Yaa. 0L "-- PIFEt LL718711 a I w /a •L• y� PANEL ILIGT" uK saI WW 1 saw) PANEL LENGTH (SEE NOR 1 ELAN) v Mm (3f1 N01C1 I f NOTE 1 BELOW) , r"TO ! ( r' :. _ (SEE NCI[ I ENRON) INS 1/•'•-2Q.1• i wi 4a1mA1mitrT it) WINO NU1�W` I WINB~NlR3�u• �,.. 1 1 r. TAPoW R THAN. THREADED PENEIRMICON A I 4 tia ( N r _- j "NNE. - II CANT. E�, I 1/4'�1-�2D�.�3{4i5. Y.S. W/ 1/A'P-70Ni�4Y3. i' .' 1 _ 7 I. 7/B�..t/Aa MMO MCAT t . ,� 7/4.0-20 2 LAMB NUT I l I'//s'Y U32• WMIO IM I, is 'lh•W . 3%32• IWNB MNNfR a 2 1/2 ac r i wA6'NEA (RY0M0) ■ t t ' or iAa11ER a 2 Y'2 NUT IrAB1EJ1 (EroHD) "4■TMaWI•ras . 1 '4Y IAPCaII • 6. OC _1'4AOOERD W/ SBW MM. 1HAUOEO ' ,.>-i _.. AT 1 '!: . . I . (�DIB6fT1ED W/ BIUO) ! ( -N/'} 1� r MM- STW'OfD t10N A AAOL1mN ! Ia0Y1a711 - tHIMADID PaOLiMTiDK MIROIN OF MAN PLAII-- i _. _LAP 8000 PLATE '_s N' WOOD PU7E >�UB[0 BiOUII WO . _ _..... !14• PLATE --..._-... 2'tN• +Y000 Put[ --- - -. _. - WALL Mil Ma �� �01!■ED SCALE 3/e-l' N SCALE ]/6•.{ SCALE 3/0'.1 SELL 3/B'•1' I INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. MOON LOWS FLORIDA BUILDING CODE Nth VelocityNurric ri UP TO .SSS. -72.0 PV AND PANEL'S LOGIN UP TO W-r 4 .amQ "LION. 41C. 2. FOR NEW ROOD PRAMS CONSTRUCTION. 0000 MEMBERS TO E SO)MERN _ * � 2G GAGE GALVANIZED STEEL SIOIIY PANEL PPE NO 2. W/ SPECIFIC DENSITY OF 0.56 OR EQUAL * :, --' m St _ B B Nr i. w PROTECTION PRODUCTS, LLC. DRI COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-115.1W (TOTAL WIDTH) -- 2 12500' (EFFECTWE WIDTH) _ _ 1 •ti 2.100- 04 TOP _ 1244- X957' t 0.034' 2mTHICK WOOLN�EQ..i ` S.SOQ• ; 2.00024D 1' I TYP. ASIY 4-053 I � ORAOF ao IRANIM MAIL 0-50 CAW. IBCNdTAR A 1 R O ,�jORY PANEL ( _ .__2.470' . O2 RMRSEO W TRACK - w/ INDILEp [11CC. '' ;� i _ gyp• �..�IA�L• too$. Bla•( .12 fir. •', N � ?' 131 W- ISOMETRIC VIEW DETAIL A 2.oco. P&'' ROUNDED CORNER a ENDS OF PANELS _ 1 END UP W/ HCMMEO EDOL .125' I R ) ODT j V-2.D00•---' "r TRACK .PWR � r- 1 zs• 00111-TB Awn. ALLOY HMI ,�. � o5s- area ai•?�''V,CEN,�'••j'7P N No. 44167 ATE O7 3"x3w(kAax.LALUNI. A[IME ® STOP _BOB �''ss/ VIAL / � IL E C 0_. II• LONG �•'N HHHN 6063-75 Alum. ALLOY '--2.5/1"- P. 11---2.250'--1 4J�y (ITS, Tn � 2.D00• 2.244' ��.---2.47D•---) R?.6. © REVERSED "U" TRACK ;v r' 2.ODD- MEN.- © 2NSL"( ax.) ALUM. ANGLE ,W TAPCW ANCHORS INSTALLATION DETAILS FOR _ 1,14 TAM.ON ANCIIGRS OPTION #2 FOR UFE SAFM STORM 1!f' TAPODII ANCHORS PANEL SYSTEM 1 �.• lAPCON ANK3OE4 0 B' O.C. O r O.C. B• O.C. _ - i r O.C. POURED CONCRETE,•. ROCK v� POURED CONCRETE ;. POWNon COIkAETL. �� POLPrta OONCRET( REQUIRED {S f BLOCKB 1 � OCK FEOUt1E0 ''. 1 � RDOU RED _ {1 1I iN• r f 1/4• AAA ,, �• 'FMw Me ED. � I ((�� I I \ ` 1 IAw /YiAlIHO1gY1 a I M arwlnol N Ewe' 1 W OM.p,R¢H N I•' ' I (3/77'R�� 11Aa FDAR4IY,I w ' 1 !h I e n6 M �R ; p• W ; u Ass"$ ° '! 7 ! IEMV+' 1 i - 1 I MR R/ • I 1 i L�' 1711'sitt•"7.I�AIR P1� -I � �� ATOP' _CC/1�T wrI , N I CefF � i 1 ty. CD EA iE.o.• r' :cD• i 4 I r 4 I i M.SW/ I!a{ t/4Y-2NrJ 4`S.S. YS w/ 1 /'�, F 7/6•RrJ/a7 wm NUT WASHER 1.."Y/riwl/SR� LAND POUT WAS" P . 3/32• WIND Nut 3' lt!H9' \_7/6Y . a/32' WNO • 12 1/2 o.0 (afyONp) RR a 12 112, O.C. G6nl 1 wA6HyEq (BEYONp) : + r 1,4• TAPOON ANCHORS I/4• TAPCMI ANGIGII! 11/4 TAPCOIY ANCHORS1/a• TAPC011 04 1/2• ot. _.-__..i 4 1/2' O.01/E'• O.0 D.C. • 4 pOURC� (SWIDOOIEO W/ STUD) (STACOM W/ SIUD) a 4 1/1' O.0 _ .... b11 Cufto CONCRETE: aNCR[R BLACK ... OR CONCRETE BLOCK OORR CONWM KOCK OR CONCRETE BOCK KAMM REQUIRED QUIRED RflILL!l�L� �eL l ALO ON38 ama WALL 11 C L4TAL{dT1QN l�LILL REQUIRED • UFE SAFETY PANEL Affiff-MPANFL !ll 1AtlEL SCµ[ 3/6•-1• SCALE 3/8•-1- SCARE 3/8'.1• SCALE 3/4'-1• SEEANCHOR la•mFW ANCHORS . 111111 1M VA MDF FOR PA7N.uFYHa RAp WOIIG w Rat AIRaR al■CFa Oy I is MINIM ANCHOSAMR MINIMUM 61 WICE R 11PAL'Sat MID THIS mm 6HS THIS AREEA ■SAATW •rw■w..a I>Ar 4 3 MO I so"Int FOR FA ILL TWA INDICATED a SCAIft" Rm11C[ G SHIN ON S N SPACING ON SD[aAI.0 THE aa.ArH IwIK �� 1P01611 Of PO mm Br THE FCLTO K osoftL KI REDUCED 10 E SPOMI01 =6 I%* MI UUMO FACTOR a4Lt O WAIT A TORT ILAAS M LESS ANI I.N4AA, a 4 THIS INWEDIA FW EACH ANCHOR TYPE a Arm IICIIEIKAE . _ _ a_ 1Jr. _ .. ,.r - . -'_- _' ,m t1 INSTALLATION T - I I DETAILS FOR OPTION INTO EXISTING #_ FOR UFE SAFETY STORM PANEL SYSTEM WOOD STRUCTURES �I u:. ..II II " II 1 4 4 rA►CON • r o.a � 1f/4 . TAvcoFl A e• o.c. --._..MINI •ARM. D.C. ''`,. TIGN AT WOOD , f flaw AT IVODp HNDAD[R ,q. HEADER ET r '" e � ij 1/2• H i/4• 'f , r. I 1/2' 11/4. ! WOOD NEAp[A 2• pp RfOUNfD t •' Mln. Nj i l I WOOD HFiM1ER =•,' I y REQUIRED i -i 11 1 CONi rF CONI. I :. LJ IOHDRAa , ON w, ItPANAIRN toaAt (yE StNEpAE a WI[[r tq u/155 1• W.' , i L* M". PANEL LENGTH PANEL IFNCIN (SCE NOTEI I BELOW) jj " (SEE NOTE I BELOW) RU1lS SS•M: W/ 7 'a . 3/32• ryry I _ ..'. _ , .1. N•:.. IVSAO NUT i : t tWt \ I e!a 2•.4• wOOD. PLATE REANRED i.. I ',7/B•r . 7/32' WOG HKP 'WASHER a a I/4. O.C. 2•.4' WDOD..PLAIE REOLAItO '� _ i li 7/B•A I JAM- WIND 'AN IMAaKEP a (BEYOND) I I' 0f/-10 PNEUAAF PL 1�4 I a 6 1/4. O.C. W//1 7/S• -+- -1 ''4 '' �1•-to PAIFIANIt a a 1/1' O.C. W 17 - II IAII. THREAOCO PENCIHATDN AT MOWC" or PRATE ! ._ MIN. THREAM P, I" AT MNWDTH Or PLATE . whu N�C� ,I1�KHHT WYLL1QN SCALE 3/0--1• �":' WLCEN$•''•;� SCALE !/B'-i• FLORIDA BUILDING CODE (Nigh Veloelty Nurricons Lem NO 40167 '. * Came Iuaa INC 20 GAGE GALVANIZED STEEL STORY PANEL Ts. Dow W. 1. ALLATDas ARE ONLY IUD FOR BUILDINGS wiM A6.0. DES" LOADS * - `�'_ '.'j UP ro .30.5. -72.0 PSr AND PANEL'S LENGTH UP 10 W-6' Qp, SATE QC- _ IL E C O BALL r-RV IGCr Ira rTIMIXT W U.C. q/aL/KIaR "� 2. FOR NEW WOOD FRAM CONSTRUCTION: W000 MEUKR3 TOE SOUTHERN • PNC. na'y Dalo Hlnb ... a, 71Rt1 PINE NO 21 W/ SPIEW C DENSITY 0r o.65 Or MAIL ,. ("S ' • w,r rr•w, alYerLa w ''k.I�,�S! PI Al �• -i1, ':•" • ~'a�maaiRi Rm m-'m' 'rNr >EM/WIWDRRI[iWrrR TE ". NON6(ar)ar-7w. FAIL(VN)MP,aNT � r w 20-176 aRmeo w TN TINT A iRL1 .N. PL - _ SIRE R M a i.. itl0 FAMW ! Tun ai /.VLII coff"M ►aw ..iN11DlM PMNCI) i -1- roo � r + 90tNOT[ t L 41BQOW l i � i� f9 I I� I I I I SR NIA[ L 4 6DD4' IF _- 1_ �_L.. _;, ......_l. �-1. _1•L Lil. 1. �_.L, _�-I. I, !..I._11. �.i.,7-x�WMI 40z.L. IA a. 1 SH NOTE . 6FL.OA FOR CW MIE AIDIORS: SIX JrWFNmt 3T. WI.y ,• M4 3C11FOULl CON aoG WNr I1a7 36, FDA NOOD SCREW: 1• WI > a MEsr a =NmE a '91X1®R/ QR w/p®.® • LAST ►ANa TO E 4ATALLEII Al EACH TYPICAL ELEVATION FOR 111" 1OPD■4 µPAWS E PROIDE'D A REAR IHA"'DIE ro rAOUrAA CMM1A - F INTENDED TO WE MiTA11IXD FROM t' AM OF STRUCTURE,a O W ae W/b ® • SLOW A SLOW A -A �IIf ]/31']/7r - 1 NOTES (1). DEt'ISfgti_DI SERIES 2EIGD;' E - 7 HAND STORY PAWL SY STEM TEM CONSISTING Of PANEL . CPPt. TRACKS TOP A BOTTOM. (2) �j(�B D PANELS ALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR 18/ SHALL BE PROVIDED AT TOP OF SUCH PANELS. (J). IF END PANEL°{ ARE / TO BOTiOY TRACR, LGNNECTJ/gN SHAG CONSIST OF 1 4' TAPPED/SOTTO/ Wi1GL1/K. IWoI THUMBSCREW OCA/% OF F IOUERSI WY 'BE Al EITHER OF TWO EXTERIOR MT FLANGES OF END PANEL (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK VA, A STOP BAR IS ONLY USED Ai TOP)) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK us" SPECS IDEA7}b ON NOTE (3) ABOME. IN SUCH CASE. CONNECTION OF PANELS t0 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION (5) SEE SECTION 1'. 3' a 4. ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. ...-. Y NTH., 2'/24 B, 1'/21 1pATL DRE -3 A 64009 Swag Rw. AN so RM 1• NO. Ust aRED,A:a a SATE ») i 1• Mil. , I, SYf} FND Dr I _ �i _ 1,,t 111 �_._.r1:�r I. ;-r-. (►nIUW1I PANtL7 T�-[TINFEWON PA1BLj (PP:ROR. A._ .� V_.- j AS %4 BELOW •L• iD1Y , 3. 4 YFAOP 4 Nltlj (END WNEL) ( 1 I �_ w x 9444i --- "B"AMR Ma) °R 4 1h T ,/r �itotc�+n i�c r'TXw PAEIs,-�16• • LAST PAIa TOE MITTAALLLLADD(ApT rEEACH ITEM 70AEIE PATAUTION E-Z HANG STORE F�_ SYSTEM r RQE"rro E RFsrAUD rwH uNBOE a slRlxrLwE. 1/4• M► CAW ve N.. GAP -U - ' 1 SECTION ONN B-B �iL Io'tPANnsT'ttA1tlN BORE vw - 1• (1) DEFINITION OF SEWS IOOh L - 2 NANO STORM PAWL SYSTEM CONSISTING OF PANEL « 1 TRACKS AT TOP a PANELW7E PLUS OR IS• LONG BOTTOM W/ PAtELWTES. (2). END PANELS S A U. ALWAYS SE CONNECI►►� ro EXD;[INO SIU WALL BY MEANS Of PA ELMATES OIL r USED V W/ t 6 LONG 'L7111 TRACRK AT BOTTOM, END PANELS SMALL BE CONNECTED TO w 1 4 s-70R3j/4 S. w/ 7 q"p 3//3�Y WING NUT OR 1 4Y- MM. THUMBSCREW RNTO TAPPED/(� (E7ICCPT AS DESCRIBED ON TOTE (3) OW). (a) FOP CASES WHEN ENO PANELS ARE USE j0=Wk` W/ 15' LINO AT BAIT END PANELS ME NOT SUCH PANELS. BgITOY 1MCN 7G STO► BM L RE PROVIDED AT LOP OF SUCH PANELS. (4). FOR INSTALLATIONS WHELLIM NN/LDDO PANELS AM SOME INTERIOR PANELS ARE DIRECTLY MOUNIFIED TO EXISTING MAY K USED JOINTLY YIII. EOCE NDA47 FOL TARS CA� INTE/SRO PANEL ELEVATION AND Wl $PTO NAZI W TWO PANEUAA7ES Na ,t�D� (6�� 00/E25 NOT NEED 10 BL CONNECTED 1D (?) BY ANY Y6RNS TPACK Q) SHWl µn�ALL D SUCTI THAT ADJACENT PANELS TRi LEFT a RIGHT SOE OF AROIIOR THEIR OVERLAPS RETAINED 6Y �. CR[f� EROCN RrouRED �1 EA • INSTALLATION QUAILS FOR INTO EXISTIND POURED OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM CONCRETE OR CONCRETE BLOCK $JRUCTURES )L:/' tMCON ANCHORS B ac 1/4• TIPCON plp/pR6 a r at � RED REOUMED i1 :• cD • H IIAn �4rVHIIIPIuFR W � r tpAa4K CN I 1 1 EKIanR�y olAss I I " 1 I I I ' I I 1 I14-10'A PAN[LMATE PLUS W/ .... 7Ati . 7/u• WING NUT WVANLR a 6 1/4. O.G. CONCRETE ca�Nant 1LOC■ wAu rQjQW.MMPANILjsjmt! EL WALK 3/6•-3/r-1* /.. 1/.. SFA ow 16 • m TOR Rb T171 A " tTl[ s1la lWiiMBr INTO `SFAMRNAE fa raTµuT ONA INTO 1r6D6 MMt SAWING IM ANIWNWI 4nma a 3 NCHO QX1 ON ANCHOR A 11PMWAAGNIGS AND IIN4111A 100E THA a twt •FwaRH Crr•M DU I I " FOR CA LOTS SCKM AE FOR to 133E 111W IahA/W ON P. t41H d,RIY Y W 2 IA VAC" XNww go $aHeatLt AWA La IBM MEMO PAM Wr TN! FOu0M0 FACTORS FOR INS opove N to AS "1xSaL REDUCED LAND FACTOR 7*4 WE LESS M FO L94 A N MtIY1M fam TA ascwm D FOR ETAS AHK,OR TYPE a TAB !o1lDul[ - T' , m - .. 140 GtT6FRAl nnTbs: WAY m E_z N171G stoma PANEL s wu I E-2 M P P 7 P. H1AN(' WTI HE 2 SHOWN ON THIS PRODUCE EVALDA ION DOCUMENT ED HAS BEEN FOR C IN ( IIERIrCD COMPLIANCE ACCORDANCE wnHl THE :020 (71n EDITION) of THE FLoworL BtmLXNc cooE. DESIGN WIND LOADS SMALL SE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, FOR A MIND SPEED AS REOLIKED aY THE ,WRSO CEgN WHERE THESE SHUTTERS WILL K INSTALLED AND MR A D67ECTIONAU" rAC'IOR Kd-0S5. USING ASCE 7-It AND SMALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE. RATINGS INDICATED ON SHEETS 26 a 26, IN ORDER TO PERRY THE ABOVE CONDITION, ULTIMATEOESIDN WOO LOADS DETERMINED PER AWE 7-I8 SWILL BE FIRST REDUCED TO A.". DESIGN WIND LOADS BY MULTIPLYING MEAN BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (AS.0) DMIGN PRESSURE RATINGS INDICATED ON SHEETS 26 a 26. IN ORDER TO VERIrY THAT COMPONENTS AND ANCHORS ON THIS P.&D. AS TESTED WERE NOT OVER STRESSED. A 331E INCREASE N S7 FOR IN F T AILONABI.E CCOR WIND l.OMS WAS USED THEIR ANµYS$, ASiENEI$ 9PNCNW O wooD HAS BEEN (14t DETERMINED N ACCORDANCE MAIM N.0.5. 20I5. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE IWTH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER rENESTWLTION T[51eVC LABORATORY. INC. REPORT / 2032, AS PROTOCOLS TAY-201, TAS-202 AND IAS-203. 2. THIS SYSTEM HAS BEEN DESIGNED TO BE RSTAIM ON THE OUTSIDE Or THE OPENING ACCESSING IHR OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LIT THIS APPLICATION tS VALID WHET+ INSTALLATION $ INTENDED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 3. SERIES TOM OWWATON IS APPMAKE TO SINGLE AND DOUBLE HUNG STYLE WINDOM WHEN INSTALLATION 1S REQUIRED To K PERFORMEO FROM THE ROM Or STRUCTURE. 4. SORES 2000 INSTALLATION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HOWONIAI SLIDERS STYLE WINDOWS WHEN INSTALLATION 1S REQUIRED TO E PERFORMED FROM THE INSIDE OF STRUCTURE 5. ALL ALUMINUM EXIRUSKM TO E W63-TS ALLOY AND TWER. .(UNLESS OTHERWISE NOTED) B. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-1414 ALLOY. 7. ALL STEIN. SHEET METAL PANELS SNµt WOLF STRUCTURAL DUALITY STEEL, ASTMI A-653 GRAIL. 50 MI,, 04VAMZED STEEL DESIGNATGN W/Fy. 56.5 w (AFTER ROILED). B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 AIV SERFS ON CORROSION RESISTANT COATED CARBON STEEL AS PER ON 500111 W/ 50 Its, YIELD STRENGTH AND 00 INN TENSILE STRENOTN At SHALL COMPLY W/ FLORIDA BUILDLNC CODE SECTION 2411.3:34, B. SOTS TO E ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL Wm1 36 It.. MINIMUM YIELD STRENGTH. 10, ANCHORS TO WALL SNNLI RE AS FOLLOWS. (A) iD to<T!Nn POIm�gFg.AL7E.• 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.TW, BUILDEX, INC. (ARM. t'c-3162 P•6.1.) 1/4• . X 7/6• CALK -IN ANCHORS. AS MANUFACTURED BY DENALI INC. (MIN. rt-3000 P.Lf ) /14-10 PARLMATE FEMALE 10 A PANELFNTE PLUS ANCIAR3. AS MANUFACTURED MY "0 CONSTMICTION PRODUCTS (1'e.iSSp Pt.i.) AI) MINIMUM DAM" OF TAPCON ANCHGq$ INTO POURED CONCRETE SHALL BE 1 3/4• AND 2- FOR PµELNAIE FEMALE D a PANELMITE PLUS. A2) MINIMUM EMBEDMENT Or 1/4'0 X 7h- CALK -IN ANCHORS SHALL, BE K 7/6- INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED. 1/4• 0-20 SS SIDEWALK BOLTS USED SAIi BE LONG ENOUGN(SHOULO ANY FINISH MArERAL EXIT) TO ENGAGE 3/4• INTO ANCHORS. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON ENE EXISTING WALL OR FLOOR, ANCHORS SNAIL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SEHINO SUCH PANELS. ANCHORAGE SWILL BE AS MENTNED IN AI) AND IN A.2)- (0) To neTAG.fOlN-n'-'-r- Rios.: vNN_i - 1/4• P TAPCON ANCHORS AS MANUFACTURED BT I T W. BUILDER. INC - 1/4' P X 7/1' CALK-N ANCHORS AS MANUFACTURED BY DEWALT NC (C -1500 P.11,) - IT 4-10 PANEUMTE fEWLL O AND PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUC13 (rm-2071 P•A.L) an w w W PQrN bl�� I I I CANT 1 OWN)« . r 1 I I � 1 EQ• n. 14-,0'4 PANELAIATE PLUS W/ /.... �/UIf . 3/32' WIND Nut wSHM (BEYOND) OR CONCRETE KOM REQUIRED w"u Bbolur-1• aAuia aMO SCALE 01) MINIMUM FJABEDMOVr OF tAPCON AND P ANOTORS IFANiLMATE FFM4LE D a ANELWTE PLUS INTO CONCRETE BLocK SMALL BE 1 1/4'. 9.2) MINIMUM EMBEDMENT OF 1/4'4 X 7/6• CAUL-N ANCHORS SHALL BE IS 7/B• INTO CONCREIE- NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4' 40-20 SS SIDEWALK BOLTS USED SMALL IE LONG ENOU Mr(SHOUW ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4• INTO ANCHORS. S.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL ANCHORS SH041, BE LOWS ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. A7CNORAOE SMALL BE AS MENTIONED IN 8.1) AND IN 0.2). (C) A FN SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S TORER 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE SMLXIUIK WIRE SNUFFER Is To BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY K ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BURDIIGS. 12, THE XVSTALLATON CONTRACTOR IS TO SEAL/CAULK ALL SHNTEN COMPONENT EDGES 04CH REW W IN CONTINUOUS FACT WITH THE BUILDING 10 PREVENT WIND/RAP! INTRUSION. CAULK AND SEAL SPUTTER TRACKS ALL AROUND FULL 13STORY PANEL INSTALLATION SMALL COMPLY WITH SPECS NDCATED IN THIS DRAWING PLIES ANY BUILDING AND ZONING RE6NATION5 PROVIDED BY THE VUFPSOCTION WHERE PERMIT IS APPLED 10. 14 ATRIUM WINDOWS AND DOORS, NC. E - 2 HANG STORM PANEL SYSTEM- IS POW PBNGM 15. {C) THIS PRODUCT EVALUA/ION DOCUMENT (P.E.D,) PREPARED Br THIS ENGINEER IS GEMINC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,. LP, WHERE THE SITE CONDITIONS DEVIATE FROM THE P.LD (a) CT MRA PRODUCT p ACT BASED FOR PPROV DED HE/SE L4 DDEND YNTEEF'ROMM THE CTION ONDITIONS LWE BALED ON THIS DOCUMENT CONSFRUCTON SAFETY At SITE IS THE CONTRACTORS RESPONSFOUTY. W THIS PRODUCT EVALUATION DOCUMENT WILL E CONSIDERED WOW IF MODIFIED. (4) SITE SPECIIC PROJECTS SLML BE PREPARED BY A FLONW W"TEAEO ENGINEER ON ARCHITECT WHICH WILL BECOME THE CHOM R OF RECORO (C.O.R,) FOR THE PROJECT AND WHO MAUL BE RCSPONSOU root THE PROM USE OF THE P.E.D. EN61FEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SMALL SUBMIT M THIS LATTER THE SIT SPECIFIC DRAWINGS FAR REVIEW (a) THIS P1.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Or THE PROrESSIONAL ENGINEER of RECORD THAT PREPARED IT 16 STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION At STORM PANEL IN ACCORDANCE WRAP SECTION 1706.0.3 OF rLORIDA BUILDING CODE, ONE LABEL SMALL BE PLACED FOR EVERY OPENING. LABFLIND i0 COMPLY WITH 9ECTON 1709.8.2 OF THE FLORM BUILDING CODE. INSTAUATION -"TAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEU 1 D CONCRETE OR CONCRETE BLOCK fONG[W ' 4 Ara IQ fPfPti--.y,p (1Q_�AX� 4.d la`W'Q'w NNf °R I� I � 5 �M4,d � ON� �.� �\ � •�OM LVIORw f - 4w.. 9 J -� • i wl IN n FOR M" IPIO OLMi I 1 I 1 I tt fl�Mr: 1Y n B 1 I �LL-Mg T OWNS jhm-. aN War a) y� O .we §% a 11� I T IN YI IN�>o.1/.• nAN6HRW,tIMIR RFR � V .AIL a EAR N=-- mow 8) 3wL B - lh-, �ToCMNaTN�� SECTKiN 3 s1����. � AmL I. SOIL 3/11.1- Y' S/6.t' l °r "M° • E W Na SrORWrA/ONP T TIP AIPa Fa ,R V MII AT LOP /R Pp(. MINI ® AI a i�'eo°R 1MIIIHMI 1'tA BWM tr Mte RRAPt u,"KM"IaSw a .*"' i I"'�"°'''db 1t� "' °°'.M""11 a t�Am� � No, 44187 to ..ITmHN MOWRINo6 FAN m ockwo IN ANY IN, TO w0 ALAI FLORIDA BUILDING CODE N STARE NNm riTrco W_ 20 GAGE GALVANIZED $TEER 4 O'• < _.. ••�tVA ta.. ADM IIla.Cr •••? IL E GLOBAL PROTECTKN P1 Irm'.oliiuri �T/nt. p NOSly ,IR I o■,� -6--P N N L _ cu 0 CL Q 0 O .� cuL) Ucj � cu 0 cn 2 0 cu 0 0 c0 LL 0 ::1. .� AQ W 2 cu -0• ��\ c I en C O as CV C5 0 LAN CTO n O ff N N L Q N ra ED d d d d � tx '3 to /C a7 A Na a, o U z .end' W _(3) U) cu U) CL CL (3) c cuBRNB.IY O U ■ � /•� v t/ �(Dcu W w Q Z Z J a SHEET N0. SH 1.2 1. :1*t- , . 1f 1. ja-�AF;1,1.1�4 - 1:�l::,Wlt.).;,Ej�l:l*w4ow.%f,i�IJ4 . Y. . .4 p(IMMM" A.S.D. IM7RID MIN P SEE= ETN9RAL W TO O1A94 pAI(� COIUngN SECTNNS'0 N60. -753 Pill OR LOSS 2 9/ir 90010 • 1'. 2'. 3'. 11W, 2Y/ A 310 .68.0. -76.3 70. OR LESS 2 7/8' _ BOLTm • A.A - =W/ 1 _+_ 4- S.S. M.S, a WIwOMR AT OVERLAP a soxof Pon LENGTH LIFI15URED Or PANEL. ..1 I u ♦; . 1;.,r ,, A- . . I P h. 3•I =Tti ,. .1, .F ,IN :;TIV •h•, :III• 11;. H e. Li6.nl. •Ir 4. ­ - M. I AID. tea' MCI" NMOM MR E. D. - 3 i/x• . AP PUGJ u TO AR C DF 7HC• YANMIM PANEL LQN91N v (IA) F WMURE RATal. DIO TA•COIa QA UI-N owaimn r91Mu D PAIIli4MTC PUA TO comenmTO CONCFWM v Comcom TO Cc-CamIra GONG -WTI TD comcm E ,2' N/A 12' N/A 1 12• N/A 12' N/A V a V (TOP) if" 3'♦ 10• 3' S' 4- 8• 4' I' MOTTOM)I saws 4 80.0, -76.3 12' 3' 12• S' 1• 9• B" r t NDIToN) 70" ON LESS N/A N/A N/A N/A - N/A --- N/A 12 1/2' II• -- , 2' (BOTTOM) _ i I N/A I 6 1/2- N/A 4 112' N/A 4 1/2- N/A 3' (TOP) 12' N/A 12. N/A 9 1/2• I N/A 9 I/2- N/A 3' (wirrom) 12• N/A 12' N/A 12' N/A 12- N/A 4' (TOP) 12• r Or 9 1/2' 1 12• 1 IT- 12• I,- A. (BOTTOM) ♦ 0 W.I UNT£D W 64 P AS 0 0!]1GN PRt3901E RATI.0 AMC SITU 26 FOR AICKM T11E As SPACING POUR odfAUAMW MR) wOOD ERA[ WLOM MINIMUM A"M 6MOM03 NO MMLAY EDGE DISTANCE AN MWGATM ON TOO 909OULL FOR Ea LEA INW RAWAOD ON 6 CAU MICE ANCHM MACRO BY MAIWLWIM WMCr4 *Oft ON BOMMME IN M FOUDMw FACTORS FOR ITO OnWM TO K Nil NKL P INUCS0 MC00 MATH USM FACTION Swu NOT K I= THIN. NOUN 9/ACM MDGiCD FOR EACH NNDOR TYPE Ai wool= IOMM AllOgll TIIg _ �/'•w ..UPOW/ 1/4'P 1/4% _1/A-. = I 111w*"- ON. MOO W.Mr 0.) 3 $ 3 3 'A IR44.IIFA11. O.YIWM 6YL) 3 3 3 3 '�M"') M.WIS. a.Y SIR) 3 3 I/] i 1n MK CA1pw �pl 'Ir 36 _ _ _ - 3 'Ir - N r .M i.a" -.d ---- --- _ - -3 , ,m -,a0' 1 -1--a + PIEOARLS sea., DISTANCE fETKM BOTTOM OF PANEL I _� Alp ® 1/Y TO RE. 1/r I/2 1 1 ++ KM M1ES M.4 OWANU ATwfI11 BOTTOM Of PATER I AND (D TO W_3/if 3/1f• -1 1Aa COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM (SCALE 1/2-17 PANEL SYSTEMS _ _. - -- _ _ - 15.125 CIOTAL MO) -, _ , _ f _ .. ... _.. _. ___.. tE500' (F1rFCC7AE MOTH) a e - ___ .. t' -.T6s' I I - T.xsD'r - / ^ . STUD • -10 0 [6T T. .SOD s _ 7 J60' _. ( i - ! � I P . _.... _ / trip.)_ ,I I-. - 1 ' . _. .' P.... 7230• 1.IJIID' 1�10• .- j ` ... , 1 I 17, �:.730 : ANGLE 11/4• .374.�.,-_t_ raoy ,1f• .C5610- y (M' or 4 12 tKtoomb) _ I _. A.. _.t _ �• a5o I Awe 1 0424* U 1b 1 1373, �•' 1.fi1• �t - ) ....NIL LOGE uMi STEEL ASYM AIM IMP. G'a'oO-6D L �' L .oN' ZIPS' f_. N, 1 A1lY ___ --I -- ORAL A DIEM. _._ -_ ... (I Q ST�P�F,I„L i ,P_1.36D' - DETAIL A- (_ ! - i0m•--- -._T 'mom arr TAI oae" W/ I/2* to ' O4 ANGLE WITH STUD O N' N ,DIET (3 ' j� / r'. GALVANR£0 STEEL AM 0111 OW UP �/_, „-'' AL , � I,W ' ,.\. :,� 0•1 133'. •.270• , _. T__ I.-- I. _ _- gyp- 4- W673' ff . ..8- 1 os 0.21o'F t , . ..3 ';r . 2.250'- - '.. - ' ISOMETRIC VLEW_DETA� A _ I _.. _ 3200' 1 ._(.. - .13Y --� M -_) 57`' PANEL I .770•I_._ ' :. - OR ',, �..,r �.✓ ^ 1 �ip.� -7 ROUNDED CORNIER * ENDS OF PANEL'S I - MR..9M• "` _. ,. - [ND LIP W/ HEMMED EDGE. --trf' _� (N.T.5) t. .625; 37s' 12C 3.750• .ms' I I 2.500' I - - .061- oer GIMP.) '®._ 1 bO KEY HOLE WASHER 3105-HI54 ALUM, ALLOY �- TIP. 90TTOOM I ... _- _mGE IX rwNa © KEY HOLE AT PANEL -.760'- -. L IZA' .-� .-- 7$D' - 1 ' ,SEE STEIN 6 FOR AWRKMN .tl l' LUTAr4ft F SLEEVE UDOTN 6 I I•, .091• M I y ,.260• ; .374' li � j�� - - .125• L t1YP. t - OILY T•LD FOR INSTALLATIONS BAD A 7a1•-1Moo0 1TIMK7UIKE 1. ___-..._ 93' I .... . { ... 4 WNO'i -. ._ 64f - ..-�.OSO'. I_ - t-.1 it' ' I Iw (rTP J _f 2.0m 1 !.770' .230'M. (2 REV. wH" HEADER ©"1Y HEADER 1 t i (TMP ) 3 - . _. - r ON TO s' w.. --- ---- - ® SL�EppEByEVre�AE��uy1 � MAX. - aJafoT----A-r.y ymz O © l I0,*,I*_ 0;01, 1 i Y p�A1�� Sz�YAErC LdElf.9._O1r1mIL- 374' ,. __.. _. - - 3000• ._...--.-. MFIili .x z I J100,,�, ( _ _ _ "��" j__.-)"' J 08t" .- p A Tf(4"'/IY �: •'' �r 4I.: vCE#Olsj%� (USE ONLY SYSTEM) �1 1 /4Y WIDEN FOR E-2 PAVE SIOIWA PANEL NU-16 ALUM. ALLOY .,1,• .l66' 1.671' L.- . N --, 4TO• 115• MN. ;r ._ _.. _.. . 2 . t T • P ? I flt6' sk- 2� No. 44167 ': FLORIDA BUILDING CODE Non 10 h VelocityHurrkane Zone TB ,y, -MN • +� MN • Q r - .Xw2e aT,m, W. 'At -, .00a" 1.701' 121- t . _ 1 (1m.) I fit. s •. STATE 24 GAGE GALVANIZED STEEL STORM PANEL OWA _..__ fg SECTIONS - _ tr _ NISI f = G 1 L E C O Ifl�. F p .T/n/IR.o PROTECTION - PRooucTS. uc. MR, Mil. IN 2Q4' d'-/ b !, I#., Y.. FIAA W.Y .AROL R Y,M n.. AMI m-,Yl 13.4 6r. AL wl4 20-175 Al1Wl[ (M.)MD-]5M Im WN)WI- 7 '5 1© O4 GILD -GUT "F" TRACK ©A lYR 7 M,e TRACBUILK (ZAMMAACH3 ALT.OY)WIN[iNUT P , N wN l[RG M.M, F.0 Y T INSTALLATION DETAILS FOR REGULAR PANEL In INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALI TE C�API�O" SOMM (SEEStmED CONCRETE SCHEDULE ON- _ POURED Wnc1ElE Si10EIS TNPpU�C1 Io) OR COG SHEETS ff TMIOOGN I01., REQUOIET. BLOCK ' REQUIRED. .,,, LOCATIONto g ,: -. __ .C.O. TETE 0cL 'DKWCIE Of 0 i,. (SEE SCHEDULE OPIJ �,. /i SHEENS 9 TRACK, 1 / % -,•Ma- ,�/ '•/ 1t.ry Vr a ?'4 j J4Y i� I @ i %,./! , -.4 -- 10 -. . 0, m moral ,. / , /.. ;, : , I/A• / - In NA07 1D1 f01b a Y ,/ Ill• JI/4' ,/.• l V tt Yt w/ wr -- ._ YA74 .ffEM4V�iNiiC �.. .. - 14Iu' .. CONCRETE ANCHORS • ,2 1n• O.G / , ..T_. _._ ._T- _ _. 3 i - j- (SCHEDULE .? I v I I _ .. .- .GNP SHEETS G°M 10)• I LQ E I I 1 ,_ a- O o'c I I NIN I E.D :�L;, 111 _QJ 41D 1 ff,� i' 1� 1 / iT' ! Al,i l P+WEL WIDTH ,f' ��1ING� - C1A55-' T ��7� Cb / I .` I tm SCHEDULE E oN slRm 3® 1 V f` I I Sf //,a" rY: I l:./ 1FP+V4 T1f]N rF 5DLX.E 1 1 'Ls�92Le w/eMAW 1 L, A n ARMING - '•%" r I TO GRASS' Ges SHEETS 9 .F mamma ION TO GLASS 1 1/.Y-AT• (SEE SCHEDULE 1 f/4•.-xew• 9 a 10 i 1 ... .. I LOAN oil r-•') 1' Yw. (SEE SCHEDULE ON 1 4 - IT ON DIALER 3) A pp''n SP'ACM Y- I•. PALL LEND N I SWEI 3) - IV -. �. - . m nWa 1• MEN. I - JA � - : �' � ow VINE TIER$ t•.') ,_. (WEE SCHEDULE E 1 ID•n. Sol r-9T PANEL LENCIst I ,; , tOW.l Mwt i ! .. Mn. _ - T-- ON SHEET 3) 1 1 _ _ (SEE SCHEDULE EX 1 ` __ _ __ : 6EPAR . 1 T I =*r+'10•.I I. ON SHEET 3) ��� i t -•S TO CUSS. r O I _ I(SEE SCHEDULE I ( -- ,__.T.AV. -. - . is - 1._ sox1 iv`L =. _-.T___ 1 ON SHEET 3) 1 /�' 1 1• I `J OF 1' i „�"� I ✓r'� <D I /�"� I RAN, 5 �..'r /� MAX. %• / f I 7SOX W% I ,. I/! I I 't 11 I t 1 FY-1p,• I __-I 1 / I CONCRETE ANE40RS �-'•� • • N V4. 0n CONCRETE ANCNM EXISTING FR)URED - \ ' �� \\ \ (SEE SCHEDULE ON y p A7 (SEE sCEOAi ON f ' + SHEETS 9 THROUGH 10) c3• SHEETS 9 T/ROIIGHI 10) / 1/8• LONG MAX, ALUMINUM CMICIIETE ,"" ;; .. � ..� v EDGE OF WALL OR SLAB / . ,,V. REOUNSD - �%, \ \ (KT. CONDITION) rr/['. �:/ SPACERS • 6 1 4' O.L VAUO FOR w'u ALL OCBDN AND PANEL / .EX1fTNG POURED CONCRETE dl CONCRETE BLOCK EXISTING CO RETE... UNCI IS PER WET 3. /. 0 CONCRETEPOURED CONCRETE AMC NOR£ _ .- T J! REOUNEO. • (SEE SOMEDIAE ON n/N;. RCOLom �A LI1P• LONG E p _ . - t2 ($a TABLE OfON 34M 9 THROIICN 10) -STNEFtS 9 a 10.) BUIL SELF 3/8-1• MUML-Ai Sf'xF m, IRNNewN �Ea A. "o �:\, E % FLORIDA BUILDING CODE Ion High Velociti, Hu cone Zone) g19N K INC. CO. f � 0. 44161 1 "m°' 21 OAOE OALYANRED situ STORM PNUKI DRRM •. _ NOTE FOR COMBINATION O'.SEGIKiMS: i *' ' * , * ¢ C� e7/x7/NIN Eo. EDGE asTANQE g�;•. STATE D GLOM PROTECTION PROOUCfS LLC. TOP & BOTTOM MOUNTINGS CAN BE NgOVr [OR1DP __ram IL ECOtM°. • WE. (SET SCHEDULE ON f � / .Nw• u M NI11Ni SHEETS B a 10) COMBINED IN ANY WAY TO SLUT ANY / y+�•w' RW n N+AE 0W1f' N 14 20-175 "" "&t.nr-,AN ti m-INN mom& t4e4)M-7s.t NNE tw)N"7IN INSTALLATION. /O f��1V / Y., . , IXIMWM w NRI;;) R 1w rr•A yr •,- M +. $NO Aa N' INSTALLATION DETAILS FOR SERIES 2000 Ok 1 000 _E-Z HANG STORM PANEL (1) INTO EXISTING WOOD STRUCTURES -- _ � ,/.•4 LAG JS7W.W6 • C VC -/ I n' - THREADED PENETM1gH _ _ l ,/e'. W SCREWS • r OC R/ t0 Curm wow 11E11DO1 toj W�n. 7•.R• MOOD ' i 1. PIS XARD /•'P AG 601EW6 • e' Oc W/ = 1n• W. THREADED MNRMT ON lO EXISTING WOOD •61MR. 1 f ., 1_1 I MAY ON ON EDGE TO /; ri w w'D00 11DYMA�"'A'�', 11.1' ,Y • GM. S # U ',.1 rA Two aQ) %f ! 1/.'.-� a' M.S t1 ! ♦ tbAH. f1M1• S.wx 1 ,M a C♦n Y T • `a�r V. c � . FA. THE OF Y YG +G 12 0C. yy aN i fY L M1' A.. )H LIG SCIaWS • e' CC, w t ! Ze-2W1.' Ac�I �+ ,I IV i l,T' ( '!. I W11/ rn •M3/=r 1' � ro' z• WTI. WOODn*KKO MwnMTR%1 1 FA CM Or -Y � OETK i/2• • '. '�, ..", AIP/IIN __!!n A, f[Ld, _ OF C,MKff& RYP) ' T - / , (Slt DETAIN 1/7a A 3/w A„n1. POP NNET 4 C.T4 #14.1• tM.6 t,--NM. t�JEli.. S ' VET.) w01H OF MR+ 0 • fA m 0• 1) r•_ 1 10 �p HEA 7)Aiij dv. i WRWMETw. I 1 6 T (m ORAL In. • Q T art'"enan ^-( MOOT! WPM REDU..Et 1 1 II / _ 7 D/4' WTI w �� �/• .IS#+R'W LCPARAWN i M4'P-20A3;.' 2 10 am. I yjd+M1j/32• WL1C wU7 6 - ib GLASS WMRGTrtwJ GI 12' O.0 I '1` YUF If i ,�w/T/6�/lr• AL� Lt i 2 1/11,ICH 9 j I I/Veee-2/WWp}.J�lr - ro GLASS 1 lµ•P..2/au_rr K �yF, III I r I -=I Ww6 VAR •/ j UM!I ��1 1 p 7 I gN (jj K' (%ASL. nRtn' b.9YAP I r1m n9AM I Rz tl i iT -- ________. I i F r I I d ' w _ ` r 9 II D 9 IN r I I# �� . I� 1� FZow Y.1.jrl w I 3 GMr 1 1 E L :011►W32'IS 4 11 r 1 r o'c i r . .)_. _ _ _-- 1 E I ( (2s M. )�( 1� # I 1 1 1/a .- a• s. wJ• '- � � I I .•P PAKi�\.R rEMwE o 6 �... I _.. . _. ,� I $ ' i, 2 T I a.- 4•rM PA W PU13 w/ CPM. .....).. 8 4 �- • 1 7/f• Mn T,OWAGED kMSNC I � __ / r/6yYyaa//� 7 1, rKYPE to •e1DM) INART�M,- ,2 t/r OE i e1 ( I` M L N(R OR 1 1", A!/4• ..^ !8,{ L 1/4'e LAD SnRTNs • 6' OC. N 2> 2'Ya• p�3 W _MI q-Py- J w•, 1750 (STI i , I I' ,NIX T�ADtb "" E PUT OR OTEII A!'O ��1 1 �y__�4a3a2'__'//p��.., a•rR!< •^ IA BELDFG I _ 2 Ia-lb PAN13O- PLUG W/ 1� AIA RAlll'. - I' ''I 4 %:.Y W/.• wi*I1/R'N3/32' WOTL IA BCLOM} PI.,Ou VM .Nm. „Rri[TPA1%k1 . v • �, Nut I r o c. Su 1000 '' /.Y LAG SCREWS • N' OC w,J 1/4//•.22 WMV .WND.5 • N• O.C. w,I ��L� WOOD R�REOIMLD .• I �• r00 t 1n• YN• 11NwA,WD 1N1/[1MrOV II.. U) YIN•. i'MGMDIH a WIAKOi PEHETW,TION WALLAM ALTERNATNE 2 W ►AR RE0.Mm nA roar M. 2•P4• wow " SCALE. 1/4".,• PLATE WOW" FLAT qAT OR ON T11a' ALTERNATIVE 1 N11 SCALE 1/e'.I• I I C�•, NNIDIEIP -FLOM�.,g EIL .ING �T� A TCL -RNAT NE'W 1. INSTAIATgwS ARE ONLY VAUD FOR WITH ASO. LOADS ,1 uiiOLi1G UP IO +AII -73.3 aef AND PANEL S uEMGlW UP to S'-lpr--- s \NAIL\/INNNMNNy SCALE 1!A -i• 7 FIN• raw no1D FPWO Cr1N41RlNCFIDIF: itD00 MEMBERS ,O DE SOLfiNIfAA A '�„{L A; �!I[/r SCALr 1/4•.H- uL. PINE N.. R W/ SPECIFIC DENSITY OF 0.56 OR EOLYL eT••••J;p✓ �C FLORIDA BUILDING CODE (High V•loci NwrrlCone ton• ;' Nil. 4 OOOep'tr,sl. PIE SU I 20 GAGE GALVANRED STEEL STORM PANEL FP !i SPECIFIGT AIP KOl11Rk]MMS FON I N 6AA ®A EDP A4 # • : * I` _ DRAWN W WELL AS PIMYL (IJ CdAWL7pN lD IIpCK4 rD 0P2j Al wT15.. B\EEO Dw wD00 J+P[P rt �' DEG d 2000 EEt•`4 INSTALLATION TYPE ON SRQT 27 yi -$' STAT OF �` ^� ` GLOBAL PROTECTION PRODUCTS, U.C. M/N/IR,o ALiERNATM T HEADER -. f[fl 0 � _ ._ IL E C O IMC BATE re• rOraNMlon a AM= WOOD ,L` �: \ .POD t■. 3• sown TOP A gDTrDM IOVNT•WS CAN or coilm" w Iry •E.dIDETION t `A1F'HF!N M "MySs/ON LE�� I.M!'1Y.�''m ,.A a. 01°ww•^ Yw R.alt (•I.Ra 41 0. FOAIII' j1340... .1 20-176 �'' 'A" WAY t0 Bur ANY TNSTALIAION, SEtL 1/... 1- I/M. H\• O.-OO'tt. NYrw� cA I.., NOW BN,UTFEP TIMERS NOT SHOWN FOP CLAW PL 4MJ10.WTUWC/Dnft A "119 iii W% N~ M1E1 M W M ALIQE of RDTTINM 1YITH TRACKS L'I OR (-A)* MAXIMUM PANEL LENGTH "L+* OR 'L-" (ft.) 0 MAXIMUM A.S.D. DESIGN PRI3iSURE RATIO e.T. . > - (P ) ( ) CONUIET£ a WOOD VeSTA"mrB 1 + D 2V250 $21-01 IJ•-O• _- rs_-0• IP'-a' rr•-e•- To'-r --sDo 3LSD to' -to' to' -a* _ IV* -I* 914, ___FDA 45.0 _ s0.o _ .-BAo. 9^0_ _IIr 1 D-- e.-s B= , -o r-;- Pao 1•-f' 7•-0' . -wo- 7•-3• 1__10• 91-71 Nno 7W-00_ .r_i ._- Poo - KO_____ 6•_1• _e 9 _ 9•_2• _._f-C• ,ODD .__ li.-0• - 6-rl•. ---'r06.0 - 4.-3.- �- 3` flop - - 5•-7• 1110 J' 1' T t39 T S'-1' [ _up-..ANDfa eCORRES 2/1 1/4. 3/4, 4/3. 5/5 A 6/5 CHEOULE ONLY FOR REGULAR STORY 1TF/6. 21IN/6. 3W/7 t 411IN/7 RETE. CONCRETE BLOCK A WOOD (t) 01*1m (SEE SCHEDIAt ON r Tax ______________ _ ._ 1' MIN, ._. __._- ARE7S 0. 10 a11) -}-1. R- SAW l�n)E�AMIM AT EACH O O �' - } ENO 1nTH�c(� IT' . a k ft Dq ° DIRECT NOSIN= AT EACH END* D.M.. 2 3 4 ry 1 ...1 � r F'-T-'7-1--r-I -- T-r-r- � r � r-T--T-r-r--T-T-r-r T----__)....i °< MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM A.&O• DESIGN PRESSURE MTMD ♦f. +M - CONCRETE a wow W STALAATWS 1 _ L• Ir no f9•-so• ff=r Sao rf_e; to'-7- s.o io-,o 9'-Y ..T--aSO 350 11a0 _. 01_, RY I o_ 7 a• 7 6' B'-r 7 9- - 7-a' no s ,. /'-Ft' Pail sao -- - r-0.- •O D � WO.o�. 7-0- -- V-9• e_3• C-2, -_ O30 r_ 1. S'-i0• _..._loph r-3_ - S'-7- - - 1pL0-� f'-3• - 6'-e•- rfao - 3'-,• I PAD NRe , ,- - .'-to" !.-9' MNu1UM SEPARATION TO GLASS SCHEDULE MAXIMUM PANEL UNISMI 1MND SPEED 4 170 .4m WIND SPEED > 170 tnl.h (+n) WOMMMMEO I RESTM OED UNRESIRANIED 1EESIRAINED 30 OR LESS 1• I. 6' 1 6 1/4• >33 TD 90 I. I. 7 1/2' I 7 1/2' >W M 145 1• I. 7 1/2- MINIMUM PANEL LENOTN fin] FOR A GIVEN MOUNTING CONDITION mP __TOM DETECT mowTENDER T' D• HEADER D"S' .L, E -F, TRACKw 'PTN�K 9u,LOPOW rFf��TaMECX amum - DIRECT MOUNT 4r 32' a2` 1. AS. So' So" - 4 1.3'X1.6• STUD ANGLE 1. 3Y 32, Sr 42• Ile -BOW- 1. 6 1tr TRALYc - SS• 3r 32• 4r '. c0 f AKW -1. 32. SY 1. 00' 1. S6' 1 SO' 1 .- 32• 31' 60' Be. 96• ; 1 , - i "' ,� ..- - Lj- - ­-j ­ -\;' -- I - - , � -I i IF. s I - t -.1 "'I I- I., t -1 . ? . I i_i _� -I 111;v-- - - i_ - r VOMMI D PANELS I I � I _ BOLTED PAINElS W/ 1 N-20Ri[ 4 -(SEE SECTIONS A. S.s. M.S, BOILr W/ • Et ; L'APPLKiIi)�.,11- (SITE W..L'IONS AS APHJCABI,E) I IN I I'.II i ,i I:II I 1 1I 1_II IN L I, ,1 I i 11 I.'r 1 i I D.M.. 3�. 40. - I -- I - - - I -1 - `-� ®p1® 3 MAX.-i ✓IS o '•=_ t_) -' • ON, i1' MM. I 1 /4, 3/4, 4/5. S/5 R 6/5 IW/6, 2W/6. SW/7 t 4W/7 I .... 2/4 • __•ANC/IORS (SEE SCNQAAF ON SHEM 9. to alT).. ' REGULAR STORM PANELSj7 ELEVATION 1 N.I.S. /4' M•. GAP x.ar (METE O.aUP -, WINK E WULY) (^ I^.F j\ Nn.Ts. mmm (1) L+: MAXIMUM ALLCSMXE PALL LHIOM MR A BARN POSINr AS D. M M LOAD. L- MAX NUA.MRE PAM LOOM FOR A GREW NEGATIVE AS.D. MOM LOAD. (2) PRoCEDMIL t0 Wawa RAOMM ►ow. LiEwark GWEN A Pasur E A.S.D. DESIGN LOAD, DETERMINE MAXIMUM PANEL LONOTM'L.' FROM SCImtRO. tA.EN A NfOA7NE AS.D. MW WAD, OEIOWaIE MINIMUM PANG LOON"" 1= FROM SCHEDULE. FINAL ItAW4RM AL ILLE PAIQ LD6TM 6 EAw4l TO YW NOOMIY DE7ONI n MFR1 LOW" KIW M 1.' AND 1- (3) SEE SCHEDULE NIOW FOR Wt PANEL LENGTH FOR PM07Y GU•LACAROM. N4TALLATION3 OHIO FLOOD ARE Use= TO 1 95 A.I.I. MAX ASV Dam PFA3sm RA"m , _ 4. To a 11 FOR. MAX A5D. OEM LOADS M IOW.. PANEL UIRMANS FOIL * , 44161 ail T&I'm INC. 24 GAGE GALVAKM STEEL STORY PANEL D1M1 0 . * 1% TATE OF * I L E C O I NIS. PROTECTION PRODUCTS, u C "I',t'". .EGO tw. NI s 1 H '.. ORIDN gar -39> �YF.Y.ra..YrMCa01nAr"'rIM IY.cIT.MT. 20_t76 . pWry Rn•,s . A.: rYo WHY. PMbR: (IR.)r-3DW ML (M•)M-•VIP '4A%_`i/ AIL' Q!`" .+r N..rw..•, _ .- - rw.W Nw INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES 1 SEPARATION 1 -0 . '- MOOD .•, it TO GLASS -_ i ' ;• (SEE SC/RDLAE ON y'l , 4-p,,. r (SEE SCHEDULE I/.1,-At• _ i WEFT ) Ii - 3 MAID NLn I ON BNE6T »+ ) yttaol. It VT. ,, I; , , 1, _._ ­ -- 1 E%ISTItj,_I _. {...,. _ ___.-._ PANEL LENCI)l , I! r ANCHORS a �,_-: aEOLRRITOHOWHEDULE 4 1 '1,4. j , I (WE SCHEDULE ON .1 . ._:.---'- -...._ �_. FETE FOR SHEET 11 01 f .. I SP A@R _ _ r-'T ,!,, 1 r-I I�.I VAX. �•- I .. 01 i � Or 1' :I -' .I tD nQi 4 ; _ _ I MAC. ', ' 1 i - _ - WOOD HEADER 4 2• I i EO I - t ) 1 REOUNEO [I ,' ----- , 1I^ pal ,, I II 1 ,11 1 I 1 II 1 L L--7 � L..I ; I--1 iI I I !j, _ , MAX. TABLNG EI01 ON SPACHEFT i6. 12 I/p• -®O.C. (NEE TABLE /1 ON INLET 11J Ian I I I I! SEE TIM - BELCH FOR LIMITATIONS FOR I SLPARA710N I 1 MAX i I IL:EL MAX , t 1/2' LONG SLEEKS. '? ', I 10 GUf9 1 PARR LENGTH , PARR LENICl,I Sit D I. . (ON (ON !}}}---- SHE I ION 911EET )3 SEE SCHEDULE 1. ,. I SHIISEE Ef 3) I' ._PANEL WR FEMALE D OR PANEL RATE i/e1-EAR�NN•.MIt 3 r,1. ', I; PLUS (SEE SCHEDULE ON 94M 11) tI Of I li rnOf �'oA r-h EX15TWdG 1 Pip G�VLg�S, 1 YFI' W600 pw S� I I _.. - I G1A59 j..(1IE ScNcVLu i _jA PLATE REOIARED NerM MOUNT W ER �1 I ON SHEET 3) �1 DIRECT .. _ I` ALTERNATIVE 2PW-� -. T,._ :- -­!_4__, . „ - I ; I .. .... f;. *', SCALE 3/8.,' 1 , L �nI 1 I (-.-J i SEE TAaIE 1 ON SHEET 11 FOR MAX, PANEL LCNGIHS AI F$p',A I I •; � a 12 1/2" O.C. MA%, A DESIGN LOAM FOR THIS INSTALLATON. I 6 OF 'L' ,. , .D 41AX 1 1 �, -. . 1/2' • 1/2' O.0 ,,.. , •,- , L-� 1 I ------------, O113_ 1 6.( WOOD ANCHORS * * mm I i_ 1 O E} RI- 1' - - - - - -'- wvm, M 1M m t I/r LOX N r I (NEE SCHEDULE ON ' i I I ----T I , SHM i l) (1) MMULLADM O LOAM m A OM VMW K%MNO OW 1r-0- _ 2'.4' WOOD *am6 ITVI IA9II INOW NBWHI DRAW 4 A •I9IISLTDM rnor A1W 1 I .. PLATE RfiOulAEO III .. ,KO ANCHORRS I PIUIyIIS MBAR aAM1nLLIF EmIcARo on )A¢r It). I 1 SFAIIGiFMC W/ STUD 1' I.IL 9bMM1RN To MAY .191G11D I, ,_. _� 1) ,., $-.4' WOOD ON 3 YW' K NImYCm 10 1 4 A6 , + I/ PLATE WOURTEO Oil AMCNOII{ OON91111N OO1410AM 9A pMAp, YAIE P°WE O M 'I ISLE SCHEOIIIf (M Wq DB a" TN9 ME ---_ ._ , ...._ . � MALE FEW) A f[ IMMD $ADMAN A R o.O. CpwaITE I.i lAtrIWn110M PIy ft I/r aC. SIMMNO AIL.OTm W I SHEFY I I) METH M *Lo Rt AL �. (1) WARM AID COMlt P§ClkW 1 ! I M,M9 a .4% -M Pat (3) HLiAIL 24 IME PAIL LOOM 6 LMO TO W A ANY N1DM i 1-1 • .- `. =- --'- I - I W .N\RIRM 61aMI IWQ LDWRt IS IS A tsR1011a Nees Le. ►Aral LPD0T6 ALLDIm DM 6DfOME. SOW 11), 71' i H1My�I �� T19F (4) I III` LOUD 9RIICER OMPOW ERA WAIL K A6 E&Mn DM i WALL MOUNTINGU) SOIIY .wI16 RARAMAIIWI a olar SCALE LONG RMEDI f4 f8 (ILY Id AL ERN T E 4!y N/O AN DaTIMD fOtD mZr MART I a4NT t •WO ZD ar I TER A REOi.� MAD FL T1D AIM F E N6B 3 A) aWWOEO A 1 p1Y I IND 1)T! ORLON) WNf OMO /T11 or 0 FIMOI WALE 3/8.1' N);=Am WIND OILY no WINO M am D �-.-.. 1��,3.3-In ATME MOTES. - --- - 4t? ''.CEff ''' .' FLORIDA BUILDING CODE Mon High WoolNuMoon• Zone) Y F 1.INSTALLATION ARE ONLY VALID OR MAX. AS-D.. sm0 ,AtpLo, SIC. (TOTE FOR COIIBIHA-iYlN DF SECTIONS DESIGN PRESSURE RATING (P.t.f) AND PANEL LENGTHS i . :OI 4� 167 L. 24 oAOE OALVAMIZED STEEL sT011Y RANEE DC,O'm * * - TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR i _ COMBINED IN ANY WAY TO SIDE ANY ALTERNATE 2W') STATE D - U.C. .Tao S.W. AT STFW 2, F'OR NEW W000 FRAME CONSTRUCTION: W000 G-Lr AN >! a r R ANN, P6W a ASI. MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC -IONAI'k' w.-. Bww-N•w Y m-1w tnWrt: LMgew.•mM, nuc 1pyar-m7 20-175 DENSITY OF 0.55 OR EQUAL, NAN4ITM WL/OMft CA-MMiO w. WRWM H. I MILiCR A A.. Pd. M M A W 19 - 0;IAj_ NMS AW niAPr BIl97Y � G.2 IYYL SKBIL •W1ISLin. (C) )EL_ •" + �i� S�CI�1G_�4)II...(t • 0 56 Mwr::. 1. STORY PANEL SHOWN ON TINS PROOIIICI tVALLWION DOCUIeFlii (P L.D.) HAS BEER VERFIEO FOP COMPLIANCE IN ACCORDANCE - I/e•• TAPCON ANCHORS, AS WMFA4n14ED P IT. W. BALD", INC 1NSf AT H11G11 197T.1 THE 2020 (7U EDITION) OF 1Nj FLORIDA tERDINp GOOF. THIS SF011M N'A/El SHALL N(R [K ALLFD - 114-10 PMt.LYATE RIIAIE D AND PAVEUATE FlJ15 ANUH0115, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZDNE4 (MUM -GAGE ! G*OWARO COUNTIES). - 1/110 LAG SCREWS PEA MIT S. OF THE ATOLL MENTIONED COOL O) BIY IK p F A WINO 11Y DE AS PER SECTION I '• T ND LOADS - 7 B " 3 8' BU9NMC AS DISTRIBUTED TY ALL POMP SCREW. 80L SPECIALTY CO / WOOD W • F E F T M P I VINO OR A DIRE ACTOR SPEED S T EL SPEED AS rfE01Y T+' THE UCIRISDICIION INHERE 510R PANEL PURL BE INSTALLED, CTIO/IAIJn' REQUIRED USING AS7, P 6 VINO S/lALL NO E%CE.CD DFSOt! C AIIIIL AA THREADED TION INTO W000 OF APCON CI10R5 STALL BE 7 AND 2 E MAC PLUS lA ) ) / -t THE MAXIMUM S.D. PRESSURE RATINGS INDICATED ON S1EET4 I 1 AN 1 1 'FOR LW PAINED .0 3. PAN 9 T5 1 17 I All ALE FID R ID 3. ! TMYI! 2 • f D EIMAIC NAIL M ORDER TO IrEWMY 11E ABOVE CONDITION, UL1vMIT DESIGN WING LOADS l7ETERWNFY7 PER ASCE 7-16 SHALL BE fR6i REDUCED t0 ASO. DESIGN PRESSURE RARNO BY MUL IPLYNG THEM BY 0.6 W ORDER TO COMPARE IWSE W/ UNIX (/.S.D) CI) MINIMUM THREADED PDWTMRDN OF LAG SCREW. INTO THE WOOD FRA4IE UNIT SHALL K 1 1/2' NO THREADED DESIGN PRESSURE MIMICS VOICAIED ON SHEETS d 9 TNNU 12 a 17. 18 PENETRATION INTO STUCCO SHALL K CONSIDERED AS PART OF THE REQUIRED THREADED PENETRA1X711. IN ORDER TO VEFVFY TK41 ANCHORS ON THIS P.ED AS TESTED WERE NOT OVER STRESSED, A 331 INCREASE 1N AUOIIAIRLF. STRESS FOR MOW LOADS WAS MOS USED W THEIR ANALYSIS. FASTENER. SPACING TO WOOD HAS K04 DEITRM9RO IN C.1) UNKNO N EDGE INSTANCE OF LAC SCREWS, INTO WOOD SHALL RE AS MO1CATED IN THIS DRAWING ACCORDANCE WITH N.O.S. 2010 STORM PANEL'S AGEOLMCY FOR *PAC? AND WIND RESISTANCE HAS BEEN VIDI'm & ACCORDWCE WITH SECTION 1609.1.2 OF CA) MINIMUM PEMETRAIN}tl OF WOOD B115NNC SHALL BE SIC. t/4' 0-20 SCREWS USED SHALL Of 1 1/2• LONG MINIMUM INC ABOVE MENTIONED CODE AS PER AMERICAN TEST LAD OF SOUTH FLORIDA REPORTS iMI40VIN 1-01 O FAM0219.02-09, AS SHOULD STUCCO EXIST, AI' LVMAPA FOR WALLS WITH NO STUCCO PEPSSTD IZ-96 At ASTM E 330-02 STAIOARDS, AND AMERICAN TESTING LAIR SOUTH FLORIDA REPORT /1123.01-10 AS PER C.5 W CAST SMwi PRECAST ETTXE, OR PRErA5/ COwCrt7E PATIOS. STUCCO OR R000 WARDS Y FOUND p+ THE [D5t•O FAO-201 AND /AS-203 PROTOCOL$, MIN AS PER CALCULATORS PERFORMED W ACCORDANCE W/ SEC" f004 Or T11C ) TIDE I. ANCHORS SHALL K LONG ENOUGH TO REACH THE MAIN STRIJCIUR£ BOUND SUCH PARRS FLORIDA BUILDING CODE' ANCHORAGE $RILL A AS MENTIONED IN C 1). C2) a C.4) 2 ALL ALUMINUM CX/RUSION9 10 HE 000-18 ALLOT AND TEMPER (UNLMS OTHERWISE NOIEO) SEE $HIM 2 (0) ANCHORS SHALL M INSIAEL_FD FOU.17WUf4O ALL OF NNE RECOMMENDATIONS AND SKZWKAMNS O Mt ANCHOR'S MANUFACTURER. 3 ALL ALUMINUM S LEI METAL USFO AT CLORUROS SHALL HAVE ]10S-N14 ALLOY, f PAWLS WY ALSO K MSAAED NOPIZOMKLY FOUOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROWN 6 (SHEETS 4 4 ALI STEEL SHEET METAL PANELS $NAIL HAVE SIiSKTURN QUALITY STEEL AST& A-653 GRAD[ 80 MINIMUM, G-ND GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® A<b $KAU. NOY K USED. SIDE DESIGNATION w/FY. 92 2 AM (Anrn ROLLED). 9 R S.NI.,. K THE RESPONSOLiY OF W CONTRACTOR TO VETEM'Y THE SOUNDNESS Of THE STRUCIuIIC WIRa1C SH UFTER IS TO BE 5. ALL SCREWS 10 BE STAINLESS STELE. 304 OR 31B AISI SERIES OR C0040 ION WSISIA T COATED CARBON STEEL AS PER DIN A � TO INSURE PROPER ANCHORAGE. THIS SNUREP SHALL ONLY K ATTACHED 70 CONCRETE. BLOCK OR WOOD FRAME 50018 W/ 50 IMt YIELD STRENGTH 11f10 90 W TENSILE STRENCM AND SWELL COMPLY W/ FLORIDA BUKDM WOE SECION 2.11.3.3.4. 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER 90". AS PER SECT" 1, 7, 4, S. 6 AND ALTERNATIVE`# IN. 3W As 4W ON SHEETS 4. S. 6 A 7 RESPECTIVELY: SHALL HAVE A LE(2OLE AND READILY VISIBLE IAAfNNG IP6MCTW OWNER OR TENANT TO 8. SOLM TO BE ASOA A-307 GALVANIZED ST4L ON AMI 304 SERIES TAMELESS STEEL WITH 38 NY MINIMUM VIFJD STRCNCTN SECURE PANELS YAM APPLIEBLE RERWCRCEMEMT DURING PERIODS OF HURPWAM WARNING 7 ANCHORS 10 WALL SHALL . IN AS FOLLOWS, 11. THE INSTALLATION CONTRACTOR IS t0 SEAL/CAULX ALL SNIFTER COMPONENT EDGES WHOO REIWN IN CWNUWS CONTACT WITH THE 1LNLU.O TD PREVENT WOO/RAN INTRUSION. (A) jQ_EAWMPQUBED4Q9ZM 1/4°0 tA!'CON ANCHORS AS MANUFACTURED FA T,T . INC (Min, ,'c 1192 O.W.I.) 12. STORM PANEL. SHALL COMPLY MM 'SPECS INDICATED IN MI5 GRIMING RHNS ANY BUIli1NG AND YONING RECVt/LIONS . HE JURISDICTION • 1/4` .. 7/0' CKN-PI ANCHORS, AS MANUFACTURED 8Y GEWKi INC PRDVOEp Bf THE JIMISDICFN7N WHERE PERMIT IS AP%1ED T0, E a, Or (/a'.. 300 SOLID -SIFT ANCHORS. AS DfSIMBUTEO BY AL PONT SCREW, BOLT R 4P[CVWtt CO 13. (.) ?TONS PRODUCT EVALUATION DOCUMENT (P E D.) PREPARED BY TARS CNCIKER IS GENERIC AMC DOES NOT PROVIDE &FORMATION (MITI CC.JOpo )..4L) FOR A SITE SPECIFIC PROJECT, .•. WHERE THE SITE CONDMDNS OEVAIE FROM THE PED. Fta-10 PAIHELWTE FEARING O ! AWRRATE PLUS ANK}IOPS, AS MAMXAE'TW1W BY ELCO WN51RUL1N7N PROOIICK. I/4`0 ZAMAC WAIN ANCHORS, AS MANUFAMIED BY DEVALT, INC (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SrUECTtON, PURCHASE AND INSTALLATGN INCLUDING LIR SFTTY OF THIS PRODUCT BASED ON TONS P.E.D PROVIDED HE/SHE DOES NOT DEVATC FROM THE CONDITIONS DETAILED ON THIS DOCUMENT A1) OF TAANCH ANCHORS INTO VOUP£U CONCREIC SHALL. 8F 1 1/4', Y FOR ELCO PANRWIE VINO CONSTRUCTION SAFETY AT SITE IS THE OONIRACIO'S RESPONSIfUTY I '/4- OR ZAIIEM 1 3/4' FOR ZAMAC TWIN ANCHORS. (c) THIS PRODUCT EVALUATION DOCUMENT WILL IRE CONSIDERED MAUD IF MODIFIED A2) CAUG-IN IT SOLD -SET ANCHORS SHALL K EMBEDDED 1/8' WOO THE PLWINED CONCRETE Nil EMBEDMENT INTO STUCCO SHALL K PERMITTED. 1/4-0-20 SCREWS USED SHALL M 1 1/2- LONG MINIMUM SHOUT,O SWIM EXIST, (A) SITE SPECIFIC PROKr.TS SHALL BE PREPARED BY A FIOR10A REGMRED ENGINEER OR ARCHITECT WHICH WL. BEGONE THE AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR N.L. rNRfADED SCREWS W/O HEAD, ENGINEER OF RECORD CEO.R. FOR THE PACUECT AND WHO WIU K RE5POWABLE FOR THE BUT WITH YANG NUTS PROPER 115E OF THE. P E O ENGINEER OF RECORD, ACTNU AS A DREOAED ENGIWILR TO THE PI ENGINEER, SHML SUBMT TO THIS UTTER THE SITE SPECIFIC DRUW40S FOR REVIEW A.!) N CASE THAT PWCASI STONE. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON fHE EMSTINO WALL 001 FLOOR ANCHORS SHALL W LONG EMOUGIf TO REACH THE MAN SrRUCTURF BRRND SUCH PANELS (.) THIS PE.O SHALL BIAFI THE RATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED N A1) VINO N A2). ENGINEER OF RECORD THAT PREPARED IT (01 T.0_LLIfING..CQ &.M IA,QC}L WALL- AST& C-9V 14 SHUTTER MANUFACTURER'S IAM SHAU BE LOCATED ON A READILY VISIBLE LOCATOR AT STORM - 1/4' P TAPCON ANCHORS 06 MANUFACTURED BY I. F W BUILM. INC. PANEL SWIM IN ACCORDANCE WITH ACTION 1706.6.2 OF FLORIDA BUILDING COOC. ONE LABEL SHALL A PLACCD FOR EVERY OPENING LABELING TO COMPLY WITH SECTION TIMI3 OT THE - I/4• .. 7/e' CKX-IN ANCHORS, AS MANUFACTURED BY DEW'ALI. INC. FLORIDA Bl3LDWG LODE. - 1/4•. X 3/4' SOLO -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT A SPEC1Ktt CO (N14-10 PAWLMATE FETMLE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION lilies - 1/4' . TANNIC NAUN AITICHM1 AS MANUFACTURED BY OCWALT. NC T/Z�/r 1EF .: SAO WN t,M EMBEDMENT 0; TAPCON ANCHORS, ELCO PAWLMATES AND ZAMAC MALIN ANCHOR. INTO THE vC! N ;✓9 FLORIDA BUILDING CODE (Mon Nigh Velocity Nurrlcon• Zone) BLOCK UNR SMALL BC 1 1/4' 6M� 8.2) CAUK-IN AI SOLD -SET ANCHORS SHALL BE EMOEDOM 7/0' INTO THE CONCRETE BLOCK NET. NO ' '• %,p44 1 •m10 ~Rm. N` 24 GAGE GALVANUD STEEL STORK PANEL DRYM'- STUCCO SHAD BE PERMOIEO. 1/4" 0-20 SCREWS USED SHALL BE 1 •/2' LONC MINIMUM SHOULD EXIST. T:< -' PM/eMN AMID 1' MRWMUA FOR WALLS WTfH NO STUCCO. STATE (CABAL PROTECTION PRODUCTS, I.I.C.•, -- /_- IL EC O INc I� BAm 0.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE rW -Ci)RI •ATI w. W, aAm :.:. W'..,W'' y� 11.w. eIIWWNa A „r OP•'L R u•I• 20-1T5 EXISTING WALL ANCHORS STALL K LONG ENOUGH TO PEACH 111E MAIN STRUCTURE 9EINTO SUCH s 6\ NAY OW m••aW .IP.9 WN)IN•TM.► FAb OW.)r-IMF ANCHORAGE SHALL BE AS MENTIONED M 8.1) AND N a2) SVIO *L N G- oR7.i a. a°WW w. /•Fe/11111111 \ PC R.IL/TlaN•1.IRr/0ME WN.TO, A ve W ± PE. 11 31101 I p IA CONCRETE (SEE SCHD SHEETS 9 ALTERNATE CONCRETT_ AwCNOR1 (SEE SCHEDULE ON SFICFIS 9 THROUGH 10) INSTALLATION DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CpOGSNTIGCRETE BLOCK STRUCTURES ..,�_OR6RN6 ►OARED COMCREfE I ' b1E MNCRETI CM CONCRETE Ell I:OIICRETf tLOCIT '.,A REOU•TFD 4/.1�'I RCOLUTIEQ, . . ... L --It 1• Mm. PANEL LENGTH (SEE SC 4MKE ON SHEET 3) I l 507E 1 Of 1. 1 um M 01, I a F 2MKM •DEW I I 1 1 1/2' I `• _ /a'.1• NOI SOONER ,MAID - lIV MTaR1A OIL $am OR I @-to-,-to- 1/.1WM1. 9t YW w/ MR -_..KTLN 1• Min. - • it ,/r a L10N pC1N,lwG- ED BLOC.. . 692e ;r .L I -? MI(�:f E.D. - EDGE DISTANCE MOTE• FOR COMBINATION OF SECT1�1'15: (SEE SCHEDULE ON TOP I! BOTTOM MCRLINIsNGS CAN BE SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. COMLTETE ANCHORS 1 (SEE IS0E THROUGH G SHEETS 9 THROUWI 10) a n EXN5IRO POURED WNCRITE OR 1. ) e _ ( Cacli L KOCK -. O REQUIRED / r //i J 1/7, 11/4• Mg. __.... ..I t CONCRETE ANCHORS 4 `.. (SEE E.D %o , SHEETS 6 THOUGH 10) %r , 111.�f 3/. .rr� •./: 1 I , EyE /r to It' - -..L_=:z. ...._Y:.. -N V. w3wII. Lb +N:..+1 R(1Er SCHEDULE I ­-'F' ON SHWSY 3) ANEL LEMON A ,/ I (SEE SCHEDULE I I 1 ON S14M 3) 1 If I r�D I 1 [ A 1.%y ✓j CONCRETE OR L :, CONCRETE soew 1 f 1 CONCRETE ANCHORS , SIAOOEAED / " (SEE S:CNFDULS ON SHEETS 9 THROUGH 10) MIX I of *v MAX T 11 I -73�/1i!•TY.Z WTI SEPONTA10 W i 1O GLASS Mn SCHEOLAO ; ON _ ­1 _ T . R I I I 1 �! EA yI '. ' I 1 `L CONCRETE ANCHORS r / �3 I NC I (SCE SCIIEOIXF ON /!" ' ) DGM 9 1111101101. 10) y W/O ONLY MEN soLm11 11 Srr ARE a G�WT-N PIII EXISTING POURED CONCFW ►ANELAATES W/ E '- ARE USED. REQUIRED. °`0Cc I, LF, .II:.J 4 a M • .1 �! �N 1!� INSTALLABON DETAILS _.- _ FOR REGULAR PANEL Q INTO WOOD 11 ALTV MTE LEG 41.8' ire) E7115TN05 WOOD _ - - - - --WIT M BEAM REOLIIRED. CTIIRAI ADEQUACY OF EXISTING WOOD r , TEAM TO K CCRTiFIEO NT OD . J EA. ,- REC197E11® y„ I iNpNEER OR ARCHITECT PRIOR TO _11-. F r , j' 4I�SjT,� ii V MSTALUTON. ,Slow ANCHORS - ALTERNATE WOOD ANCHORS.... II t• YI - . 1 I• /A .OI M/WwR MAD . ,� (4EE SCNE1)UlC ON (VIE SlTOEOULE ON , ._ ! -.ED �,-- . - TII40I' TIN TOP a SWEET n) a SWEET 11 ) �" . 1/2' ! Ile-1, ZAR,• RS w!. P FAR ITT t!t• oc ! .. 1 MAx. WOOD 11EADEQ _ , _ _.1 1 __1._.. -T lJ 1 REQUIRED ,. I .. I I '. I I /ati-Io.1• OF • , Rn n. O1A54� lk ' WOOD AINCIFpRS _ - 1 (SEE SC14EDVLE ON . Yw. i,', SrpN To .t 1 6 1 ,M>-2•.1• )-, �L� SCHEDULE I 1 ON WET 3) 1 19. •pLll JOas 1 ,. MM. 9tTAMTION 10 CUSS. I I.. - ./, ' i r MWL ' C ISLE 1 SCHEDIAL ON SHEET 3) 1 1. 1/� q+� v Mo PANEL LENGTH TnWd 0- - _._ i, i n no (SEE SCHEDULE PANEL I _ _ -, .. -, (PEw.ED 'WE E%ISRM ,1C� EE - 1°tMm o6iar-r'1 SHEET 3) 1 .-�. _._ �.. 1 ON SHEET 3) p 1 _ -I- _. 1... I I 1 - 1 I A. OF 1" MIX II 1 I_ I 1 ( O 12 1/2 O.C. t0 CEO _ i.. I AILME T I t 1 2 :=O i ..2., A C.MINI NLif _ .. ® W • . 1/4' 9 at. .____ _ __ -8. W000 rECK REOWMED 2-A4• WIND PIA _y.. II i' - ..._ REOl1NED ANCHORSwowANCHORS lSEE SCHEDULE ON (SEE SGCOLR.0 ON _.._ _ 3/' '- - - 9YC['F if) SHEZT T 1 . .� ..._. _n, . � -I..CEILINGA,W fiUWrING STALL 3/0- I' BUILD MOUNTING ALTMERNATWE MNNN WALE 3/8-1- �Ea A. tlwr %V�CEN.; •:`. NOTE FOR COMBINATION OF sEcI NC: 1*. a * NO, 44167 FLORIDA BUILDING CODE Non High Veloft HuMcon• Zone) 1. INSTALLATION ARE ONLY VALID FOR MAW. A.S.D 0r. NAP•p to INC.FP. fta0. T'OP R BOTTOM MOUNTINGS CAN BE pE5XN4 PRESSURE RATING (D-•.t) AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 WALLATION. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 24 GAGE GALVAWZED STEEL STORY PANEL STATE OF '' : 0: �A"' ."io _ V' �, .� f F _ -. - _ I L E C O IMaGLOBAL PROTECTION ��., LLC. IIRw er: O/D/IOtN TIME, DENSITY OF 0.55 OR EQUAL. 6 ORAL F• .Wa S.W. at smw IPHIH1NY11..NL % .a 11� r ,Y/U �VW�m. A•H Pi 44,',N�w�,•I _" P, WA• R fit• (rs.)AeR-73.a AW: (NN)OWN. 2Q-17S O MI, 0t VIAL/ wwwrI Elows c •Im it w WOOP.MI w s. I P. P MOM WFNP $MITI ] IN 1• -11.. N N .L cn N _ C6 N � U cU O c -0 O a)a C ca 0 -0 a- .� U .T. cn 0 = U O � -0 V Ln ja c 0 a � .L C 0 0 0 CO u- 0 > - _0 E_= W Q 0) cu .0 so- .c /uj Vl a. Q 2 Q z z w J Er'! !V N 01, Go All -:Is- W , ca ca 43 a c-_C= C CO C.7 N Q .0 CO ac: J •c LA- d N m G N y !V .0 4 ac E13 C7 T +. E`'1 Y 3 .e °i d - y I'. -- is N V rl 3 m 3 A- 2 4(.3 m C G ISO w a s.3 ITS E A A p, Na W 4a) cu O CIO CL CL (1) -1 :3 cu p V w rr^ V! " m LU Q Z Z < _J CL 4 SHEET NO. SH 13 1 X `1� (._ --I--,- �7 5 � a 10 OR 1 670�DaRAe,[ woa a � is V kwbL / I & ® V 0 rwM[ �(1�- Nan. POURm cDNCNLTE. ro•C+ -_ RIVED ]'.4• 'A000 NIA"[ POMIE01'C. Stj ..L,, I I T / AND'16N a'/ . 1 3 4• tAPTxx'1 / _ `* 12• 2 ,/2' \' q, C .e PRO OfA 2 F4 r aaD PROVE ?' . 1 L_ _ _41 a tl.C. I OR� rA"" u Reauam r 1 (C 1 1 1- l i /� d r ` a• qll HUID. ' �: t v A . , 3A4` lY12* ANCHOR „�. • -,AWLS w 1 -1 1 1 An • 7 O,G \ A Y . r ..wN' ro...__ KRMNIE 1LC 11ICMICN 3' + • COM.� t�J 5 M. �< ?• L 413] LOSS• NW. NINE W y � '- w _,. MVr 1 I • a, -AtN, .Deo os xxEt 21 X A• R .! rp4 I. 1 ; � 7 1_ tWICA , Iru 1 IAl7K MW. BFM PLR[ - _ •'l nos HI pl�'' , oY 0013- a Al,t LYM ALUM AIKNC 'i ^ M5 1 2 t Mai. J S ;4 Mo.. CAP ,/+• I °ILL' a• •' . e fY 0.C. w/3ACKAu'1 II a,Oe-N„ UAOeS-aY NI Auto, c.AL Al-NQE OpSE� A (PLAN) SCALE 1/4'.1• CASE 9 (PLAN) SCALE I/4•.,• CASE C (PLAN) SCALE I/4•-i" _ '" L ESi O�OCN i r- (WNPANG . 2•'H WON PRAMN OPENING wro" 'I = a4Ma 4 Ib "."wt AEOUwEO 1.1 } R[OI,IWO 45,4' wooD MANE .. L. ; L i VARIES Yz x - 0,0 015TANCi .q - -. �� /1--\ , /J x / \�/ w CASE E (PLAN) SCALE 1/4•-l• T' r A LOON 30H-14 ,OR Op[3-M AUAR CONT, 111Yi. k !• Alfa[ SALON aY., / b ` 7APCaM 6 LF O.C, I. rI C) ' I 'Wr Ae a a+P f _v POURED CONCRMI CDwww .li Pmom a* LIKA1Fb Ew RODS FRAM[ SE D (PLAN) SCALE 1/4"-,' ... ' -,' I t" ..... P -_. .{ 1 (X2 Sajo-0Ef' OR CMIf-M POIRIm Cd WIT._ I E NAG IIRM AI 00 O 0D AID [ ODKV WtL eLOCA: lDP lO1TOM Oa PAMPAINTE PWS i Y 'V I 1 i qF of W a, fI000 Oe 0"RMG raMIL IrtlLR4o As rPFLI00Lt ON EprtDULE 4 , „ o e ) I r- t 1 a 0,4 + 'Sl+"AMo. .Q . ,� _�,)� = ro i ,FALL (WVM Cut END PMNL) i-CA) �, 1 FALSE, F (LAN) SCALE 1/4•-r' S,A-�E G (PIa1N) SCALE 1/4"-1` VAIJD FOR DIRECT MOUNT INSTALLATION ONLY At CERTFWO PANES. ,NSTAW ATKNN AT WALLS W/ SURFACE LEVEL MUATICIS WITHIN 3/4` MAXIMUM A.S.D. DESIGN PRESSURE RATINGL(o.s.f.) AND CORRESPQNDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM _ PANEL CI) INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL 1QINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W ON SHEETS 6 At 7) Mo. A.S.D. MAXIMA ANCHORS SPACING FOR E.O. - AS SHOWN ON SWUM 6 a 7 AIPucABLE MAXIMUM DESIGN PRESSURE RATING TOMA 6 PANEL LENGTH t' TAPCON LAO SCREW PANEUAAIt PANELMATE WOOD BUSHING (P.I•) FELLALE O PLUS w THEW (h•) 13'fa• s• tr 1 II (TOP) IJ 1 3 iS t 3 1J IW (BDTtOY) al /a e , ^ / a 0; 6 2 / 6 1 n e,2 / (IED) .. - e _ ,2 / a 1/t'� (Boom ) 6 - - e' - - e' ._ a _- -- - .. ,_ OR LF58 e 1i e B 3w j uT'� t 3 to s 1. _ ♦ -45 +0, _ ,J" III � 3 _ 1 7 , 7 _ 1 ' 3 OR LtS9 u• 13• 1 3 IS 6 1 2• / -_6' _ W (T°� t3'.� _- 1]'- 13' _ i3' _ 1N (lOIIOM) b 1/2' a t/2' 6 1/2' �F .' 6 /2 6 1 2 / OP (T ) - _. ` _ - 1 1' e / 1 1 2' 2 / ` , 4- 6 / �") >e•-GIN TD --4 I/2" 41/2 7' - ]w (e°TTOM) _ _7" • w • $EE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS k VAX PANEL LENGTHS WHEN SPACER 0 Is USED, CEIRIIESPOINDING ONLY TO ALTERNATE 2W ON SHEET 8 Hurricane MAX, A.S.D. MAXIMUM ANCHORS SPACING FOR CO. - AS SHOWN ON SHEETS 6 A 7 APPLICABLE MAXIMUM DESIGN SURE RRPREATING TERM d: ALAI' PANS LENOIN TAPCON BAG SCREW PANELWTE PMEl1ATE WOOD WISMM III FflANE O PLUS O. THEY (n.) Ir ,r ". 13' 13' tow _ _ _ _. -_ ._ _.. _ w - 6t/T 6 t/2 6in - t 2' 6ent'' (TpP) - 6 1/1 12 1/2` _ b 1/4 (BOW.•) 01 .__._.,_ V .. �.__,. _.-__._ OR LESS _. 7' I , 7. / __ -. B _ _ . 6" _ __ - __ .7 _ 1 n e e n JW 9DTIC1 ( ) 3 7 a45, -4a 13' _ 13 ,r -- ,r _ ---i 3 BOTTOM- (M) T' D 71L d tr a _ _ w 1r 17 13 IS � (NORUM) _ e ,/7 _- 6 /7 �- • -- 1 - 1 • -- _ 6 /x _- i 6 n a 1 �_ /1 DP (top) - 1 - Y �! 1-= __ 7 1 2 7 1 r ____!_1/t:. - __ to g------ 5 1/2• a a• - 3W monaY) • SEE TABLE #I Fq( MAX AS.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER M IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 rm"JI e A.S.D. DESIGN LARD MIUM PANEL 40 PSF OR LESS W-6• > 40 PSF TO 50 PSF 61-2• > 50 PSF TO 60 PSf 5-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTAUTIONS W/ PANEL MATE AMALE ID OR PANEL MATE PLUS aNCHfN25 8 w/ s L V.,4Z 1/2- D.C. (VALID ONLY FOR PANELQI INSTALLATIONS AS PER SECTIONS 1 THRU 4. ON SHEETS 4 A 3) MAX. A.S.D. DESIGNPRESSURE RATING MAXIMUM ANCHOR'S SPACING FOR MIN LO. PER SCHEDULE BELOW Alt NONFLICMRE MANNNM LENCN, 00 MAIL A1,0. PRESSURE (Mp r.� LLAKNOAM AM44M SPACM FOR Mel E.D. PER SCHEDULE BELOW ro"iG°'-E R ,. MAXMLW IPANEL G N 00 YAPCON 'SOUD-SET NEMIALE O P PLUG ,A1AC-MA UN O"-IN e to TMCON NW -SET 2AYAC-NWLW CNN -IN cm ro ro9ARE m tO To mN illboom .-r m CRAM" ro 00W40=4mItoli�o[ m OA TWO 44e• -40 U32 tS• I3• Ir 13' Ir Ir Ir Ir 13' 13' tr 1r I (EDP) dON Lcsl a46 O-45 ads, -6s Ir 13• Ir I3' 1r 13• Ir Iw_ tY_ 13,_ ,r 11 12 I' _ el" 13' ___._- 141- *S' __!�!_ ,r Ta" _ ___ 13, 13• __ ,Y 13• __ Ir 1J" 13' 1]' _ IY la• _._ tr lr q• .. t3_ tr Ir Ir __._ tr , MOTION) _ 2 (TOP) 17• Ir 1]• P Ir it Ir tr it tY it if 1/II 1 (wm)m) 13' _ 1r �- tr __ Ir - 1r tr __ tr 13• it ,r 13" ,t In 2 (Top) 13' --1Y tl' S Ta' ] 3 3 _tY • - T BOnOM 1 ' _ Ir 3 f _ _ __!�_ tY _ - _ _ IS' 1 • J IT , ' _ 13• I ' J 1 7 --" fl 171 / 1 1 2 2 pTTO 3 - - t3' t_• 3 13' 1 3 -1 l ' a b 1r ,4 - 1r 3 3 IS iY�) - 12 1 12 1/2 a 1/4` 6 ,/•' 2 i/Y 12 1/2 - _ 0 1/♦' 0 I/P 3 (BOTTOM) - 2 1/2'17 1/2 6 t/4• _ I i, 12 1/2- 12 1/II _ - - -d e I/4• a 1/4• _ ] (ROTTED) m_.GM) _ °' _ 0' !� B� eM _ _ r- - _ °• E' �'., 7 t/Y f QaP1 e' S 1/2• e' 0� !• ° In e' 7 1 /Y d' e' S• 4-~� (1'DM e• -,3' 13 e• 1]' ,Y e t3' _-_.. N• /J'. j; ,,, a_11-1.11. _... •J' IY 1S' tJ _ (aonoYO 5 (70P) e iJ". _. ,3• r —._ _ ,I3,-- t ' J t r ^ e I3". 1]" t r e //4 �,-,.- lY, t r t 7 ..- e 1 4 e SS' - ,]' e Ir J/!_ e fS ..-13 __L_ - 6 N ___-;I N• e 1 4' / 1-- !1 , n S Ile 4 BDiT ( oM) fTOPi _ 6�- Lisp - 6 (101:••) - U• u� - 1!" 13' ,3' 13' --t3' 1Y _1T ,S t..' _„U! HS• 3' t3• 13• _ -_ 6 t/4• d (60TTOM) M.__ 6 BOTT,» IY J ° 1/{' Ir S t • a 6 , 4' t S I 3' - f 3 'r - i3• 13. - - 13 - _3 9 1/1' a 6 1/4" a -- e 0 1/4' - 8 1/4' - -- - t, ._._..... - ..__._ ° 14• Ir r ,3• 10 1/2' ,r 7' 7' 5 1/2 IS' 4 1/2 1 ROP >N,�, To I _e 1r 6_ it is- 1-r 6 1 Y tr d 7 2 ° 1/2' e t tr 5Int1J'Y TO e'-6' 11•6• 7 1J' q• - t] t3' to1/2,3-7 I_• 13 13' -- -,r !f t 2 -° 1/ 2 / _ir ir_ 13• I • 3 9 1/2 7• N / n 7 //2 a 1/2 7 , 2 Ir 13_ or 4 ,/Y 6 1 2' / 1 (4arrom) 2 (Top) x BOTTOM l Y � 12• -' 7 I/Y IJ" tY IS• f0' 13` tp' it' d• 1J'°In' 1 (BOioM) U'- e• IT 1!` _ 1i' a I/Y 13' a ,/2' 0 11r 6 i/2• it S In' 2 LTD!)-- 13' 7 1/Y 13• ,r . tr to• it To• ,_„_11' 1Y _IF -i3• ° 1/Y (00TtOM)IS' 7"_ -IS' 1]' . .+]-F Y iji - 13• ! 1/27,/7 [?Y/2 _._/. _...r !3' a1/2' ](Top) i]• 7 to 7J• 1]' 13' 1D' -IF ,r 10• tl - e" t!' 4 1/2 3 (Iw)>3'-e' _, �3' _ -/r t3' 1,7 ", - ._ 7• _ 7• 3. 12 I/2 .___. e. 7S .. 13' Ir - 1/ 5 1/2' __ __ iJ• it 10 ,/2 a t/{• _-._ .. -13:. IV Ir 6 t/4" J 1/2` ._ - N-in/2' ®1/2- T 21/2• -- ` IY '-". ,r • 1/4• +'- 1 I/Y a ,/2` 7• fD i/2•.1 0-1/2 7 1 • /2 __ ! - 11r 7 112` `, e /2 e I ' in' 7_t/Y it t3' -� Ir 0 ,/P r -----. , i, 0 I/2' 4 1 • n (WTMU) (Top) - ^� 4 Ito1TFAO s (TOP) 0 q°OItOM) s (?�) _ �eorT» - i7 in'12 IJ2 6 Ile Ile ] 1/2'12 In e 1/4• a Iles IanT1 u- ) F t/2' _ 7" _ 6• 6• - �' e' A" 4 1/2. 3 In• ° ,/2' 3" 4 (MO)_- -..-.-, e• - B' -._ .__.. K ._.._- - __.M_ 6• _�.._ - ._ 5 t/Yi __ - 'I 1/E" - - 4 (d?'RtlN> it 6 11r 13'_ tY 'r _ to* -a• ro`_ ,1" d• I]• a 1%2' b (top) tJ'_ 6 l/Y Ir 13' it to- Ir 10' _ ,1• d"- '1r 6 1,/Y a (BO1T0l/) _ 13` - 0 �-- _ i]' i t14' 17• -- e 1 4• t7 _ e 1 P a t n - e 1 4' , a - e s % - e 2 / --/ 2 - 13 eifi• / ei/4` e' n- e 1/{' 6 / Y e'1/{• d ,/4• 6 1/4' ! 1/1• a sa 1m6EF * I NOR momm "K a on cAG so" I6,ALlAnows Mo Soso FRAME N LMM OFWWb M AAa,1011' SPACe46 MID W MW Lace OSTMM AU OWAID ON TAS SOC ULE FOR 9.1) LIM YNW NIIRCATto aN 4CNF.DYL2 POUCH ANCHOR S^CM Ir WAWLYM OW" W" a 3OImUU or 14 FMLMW FW WA_ PCP 110 OPOVMM 70 FIE PMWI RmUCm owe" aHMt NOT K LEAS TAW MU MWY SPRCOM tlmen FOR LAC" MRJHIA TYOldPE M nib 1/4'1 1/17A i JSI 1/4'.1/PP 14 '0. ,KM ,YP[ DW e Mo mum no" VACM (1a) 3 3 3 3 7 In- 3 in 1FIIdFIJN III. w3 3 1/Y r a a, 3 IIMfANKI ili4 SOLAR 3 3,/r 3 in- 3 in _.3 vir A NWrux M ONfMMX' F 3 ,/A• ot, aaD ... .._ ...-... - .--_ - .. .___ Die ... I..., _.. _ _. 3. -- - A I __'-_...... Doc _-... A,n _-_- 1.W - ---._.... /" LAD .- - - __.._. 1DD U11 ........ _,. INN •" SPACINIOS DPAY YN1D WHEN SPACER 5 USED. SEE Y 61 FOR VAX A.5.0, DESIGN LOWS k NIAX. PANEL WHEN SPACER i G,SED 3' LA4 L D.M..O• r> met, ®aT 4U - - - . - - -- ------ . 0._. 0 0 0 0 ;.1 �'--� T___ ; ,._ TI __ __ ____ _ _ I _ 1 T I i I i i I! j �'i , I i I n-ft A AB.O. DES" LOAD MAXIMUM 40 PSF OR LESS W-B• > 40 PSF TO 50 PSF 6•-2` > SO PSF TO 60 PSF 5•-10" A MAX. PANEL LENGTHS ARE VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS A W/ SPACER AT 12 1/2' D.C. ..._..__--- _._.. -..._ANCHORS (SEE SECTIONS 6 ALTFAHAMEs ON sHEM IJ. 14, 15 &Is)----..-___------- ._,.__-__._,., y,,R-,A/13. R-WI3, R-3A/14. R-1B/13. R-1B/13. R-JB/14, r� f!R-LAW/15. R-2AW/1S. R-SAW/(6. +R-low/1S. R-201I R-3Rw/15. '•,�'-�: . _ _ - -i ___ .,.-I L/2 { , 4'V-2(A1" SS, BOI.T5 W� I , I t' ' I (USE FOR PANEL LENGTH I 'AWN. I PANEL LEIM.TN owl Y-6 I � 1 1 I` Q I N 0'-A' O a.0. -40.0 ,P,L R- PANEL RECtN.APM PANEL I P L EculAw 510RM ANE I , 1 (w/ ONERLM LINO WNEL tEriOM BOl >) , 1 _ ___.-________.__ 1 I - Y .0 I. I -e• • aSo -54 .. A. PAN R u n aM EL LIFE SAALTY� OMORN MID PANEL LENGTH ROL aro TJ , I a iAT 4 LENOTN A uSE MIN. PANEL , r / AT Ali UXKRiirOS 1 I -. r___� Ss. BCa.ls W I A iA 1 ---- - ___ I.-___ _-- _ ': ,,_ . . -1, 1 _ -... _,...._ _- _ ' . � � , _-- _]_ - i .-,.,. �, - , , , � . �,� . � � : . 6' 9 I v7 \ i I S I _. _ .. , k (ttS NOTcs"A4 sluD . LHXAnoN a LFE SAFETY N. I C �t r. ' s_.. :z l'. D�/ PAWL BOTTOM CORNERS O: D.M.,O , __ I _ I arQ YRRO NUT AT I- _ WING NUT AT h3' %w LEFT PANEL- ,. -RIGHT PANEL 3 ZaTi 1' INSTALLATIONS ONLY VAUD FOR WIND I` MIN. R-to/13. R-2A/13, R-3A/14, R-19/13. R-n1m R-SR/14. 1• II",! SPEED UP TO 170 m.p.e, R-LAW/15• R-2AW/16. R-SAW/16. R-15W/TS, R-25W/15, R-3BW/16. _ --ANCHORS (SEE SECTIONS 6 ALTERWiYES ON SHEETS 13, 14, 15 a16)_ -.- __ ______ _•,: 1/4' MAX. OAP ��l'\J LIFE SAFETY STORM PANEL C EELEVATION (t) ; r '"' SSTTORM PPANEL-----1 (MN 011 2.647,e�LE VALW4" crux 1/4--t-,._- '1.. :_01 STORM�� i "�. NLI1M11ANy, �( r--._..,a..<.R -_ _. -�._.k__ _� __ __.r_= �y sc- =_ ,F_,...... __ - _ (Eli) _ -_., LIFE SA PANEL w o ; * : *k FLORIDA BUILDING CODE Non High Veloofffty HUrrlconl 4L !ORIO* 'F 'o nt� 24 GAO[ GALVANIZED STEEL STORM PANEL oM F.IQ�g 0-s ... \t� A 4,r! . fN� I� IEEc. GLOBAL PROTECTION PRODUCTS, U.C. 01" SECTION A -A . ,« "Pt!t3v SCALE 1/4•-t• 't' ! 'f"•� H-a11NZEW/w'wrinw .?..m_,O, ••' PHdNI'-(Id+MEE-TM4 vAI: IM+)e"-b'M7 20� MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEOULE FOR REGULAR STORM PANELnl INSTALLATIONS ATION INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 k 5) MAILAlk A.ND' PRESSURE PAYING (P-a.i) IAMtO W ANCHORS SPACING FOR ION F.D. PER SCHEDULE BELOW B1E ro6 IAAXI,AM PANEL LENGTH t' (ft.) WK. A.SA. DCS" P RATING (p.I.1.) MARNNY ANCHORS SpACINO fUR NNN ESK POI SCNm1AE PLOW ''' �! 1. MAYMUY t016TN t' Al. ( > TAKON SOLO -SET 7AMAC-NNUII CALK -ON TOWN sous-SEEFAMONATEFAIMILMAIr FEMALE 0 ZAWC-NAIL" WN-W ro m 13• ro ro -A. m e4IaWER m OF THEN mkoIo m 111 ro m COYe6Mi 0M Ir nWu >+e�-6e ale. -73 U• „• Is 1r ,a' U' ,`P ,Y ,x' _ii; _ ,0• 1 °._°. OR 1E193 � ale.-4TA6 ,Y _ -_ U' S' _ _ 0 ,/1• n __ -13` r 0 , _I IY n• Ir e , WM tY U' a s- 0' 7 1 /7 - 10• s t / 7 _.••. In• Ir tY 4 1 / 2 I' 1 1 (eoFT01Q °•_°• BESTS t7• 1,• 13' 1S' LJ' ,3' _ /7• tr ,1' t2' ,]' 10' '1 (COTTON) 13' -11' 1)• 13 ,r �s s' ,s it iY ,o• x (iOP) ,s r is• io t/Y ,3• _ s ,/Y ,a• 11/r 7 ,rY 5 ,n• ,Y-- + t/i i (TOP) r _ 13' Ir it' _ 13' -1]�� tr__ 1a' _Jr 1'' is- 1 ' _ 1!" fa• - 13" 3 11• 3 - 1a, I ' 3 _ , '� � ,0 _ .. - lo' 2 emroM ( ) _ 3� (TOP1 3 • r Ir f!' r e,2• / ,• J of o n n Ir 6 / x - - _ Y _ 7' Ts' ,3• r e l 2• / 1• a I • / ] , , 0 n _ , , 7 2 / 11' !• 3 — } Ix'/2A NI 4" 6 1 4' 1 ' 21 t 1 7 7 / / _ / ( BOTTOM) t7 12 / t2 , n e t ♦ % b , 4' / 12 n ° ,v 1 4' e / I Ile J (BOT10M °' S• a• e• A_ LK:_ -i 13" a•_. a .... U i �r a' 3' r e• ,]' °• 1 t - a r- s•- e• q' i .!?... 11/4' 4 IiY ,p . to _9_. ,' I ,/a• I f1GF)_ _, tIKTi1aM) S ! s FTaM Leo s (,a►) 6 (Bon«) _ �- _ e' _! _. - s _ � _ _ a _ 7 .!".,: I /2 ai-I q - u N 1 • ._ �.. - ,r r _ . A' 1J' 3 I . r? 6•-- . 4'_ . A' ,r 4 ,._ _.._ - 0• etN / _ di` / 2 4 1 M 6 i n 10' -x' __ - n N , . .!? r ,r t x t _ /. - - - I _ A WnOY ( I — (TOP) e' tr -- - n' °• 13' -- 1J' _. - -3--- }3 - ,s• n - u' ,r 6 i 4' t3 /a• _ a 1/1' r ,a N 14' 3 a 6 ,/C ,3 -� _ s• �- ± _ 13� - 3 _ 7 et2 / _ r F o l n 7I` n i , n Ir s `___B n !�. pTaTrpM) 5 _ _ (Yoh _ ,a '-��- n - � 13' S' ,] ,a, / 7 ,S Ii 7 2 t3 si n ,T --- _ - 6 !/1• I ,/a' _ a 1/{' e , a` 6 1/a" e [ l• _ - .._ - 6 1 a' 4 ,/{• a (NOTT.») ,]' 7 1/2' ,r Ir 13• fo• 13• ,0' ,I" r ,3• ,/2 , .Hsi W W-0• 1• ,y' 0 1 1 6 , 2• �]•Y a ,/ , -10• 5 , 1r . , 7 / >S.-I. TO r-5, t3` 7 1/Y ir- 13' t3' ,O ,/2' 13• 10 t/2 1 1/ 0' tr T _ I (Bain") _ia^ a t/2' ,r 13' ,r 4' Ir e•- 7 11W ,3' r , (BOTTa4F) _!�'_.. ,] 7 1/Y 17 +n' ,., Ir__ ,r 1]'- 13' 10• ,S• ,0' 1," e" ,Y N I/2. 7 (TOP) `13• 13_ 9• _ IY' . ,0 1n fY a ,n` 7J' I 1/1' 7 1/2• b ,n• U• a 1/2• 7 (TOP) tr ..... ,a _ Tn +/2 a _ +D f/a .__-� , I/ .�... a __._ ,r ._....� Y x (BOTr is, u ..,._,..,. Ir r -... ..3 IJ• -Ti" `2, ., i/ 1r ,3? - , 2• _ 1J•.._ 13• ! , 1' r 0 I/Y a ,/Y e i r / IS" -13' -2 i 2' / 9 I/ 0 ,/2 7 I/Y jr 0 1/Y x (BOTTOM) ,�, 13• - - 7 ,n• - ,Y ,II ,/2 .. 1]' 12 va _ ,] .: 6 I/ m I/2 '- . I t/4 .. ,3 2 y +D-,/' .. • 1/4 „`, _._- _,._.._. , _ - ..,_._ -. 6 1/ a ,/4 ,._•.,-.�) .__.-_ 3 ("MOM) I +/2• 6 , ._ / to ,/Y _.. . .T- 7 1/Y _-.- it 6• ] (top) a ,/•• „„- a ,/4• _.-_ a eoTroN) (__ - 7 ,/Y .... e" ] 1/2• _ ...'°• to. ,_ I ,._._. h i/2• e• a' - e` e• _6 4 1/2' _ . -. - s" . _! ._... '. J ,/2' ._.., r _..._,-. °" 3• _ ., - •-�OP) _ A (BDR�11) ,_ 7• ] 6• S 1/2• Y ] 1/2• 0• V 4 1n' r 6 I/Y 1 1/2' (TOP) _ -_ _ !'_ la• .. - I t/1• _... e yr Ir - _ I]• e• ,r - 9' _ _ r 13• ._- - e• _ .,..-,.7 s 1/2 -10' ..�,_._ - 1 Uri• --1 ._ r 13'.. __- . 0'- 4 (WIN M) (Td?) 13•- 7 t/Y ,3_ 1r 13• 10 Itr 13' 10 i/3 11 , _-_ I• '-la^:_. Y 6 (TOP) 7 7 , Ir 1 1 , , , tl BOT10M S 7. IS' 1 7 N 1 Y / IO 1' 7 2 '9 ,• -,i i" S WrM ri 7 ,%2:' _ -,J' S i%+• tr ° , 4• N' ' s 1 4• 10 1/2 E', 4• ,y _ ,Oi%2 ;"; t e v]" sae r !-1_.i• 6 (TOP) ! tGGTT ••) J 4 ,Y - T7 6 t/2' it a 1/Y i i/2' ,n a ,/Y (TOi)J _ e 1/+' I ,/4• ! ,/•• a 1/+' - - - 0 1/4 • I , 4• a B04« Net sen ,I no ANOO N "" 6 wwm raw owktA"" MITI Soap FRMW IIRDIg4 OFMNw w AIOISA vAcm RID NaMUM NICE OWmO An OCKATO ON INS SOWDULC FOR LA LM NYW *COTO ON WOULC NM= MOM PAC" It WLT016YIND W*DW SOWN ON ScHDOU IN THE FaLOna FACTon MR no ,xU WM TO K PMIMM SPACING WANOSMALL FD, KLEM IwA "IMAM SPACING 6aCAm FOR IRO(OOM twE Orim 9mat tFPCnI enR-'Ne, INMaIMFeO-MNM IAIK-•1 W"" AAI[4DR somo"6 (M.) ) 3 3 3 2 ,/r 2 1n AMIwIn e13 3 M 3 IA' r 3'- a ,/r - 7 "*a pfTAMtlB-OJ 6ddl Nw - ! 3 ,/1• 3 tn• .-3 ,n 3 1n• ACR06. 6NOE 6"014Q D.) PAC10R ---' _.-...... -_. .. _." AAt IRO - - 0.M r dm 0.n - 14tl _.. - -.._ ._ m/:, _._.1.... 3 In* ._. -...- .._-. _ ...HAD ......_� .. 1At +• SPACINGS ONLY VALID FMEN SPACER IS USED. Ir FOR ANX. AS.D. DESIGN LOADS t SIX, PMIEL WHEN SPACER IS USED. 1/4-0 TAPCD4 ED _._...gl ANCHpII • 4' a.0 PWW� CONCRETE SLOB( REOUIRED . ._- - 111 I/+3 \� I MULl1 A A.B.D. DESIGN LOAD NIA111111 E PANEL LEMM 40 PSF OR LESS 6•-a' > 40 PSF TO 30 PSF 61-2' > 50 PSF TO W PSF 5'-10" A MAX. PANEL LENGTHS ARE OKY VAUD FOR INSTALLMONS W/ SOLID SET ANCHORS A W/ 0 SPACER AT 12 1/2" O.C. FLORIDA BUILDING CODE (Non INSTALLATION DETAILS FOR LIFE SAFETY PANEL (�1? INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/♦•. ,MOON .p[14TING 1•OURED ,/4'I ,APCON_ _.. ,POURED 1/40 TAPCON .. .... SEND EPDURED AAIC/OI e B 0 C CONCRETE OR ANCNDII f B' D C 00 ANCHOR O Y O.C. DR / CONCRETE BLOCK �' r CONCRETE BLOCK �/. CONCRETE BLOCK REQUIRED./�J^) REDUDIEO.(/(�) 1 REWAIW1.%%'�} ti -) I „. r, ASK.... MAX.Ii TEAK _.. , 1 , v 1 E.O.• 1 Cp 2 Ea it ED• . 1 I'/ ✓ 'I i2: I 1 r 9 r I 11 I _Cj) � :� . . . . . .... 1�11 ;;.." � 110 1 p I' 'IT 1 1 I 0-y[PARATXIN- / x0, / �. a ro c1Ass. - -1e Fa can r , '�'tS.. J',% j .. , R A Dww.11 ,..;�t,: N 1 AT Ea VRAAY l I r 1 t• ' M. '. P PANEL il u ,;:: ... — l 1 t- MAX. 6 P/AE.I LENGTH iF t LENGTH 1 ( s!C ELEY BON A , I I(Sr I' Wn. -SEPMA710N ON SHEET 12 ) I e p 11 1 1 � ON SIHSEt 2 ) t' I TO GtASs. , I "i .. 1 In l 1 1 y I r,:: ," ? I I .11 . r_ -{ T 1 irr E.D.• r f I w:/ E.D•> r'p: I 1 i. { i r; y cc I , is I i I I r1' '. EXISTING POURED CONCRETE OR ... EX PDURE0 CONCRETE OR CANCRVE BLOCK REQUIRED. flit BALS it iiP JHG REtE BLOCK REQUIRED. NFL C� v0w su METH to 6 ,s no AIAIKws ANOW TNL _ HYPE 6 °worms FOR N61'AUATDM "TO ,APOeI a00o FWMW W)UMfq. LIIIYW ANCHOR S►ACOM AND MINUM we"A/GRR tlVArq (Iy a _, — ...w,.•..P.. °ilrwA (MS _-3 mK DLITAAte ARE INDICATED ON Flee sCHEDULL Mo La tm If" IIomtw W SCKWIE AEpuct ANCHOR SPACING 1.wPA4 �arlM IrU M,f - 3 AMK m � OW RIACII NY YUL,IPLYNO SPACING 000 oM SCNL"E 61 THE rDUatm FACTORS Too FMa oF'EMTDN TO K POS=LL I Y'r 034 pomm W%CMp OVA#" USED rACroR swu MOT K us Twx '. _. ___ _ . s ,/"]' _....._ _- "I - MOWAN SMWD IMCXATm FOR EACH 3• R1o_.- AMGIOR tot O4 1.6 90HUN LE. ,...-- --. _ ,..... _. . 3112. - 01InSEPARAi11,rEx I 1' Mn IF E111STINr9 77--l'"I IYNp GLASeoLn w GLASS ..OtAs5 ,'. 1- ♦ -aapTTO ... s.r. Inn r y.. . /,.. fir, _... n } .:'� _/ t , 1r M a. N I LEIaRI o1Lr r� FT I " 1 N r I II I; j jj t' MALE �I 1 1" MAX. I P H AflCl LEHCT D I �- 6 P ANTI IEFIGiIr 1 _ . _.: .. - . ..: 1 ' 'SEE F]LYATON N ( I (NEE ELEVATKIM a r M7, 1 ON SHEET 12 u , ON s,lET1 2 ) { IF--'3EPAaA T oM 1 u u 1. I q i0 GLASS, 1 1 X I _ 1 p 1 1 /, %. 1 L/2 I I -, r J 1 1 \ I ED..,+ i I r.e, E D• rS i I '; (_ I ., ., 1._. I I1'I'h _._ .. EON '_.'YX M Hal M3, I E01 .-'�1 .- I{x Ys. �,.,', e 171 OA ; •131 QC OL IF 1/4•0 TAPCON ,_I/ell TAPCON ANCHOR a B• O.0 ANCf1Dl1 a 6. O.C. EVSI%c POURED CONCRETE OR j EFISTNG POURED CONCRETE OR .-.CONCRETE BLOCK REOVIRED. ...CONCRETE GLUON REQUIRED, WALL NOUNTINOS iplLoft ,. SCALE 3/e-,C "6--P N 0 = Cn Cu a) V N N 24-0 '� 0 C Q CO c -0 � .CM U � r n CD 0^` O O C].. O O W a I_ - O U_ O -1--, � AI••- p CU •n Cn �` Qi L />- O y2 L4 1✓ 6*14 FCV % 1m S •� Q a- > W +- 40 ;'o. �- a=U)A cp _; CI.A.a .in m O r N'O" JC T Na3O "N 3 d w a .-Es - TsorteTa; d u'- 3: m _ ; 4a Q a) a7 Zj w p_ 10 c c. m IO !:­ 5: , on a i E A O Q 6,3 - O INSTALLATION DETAILS FOR UFE SAFETY PAMEL ffl INSTALLATION DETAILS FOR LIFE SAFETY PANEL INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES t/ANC 0 ? e i o:c.... % .. .CaMCaL'FE Oda ED 1/iWONyORT i of -_ . `.___9= U EI ...;;rf _ " W000 HFAOLTI �..w` h i1I� w00D NF1aEa `T- M1T � i'' : ^ NLA1X'.w . I NLApLR �`, .__. I 1 Wppp HEADER .. _ , �II j ._ 000 NEAp[R Cn _ ;. BLOCK >. 4v - BLafM '"",-..I _ I lR'IXNREa RfOUNlm OraFO AWa , I 1LEOUIRIM - RE61AaED X / / / It I'I wry ygpp .. ,. aC atIXi .11 r ATIC110R • e' O.C. ./''' ,, - ..ANCFMR a 0' OC. 1 AICINIR a 1' O.C. ,♦. _. '. /e` 1 ro TA►COb ♦'e TAFA70N ,' 1 4•e 1APCO1 I , 4"1 iIPC" I L [ , ) $ (" 1 r I : ' I I e 6 D.C. , ♦ e 'rApcoe , 4 e tAPtoN �e / .� I ( ,KW e N D.C.f a B oc / - — ,� N I 1/2 It 4 t � ' 2 11 ♦ ..._ �ii d11 ill I� - I y _ _ MA < (2 ,> "I � 0 1 II ' f ICD _[_ � I LD• •( I E.tl.• tfr 111/4 l '�' _. .. _...... I 1l ...._ _-_. _. N I n IIKux-_...._-.._.. __ ,' I'', I n t,_,- I ..,i/N• I (1/4. ,I r. 1/2• ,1/` CIO �� ' / ''�' /! 1 ,� `', ,' Mln. ,, ;�,, i ! / f Wn. `, Y',i , 1 . , Y MN+. 1 1 r;,' 1 2. : NM' p I 2 •1 j MAX,_. _ _. I ' 2 J'' ..MIS._._-- '___-I fj✓lf 1 J t`7:/! y 1/ ,I I "I , j I I I ,� 41 j !INK, , � I , Mln , ? i � �. Ie I' Mtn I I , - I ,;, t___.' ('-- I 'CIO j0 I--YPAPA1gN I 1 O r _, ' - 1 �. D i l.. f i I 1 --1� N I u,•A-ran• A E IRA SEPARATION' ,r•Y-Sa,• N I 1 N ' l n I : I L I L?I6RNGy -, ea 1411W I ✓r "_ _ is Ran w N I / A 1 ,/,• ° I C 1 i/♦•..aa,• _ 1 1 N , l 1 GLASS D A R 4 N tllASs I M I. LNISI _': f j Sl Ilan v ' „ I .-. '.1/4YY6 .. °nn M 11 IN Nwn' IO Itr - -.yA �"' r - NLt ,Is1 RIa X , ' I .. O'1'0-��,I / B ,1 l I Z; i E%ISTI S ./ r= I R [A GLASS a , A T tl R A i F I peE ror AMc P i L e r IF NOm oNot,A rl I G'6S x i tJ N n _j­t / R ''fir Hsi k_ . "� ; es Nan w L.. 1 ID4N11 a10 r I Elcb N l• MINI. LTaSR w Ban r I;xASe O(ISf .N _-_..__. -.__..__. _ ..� E � I I •, can r v,`.'v'•01 I K q 8 , 4r-Dar x.- A u I _ _ i 1" Va. GLASS a 'I a - LIMIN oAN Y�r) '. PANEL 11 I ao f•r) GLANS IF I MAz, d -. I �... PANFN I.EFGTII '. i. it 6• PANEL LENGTH a \ I a _... -.--_t j pANNL lSNa1M to i tl r. tCL _.J_ - (SEE ELEVA,ION e , (NEE r]EVATIpN K ...-T - ! ,L, WP. A -,�-'- - - - r-- - - E' •L• Mm. 4 - - -:y:' .y-.. _. I IEFIOM p 1 pQ l _ 1 t" I A I _ ON Sr EET F2) N n r n m, xa , PANEL LENGTH A d"" "T`-7 6' NI _st i ON SHEET 1� N ..._.. .i _.___� n - __'i` . 1.. I'�(t� ALEt�TNON r . i ,/+ T:::.x _- -�-- -- -__...._._I °._:,-. r i �,.: I (S EE EUENAT�i10N .. a _. .. I __. ON S11ECT /2) _.. N _�'L i -,-:-,c_:n,, _ OONSHEET ,2) v V,4 .:. -:-.-. N } 9 .. 7. _-_-.... PANG LENGTH Y 1....,„ ... ....-5:-..-. 1 �' J " (NEE oLtl 12) I a a I (SEE EIEYATION I TO LASS. M __.N.-.- tl ,• Mm. F OM SHEET 12) a 3r' , (SEE EIEWTIoN r---SAPARAtOF4-- eN i.. ... ELEVATION a L ON SHE Ta) u I ON SHEET Ia) mor I I p - _I 11 D t. 1• ATI r, �I, 1 �...�[p�pA I N,. -t .� If 11 TO G,ASs, 1 p,F..._ I 1 ..r I I ! ARATKW_-� I✓ A f• Yin I _ N 10 OUSs I 3 i ON 1 N I 1 II Wn 1 N it ,; ��� rlri'; i _/41 L/a r!/,. ,y ;' - 1 -� y _io 6LA58 ` 1 2 I Nam.. 7N1N._ 1 1 N ; _., ,>; alI' - F TON---- a 1 W. 1 �'n"A L!1 F EK167"G' I'1IKIRFD E 0 • n` i OLIStINO Pou E O.• rl Y I !• - - >� , . 1 , • ,2 1 j _, To aLAai. ' Y e e I`ll A !17�_,7� ' . - i w2 + a GLASS. -. j.. i Va ~ L....� o GlAL55. 1 S r1 1 R (3_) e ( T7 �TS1 CON= pR' r' _'J I,. -� CONCRETE ORCD [ I .. . + I ? t N �� '. - it;1I - . . ' _ 1 ........( N T i L__,__-,_,_J . v f' _!.' � . , - I LID oG 11 REQIARLD. CONaDCM i ', t'r' `!" I n HAP Itc RC BlOC1 % Y ce,"MI : - ;yp y ..__Pm -Li __J 1 2• " 1 "1 6 a yr O . I I • 1R,N! lV: ,,. - _."'a_T_ .,vim_ i. I I.-_. _ i , r IIaT/ r r _ __T. - ) E9. "i , F: +'' _ j6 -.._,_�. "i 1 1 F 1 I / t"( T ` i . ( 1 1 • to ot. •pry- in' 1 AY (.. + 1.., I _.. O 1x 1 ._ , Jx i _ , __ _..) ', t !I -- 4 ;. I j '.I :I I fl --. 4 2,{ WOOD r ...:- ';" II' �iN I(M rJI ,a 1 --1 Y3t •Ml Ea. „-,_,-t, I:i - .L. _.. ;'. -__-_t ,.'- I, I -- -t -J r/ /I r, .. I ', i.1 t 4•I REQUIRED o 1 '., Ili �4`A 7APCON T,a' ++a9R it PLATE ( 2•R4' L _ ri PLATE i a t WD ,/4'P PMELMATE P 'ANCNpR a Y O.G enn r I ; � PLATE • I: CU a - ,/Me pANN;t12 t Pam, aaFi-_ _ III STAOCERED w/ C, r , ♦ e• CC. I 1 I ij RQMON a 9' O.C. PUTT I`. (L .- ._I/4-0 APOON 2EQU WOOD. I:..:d 1 MlELLATE h.USC aEQUIRE'tl I_.. 'I y ' ANCHOR • ,2 ,n• a.0.PANELS ANCbOA (BEYOND) I I I ,/4•P PANLLAufTL PLUS WALL YOUNTIN2S W mAccERm w/ sn3o lj�REoubWa ANctoN • 6 O.C.1.R e r2 1/2" as ik4' wood SEE sIRR ,N 6 to 1011 ANCNOIO BILE 6 SPAGNO I'OIII ._.._ 1 I.. I I t is l "_ -I ' - : .r .. REouww ,_ = - REouPEp waYW ANCHOR V*O MR ARMED COO[ vwmxL .___ ._ _i. - v ] I L - .. _. ME rmcluttn aN , scum n L rat E.Q. LLs3 mw r ROIA,m ON HONE " "DUCE MOM SPKRM NY YUUPLYNO SPACING NTDI�I ON SC"WUU r M ppyIAI, r11UDN 4 FACTORS FOR us DPLV:n / To K POSPWN, RE NEARm SPACING WTAillm U04 PACTM SMALL HOT K vivoALTERNATIVE R+1 LESN TOLD MNrW SPACwd aODATID FOR EACH AMGMw �j1FE SAFETY PANEL AMN I,HIHiI,Nh TIP% ON no SwArbu L ANN010IA.11814%, I �LL MOUNTINGS WAIrL..� � v. A, it((/j tp . , 4. 4 l IME ]/e-+S �a A. Ti (T icALE a s«, . STALE 3/s•, AwNaF T+PE wmR 34F'' VCEN�(:., 4, (/ $11 . �GENdE ' •1. 9 W wow AIcw wpm 0.4 1 J FLORIDA BUILDING CODE LNon h VelocityHurricane Tone . ��. (,EN • ••. C FLORIDA BUILDING CODE Non H1 h V61oo NOT Igone Zone 44187 3 FLORIDA BUILDING CODE Non High W(oe Nurrioand lone 2 •,AwwRArm o.R.r PIS 3 s = Damp N."m be rr. : a n1R0 PC F 24 DACE GALVANIZED STEEL STORM PANEL '9 * : * +Mn° nnD°. "e. 24 GAGE GALVANIZED STEEL STORY PANEL 'I Q PMArF{wAJ IR11F,lN ANw W - 3 y ,/i * •A' : * - 24 GAGE OALVANTLED STEEL STORY PANEL amm or,, _ 44187 ' _ $TOTE OF Q _ z t. INSTALLATION ARE ONLY VALID FOR AS.D, DESIGN _ ; 1[ T. INSTALLATION ARE ONLY VALID FOR MAX. AS,D. "$'- W .� NBR6L tee[ eRa6s org" $TA1F m/trM" PRESSURE RATINGS IN,R,r AND PAHEI L.ENGTNS AS �' : * a m/== N I) AND PANEL O' Fim/apa $ _, �. /R GLOBAL PROTECTION PRODUCTS LLC DESIGN PRESSURE RATINGS (' • ,P OR -_� /► GLOBAL PROTECTION PRODUCTS. U.C.L s o % — GLOBAL PROTECTION PRODUCTS LLC AYL PER ELEVATION ON sHEE 12 STATED 71I, 6#r IM6, b W[ P - IL ECoHNC _T. !/3 __.. dM - A&LORIt1 - ITLTE C C INC. 1 / LENGTHS AS PER ELEVATION T SHEET W . • .Soo Lr N, tnlWa 11 Hem >Lr t, SINK an AC ,- 1 ��) .eoD ar. fi awaT 2 FOR NEW WOOD FRAME CONS RUCTION WOOD �O'' gomo� z w 2 v a. ► r mN �.. aAmR a w NE . 3a2u 2. FOR NEW WOOD FRAME CONSTRUCTION' WOOD �A SyGNA1 F / -, w'Lc7 dwR, n. 3u14 Z 3 ,p' _._-_ _.. Dr. 10NAL E , .• r. r RR rR.w aM..r a wr °1Mr• rl „ a0-17S MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC w.- as wr war a w1R -r LA , r,- LrIN t-14 n.. (Mq m-,m move, (aa4+NK-INa, ., F�UIa-vol DENSITY OF 0.55 GR EOLa1l. / F ...•• 1 � ,a"..,.",a}'r„r °,,.,,� ^'"'" LOAN"-'mlA, rAc Npgw.arr 20-1'75 /UNNNININb1 --_-__ _ ...- .. -- uFwNN .rr w..,er�11 aLrwM Nr MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC / Aw o,-I46 r- m-ta• PrRwE: (M,)Nd-7I10. rAN, IaXR+-en1 20-175 $i t CA•odaea,N w11w' r MNMD b: DENSITY Of 0.35 OR FOWL �IIIINI'•'i,I w. �rrr wR r °1° L• Q PJC !JL/lWI,RRI/,M,E CA-Oamle A • 1r "[/CAR f[N A IaLF A'. P.L OD n..� A t ►U eE1 /WIT TLM,MCW A N A. F.E. RR 1 1 "REF 14 a 1N J wrLtlN A lllill A., i PBLT 1, 0, 14 N aM[[t a a Le SHEET NO. SH 1A EZi/18, EZi W/18 Awjims _ _ ..... _ (SEE $ECiN7N a+ a g1EaH4tME a1w ON sHEEr ,e) -3• Yoe. -'3• MO..-. 1' Ton. '� 1• MM. i (JCSEE NOTE 2) �M/® sl NOTE 2) i Elyn1 CND ,___a 6'VMwUUiePROVIDE[) W©EAR HANDLETO HE R TO p ACI11TAT ATF INSTALLATION Ir INQ SHALL ANTF.NDEDLWAYS EP/ o O O O O O I) Ls 1/7 I O O ffl, - TO BE IN57ALLED rROM INSIDE OF STRUCTURE. i III{ I!p 2 PER 1 NOTES ' . T.. 11-T .. T _-•-+..-r--" • 1.. 1 , .. _.. __ ._ • `-.._r.... 1 - T 1 •. OF (11 MAX pLf-1NIIIS)CL 4F_ $EKES 21]OO. C-2 RAMS S>ORM PANEL SYSITTA i... INTERIOR PANEL I T ) J (LNU PANEL) i j I (INTCRgR PANEL) I (INTFRgR PANEL) I (END PANEL) ( COF'ISISIING Uf PANEL r Conl TRACKS TOP A EIUTfOM. SEE NOTES 2. 3, 4 1 I j l l I p TES 2, E NO SE3. 4 I I I (2), ENO PANELS SHNL ALWAYS BF CONNECIW 10 BOTTOM TRACK OTHERWISE A STOP RAR (f) SHALL BE PRONDE'D AT TOP 04 SUCI! I_f PANElri. -ANEl LLN611• I • 40.0 .1 (3) IF F'n1 PANELS ME CONNECTED 7U BOTTOM iRACN, CONNF'CIILIN �• I I I I I SUALI CONSIST Of 1/4'01/9'04/37" 1 -20a3/4- M.S W/ WMG I , I 1 ,0 EO BOTTOM f PAN4 � W 1 - t' P ITCD S N %0. NUT 4'6a ," in T N' lAP / U OR ,/ 3/ N NERS MAY I j I I S s. B17Lr5 W a EA OvFRxIY '. TRACK LACATI'Ot'1 OF FASTENERS ALAY BE AT EITHER Of TRK? 11 I (SEE SrCT10N• MPLKAEU) EXTERIOR leirLJNECES Or END PANEL I I. `. l I ..1_.... or 4J . CASE. THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM i .' AT IN I I I I l 1 PANELS SI,ALL BE CONNECTED TO BOTTOM TRACK USANO SPECS f Ij L�jjjj�jPIr!_jf `j_ Jj 1�'Ij 1} ��� L 1 L I -..�..-T-•T ..T..i _I t-_i.. _.i -1�TP. r... INDICATED N00� BAR IABOVONLY -T-'I-��°�"�,-r-r N UsUGHAGSE�)CC1NNf'C�TION aF T TTT�i,_.�-f Tll J I 1 I T�i'YT IJJ_L¢•JJ_LLJJILIJJ_L~L-.JJILLJ_I-- LIJILLJJ_LLJJ1Ly�1JJ i.1JJ11I ! .. ( PANELS TO BOTTOM �RAcx MAr 15CcuR AT ANY PANEL LOCATION. r SEE NOTE NOR' 4 -•. _ 3- M. L . _ 3' MAP ._ ' An SEf ,.fat 1a•/('r�1 SEE I' Mw 't RJSTALLATIONS ONLY VALID FOR WINO 1, +ERJJ ) NOTE _ ✓ SPEED UP TO 170 I Pm. ANCIIOAS R SECTION E71 a AIT(ANATNE E21w ON SFIEr la) ..- _.. _. - EZi/10, EZt W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (1/ SYSIEM (t) SCAEL 3/32'-1' 2 6n17'(Mei [A4AAP Ms, (LA' 7'(kM -r VN31'n is F!4' MAX. cAv r f `1 SECTION A -A SCALE' 3/32-zI" Aa`Ep1A,711`TYfro 1' �f�P� • '' •�9 FLORIDA BUILDING CODE Non High ftecify Nurriccns Zone 44187 "7010 A f9 24 GAGE GALVANIZED STEEL STORM PANEL rP DAMON le c* =0, GLOBAL PROTECTION PRODUCTS, LLC.sTnTEoIL ,�.v MINX. ISM" I yOr� (OR10 P-N 'His Pa,rMr 2O-175 ••(mat, iir v P"bR. [4M MM-M-L W 01MANN-m1 now tsri w'- + C:A-OOrU>19 ioniwW e<.♦w 4• FNNMgOIp" 4RATp A. 2r. r[ EI"nR a.1 1 ENGINEERING E NpINEERINO EXPRE93930 PRODUCT EVALUATION REPORT September 15. 2020 Application Number: 370159.1- R2 EX Protect Number. M1543 Product Manufacturer All American ShuNom snd Guts MsnutscturerAddress 1540 Donne Road Wnst Palm Beech, FL 33409 Product Name b Descriptions 24gs GeNaNzed Steal Storm Panels Large fAestle Impect Rssistent Scope of Evaluation: This Product Evatustlon Report is baNlg issued In accordance with that rpukements of the Florida Department of Business and Prolesalonal Regulation (Florida Bill" Commission) Rule Chaplet 6110120.3.006, F.A,C., for statewide acceptance per Malhod 1(d). The product noted above has been tested &rWw evaluated es summoutzed hervin to show Compliance with the Florida Buldi g Code Seventh Edition (2020) and is, for the purpose kaanded, at low equivalent 10 that required by the Code Ra•evolusbon of this product shall be required following partnent Florida Building Code ratification or revisions. SutfstanNat/ng Dete: EX drawing A20.31643 gtled'241 Galvanized Steel Storm Panels (HVHZ 8 Non-14V1,12)", sheets 1.5. prepared bV EnWnearhg Express, signed E seated by Frank Sennsido. P.E. is an Integral part of this Eva(uabon Report • TM 8MRTS Uniform static structural performance has been tested in accordance with TAS 202 test standards par test (epoAle) OBT-ASG-17-M by Blsckwpor Tes", Inc. Large nsdle Impact resistance and Eyck loading performance ham been tsated In accordance with TAS 201 and TAS 203 lost slanthe ds par test repon(s) LAST-ASG-17.001 by Blackw aler Tenting. Inc. Structural sngneerilg eeleu6eboris have been prepared whloh evaluate the product based on compandive and/or officinal ansyiels to quality the follow" design crRens. 1. Minimum Allow" Spent 2 Minimum Allowable Spens 3 Minimum Glass Separation 4. Anchor Spacing 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (9S4) 354-0660 1(866) 396-9999 TEA MQ-OE NGINEE"INFEXP0.ESS.CON ENGTNEf RtNGEXPPf SS.0 ON ENGiNEERIrJG Pape 2 of 2 All Amencen Shutters and Glass - 24ge Galvanized Steel Storm Panels NO 33% increase in allowable stress has been used In the design of this product. Separation from Blazing Is not rebutted for Imtalle3ions oulaWe of wind tone 4 and assen0al fecifiaes. Impact Resistance: Large impact Resbtance has been demonstrated as evldanced In Previously Aped test repon(s)• and is saoourtied for in the InTginearin t; design of that product. Wind Load Resistance This product has boon designed to raabl wind loads as Indicated In the span schedule(s) on the respective Product Evaluation Docur1ant (i.e. engineering drawing), Installation This product shad be Installed in snd complance with Re respective Product Evs)usAon Doaumenl p a anginserhlg drawing), along with ON components noted therein Product components shall be of the material specified In that product's respective Product Evaluation Document (Le, engineering drawing). Limitations 3 Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (f a englneeMg drawft) as noted herein All supporting hop structures shall be designed to resist all supanmposed loads and shall be of a material Aped In this product's respective anchor schedule. Hop strudrne conditions which are not accounted far in INS product's respective anchor schedule shah be designed for on a afteapedlic basis by a registered professional engineer All components which are permanently rout Asd shag be protected against corrosion. contamination, and other such damage at OR times. This product has been designed for use within and outside the ftigh VOocgy Hurricane Zone (HVHZ). Respectfully. V.1 0. C f as'•,t •DI Frank Sennardo, PE ENGINEERING ExPRESse 4PE0046549 I Cen Auth 9885 160 SW 121" AVENUE SUITE 106, DE6RFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396-9999 TEAI4* ENGINE ENING EXPRESS. CON ENGINEERINGExp Rtss,COM HrMA w xw Hat :314Tf.':T•I �: 4 whla._ Lr. X4`uwui� i nV Y`arn FILL ': 'H+<Mr 'M ' OCP"f.IK :-0a .JJ , , , r ,"rJ, •}.r.,'•c. ltkNM'- tlK 14Y, hfh -�MPSv r^ A Ar > •.tnu 'Y T. 1'n� d, . .. �N 'n r N P V fn -Ili :+J LJJl rN > IY! ['HY1r Av4J .n>ti•:.. }wPnU • re :a MJW A raSq'YI' oo. 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'. v._vrcJ:urrur•I' •;xrrsT�lurq w+.,x- ad � M 19Q�E r' �qa[ - N' a:; A' f E, IT!'. yrf(_ -rE-:I GY •N a: Arc. r,n "LG•ItiM•I,u .ah �,Nfl.1MN ' Y MAV VA4Y PMV' r�' �• ¢f T .0 Yh1MtA :;Hx: r`a-1 IJJ aO'l r ^yam rcnnn•7r:rcA-+ •:: 'S'"v A 1>,.J 11 • ,.,r-I T�ETE J{". r�£•i"art R V cA'itN.N'.<�Nt x• Vl, Nlr Y'tl •'Irr. .< Ili• L. c'•• N 1'W it il{Y fiJF>. 1 �l i ,r tL T ��'•, .yet .J.��J.•.' Fw N `I all. a �w J5 � Cj rn. Y.N ;I.a•: �n1nm-'. J pI 141N YII , v.f7lX d31' �JhJVi �� i'r I .N Hllr, I•ll ill IVJ .V, q p R� rl I L y a'1'r4` -'rC1 X•erRT'Fr ��TR 8a /A"-IYIx,1 f A '1PR " R kA.:Cmx r �xr • 1-L..ur: u T - 20-31513 rile•. a. w' IiN: f_ 1s"o'w7uLMi, +<,1.1 rMiKA a,nnrr cv rT: rni. < ti• �af]fc'rr ra.l IA P �•, nOPRONAL.TgPraiiTbM Cl09UREORAA �.wl 1 w VNluil� N+� a-l:N I1��ss.... E 'IATR�. SS l •: H _ 11: > VimF -era Yz Nit '.' Ir Je.l U lit 9� iP11.i .-1'tu. JYhJr -T +A'. > I•'.r.� •L�LN h7<f.,S f r nwWnIxl4lralNiS,:InM /�1�% (; %�•�-'1N''e v'I' IYN:I/I11NH:1 NNIYI N1:IIgN N ,'D INSTALLATION DETAILS FOR INTO POURED CONCRETE. CONCRETE SERIES 2000 E-Z HANG BLOCK AND WOOD STORM PANEL STRUCTURES (1i ._QtLSMIG FOIlrfO [1 i' 11 CONCRETE OR -- 1/4-0 UPCM CONCRCTE BLCCN REOU�.._' . ' ANCHOR . 12• D.C. 1/4•0 TAPOON Ilai' HIEI( HEAD 1EK -E w000 EIEMFiF -- i- ,� II 11 7 .•}..'-- /that' HEX HEAD WINANCHOR ©-SUREWa • 1:• O.C. 1` DGEO1 a(4• FROM V RFOIARED' i, JI/4• FROM EDGE 1C� i 1pose 9z r J �' ', 0= F.D.is SR fR19 w,� 11 1 i . ., A p. 4A14M-al 1•� 1 I2' 0 OC L71 Pal rRleL A 'R I 1/2' x"SEPAM110N 1 3/1fro CJOSmWf a TO CLASS 1 n SEPARATION ExwS A''- 1 I - I I 7/1e•0 AIUMWW POP - RIVET OlA4S� TO CLASS. � M I.P. , ' i �- 1 4ti-1O,• �. _. _.. I _ - � PANQ LENGTH 4 3R e0.w � _.. LENGTH _ PANEL tb+WH • 1... .i - ........ - �.. " 1__. 1• s 10 WASS 1 O.0_70Y7• -' OGRT... i ,, UMBSC EV DSo 1 A/UMBSCRE'IV s 1' I 50N• e TIru118SCREM . f'T•''� 1 ED i a1� ( _-l�6BN•�w i O { �/r 1/2 t.. __..0 �. I.. Ir. .1114Y TAPCON ANCHOR 12. O.C. 1/4.0 TMCON ., ♦i �k 1STENG POURED O ANCHOR O T2' .0 CONCff41'C Oil III - .-DWE WOOD '• . CONCRETE BLOCK REQUIRED WALL�(QjI�IdQ YO�1 TI(RIG �E DfI.�Zl SCME 3/8=1- HALL $�TIVE QiW SCALE 3/8-1 • A,MHN,N14 ty1rLR A; TI(I7� 340' 110ENy41 •. Q FLORIDA BUILDING CODE Non High Velocity Nu icons Zone * MIN. PANEL LENGTH 1. INSIALIAT" ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHAI-L BE 2,-6- 0. 4 el[fao +N"M nL to 21 GAGE GALVANIZED STEEL STORY PANEL aavM v. PRESSURE RATING + - 40.0* PANEL LENGTH, / P,m 1. AND 8'-0" MAXAIA)f •- . STATE O - -„_-../v/Into 4: iL E C O tote GL08A1. PROTECTION PRODUCTS, U.C.0 wT[ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD OH: , 003 a 1 �!'9AI1 SIR", MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC S�'•- • N " "•" 'R"'P11pp1" :: ant 20-175 DENSITY OF 0,55 OR EQUAL. 4 E ,, N1NINUNN •+ IpN�,..,y„ ti am P Cw°�s„rc IPn PIOIJ f+S+MM-T6.R ra. (as`HeF-m> /woNRnYlc/D.'n slNn LNI 1 NLn ,a or 10 �ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PEP?. TO DANaSPAN)- TOP MOUNT (CONN TVV. TYPE AS REO'D) SECTIONS OPTIONBOLTS AL W 0 STITICH D WINGNUT S FASTENED O OVtPAAK 0 N)DSPAN (USE APPROPRIATE SPAN IABLE) C8 P1JN v1E5v m KDSSE" Z / 1 / BDTTC MW NT ♦ i ) (CON, TYPE AS �; REQ'D) MAY BE AT T a0017QM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 MT S ELBVATIUr N Top MOUNT (CONK TYp LMO AS REQ'0) (SPANN ABOVE ) MOtINi BOTTOM Jyy _ � NNN MCI OUNT (CONN n A$ REQ'Ol ---0 rov MOUNT ('COr1N TYPE AS RCq'o) ( 'UMeX .. BSTRUCTTON (LOCATION MAY VARY y�( W BOTTOM BELOW TYPE AS Rw'O) (SPAN OBSTRUCTION) 1JANELS MAY BE NOTCHED AS REQUIRED, CPTIONALX.•'-2D STITCH PROVIDED THAT CDNNECTIr M AND ANCHORS ARE UGFD WHICH SATISFY BOLTS Vn WASHERED WINGWTS FASTENED O 9PAN5 A01]VE't BELOW MiFtI CPION, OVERLAPS O NED5PMN (USE 4PpROPRUAIE SPAN TABLE) VERTICAL MOUNT ELEVATION NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS ORATION SCHEDULE: SEPARATION LE A A PAN 2 G II[iE �5 NUN MUM STORM PANEL 5k RA N ROM GLASS! II,Vw, WN1020NF4A FSSENTMI 1Af11UlFi) �; I MAXIMUM S DESIGN A. nWA6L1 1 5 NSIALLASCIN lRAI IN4T CA At A -� AL30'AB 9 I F f NHE[65URF I SPAN II Jn4.1 1 IIUN 0 Ae0 RA0 1 ' A(R1VE GMOE MAN 30 Vk fi ! (oScl I - [ iR1 i30D N1 b06m 7 E6 . _ /IS T 11UOm 606u 716 In , .1100in __... 606�_ -_- /45 130tl n. all6m 1161n I SO m 130.P 6,06 {n ! 161n SS / I 1(R6M 609. IS _ 7 n M1 7 m3] 609 m 2S1 _._ t zz -I 770 i6lN B7JM _ _ 790 -J 1T M_._.'Min 'ION LU4D 6 PA"!t FASTENER S4 rl TO rERM1NE MAXIMUM AU OWASLE STORM PANES IN. SC14EDULE IS ACCEPTABLE POR USE WITH SITIVE LOADS LESS THAN OR eQUAI TO NATIVE DESIGN LOADS• PANEL FASTENERS• ARE STUDS USED IN NJUNCTION WITH ALL MOUNTING EXTRUSIONS ,TRACK. STUDDED ANGLE. ETC.) USE 6 25' ;. PANEL FASTENER SPACING TABLE VALUES PO ' H"- AND *W-HEADEAS f INCLUDING BUILD CK 4011loN5 o ANlvl°IM1 MAXIMUM ALLOWABLE��„ DESIGN PRESSURES: T�, -" zl qf' INraH -o4v '^ MS wrw IN DESIGN SCHEDULES DESIGN NOTES:� � AND NEGATIVE p��l PARED MR'i PPOSITTIVE MRAASCON LPNERE$O{E[TERgMAUI SEPNCE WITH THE H 1 !3`Bm NICE A¢4'EIT CHAP1ER t; 1�ARATE MF BUILDING CODE SHALL BE LESS TNJMV OR E�QQUAL TO THE P06IfIVE OR NEOATW E DESIGN lu 1ti •- i PRESSURE CMAC3TI VAAILUES LISrECC HEREIN FOR ANv ASSEMBLY AS SHOWN, 'v GENERAL NOTES; ` ` t (L T As I. THIS SPECIFICATION NAB AEEMENOITE ttooNT1t�E ND SHA auOf 91 cooFPo IN a cE NtfM rke (4EpulR (11 M3R 1H61DE NYD OUTIIOF OF'ME H4N;" AND GO 'a O •1 1AS 20N 202 AND rAs 2tl1, 20Z OT OI Si�PalOiT d4 COUE ANR AMENDMENTS WNN1'C/AATE AND CONFORM TO ALL LLOOfC LI WHITMATE MIGNN{EC.R6IP7[E(M'IIFATBEYOND AS BOT(0.TE0 MERLIN MAY REQULIB (,(� 2 'NoiYTtN/SWLNCMA6i INAALIAIEYANLE 6��''E55. HAS BirN•1 U➢EU IN TNF [N6INEER i-Jd]j THESIGN E Of RICgRO� 1Poyft THEPROJECT IE •.1 FIpp. �ATRCCECryryC1HrWT WALL•EIxCNOORWN OEO nTTNp1l DPRBIMITfrRORRACU6lR! IdOWO"WW"C 4. SNOMATr $rfY empic 1EM.L131 LDFMRIINNOCSMALOeR WIDEN dtOERTO DMAT! FFRRDN�LLO0pAppsa, 0lPl2CTiIXJi. OR SPANS CD ED spAII NEPEIN•CONTACTTHfs ENGJNEENFOAALTERNATE CALCULA NSA6 MAY tie REQUIRl O: IIR11��I f TM! SYSTEM DETNLeD NeRERN ES OENERM AND GOES NOT PRONDe' f. INFORM11LIRg�R� PDR A SPECIFIC i/Ta TOR 511E COMPRIONS DU*VWNT PKOM THECONDITIOIS W7NI,EO HER EIX ALICFNSED SNGIMIBRORR603TERED ARCNRECT MALL /RwARE s1R SPECIFIC DOCUMENTS FOR 115E IN c IF, NLYION WITH THIS DOCUX0 M DESIGN PRESSURES NOTED HEREIN ARE I AEED ON MAXIMUM WITTED ■■ Fp�RrEMRBRAD�LRLB DIVI A I.1EAE1J4AFLIRTV FpaBCE,T}OERR. aR Ie6 '5 y L7 jDyEyER7DRBY EI[ AL ATIO NS P011 AI,UfitRMIN. M ZT MA RCT ON 1DM MNN-L; F Yj INC. m ANY MPLICA$U2 FrolM" STATE, AND/OR IDCAI CODfS. p ALLSMIIM PIINELESNALLaE 17,4GIImRa4 bP0024' •� F SMR14 PANELS SHALL OONroRM TO ASTM A6l3 STRUCTUMVQUALI" 660 GALVAry1SL0 kDATOG WITH A N]MINUN PI'Mal Kml, FIWS] ID. 114AWF@1UM•FXiRU5i0Ns8NALtBE6tls2.16 ALUMINUM ALL04 I`c UNLESS NOTBO DM DFISE. if. TOR m SrA DECANE SHOWN MAY Be TN AE FIBID CONDITIONS DICTATE. PANELS NAY SE MOUNTED VERRCALLV OR VERTICALLY NORRONTALLT A6 APPIJCALLl. 13. CdVCNTO ANCHORS NOTED MEAN SHALL a➢ 1M8®D6q M NON•CPACKED CONCRETE ONLY. INSTALL TILL CONCRETE ANCHOR$ PER _ PaeRtGg1FOB, 9YSZ9A FRFCTiONr 6CONMAUCTION FKA47ICEe BEYOND THAT W MICE S CAl1!'D WR eY LOC11� SnRR, ►FEDERAL G30B a FlIOM DEYMT10K5 OP TI0 pUN 1a. EXC YI NS CR AF VtKA MQ ItiftAP. 19TEM NO ADDITIONAL I� Vt1 TATIONS OR AFFIRP NS O NRS M MAR6U. '1L ALTSRII-n11%ADnrTIDpy, OR OY11 al MARgRGy TO TM1S DOEUMIP[r ARE NOT PERNITrOD AND RwAUDAR THIS CERTIFICATION. TER fVORY 70 AND Cf>l�I. N1N6 TN6IO�L�LD�YFING�➢rAWPDPIM ION OF (l) LABEL VISIT ECALC.IUri156S ■ Sft�i PLR 9'-7'7. N_C•=flt.T ;'-0 AEe n'41 ,- , ]Ilik .w arN r=lenl'1-'rl ro,.r... •II:aTP r � Tar E MtMAMFUN,LMNR.lacrtrsAR'lA!wie MINIMUM ALLOWABLE SPAN SCHEDULE .: T .*I �:�� cac�FtittSiiE�.iE1.18FT:uitfE�ELIE.17 �T�� r"�Jirrrtr:�ll�©�Ae;>II�aAr:�mm� l . Q Ci■iF=ilf� ' E�IA3iAA�©Eli p' � i'fittiliE�tlIIlli,. %i �1tIDiltEiE� E3 tIIla EMI 'r'•.7rT• F.?IiE9E>96�ritP.IiiE�[GIC'"iltIIii R.<iiF�7�i • �i^7aCi[7�tiE9FGiE9tiiAiEZiG7FIiFF . 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STuO W! wAv2RYP Sl;RM' wlxaYn a fat' P.c lLnNNlCTS fOnrlll r4CIyM r,,4u6U1N ,0 APNCEN' 00" .-It Iwo.IV,E AS Pro P. aimsRot; t tlsfPA: CUNl11FTr m P/k0 In.T BPM:IN4 01 Iwi Tilt NatJlw Aoc„ mn v.ux Owen In Aa1wA 1WJPA AMIIM. tiPaC11YCr TAN Y, P rNl• n0lacrM ,n DipAt Nut 6 wNu1 EGRESS ,Poll PANEL DETAIL �QPTIONAL M TN FASTENING eel `-Lr F PEiO•WS•10 rn. a➢f1 2.230" 0.094« 2 990' 2 250 I LAN i-",`• • f 'i gat 0060" Y,weluu0 jI'�i' 0,094" I 20.091• 0,T50" 1�1 ,y, I l P uh' m ' 1�, QQ L. iI.l2S" A9r1C' Ot25" 8 18 GA i8 Q 1 Is x 0094n -03 094" X1'• TYP. 91 TYP i5 T 1. 4 0� • La10" ]s30" ff,o67• L_ �� 1�.067" 63' w -.{ �l. To:32s" z,00o• In 1.3s .030, LD6DD -IQ 67A" 25n".oWao�• r-�.2p.oOD' I- EYp .12L. i,160" �<11' NEAOm ,.. yJ• 1eAMq fill 1111eP0� !•✓"- IC9r µNAM 1e�- �1� 3.3W.-MAX. l)' D.)76",I_-If"'0r'.C3-1`35_"x U. DI "sM L I(i: �g 115601 ' ~ S.Sl12.50D NWF�COVERAG 610 'S5«" 0,19� A --I IrD�65S` ° 656" '6a6• D.40io­ TYP1.a07" i 'A 8 ' 14.e75' PANEL L.EN IX Yt,P. 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L8. a 9 " 6• 7 12 .S' M.0 6" La S. 111 L[S its 7 " 20 latl Sl.]" 1f0 ON' 7.0" 12.5' Q4" S7. T' 5.6- 12.5' 1 6." S60' 140' 9V S 1s 00" !.e' 46 56' 1 2.S 12 T• 12. S' 1.0 S6' b 1a o" 0.B• f0" .0' it*' 36" 3/4 P 1-174 MOCO 73 TAP C ^ FAS' 41 RR C 49 I>•Nlaalatatl► 92 T3 12. F 12. I 0' a .0" 111" 6 12. 1 1 . ' 1b,0' 16.0' 16.0 1 ' 9. " OIL t. ] .5" 12, ]B4O 10.2' 01 2" 0 18.0 S lit. L111" 14.a' Las" to,5, I ea, Ol" 12,5' 1 r' t 16. 141 P.1" I, 12, 5' !m. • Q. o is all ill I, a ♦1 WOOD %MC qo ws ♦a T. 16•yatN M1an06 r2 2 S 5 12.5' 1a a T� "! 9' 13.5" 15 5" , 4 ^ .e 7 a e Ii .1' .A IJ!" A t z 1 I' ss ,o• s 11, l.7'is.7' .r Ia]l 16' S 7 n >1 4r' 62T' 1t.7' 47" 40" aTS" 1Y 1" 4i' a0" 4zr .." .:V. 40" ANCHOR NOTES: 1 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXLMUMALLOWASLEANCHORSFACJNG, MAXIMUM ALLOWABLE 6MMS AND PRebUAtS INDICATED IN 6PAN SCHEDULE SWILL APPLY 2 ENTER ANCHOR SCHEDULE MUD ON'PAWL FASTENER SPACING. THE EXISTD4G STRUCTURE TE TYP T AM N a ANCNdI E SELECT DESIGN LA40 GREATER TWIN OR ALTO NEGATIVE DESIGN AL LOLL LOA ON 8t1 RAND SELECT PAN 0 � T T E O 6N AN. L D VTT! 5 ATE ER NTN OR NEFT1 T UFf o N S! ECF CONNECTION TYPE BASED ON APPROPRIATE MOUNTING OOMDIi[()N (BEE MOUNTING OETA715 ON SHEET 2 FOR IDEMIFICATION OF OONNECYION TYPE) 1. "PANEL FASTENERS• ARE STUDS USED IN WFOUNCTION WITH ALL MOUNTING EXTIEUSIOW "P-T STUDDED ANGLE ETC E 6.21' O.0 F ER SPACING TABLE ALLIES FOR f RAIX. ) Lat PANEL AST➢N V ALL ti`• AND -W-HEADERS (INCIUDINO DIJILOOUT CONDITIONS) 4 ANCHORS G ALL BE INSTALLED IN ACCORDANCE WITH MANUFACM&t*S' RL'WMMBIOA"MONS 5. M04AW BLQCK HOST STRUCTURE SEFILL CO~ TOAS71.) Coo SLOCI. 6. M0dMUM EMSEOMMR SMALL BE AS MOTO IN ANCHOR SCIHEDULI. 7 MINIMUM BMelDMwT AND cote 0151ANC! rNLClU0E5 STIl000. LOAM, DRIfOt, AND 07HN1 wALL FtNtsHlS WALL MNISHES SHALL B! uNareo tb 1/4` MAK CIR SMALL BE yE0.1I11F[1 BY OTHlR6 TO AOlQUATlLY RANSPFR 1A0.05 TO HOST STRUCTURE e, CO IRETE ANl]'pRb NOTED H ill $M LL BE EMBEDDED TO VN{A4CIB0 ODNCREfE ONLY. 9, WHERE EXISTINOSTRUCTURE WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE 1NTOADEQUATE WOW PRAMINO MEMBERS, NOT PLYWOOD, FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FA5TeWRShALL BE LOCATED IN CENTER OF NOMINAL 2' N 4' (MIN WOOD STUD ' " E•OCE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL Oil PI "G-0.55 ORGREATER DENSITY, LAG SCREW SMALL HAVE NaLLIPS PAN HEAD OR HEX MEAD. It REMCIVABLE ANCHORS ARE OLWALT PANELMATE. ALL -POINTS SOLID -SET a BRASS BUSHING 11. MACHINESCREWS SHALL HAVE 1/2-MINIMUM ENGAGM1ENr OF THREADS INTOTme sere ANCHOR AND MAY HAVE OTHER A PAN HEAD, TRUSS HEAD OR WAPER MEAD (S101!4W K BOLT) N.N,O 13. MWINVM EMBEDMENT AND EDGE DISTANCE EXCUJDE4a STUCW OFL OfNER WALLF)NISHES 14. DEU4NATES ANCHOR CONDITIONS WHICH ARE NOT ACCEFTABLE USE', LS * DIWt MOUNTING COr10ITIONS LE LINEAR JNTERPOIAIIOPI /5 NOT PE RMrTTED FOR USE WITH THE ANO,CR SCHEDULES USTM ON THIS SHEET. VaMN^ PE Ana INaA 9 -F-A N N C) U C 0 2 C Q C6 -0 CL .� U��•'�a C CD 0 0 C 0 • i.� O W C C 0 _ E U_ _CU .� Cn -0^' W L_ Q F_ -a .0 VJ Q Q Z Z W J L N V CIO `V 0 L_ T U CUAO axMa M 0 CIO LcLI L Z Z Z Q J a SHEET NO. SH 1,5�