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HomeMy WebLinkAbout6696 Back Forty Lp1 g a y •j AB orA.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Red. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Fig. Footing RM or Rm. Room BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Brit. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SO or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Gig. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or KIWall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MIN or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR orVTE Vent through Roof / Exterior DIN or D.W. Dishwasher OPNG or Opn'g. Opening W orw Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PIED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06,23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.00 NEW BASE PLAN 06/25/12 2.00 GRADE BEAM FOUNDATION 08/26/15 3.00 2015 NEW CODE UPDATE 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. 12/19/20 5.00 FBC 2020 CODE UPDATE 1525 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 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. a+�a cue �I Va c —' A'V N -o co Ct y d 0V /O CV Q ' E c `- io 3 Na 9 ` J ® ^J >r N N `Y r.411 _; -.' _ tip; •� � .� e;,ye .01 w l �.0 LLW 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. 0 a CD co 8 o 00 HJ cnr-- r�'R fA 13 a 13ci rNi O =J LL_ W 0LL ua °c ° Z m ai � o W O ogres- o W IL ILZ. N 2 on w 04 o Q Z N O O U U co W El El M N O O O Z � aNEEM QQN O Q :S — ¢Wad aroma V I � z 0 U 1 T, C-/) LLJ UW OW to p c U LU — _ E ml � U � �0 . /IIVI " N N ¢ 0 N e� o M dz Z a W a p E U w� �� - z za z® oa H oM O OJ < U o O Z cp M z w 0 a Z wz cn M <z am mo 0 Zr~Z m � J ¢w �z S co 3 ¢w g g o d W O � a E N W m � O w' �'s it 3 �0 �O Milli!�w wa N C O 0 i O J �L 0 ui rn ca E2 co co LO =3 LO ^ N Cf Y o o N pa„ 0 U) U N ca ` Lr +_J LO N co N m LO O ,— rn L r E ' ij Z E r °; Z cc a E v _J v ¢ o c JOB NO: 23-06117 SCALE : AS NOTED SHEET NO. C S .0-j FIN VARIES, 2" LESS THAN CABINETS BELOW INTERIOR DETAILS VENEER KEY PLAN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = 1'-0" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25z S.H. 13 20X3882 18JX37i S.H. 14 20X508 184X50 S.H. 15 20X63 1871X624 S.H. 16 20X72 184X71 J S.H. 1112 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X3828 26x37 S.H. 11-14 274X50i 26x50 S.H. 11­15 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 i 36 4 X 50 S.H. 25 37 J X 63 36 i X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 38 i 52 J X 37 i S.H. 34 54 X 50 i 52 4 X 50 S.H. 35 54 X 63 52 J X 62 z S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS 0 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 71/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 © +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 OG SEE SN SHEET 0 SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 FIRST FLOOR PLAN - B SCALE: %4'=V-0" R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or class duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd, or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA SECOND FLOOR LIVING AREA 721 S.F. 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACE:1 G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. CQ > W Li C= O C i4 W N , N N a NO3 t N O � Q a 3 CU Y N R 5. N � � 0 o w e � < n9c��1.7 c1arII;I a 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. - "-.; M p'. .,- .. F �, Q o E N 0 :P 1' o O N N m # 4 •=S Lo W N 'd l N CDIJ- W W l Q m LL iL 3:a z z J Z- :M 3 0 5 W mom 0 o m J 1 02rrco m cn a' 6 W i co ¢ of L) = N IZ1� v Z Q ❑❑❑ o c� tys!ra t) W o z m Q 6 V I 0 s T` V � w � owo N I ' v _N ) 4,_F ca U... E I S c U MID o Z W M� J 0 z � tL a o zo �� >N <a ?° Z® CL E O O ¢ U O U O ¢ Q O W 2 ¢� _ ru ¢ ❑ w2zz .0CID z m °� 'r3" m Q Q W °b z zo 3 0� az W� m oLL w 3 =r o w� ;O c'> v 0 a 03 a O .� = C:) a; 0 L- N L0 ^ Q Y o O N U) 0 0 LO 0 LL LL Nco N 0-)m LO O Lid r Q rn N r ni CD r CD CO o m i6 Ln Z z E s- W ccC a 0 � Q o °i JOB NO: 23-06117 SCALE : AS NOTED SHEET NO. 1.1 +=1N TT CONT. HANDRAIL STAIR CALCULATIONS: TOTAL RISE = 10'-0 (16) RISERS AT 7 -9/1616" " ( 42" KNEE WALL RETURN TO 10" TREADS w/ 3/4" NOSING WITH 1x8 CAP USP MP3 CLIP EA. &CASING WALL DETAIL STRINGER TO BEAM/ FLOOR SYSTEM TYP. 3/4" PLYWOOD DECKING i16 6rFLOOR SYSTEM SCALE: NTS i15 i 4r o i13 M 42" KNEE WALL WITH 1x8 CAP & CASING - 36" H. CONT. GRASPABLE RAILING 1x8CAP & CASING f i �4 (3) 2x12 3 c STRINGERS 2 1 R z7 -`6 1x TREAD (TYP.) 1x RISERS (TYP.) 2x FRAMED WALL 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. STORAGE b UNDER STAIRS 60 2x FRAMED WALL TYP. STAIR SECTION SCALE: 1/4" = 1'-0" Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 1/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 318 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. ) SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1. STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O' LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 1 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 M Sill M F DRY o THR 80 HAN 36" A it 8'-01 0. 25'-0" 10 12'-0" 9'-6" 00, S-6" 1 3-5" 64" D2 TYP. @ H 1 Q 6 H 1 � 6 CONERS 25 SH 62 25 SH D2 2X6 WALL EGRES TB 60" X 36" - SHOWER 16'-4" FIBERGLASS H1 = SURROUND cn -3;-4„ TP -F---S 5„ o- OWNER'S OT �----- BATH - 6 _ SUITE LE CLG. 2668 _ - Q2 TILE 8'-0" FLAT CLG. N i j 2068 in CARPET ro BF1 + - - G.T. ,- G`JD 3D - - - - 3 4SH 3 D2 D2 SIM, w/ (1) R&S - r3=1 SIM. w/ (1) MSTAM36 r------ MSTAM36 FLAT STRAP i 4/jC,EL�SS I M FLAT STRAP WIC N S6 (01 8'-0" FLAT CLG. 2068 TYP. r1 CARPET 2668 fb TILE TO 7' o c06 CHASE N N s� N A.F.F. H1 [�UHA I BEDROOM 3 O 2 -..._ 4SH - 8'-0" FLAT CLG. 6 -0" T CLG. 00 (n m _ CARPET TILE 2468 Cell � 00 4 CD TB BF I ron o 3 3'-0" T-3" I r -1 D2 H3 - -2668- a Cl) G.T. ui= O M. w/ (1) - - - - �� STAM 36 I.0 w .AT STRAP 6'-7" 2'-4" 10'-4" LO ER VENT j 2668 c7 i �M D2 U ROOF. LL I LL __ ___ w I D. C0 42" HIGH 1/2 o v SON BOX @ ! F.F. I o WALL W! 1x I I I I I I I I I I I I I I I W '� CAP I I I I I I I DNI I I I I I I I I I I I I 1 00 LAUN116I 114113112111110 9 18 16154131211N. TILE 24 SH 00 too 22 H 1 OjD2) cv p1 T-8" 8'-0" 10 214. I Ir I 4068 BF I ------ I r--- BEDROOM 2 = ' - i U) I I 8'-0" FLAT CLG. ; CARPET Im N I I I 22 I I D1 I I co 4068 BF I I I---- ------ I I I I �25 SH EGRESS I D2 O 22 � I H1 D1 I I I I I I I - I 1 I 1 00 I 1 I 1 I I I I I I 1 ' I L- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - 3'-10" 10'-2" 8'-0" T-O" 14'-0" 11'-0" Jol 01 25'-0" op 14nC e7ATi[ITiW,117 40:1 EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'4% THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C." THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O, FRAME (Fin) TYPE 12 20X26 187'X254 S.H. 13 20X383 18JX37J S.H. 14 20 X 50 g 18 2 X 50 S. H. 15 20 X 63 18 J X 62 4 S. H. 16 20 X 72 18 J X 714 S. H. 1 H2 27 114 X 26 26 X 25 J S.H. 1H3 271/4X38J 26x3711 S.H. 1H4 27T'X501 26x50 S.H. 1H5 27}X63 26X621/2 S.H. 1H6 271gX72 26X711/2 S.H. ,22 37 J X 26 36 J X 25 1/2 S. H. 23 37 J X 38 i 361 X 37 3/4 S. H. 24 37 3q X 50 J 36 4 X 50 S.H. 25 37 a X 63 36 4 X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 381 52 7' X 37 S. H. 34 54 X 50 i 52 J X 50 S. H. 35 54 X 63 52 � X 62 4 S. H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 NIA S.H. DOUBLE 39X59 79 X 59 NIA S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP WI 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1 /4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Cali 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" A� +29.7 / -32.2 © +29.7 / -39.7 0 +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET C SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 SECOND FLOOR PLAN - B SCALE: %4=V-0" R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302,5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent, • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.21 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA 721 S.F. 807 S.F. TOTAL 1528 S. F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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) CZ-o d o a� C 10 C.i N m K a- ce C L InBa�rs H C i0 Q rq _y _ W s c •a em d a> .� a.r, as ca rz J N r= a o a. �+ 0 --J GD+3 u O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W gN v E O $= (0 0 m Ls E5O nr�-' L N a ,n N airiv " =� U- 3 I LW ' Lit ' n. - a d Y Z _ m c n w o z$ O W 0�c' Z m � c� 0 C, ZIL a ZCD N oU W ❑ Il N th o a z N z � � � Q a U) in M a W l:/ o W = o U _ O Ln �N W o N m r�CO I Rig2 W J ~- E 8 L N ® != V u) O W Y N O� o � C,3 J J� m o W Z g LL ca o zo Zo zo E 8 o° CU_ its �� O 0 &� 00 o Z fu L z K Z wZ rn C� Q O W m oom ZZ m N N O Z �z s< z W m oLL -o '0 z � r- �z F =r 0 Milli!JZ M v W zI< a 0, =CD 0 = Lo OCU m CID :3 N o LID 6 Y 0 J N n^ U) 2 1..� co 0 LO � O ILL Y N � N m � LO O LO T 0)LO T C.0 iri LC) 0 Z cc z c E T E 0' m c m a U 6 6 Q p c � JOB NO: 23-06117 SCALE : AS NOTED SHEET NO. 1.2 EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU 12 5.9� 35 SH ----------------------------- FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS _ _ HDR. HGT. REAR ELEVATION - B SCALE: 1/4" = 1'-0" FRONT ELEVATION - B SCALE: 1/4" = 1'-0" T.O.P. TO T.O.M. ; FLR. 1" CV v CD 5'-0" RIDGE VENT 12 5.91� - FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS RIGHT ELEVATION - B SCALE: 1/4" = 1'-0" LEFT ELEVATION - B SCALE: 1/4" = 1'-0" T.O.P. 00 FIN. FLR. T.O.M. T. TEXTURED CEMENTITIOUS FINISH ON CMU FIN. FLR. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.G. 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 tc� C 9 W "9 o ac c6 V N m -e'V Y d 2 a) _ Q 3 cc cci,u�ar _duo N a� �o �.LS o �3i Y9b fllfp4��s° ��,�q+��•rii9T4 Y4 • � � ,� oaf �°� .� L s. 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. WI. 'I E 3 Ia,ii s V O � N n O � Lln 00 N (fl # r- � � J PIi M "r g / N 5 J C J 25 LL \ W LL LL- o_ s11 J W 0 @ _ Co 5 @ N F T M Wfn . W Z N Z J IL LL a z w OU � v W ❑ ❑ N M O. O O � o J N CWv) ; W6 (9 0 LL LL, U O LaJ o to � �N U) � r c� — E 8 Z L dj zl9.... U o . c N m ® W w to GS m 2 o� Z Q LL � - E U w o ° ­'Z > } gi Z c ZB oa H ro a E gg o< Iy 00 �< W do ¢o az ww �n a �� S U mo Z LL m m }< 'Z Z o ao cn o m <� �— a a ° O � J >L 0 ui N m LO o LO N Y o N m t I— �-+ U0 O LL LL N co N m 0) U) O Ln r rn L r E -E L o z Z N E T c o v a? U � a< 0 c _J JOB NO: 23-06117 SCALE : AS NOTED SHEET NO. 2 r i i J T I 1 I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150AI200A INDOOR PANEL CENTER 00 #14 t0 lights & outlets NEMA 1 01 #12 to appliances and GFI 150 AMP/ 200 AMP 01 #10to WH 00 #8 to Range 00 #6 to HVAC METER MAIN T —1 50=2/0 200=4/0 In 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. M 4 Bare Cu Ground INTERSYSTE BONDING r—] #4 GROUNDING WIRE TERMINATION PER - — WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV.03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: to AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 3" C) 1.5" VTR -III I I I I r. I I I 1 SWITCH FOR DISPOSAL IN CABINET— r=====1 I( II II ALT II AC PAD It 11 L=====J WP GFI'4 DISC. oC =_ I-- w3' U_ O 0 EE > LU O m O WALL MOUNTED LIGHT FIXTURE t t U KUU lvl L I I I LlCati I A5 I 1 1 - o PER SPECS O RECESSED LIGHT FIXTURE PLUMBING RISER I I I I - +P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS I ------------- TRACK LIGHT SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO I I - - GARAGE DOOR FLUORESCENT LIGHT FIXTURE BE VERIFIED WITH PLUMBER I I - GFI EXHAUSTFAN I I or------------ I to I ----- GARAGE — - EXHAUST FAN/LIGHT SWITCH FOR DISPOSAL 1 I I COMBINATION I Q rQj ELECTRIC DOOR OPERATOR (OPTIONAL) i 11RRIGATION IGFI @ 44" °' CH CHIMES (OPTIONAL) I A.F.F. P13 PUSH BUTTON SWITCH (OPTIONAL) — — — —GF1- — DB PUSH BUTTON SWITCH - DOOR BELL I I I I 1 -- SD SMOKE DETECTOR -- I I 0 I -GF1 I CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) GFII ■ -------------------- COACH LIGHTS I IG[ANGE a TELEPHONE (OPTIONAL) - i 2 X 4 FL. i OR PREWIRE AS PER SPECS USB TELEPHONE/USB (OPTIONAL) GFI � TV TELEVISION (OPTIONAL) __ KITC H RN I TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. -- I i IDEDICATED THERMOSTAT11 I I :- I I IECEPTACLE IMICROWAVE IM ELECTRIC METER I I - �,IG -_-_! HOOD PER SPECS op"I ELECTRIC PANEL =_- JI / I —>� DISCONNECT SWITCH G ROUGH -IN FOR OPT. CEILING FAN �J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN G—e (1) PHONE LINE, (1) DATA PORT OPTIONAL LIGHTING SCALE: %4'=1'-0" ELECTRICAL PLANS SCALE: %4'=1'-0" C3 > -= a� o cc U N '�f a CO x �LL-a H cc C to -a.CV .0 y w 0 cc Q ,✓, 6i a E s c m G, Q as i '2P C �i <O .= N E C CO p tw 0 M N 0 N M C=> 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W v £ o 0 o$"� g cli 0 C?N � N W � r- r'— w a Q �mv w°_Sf a toLLi� W z 0 oo Z w .� � �tE N t0 on J Q m U) °' °' W Z LLW o Zr Ci w N M Z U G Z H o� ❑❑❑ W Z N M o g z o � co (DV) 4-LL co - W � � �u O,1,o N c w v) U oilW _ E U o N m � �® � ¢ " 0 N o J� w M < r._ (6 Zo O > m ¢ o- Q o w= ? F— 6 20 o<°w 00 Z Z CD fu r0 L a s ¢z ¢ ii wz K _ C/J C <' �S < mo ~O `r Z m j Wo <� ¢z �Z 8 oz o go -Z W p M LL < �o nw _ °Z =3 o z wa �F ;o M v zl �a a � ° 3 0 >� Orn Nt E m CID L0 �-. Q N U o 0 N !!^� vJ m CN }+ O LL L Ncco m (`'N d) L.n O In �-- Q 0) N r m T CD CY) o M fp Z Z c E E hi c m a c0 0 Q o c JOB NO: 23-06117 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPA 60 SQ. FT. J ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ, FT, SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ, IN. of SQ. IN, of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 288 276 39 138 10 69 138.0 0.0 138.0 (Zone 1) Main Floor 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 213.0 75.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN-B SCALE: Y4"=l'-0" M N O N CM O -a ur i c <ovN N V Q r CV `JC N as 6>r V Q ac 3 � C O a� 0 R 0;!�" 1 ,L{0' Uj To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W g vE $ N .00 f ii/i _ \ N040 # LL J LLL 75 C V V] @ O W Y N Y -1 r°p2rn°' of w N Q Z Z NIL , O U i W 8 El El (D M 7 N c+) O Z CO QN O Q Q CL- r U) l%i M a c Q) V! �, o LL 00 a w � � U � 0 N w o C '9 - c w � H J E x� o N U) � ® Q 00 Y N � Q w co C53 M _ z O Z Q U- EO 20 so Zo a Q E U oLL wz ze oa — C E ❑ o� co ¢z wo wZ L to ¢z �¢�z O U mo Z z m J m F Q W �z S ¢� oW. oLL go az Wa 3 J$ rn w z az =3 �O 1_ v w 0 aO o3 c O 0 O Ln Q m CID LO T— :3 C Ln .-. N Cr Y 0 N U) m }1 4-1 LL r11- M CN (B m N Y J LO r Q rn 04 r w 7 1` LO o Z W Z E � N �' N c a E U J Q J JOB NO: 23-06117 SCALE : AS NOTED SHEET NO. 4 11i 111, TdncrJ.n M I'llk"Flava"I'l—fi ,n11 r)i i i 1 11__ WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z w CO CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" .• •� "�:; '--#5 CONTINUOUS .,� '%�, . _,•,C ',- REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER .-. •; ; -. ;; ;.-• • • �'} '.- BAR ONE FOR EA. �' ; t HORIZ. REBAR, TYP. U. N.O. "Alternate: ' The reinf, bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = l'-O" 25'-0" 10'-0" 15'-0" 1'-411 7411 114 " 2'-O" x 2'-O" x V-0" 10 W/ (3) #5's E.W. W/ '0" (3) #5 sE.W c I I I - 11'-8" 6'110" 1 6-211 5'_2" 5'-2" 0? I O I TYP. @ J AC PAD 2 STORY S6 I I U.N.O. ------ M --------------T-----I PROVIDE 1-1/2" RECESS 1 S3 1 FOR SGD DOOR. REFER - 97.47 9 1 INDICATES FILLED C LL /3 00 PSI // 1 TO MASON'S SCOPE FOR WIDTH // 1 ■ 1 CONC. GROUT FROM FTR TO BEAM w/ 1#5 REBAR VERT. BO E SLAB, 1 TYPICAL @ ALL PLAC Es H WN HOOKED FTG. DOWE S 1 3" / j / HVAC CHASE i EMBEDMENT W/ 25" E T. ABOVE SLAB /j BASED ON "GRADE 40 STEEL" // LOCATION ■ 1 4'-2" 2'-6" b 6'-4" r-------- F 7 �U I I / 1 1 I■ TYP. @ I // I 2 STORY // U.N.O. J 9 4 ELEV. O I 1 ■ /FIN CONC. SLAB I 2' 11" ��.g° PLUMBING ( I ( 3-1/2" MIN. 3000 PSI FALT � I / STACK iv s` I I CONC. SLAB FOR (( AC PAD — N 1 1 HERNANDO COUNTY I ■ o ■ _ J U ONLY 3-1/2" MIN. 2500 _ t_ _ — _ J PSI CONC. SLAB OVER STUB UP TO I 6 MIL VISQUEEN 1 co 2ND FLOOR I C J VAPOR BARRIER FOR A/C — — — — -�-- O I vJ LL N Q ' W v co d to 0 r ■ I 2'-13" x 2'-6" x CD STUB UP TO V-0" W/ (3) FOR A/C FLOOR I #5's E.W. ■ ■ 6'-1Off LU H.W o C K LU Z z iY, 97.18' O LL 1 S3 S3 U'-8" BUILD j O m l Z w PROVIDE _O Q APPLIANCE < CL PROTECTION TOP OF CONC] - U Q WHEN REQUIRED PAVER TO BE4" ■ I � V/y PER FBC I BELOW FIN. FLR. A- I IOW >w I O I 2'-6" x 2'-6" x V-0" W/ (3) #5's E.W. — C.J. — — — A 1 (2) #1 VERTICALS S3 12' 2'-6" x 1'-0" W/IN ILLED CELL #5's E.W.B — _. — — — — — _ � — — — — — — — — - —2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. T-6" 16-8" 16'-0" 25'-0" ■ 1'-10" 1 5'41 J ■ 0 �t 0 -1 co J S - TYP. cr 2 STORY U.N.O. CO CV co 9 0 M 0 LO PROVIDE 1/2" x 911' RECESS FOR FRT. DOOR P/ESL 2'-0 x 2'-0" x V-0" W/ (3) #5's E.W. C7 � z0 OU) O N LL NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING JUL 0,,3 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 FOUNDATION PLAN-B SCALE: %4'=1'-0" xbEYr7%f tt rY �,� •' ash •Cj,.> r� �i � or 49. F . C°F�ESS'O ��� � k���i`� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 40 W Q E N 8 O M 8 O r O V Lo N N O a) # oo LL 0 0 Cnc�o: "" a uu V dj U Z �LLLL. Z o O _ m c d o ca o o W W y O 0 � r- m - Q o� d 0 z Z IL W IL 6 � o � o W N co Z U H rU O U ❑0U z W z � o o Z ro N IR z o J (nun N M w o-� V) N LLI o w c_ cn w 1— w e I = L U QQo o M �W a3 z u_ E zo O Z>n < N Q. E fJ W z on V O E O O Z t a o W ¢� o U m� o m J m aw $ ¢ z o Ems COS c> �� pd o z N = oLL �3 =o o JZ w� II� v N ao 3 0 © J L6 0 rn 12 N 0LO Q Cr 0 N > 0 �. .i-+ ILL N ° 0 m N � CN LO T QOo o to ai CV o Z Z E r c c o E U ° Q O JOB NO: 23-06117 SCALE : AS NOTED SHEET NO. 5 GINEERED PER ASCE 7-16 OF GN ALLOWABLE RSH ENCLADDING WIND FPR PRESSURES AND OSUCTIONS FORM AN ROOF OHEIGHT <TSft AND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 t GABLE -38.22 -38.22 -60,99 -60.99 60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24fi6) ortV32' EXP. 1 (3716) TILE: 7%2" EXP. 1 e2/6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. F a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" 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" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 1005/915 " 8 - 10d x 3" JUS26 100011080** --- 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" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Gd x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *"* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN ELEV-B SCALE: Y4'=1'-0" t) M CV N` 0 cm -a Cy -o > LLI Cj .�. JO C a- :N,."O N s c . 3 m L �:,•� a a> C, a � `y'y+Z,�gd M 0 +� .+ �. "3iC?gCy1)'�' 00\� 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 W F E 00 u' N W N V ,a � ik N�mc? nm L L- JL Lu Co LL 55 a Z — a a i2 Y b Z O �c W t0��rn m W .� ILO � N 0 Q J N O U d� c�> Z U Co W ❑❑ 0 M !P 7 N M O O O Q GC �t N c�v M W �.Jfa C O N 1J1FE 0 N �N LC) o �y N to � c c W f— J ofo L U f9 z® (—) o `� N o Of o w M M O z N E �o ac: C� O E U sLL Fz ze oa E 00 o O< N ao Ww L en Q O 3a O Y m F0, O LL m -` J Q z :z VJ �j og 0< go dz m <R o cz w OI0 �o a <i OI< 0 � C O O j O i 6 0 N 2 Ca Ca :3N C LO Q Cr � _ ° N d. (n U m N +� 0 LO O L CO) r Q (0 0) N LO E m 3 r o Z z E �— 2 co r_ a E U Q 0 JOB NO: 23-06117 SCALE : AS NOTED SHEET NO. 6.1 TYP. @ F CORNEI s I I I I I I I ENGINEERED NG W NDFPR ESAND FORM AN ROOF 5T2 AND RSH WIND SPEED (ULTIMATE) 140.0 MPH WIND 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. (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:%e" EXP. 1 C%6) or1%2" EXP. 1 (33/1e) TILE: i%32" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)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 2 112" 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 w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 161 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+)— THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 (A) - INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 5'4' ON A HORIZONTAL PROJECTION. 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. FX CO l LEDGER Lam C) YZ :Co D LL LO 0 co LO SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN ELEV-B SCALE: %4"=1'-0" N O, O " "o W '—! c c o =�maNc .,r c u- d -8 3` _aa a az .-. c) ea y;m � so eo C5 fq% w GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS o •i,o o 'o 8F8-1B/1T 8F8-0B/1T FY ` � R•� 1 •�• � �•� ; FORM &GROUT SOLID 8RF6-0B/1T -Lu Lu L o 0 0 0 2 O O O O #5 BAR CONT. 8RF14-16/1T8RF14-0B/1T 81`16-013/11T 81"16-113AT 8F12-1B/1T © oo 8F20-0B/1 T © "V" LINTEL DETAIL SCALE = N.T.S. IIN .0mm MEN M INE al 0 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T U a ib tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT #5REBAR MIN. ATTOP (1) REQ'D 1/211 CLEAR ALTERNATE POWERS STEEL LINTEL d d O #5 REBAR AT TOP =d O a G M.U. w d• d MIN. (1) REQ'D 1-1/2" CLEAR x � Z a d z d a GROUT • d m H C.M.U. 5 REBAR AT • O BOTTOM OF ? w LINTEL CAVITY V 0 -BOTTOM REINFORCING PROVIDED IN O � (U O Z Q ¢ C7 00 Z z �` o w c .. - 7-5/8"ACTUAL LINTEL Q =' b � N #5 REBAR AT BOTTC 8" NOMINAL WIDTH (VARIES) (D Lo M a ✓ AS INDICATED M1. ATERIALS Sintels \-ST 16 GAUGE POWERS = 3500 psi. EEL BOXDLITL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM Cgat a = 3" to psi slump. 4. maximum 3/8" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S, 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION UPLIFT CONNECTOR TYPICAL (SEE PLAN) - HOOK LINTEL REINFORCING INTO SIDE VERTICALS - PROVIDE STD. 900 HOOK W/ MIN. 25" LAP SPLICE ON EA. END - PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR CONT. PRECAST "U" LINTEL FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM GROUT TO BE SIZE & REINFORCEMENT) FLUSH WITH /� STANDARD 90 - TOP OF WALL\ / DEGREE HOOK INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING -TYP. CONT. BOND BEAM 8" x 8" x 16" K.O. LINTEL O BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR 8'-8" LL JL 4.. AM •: ; PROVIDE 3"x3" HOLE " IN BOTTOM OF PRECAST LINTEL TO I; '' EXTEND WALL REINF' THROUGH AS REQ'D. • I REBAR BOTH SIDES ;' ; REBAR BOTH SIDES OF OPENING U.N.O. 12" OR LESS OF OPENING U.N.O.4. •:. �/ .• ' s , • INDICATES r� . 'TT : 1 1 FILLED CELL ' FROM FTG. TO ,. BEAM w/ (1) #5 ,. :• r :• ..: BAR :. :. - W. { • �' .,. •• 811x8"x16" CMU U.N.O. {{ TYP. DOWEL •.1.'" 25" MIN LAP ;f •, .: ;#. .: tit (AC1530) 4. SEE FOUNDATION PLAN FOR - FOOTING REQUIREMENTS SEE FOUNDATION PLAN FOR LOCATION SHEAR FRAME a0 SINGLE OR MULTIPLE WINDOWS SCALE: 1/2" = T-0" REVISION 10-19-16 O 6'-0" LL J 4'-0" LL OMIN. 17'-4" LL O 4'-6" LL J 4'-6" LL O 5'-8" LL LINTEL PLAN SCALE: Y4'=1'-O" C" y u J =Ccmx rn cc c Q m c N Y ca d d m_ r G C' e M•3 m �. cc ai CO T Co CD 0 •a\ �, ,�° ACV Pt To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a �E C> s M 01 0 p m ��' 61 0N O �2 *k LL QjM�t 2SSz J J 5 L w m Li �LL55 , a (' Z_ _ w warn a W L @ O N O ��mo� Of Z m cc, 04 N Z 3 NUM O U v W ❑❑ C7 z N o � o z � N z o - rZ cn/1' N r) z (D `o W w � U m O w o Ly N Jim U I = L ai ai U o N W¢ 401 N4 W M M Z 9 o ' Q E Zo ,M ao Q p V oo z® oa F� nS Ma 00 �Z Z O E L <� ao <= wo �Z W z C/.) ZZ W m0 ZZ Z m =Y Nm �w Z 8Z go W cn a � LL Qo a � F m o� J ch d r zla o 3 �c _ J � Lr; O m 0 co T ^ N o N a c /� U V /1 m -J a - ~ +� LO O LL r' CO O N '0co m LO U-) 0) T_ Q LO r m CEO w LO Z Z E m a E U Q p c JOB NO: 23-06117 SCALE : AS NOTED SHEET NO. 7 v+ 3 J w I m N Cn 0 _n N 0 J 0 I N M cV L0 0 uri i v 0 CL c Q rh 0 i v E 0 O J a c 0 0 J 2 LZ PM O LO 0 0 5 a to 0 u7 LO as 0 0 w x d� m 0 v cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL ( ) G 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 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. 3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGN ED ED AND SEALED BY A 0 N FLA REG. AND HALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND . R PE. S BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2, 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 0F 100 PLF APPLIED V WARD AT THE TOP OF THE GUARDRAIL VERTICALLY DOWNWARD 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1 • REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" Y„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD, 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0,131", 10d = 0.148", 12d = 0.148", 16d = 0,162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7• CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1, FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingq all risers and spray heads shall not be installed wlihm 1'-0" of the building side wall. P Y 9 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and back -fill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC R R318.1.5 - C ncrete over ot� and mortar along the foundation perimeter must be removed be ore extenorPSol�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state:'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = If DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADER BEAMS ETC ARE TO BE YP #2 R BETTER AND OR MI R LAM S, S O C O AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. era !V N ce) �a c co C, cs N C ® ' d E s m 0 [r `�' 3 co wCM e a m w 0 eG�i�p x5 •` �' ' ` r zo 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. IR ft-- N a, W v E Q O N N 0 �,.00 W N y - Lo 0 C/5nn� N aNi 0 Q C u J W co LL LL a- (� w - W Z N Y - U � D . C t N _ z 3 L_ A O 7 @ N _O 1 WCo 0 Z LL M Z Q 0 C14 zO U v chi - W ❑ ❑ UI M �n O o CD N z o� U0 z f n C W o m LU O W o t� LY N f> w E =I U o � Of ¢ tffil N .4 oco w CM9 J N � Z z � w z Eo 00 U 10� zo ca E x= WX o � go 0owm Q Z o Z wZ¢L.p ro z3 m J ya°Z, ¢ <zao �Z 0� go W co wLL � Z � oLL 3 J JY �q � .10 v zl< a 3 0 o d Q Urn m 0 ` L LO t)LO Q $ N �^N V / m +-'O L1 , 4-J ILL LO Y M -0 co CN im LOm C) (0 04 Q LO T E m ` ii LO o Z Z E a E U Q cc o JOB NO: 23-06117 SCALE : AS NOTED SHEET NO. S N _T__n 1 iT - --I I- 'ri , - a • Y THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING - ................I,............... I.i.:.X ...r{,..... . ..... I f. .... . ...........I I... . II:...� .. { .....................I............ .......�..;...I ..I .............. _. X.. ....I It� {II I{I I L.{L.. 16GAx1-1\2" LONG 3/4"-1" CROWN .:........:........ 8'.:.:.:... .L.................... i I'4X I I I.... 16GAx1-1/2" LONG STAPLES @ 6" O.C. VERT BETWEEN i...... (3/4"-1„ STUDS (NOTED THUS:-) - OFFSET CROWN) STAPLES Qa 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF I I HOME H C G GARAGE SIDE O O O 5'-0" Q - cD STUB -OUT FOR 1'-0" o GAS METER O o qC) o • 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. 1 U-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4' (1) SIMPSON HTS20 OR (3)16d TOENAILS * 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 Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _lumber Double 2 x _lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —I FILL CELL STD. 90' HOOK BOND BEAM rn w STD.90° #5 CONT. #5 HOOK BAR B BAR AR #5 CONT. FROM ON TOUR HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max • I 4 max. hdQ� Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit -� 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. required when indicated or 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 Zor--20 details in One 10d box areas=20 of high sinker lateral load. 1 T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 0 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. j, Q�'/ Provide adequate bearing J for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or-7 Web Stiffener Fastener Schedule Joist Bearing Location - Series I Depth I End I Intermediate @ BCI 5000s® 2-8d 2-8d 11-7/8" 2-8d I 3-8d 14" 2-8d 5- d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ 8 " 1 3 6d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION �b beam below Load bearing wall must stack over _ blocking and wall or beam below.* It Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. i-Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — n. 6„ A 12' ROUND HOLE MAY 67=ROUND DO NOT CUT HOLES BE CUT ANYWHERE INLARGER THANTHE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" _._._...... _ . -- --- Any 16 joist- _._ - _.. } 8 �€'LU' V-1„ T 0 V 2" 4'-3' 1'-3" 1"-7" 14 I" 2-4' 2`-9„ 3-7,° 12 1'-U'L-1. 1' 2" 1' 2" 1 3` 1'4r 2'-4" 2'-11" 3 7" 4-2' 4 ' 5-4 16 1 { '1,2"1`-7 Z 3-2 3'-1{T,.4-9i'" 57"`7c" 20 V-61 1' 2" T 2" -Cf" Ya, 4-� 4'-1Cl"' S` 11" 6'-11" 7'-1--24 T-Q" 1' 2 1-3" 2-5 3'-7" 4'-9 5'-1tl'" 7-2" i3 '- 101-91 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN, SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS, 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1)/2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM n SEE PLAN FOR °• a . • '.; . FOUNDATION INFO ° ^ d' STEM FOUNDATION y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount' "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. GRADE i-REINF. SEE PLAN L 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. Tj LOCATION OF SECOND H10A SIMPSON H110(WHEN w/ (18)10d x 1 REQUIRED) NAILS UPLIFT = 1015 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'4" CENTERED @ PIPE PENETRATION t- ° d -1 11=1 11-1 4 -II ,�llllTl� 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a.. - d d `°Illllllil�illl, • —IlIIIII-- SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. —\ CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r-PLUMBIN � PLUMBING LINE LN Z \ • °. • g d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d° d .4 d ° d ° ° SEE FND, PLN. SIZE & REINF, a®, Cz W 0 ....Q o •N -� CV t - E t d:--5 c� ", • 3 m Wd N E S% tZ� �ayy�% -e Q/.ypo LTV-� \� o� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N E 5 c4 Q 0 CO 0 ti N N v � o IS,`) 'W° N 0 0 LL LL M U) u_ w a 0 LL d Y (� Z 0�o Z 2Cv iz = '(6 N M U (D J Q 'coW2� 0 z 0 0 o w Z N Z U 0 H LLW Z U ❑❑❑ W z N M o g z z o M CD � o +-+ to t't5 W 4 LLJ o to c �N v L E — � 8 C3 Mf) Q —® N �� o z w C] J p � z Z Q � Q O40 '0 E �o � °Z c, a `o ' <oz Qo 0Qo� m� zm °� J =m ¢w � 8 3 F zz ao 0< w� LOw WA mi M It r w a0 ~ 3 _C o O L > ON 2 co Ir- .-. o N Ln Q �' 0 U N I o LIB ..� } + O � I\ N � co o -� co O LIi7 CD r �0 M o LO Z Z ECU r E o = JOB NO : 23.06117 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) 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 V 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. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0!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 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER R° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM a ° _ �I I I-III=III=1 p I I—III=L=I I— o D7158_CLLgASS or or ASTM I I=1I 11=I I El I I=� ° FG D3 6 C SS INH, _I I —I I III—� _ — — ACCORDANCE w/ TABLE III { 1=III=1 I=1 1=I 1 I I I=1 I I=I I M I IEEE R905.2.6.1, FLORIDA BUILDING -III III-1—III—III I I (-11 I I i I( 11 11- I CODE 7TH EDITION (2020)III�EI RESIDENTIAL 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: 3/1 S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2xSUB 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 FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN, 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER COTO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 ' I I a NOTE:EXTEND W1AXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 D 6 MIL VAPORI BARRIER , p C III t> r COMP. SOIL.I (COMPACTED T'0 95% MODIFIED PROCTOR III III —III —I I I I I ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. V 4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 1 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS c� � M 1 1=1 -1 fl—III= I , � .�.. -• — - • 4 III SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL- 5/8"OR 1/2" HIGH STRENGTH USS 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 a „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. ABOVE) CONNECTIONS. S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER IR NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE A 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD ) SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATIOSIMPSON SP1 w! (10)10d NAILS NOTED, THIS REFERS 2"°x3/16" PLATE WASHERSTEP, SIZE OF FOUNDATI"' ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T, BOTTOM PLATE REINFORCEMENT AND WI2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10'WEDGE ANCHOR INCLUDE THE WALL@ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-3 1/2" z 31/2"MIN. 11 31/2" MIN. A.F.F. 2 c x4CONI 1_ - °b CD 1'31/2"m- 4" _ I=' 1/2"(min.) 3I - r3l�/2"(min.)- 4" �=I 1 ' 2(mn.)-N°Ocp GARAGE DEPTH VARIES LEII I f-1 11=1 I IT_I-I I �I i' 7Tf, I I 11 I f=1 I I I I-11 I i_TI=1 I I 'r III I l l f I `I I I-1 III —III —III I I —I I f- (2) #5 CONT. 1 �r—i I r—T rr-L (2) #5 CONT. 4' 1-4 8 GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MIN -STEP TYPICAL BEARING WALL STEP SHEARWALL C C(**'CC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 .anus 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING eGs'�\E�s�GU 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C �o \N\M�o s INSULATION PER FBC AND ENERGY/ co�j5\`�� 2x BLOCKING HORIZONTALLY@ 8 C.M.U. FORM SUBMITTED WITH PERMIT �'' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY @ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 1U-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION cv LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 24" 0/C W/ 2"°X 3/16" 10" "J" BOLT @ 5/8"° x METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1!8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN, 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE EMBEDMENT (MIN. SHEAR (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 350O.0, I 3500#, MIN. TENSION 2600#) SPACED E FIBERMESH BAR ¢ BOLTS 6 MAX FROM " 6 x 6 W1.4 x W1.4 N c _ "' 2x P.T. PLATE WEEP SCREED INSTALLED W END OF 2" x PLATE WWF OR FIBERMESH '- E d ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE40 MIN. Fy=40ksi o D , b GRADE `,1— ' D ' °' z #3 & #4 LAP SPLICE a a Z '' Cl) . .b FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy- 60ksi] =�=III III I— la • D b D - I —III —III I I IT 9 ;- - _ _ n r r- ➢ D. < W III —III —III I I I— I f _ I— D• LII ' I I III—III`I11- I -(�-f Tf-� FOOTING MONO SHOWN �JJ = _ — I — I I - w i= L ° _ — 00 6 MIL VAPOR BARRIER —� 11( b D ° I �I I ( �—I I` °° —I I 1=I I I I I. FOR CLARITY I ° #5 REINFORCING BAR R 1 7/8 11= jT I —III—I i I—III—�= r Z —III 11 I-1 I I I_TI= #5 LAP SPLICE I- 1 (2) #5 CONT. I ITI I I, , NOTE: _' _ ( I -�—I— I 1=1 I I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS Hi�*FOR BEARING WALL f COMP. SOIL. (COMPACTED TO =I D _ — 8" 1'-4" 8" W/ UPLIFT ONLY - 95% MODIFIED PROCTOR ASTM I I= I I—�=TI TI =1 1=I 1=1 1=1 I I 10 (�P') - - D1557) T . 11ff�1I Irs I 1E 1 II � 1� —� #5 STD 90 C10K FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION, 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ° ' Zt GRADE Q I = '11 IEil— — I—jIj___I 11= I 1 _ _ =I I I I I = (1) #5 REBAR w/ OFT. = ' 1 I 11=1 I 1=1 11= 11= I I-1I 11= [ 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" c ��l(/r O.H.D. RECESS � �t M r a COO I Jill a — — "I00 =IIII►III�I — I •.a. ' �I I II I lI '•! SEE A/S3 OR J/S6 -I L 1, I I 1 I, � Il LI „ I I, I II 11= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 4" 1'-4" #6 REINFORCING BAR H #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SLAB INFORMATION, 13 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 SEE PLAN r FRAME -DOWN FALSE BEAM w/ (3) I WWF OR FIBERMESH 5 ROOF PLAN S G D U N O P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'4' CONT. BEAD SEALAN —A a 'a ¢ INTERIOR °P -3 1/2" A A CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °° e 00 E _ M 6 MIL VAPOR BARRIER 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN a TOP OF BEAM SEE ROOF PLAN FOR STRUCTURAL (2) HTS20 BEAM SIZE & CONNECTION INFO M = I I I III�. 2x4 #2 SYP P.T. FRAMING w/ _� 11111 111 I I_I'I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. o SCHEDULE OPTION #1 X Q SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. M C E w COLUMN SIZE AND BASE _N� a W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM U SCALE: 3/4"=1'-01, 53 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" q MASONRY WALL AND GARAGE COLUMN TO PORCH SILL 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 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 SIZE VARIES PER PLAN M CONT. BEAD SEALANT ¢ w w/ MIN. (2) #5 VERTICALS oo GRADE L FILLED SOLID (SEE PLAN FOR _i = 6 x 6 W1.4 x W1.4 `I w SIZE AND REINFORCEMENT) LU C7 _ _ • _ WWF OR FIBERMESH �,co BRICK PAVERS or SLAB PER w a w ©o `n = �:I- w U • • • • ' COMMUNITY SPECS ILL v 471) IT. ^FOOTING v BEYOND , .. PAD REINFORCEMENT 3" MIN. CLEARANCE ,..•. :.:. SEE SCHEDULE INTERIORSEE SCHEDULE WALL SLAB STEP • rK TAPERED COLUMN• COLUMN M C%J -O i G c Q C. C l6 U j x d CID o 3, L >s c E C ++, N S 110 aUj To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W �oE 4 8 ,+ V W C: N � .0./� Lo � n a' r1 Q cov 2C " C J 5 u j u_ 3 lu a — a Y m c L M CO o W co Z N N Z Q J LL < zOU 6 W ❑❑ Q Z � m 0 00 z � o Q V) /> , Q) V 0 4--, v lid O Q U LU o N rz y f6 U w U I� z* I U o a� ln0 ° N m o � w m o� z a CM,_oLL E tJ ca �a �S Q� zo OR to �0 jo O E oQ ao �� �z d <o �Z U.3 c dU 4 Imo S< W 0 of <� Z F �z � o� go C/) m O c9� ~ r Y� w C9 r M wF ao C z¢ o� V 0 0 a) >U-) C:) a; E� C0 n3 0 N LO o N 1..1.. J � O L O �1 A CI CN fB m N Lip LO 0 N r Lid r ui ( t ii o Z ra z N Er M U Q ❑ C J JOB NO : 23-06117 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 w I LO M N v cn01 0 Q LO N 0 J CD 0 i N e7 LO LO v O a 0 i v a 0 0 i 0a 0 r") 0 u7 LO 0 0 r17) No LO v 0 0 z w m a (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 WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 54 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP ` PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +*+ , +,! STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE ii !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 JI SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX L/,/ W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KIS4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) �--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 518" 8" 7 518" 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 a n c 4 G G d g STD. 90°HOOK 8- LINTEL BEAM W1(1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W1(1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: lO 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. 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 1/2"X9 1/2" PLYWOOD—\ r W r O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR-----_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR = TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK H e a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BI 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. 96 3/8" 88" 71" 58" 41" 34" 10' 6 3/4" 31/2"- T�7 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 1ARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 11 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN ri­,� S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 FN�NO, ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. 54 SIMPSON SIMPSON /8"x10" "J" BOLT @ 24" O.C, MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (�'P) SEE ELEV. SIMPSON SP2 w! (12)10d NAILS AT EACH STUD SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER 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" 0/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) v O/C FIELD T 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" Q.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 7�\ STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 ��— NAILS TOTAL) EA, SIDE OF AB.,SPLICE STAGGERED �10d @ 8" 0/C ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE 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 C P.T. SEE SECTION J/SS -ATE AND KISS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSOI\ / LLIINTEL ECESSSP4 V SP4 SIMPSON SIMPSON SP4 SP2 .f NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. & NUT OXIED A.T.R. I & NUT DXIED A.T.R. & NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C 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 /� 10d NAILS @ 4 A 10d NAILS @ 6" O.C. /' STAGGERED STAGGERED 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. en CO C2 �' fl- eCn = cowN .+ CLia a - N GCQ co C= Si N Y 3 d CL °> c d CJ e 3 3 L .W u d = E a . c� DNS`"� 0 00 " L� a ;A ti ' �4�SSI0 �\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 0 E. M U V m r S r � LO N N 9) co t — N LL I1� V V N J C J uL Ld JLLLL a- a u — a IL Z r m� �NNrn mN IL ILW co ZQ ZN oZ OU CD Z N M o g <C N z o � d o_ N � M � v a) In C V 0 4-1 (U w O V) r..0 o N v , U o— _E ml. = L zl' U o m • � J-Z W c"J M J 2 ¢ O Z Z Q o wo 00® >ry Q E U Fz oa cu_ ro §0 0. 00 cc E F ozo L O � N 6 az � mo 8 Zg a °a W LL dz N W W C)FL Z M IIIIIIIIIIII' M w zl< a0 3 0 0 O L.L �L0 0 a� m m c� co N o o N IZ °° +-+ 1= LO O ILL N M N m LO O r Q (0 L r w CO T- LO O z z E T N 2 m a E v 0 4i C ¢ o JOB NO : 23-06117 SCALE : AS NOTED SHEET NO. S4 3 J W L1 2 J m N d" 0 7 LID 39 a LO cV J CD 0 I D N LID 0 LO i L v Q 0 H Q D 0 a E 0 s v a) i a E 0 v 0 J ti 0 v 0 0 a D O t2 L Ln ai v a d 0 W m 0 SIMPSON HGAM1( W/ (4)1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (z 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- (2)16d NAILS-- 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) 1F >9" SEE 10/S5 MAX. 9" BACKNAIL wl (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM ' SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO Al RIDGE FASTENED AT @ 8 0 O/C.WEB EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE 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)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •• BLOCKING ' 7/16" OSB SHEATHING END GYPSUM WALLBOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 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" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM / RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1Oil 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 10d & (2)1Oil (NOT REQ'D WHEN / TOE NAILS @ EA. END GABLE IS 4'-1" OR \� 2x FRAME WALL (SEE WALL SHORTER) ,< /Z SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING \\ PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 1-1-1/2"CDX OSB SHEATHING ATTACHED FIRST E ROWS OF TRUSSES FROM EA. \\ NAILS W/ 10d NAILS @ 6" O.C. EDGES \\ • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED \\ (2)16d NAILS \\ \ W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 1 Odx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ 1/2 x8 J BOLT@48 OC @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1 Odx3" @ 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Oil NAILS NOTE: IF EMBEDDED 1 Odx1 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" GABLE WEB SECTION- 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r r X-BRACING, AND TOP f- SEE STRUCTURAL CHORD BLOCKING N F NOTES AND NAILINGAl 4 INFORMATION `° SCHEDULE FOR Ix SHEATHING DETAIL BACKNAIL w/ ill 1/ (2) 16d NAILS WOOD TRUSSES `° - 60 _ 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" z;x-xi RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 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" 0/C FOR THEN(2)16dNAILS J. 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. I 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 f, 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 NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT SEE TYP, WALL SECTION FOR SCALE: 3/4" =1'-0" S5 -UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" SH SCHEDULE XTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 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. ED ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-/ L L BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.0 TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD SIMPSON SP2 w/ (12)10d DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER FASTENED WITH (3) SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 8d @ 6"O/C %nrnnn rnr roo�o 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ Iz z W a BRACING w/ (3)1Oil x 3" AT I = EACH CONN. @ 24" O/C MOISTURE BARRIER DND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0-0" - T-O" T-O" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xi 1/2" SDS uviv . ocr-nuvu - GABLE END BRACING DETAIL SCALE:3/4"=l'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD END JACK 1 V-0" MAX. 9�� W CORNERJACK Y a Q 2 � lY W Z O U HIP FRAMING REFERENCE PLAN wo NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM 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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) 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 N � C" W ® o c ci a o C cc C.3� N —.mac .N y.0 l6 gg • E N � A c = o a tj A. .1111C1411u r, •.. A, ..•. fit! y 8, rt� wit 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 st uctural engineering portions of the drawing pages bearing Engineer's signature and seal. W E Ig0-� G �NO� v 25 Q c is LL J 2 LL It S � W d V Z m o rn L L0 C? �1' 11 E.N W a 0 O (V O W co CP m u Z LO N° � M Z J ar Q Z O U J � O 0 .. W ❑ ❑ MNMI N M 00 W QNN O Q d N M N f2f^, �6 V O w O w o N S v E- .21 _ Elow m I CV m C W M Q Z Z a U_ E a 8 =o Ld1 Ld " >M Zo z@ �_ �E o� mo 00 0< v o <o Z �w o <z Y mg Z � z m Jai wJo ¢w ow Z W m w H a o' W �3 = o J w� 0 ;o IIIIIIIIIIIII� �IQ o3 C O >LO C) ui rn m Co ^, i cLO T ^ CL N °o LO N m +r � LO 0 L - ° T) N N m V! T Q ILO C4 T N +>? CO T o Z Z 7 to E T �' 2 ` cu m a E -o U � Q p c c JOB NO: 23-06117 SCALE : AS NOTED SHEET NO. S5 3 w LO i J M N LO v C 0 Cr LO O i N Ln O L0 i v N i rn yc z a M O i E Fa 0 E 0 _ J i 0 0 U LZ M 0 Lo a a N 0 v 0 z w Q m 0 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 'END SHEATHING TO 1F BEAM OR GIRDER ,TE W/ I O.C. IOR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED u = INSTALLED PER, MANUF. C. SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. -1 1 15/32" OSB LT REI EXPOSURE SHEATHING X PROVIDE BLOCKING AS REQUIRED PER D p SECTION X-X IF NOT FULL Q HEIGHT SHEET C zz G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I —1 _T T 15/32" OSB EXPOSUREF F SHEATHING SHEATHING w SOLID 2x 2 O C I� I BLOCKING @ ALL o C SHEATHING 0 EDGES (SEE II OPENING SECTION X-X d U C x 4 j)fw x E Lu 2x STUDS w BEYOND. � SEE PLAN p II� � zi O I \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AIAI I rl r1iA"^Kl M1Ar%r1AAA 3/8" SPA S 314' 'I 'I SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Yg" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". z (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL u. T @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. I¢ O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. p w/ 8d COMMON NAIL J w LL tw O ~- O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER F > Q O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q rYPOO(n CC-�O co � X @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O O MEMBER IF GABLE END c (w NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" B.U.C. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4#2 ROOF FLASHING AND ROOF FLASHING FOR UNDERLAYMENT NAILS TO STUD & (8)10d x 1 1/2" TO BAND SPF TURNED VERTICALw/7/16" FLITCH PLATE TOw/(2) 12d COMPONENTS TO BE IN ACCORDANCE REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD PROVIDE CONTINUOUS (8)10d NAILS TO TOENAILS EA. END. NAIL FLITCH w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 2nd FLOOR WALL BLOCKING FROM B.U.C. TO MASONRY BELOW STUD PER STRAP PLATE TO VERTICAL w/ (4)8d NAILS 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN 2"x BOT. PLATE W/ (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING ACCORDANCE w/ ASTM D7158-CLASS G or (2)10d @ 6" O.C. FLOOR SYSTEM VFRTI R OCKIN d 12 H, or ASTM D3161-CLASS F, IN .AI ACCORDANCE w/ TABLE R905.2.6.1, SECTION X-X FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST INSULATIO ROOF SHEATHING - SEE NOTES: * USE BAFFLE SCHEDULE - [RSH] - ON FRAMING SHEET FOR *SIMPSON LTP4 w/ LTP4 &EXTEND SIMPSON MSTAM36 ("C WALL SHEATHING INSTALL. INSULATION P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS SHEATHING TO BOTTOM OF RIM &NAILING SCH ED. CHART ON FLOOR @ 24" O.C. S6 PLAN ALUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020 1st FLOOR WALL ---------*, ALL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" ONLY. (6)1/4" x 21/4" TITEN MASONRY WALL BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS TO STUD & (8) 10d x 1 1/2" TO BAND SCREWS TO MANSONRY T� NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" ATTACHED WALL SHEATHING TO JOIST AT EA. STUD WALL PER STRAP `SF�cp �p� O/C WALLS 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY <qN 2-ROWS 12d NAILS DOUBLE 2x S.P.F. TOP PLATE - ATTACH Zx STUDS O.C., 2 ROWS 1x2 NAILER 2ND FLOOR FRAME CONNECTION E CONNECTION W/MSTAM36 LL STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ STAGGERED @ 12" O/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A w PLYWOOD SHEATHING @ WOOD 1 ST FLR. SCALE: N.T.S. S6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 6 JV 2x CRIPPLES @ ;)0: 2"x10" OR GREATER HEADER 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF 16" O.C. W/ (2) 12d SHEATHING JOINT 2KFOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR uJ SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS C 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER (2) 2x HEADER SEE PLAN 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD �+ 4 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d LAYER 1/8" THICK. : w ` 10d NAILS @ • INTERIOR HEADER: COMMON @ 6" O/C EDGES AND 12" O.C. FIELD " = INSULATION PER 8" O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN ONLY 12d TOENAILS (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C DOUBLE 2X • EXTERIOR HEADERS: TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 B R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ TYPICAL (U.N.O.) 12d TOENAILS FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL S6 S6 • OPENING LARGER THAN 4 FT: SPACE INTO APPROX. EQUAL AREAS. SPACER (1) 2x SILL PLATE w/ SIMPSON BLOCKS LS30 w/ (6)10d x 1 1/2" EACH SIDE FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT 2x STUDS TYP. HEADER SUPPORT - PAPER FOR TRUS N0. OF JACKS &STUDS MOISTURE P.T. BOT. PLATE REQ. AT OPENINGS BARRIER d 2x4 RIBBONS pF�TF FLOOR TRUSS / OPENING 2" x 4" WALL 2" x 6" WALL STRAPS 1/2" HIGH SRENGTH OR5/8" JACKS BEAM SIZE A ND STUDS CKS STUDS ED EA ND SIMPSON EA END A GYP. TYPEX@ GARAGE ONLY) W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C STRAP V-4' (1) 2) (1) (2) (1) LSTA30 CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 4'-9' (2) (3) (2) (2) (1) LSTA30 "T" CORNER SEE PLAN FOR REQUIRED 9'-16, (3) 3) (2) (3) 1 (2) LSTA30 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT CONNECTIONS INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED �� TYPICAL T" AND CORNER CHART ON FLOOR PLAN SOLIDW/GROUT LOAD BEARING/EXTERIOR FRAME NOTE: LAP SHEATHING TO BOTTOM OF ARCHITECTURAL DETAILS rN DETAIL FLOOR TRUSS 0 WALL HEADER DETAIL M BAND JOIST TYPICAL FINISH SCALE: N.T.S. S6 SCALE: 1 1/2"=V-0" "6,) S6 (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) LU 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. LU 0- AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONIC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d MUNICIPALITY 4"to 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED r d a' •' .e d da FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN X. .q FLOOR TRUSS —I 1=III—III III d "; —1T °O SEE FRAMING WEEP SCREED 6x6 W1.4xW1.4 I I=�=1=I I d.' I I� III—III=1I I I .°. I I I=I I I=I I I=I a —II- IIIIII-I 11. _ T o z PLAN INSTALLED PER MANUF. WWF OR FIBERMESH III I ---I I I- T 2 i11 I—T III =III —I ( I I �d III II I I- 2"x4"CROSS BRACE 48" @ SIMPSON HETA20 w/ (8)10dx1 1/2" '-1 I �, 1 11 I I -I I m I I=I I III O/C FOR THE 1 ST 2'-0" OF NAILS 24" O.C. INTO TRUSS I 1 @ I I • . ;III I I � III STD. 90°HOOK END WALL W/ (2)10dx3 @ EA. BLOCKING & MIN. 4 EMBEDMENT (3) # 5 REBAR ON 3" CHAIR ,III W/3"MIN. CLEARANCE 4" (SEE 1'-8" DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK TYP 2—STORY WALL SECTION J SEE DETAIL 2/D2 FOR MORE INFORMATION REV.03.16.21 SCALE:3/4"=1'-0" S6 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 0 .� ,II I III=11 I• fTD I I —III —III —III —I o I IT=1 I I ' (3) #5 CONT. ON 3" — 811 11 Qil $11 CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 2x BLOCKING HORIZON T @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3116" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH 1 C • • . � a '; .d n .. a a --1-7 d ' d a III— I I —III I4. . d e a -I I I I I I i 1 1 I I I A. d.. •.•. (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO ,2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C, 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1 Od NAILS AT EA, STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE I-1 co rIrT @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. s 0 W g ram+ CM n � c iv c4 n, C?: =m, as o � z N t yam Y d a7 a� d c CD cc +- 3 .� u m Vf CL.A � o q cs 0 �.,�. •". SE 1 �1 t s FLO r,,o�0 � u S 10 � 11N/11,11r1I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 0 E S o N C N ~ 0 Co0 N 0) U) m v 2 L` N 5 J Q LL 5: 1 W 0 t9 J _ _ w Z — IS d Y m C o z EI t m� 0�. 3� 0 W�pj6' m w J i� (N) Z Q In N LLW O U Z O U El 1:1 N p o � QNQ O Q J — N z Cz Q) •�` • 4--J Cn tV W ca U — � 0 W o 0v N F'6 D= J EEwinW U S t v Flo U o U) � ® N 14 I01 ti J� w J o� z > tl wo >o C O r� oa o �� x Ira �_ � wo wz cn ¢o 0 mo, Z m W UZ � S <. ¢ w zZ 5 c`o'n �i z mw W 8-E o Z F r° M w< ' d 2- 8.°U3 s� a 0 _ >L6 0 0 0 LO LO � Q CV o Cr v 0 N o m O Ln 0 tL LO M 004 O cc co Lid Ln '0N T L0 �T E (fl ` L0Z o z ti E T— U) E cc a E U Q p c JOB NO: 23-06117 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 J w i LO m LO c 0 a N 0 0 i N N LO 0 LO i d D- 0 i Q O a H a 0 c i Cl- E 0 v 0 W tZ MM N 0 0 0 a N O lL U0 v 0 0 W Q m v A i ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER 2x4 BEHIND RISER ' BLOCKING FOR / �1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD / STOP / / 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / SYP CUT TO FIT r 4RS IN WALL 2x12 SYP I I I BEARS IN WALL ✓ x4 BLOCKING FOR 2x12 C 2x4 PT UNDER 2x12 2x6 SYP / \ \ PROVIDE MOISTURE / PROTECTION / 2x4 SYP BLOCKING / ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X / \ FOR STRAP \ / 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ 2q" TAPCONS @ MAX. 32" O.C. / AND NAILED TO FLOOR WITH GLUE \ (14) 10d x 1 1/2" ATTACH ALL COMPONENTS \ 1x4 GLUED AND / AT STRINGER CONTACT POINTS \ NAILS) OF STAIR TO CONC. W/1' X NAILED TO STRINGER / 2 4' TAPCONS @MAX. 32" O.C. \ (I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER ___[ / 6", 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP / MUST NOT TOUCH STRINGERS I E2x4 BLOCKING FOR 2x12 SIMPSON A35 I2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER\ (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH (114)4)10d x 1 1/Z" GLUE - STRINGER CONTACT POINTS NAILS) SCALE: 2" = 1'-0" VVr�L-I- \ NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLU, NAILED MATCH NOS OTHER 1 6'0 2X4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 12x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS � 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED a' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK \-2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DRAFTS P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER �. ,�OR DRYWALL SPACING H SE SECTION VIEW "E" SCALE: 1" = 1'-0" CTION VIEW SCALE:" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 J DRYWALL STOP / \ NOT SHOWN / G.1 TOP OF STRINGER STRINGER- SECTION VIEW licit SCALE: 1" = 1'-0" FLOOR TRUSS OR / GIRDER, FIELD VERIFY �j OPTION: 2X4 CUT ON L (2) LAYER 2" EDGE GOLD OSB OR PLYWOOD BEVEL GLUED AND OR 1 a"X16" LVL NAILED TO SUPPORT ATTACHED W/ 12d NAILS W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: 2" = 1'-0" CONN. TO BOTT OF NEWEL POST PER CONTRACT F1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. :L POST LET INTO !LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS. (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X BLOCKING--\ I I I PSON MTS12 w/ 10d x 1 1/2i1NAILS D OR 2X BLOC NG 3 D RIS* / VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" ers c 0 7 W CL. o m"f = a co >C LA- ca- _ N Cp CO a- N 2)O cc -. Q..'� N G7 > o Q C, u • ca d � A T 7 A O- o v 66dd s��i� "N'1' 9 , °✓ zz r Oz �z .� :� y ,�OSal0,"y�,�.�\` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a d E 0 o M V G (8yy�L 0 )_o m Lo CO N W YI � � CO F-~ J N M �, z 't s J C -� 52 LL W LL �Q Y Z _j - — W @C n W o o = �NcO v in�C� m W Z LLW N ccoo z Q J J a 0 do U 0 pp N C7 o� � N z o � Wul) a M LL � w U 2 O,�,o V) N �M Of CO Oft U6 i.1.1 J as F c _ r I V� T w a Ci 3 c U3 � 0 �Q m N o J w M O Z Q L (O E O Za- ¢ N 4 E wz oa ►`° M 20 oo o E era � ¢ZwZ E 0< N L wg rr� co c ¢ Z 0= ° O o, a=i J '.0aW ¢^ o o gz W C6 T � o LLa �� row =k yLL z =3 o w< L �O olir o ZQ U� c O 0 0 Z i Q It m rn m m c� co LO ^ Q N Cr Y o O N (n U N fl] +� /� L J 4 L NU -� co N °0 C� LO O LO r< 30) r LO 7 r* Z Co Z r Ecc m) y m c d E U Q p � JOB NO: 23-06117 SCALE : AS NOTED SHEEP NO. ST O 3 J w LO LO .2 CD 0 J 4 .a Q LO cV J CD O i N Ln Ln i 2 A 3 a N 0 0 0- FT E 0 0 J CL tZ M 0 LO ai 0 6 N 0 Lo 0 tj Z W m v cn 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P T TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN APPROVAL FOR CONN. 1x4 P.T. „ „ {� 1x4 FURRING 3/16 0 X 3 LONG L_ FURRING 2 ROWS 3/16" x 3-1/2" 3-1/4" LONG X 3/16">?� FURRING TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON, INTO STAGGERED @ 16" BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ MIN. 1X8 O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON 16" 1x4 P.T. @ TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH 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 O., n�Tn II O d /A11 n�TA II STAGGERED @ 12" O.C. 1-1 /A" nI=TAII BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 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) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA B BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OS INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG, BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK- — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW�� ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX Ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK r� NITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) iF Z-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END --------- LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7116" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K SCALE: N.T.S. SS - SECTION A -A 8" 1/4" x 31/4" TAPCONS ----LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 121 NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAx.B #5 REB, (TYP,) STD. 90' FILL SOLID HOOK C BOTH CELLS 0, 71 - fl _L NOTCH WEB AT ±5^ FIRST 2 COURSI ...... ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" 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 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 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 I 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 MAYBE 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. 4'-0" MAX SEE PLAN 2X4 SYP #Z 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 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i i `— FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S o UNACCEPTABLE INSTALLTION e, DO NOT DO THIS 0 41111, FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN nrr �r�rr a nri r'n, BRG WALL TYPE —�-- PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) #5 REBAR (TYP,) 40 40 STD. 90° HOOK (TYP.) 0 SCALE: N.T.S. ALUM DRIP EDGE 2x SUB FASCIA L CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0,300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. IF] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT S FO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS >V-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 i *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* —_ �� H W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6'-0" t. D , I_ -III-III-ITI11 TTf T — � T f^IT_f-I -III- • GRADEI—Tif- _ n C"! P Z_ r •P e' NIS P (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORK WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" 2x + �' CFNGTy + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT CENTER SOFFIT JPRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF .HFFT f12 ANTI SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP SCALE::,,, NOTCH *JB @ FIRST COURSE ®� 40#® 0 Q 2 U_ O w U 2"x BOT. PLATE W/ (2)10d @ 6' O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 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 HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS - INTO BAND JOIST & (4) 1/4' 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 17) L FILL 1st 4 COURSES SOLID WlGROUT a d: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' ° ;•'' OVERHAN •� �: d a RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-01' 51-011 ° 4 I> #5 BAR X 4 CENTERED W/ g ' 4 IN TOP o 4 KNOCKOUT / N .1 CHAIR BLOCK MONOFOOTING - G -1 SIZE AND REINF. PER PLAN - AND SECTION DETAILS CLEAN FILL-j DIRT ? z g °,• ° STANDARD o 1!99 HOOK N #5 BAR IN r FILLED CELL, , s° STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO g EXISTING FOOTING (2) #5x6' IN CONC. cn 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. C" o i a e- o •� E t c 1= " '3 R a� 00 n. 0 ao��! U C' C e 9 lU ,•,• ., � Im t0 •ti .• ,ti e SSICS'I�����, p�'� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a �8 0 ♦� N So W r 0 M 05 ° J NN m�2w S J w a � w - o a-4 103 Z �acO z� .- =N (D W co m w Z co z I LL (VJ O U U 0 Z W 130 � N M co N z o � -� Q o N OWAO = 0 l ' LL TC. f0 w � U Oul �( U) U !— — E LUas C zIA..•.. s 8 Elk U a y • tv12 Q Y o J� w vo o� z 2 L1_ E o- p EU o� w? z® oa r6 g 00 o E C0 o¢ H az g <ow2 wz �H �� �� C zma <°z 2 z m J U m ¢ Q w 2 z ao C� " oa �w W m Jo Md ola ;o 3 a O = E2O Ln a� ra c� L M T N .-. o 0 N U W O Li) 0 C)U')-� N O U')m CD LO r < r LO iri LO Z tEa z E r coM m @ 11 E -a U J Q ❑ _ —r JOB NO : 23-06117 SCALE : AS NOTED SHEET NO. SS I I I I I I CROSS BRACING DETAIL (TYP.) 1 SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 1 A '----/--WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN °-=� SLAB 1 1/2" -,E n � ," to 1-11 (2) #5's CONT. T&B w/ 4„ #3 STIRRUPS AT 4'-0" TWHEN DEPTH EXCEEDS 30" - GRADE _ � - = z N — 1'-4" PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED —W/ (1) #5 EACH STEP 2" LU 411 z • Q- PORCH SLAB SEE a N FOUNDATION PLAN w X tw 2 z (2) #5's CONT. T&B � LU W/ #3 STIRRUPS AT I N z_ 4'-0" WHEN DEPTH - r EXCEEDS 30° <. LOWER OR GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN 1� SCALE: N.T.S. SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 11/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" PORCH SLAB SEE -- WHEN DEPTH A O S FOUNDATION PLAN EXCEEDS 30" ---- GRADE c 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY t I INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES W/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. I r 7- II 1 II I 1 i 1 I I I I COURSE FOR BASE SIZE (3) #5's EA. WAY 1 �-', ,�_ ,� r • �—�� •. a o0 PORCH SLAB SEE SLAB LEVEL FOUNDATION PLAN 2 - 7777_ TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" #3 STIRRUPS AT 4' 0/ CONTRACTOR TO INSTALLz SEE CUT ( • T MIN 3" x 3" WEEP HOLE SECTION FOR MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 10d NAILS _ SIMPSON HUC410 ^ — SEE PLAN CENTERED AT w/ (14) FOR CANT. SPLIT TO TIE I 16d INTO HEADER & (6) BEAMS TOGETHER 10d INTO BEAM - SEE ROOF PLAN FOR MORE I I INFO NN I I SEE FLOOR PLAN FOR I —I COLUMN SIZE & BASE 1 — 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE _ _ _ _ __ INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN OR ONLY WHEN COLUMN SIZE & BASE OPTION A INDIC OPTION B CONNECTION I NFO OPTION C SCHEDULDE/PON LANM EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: N.T.S. COMMON BM.. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR TOP OF BEAM _J SEE PLAN FOR CANT. IF INDICATED CORNER N `+�—SEE FOUNDATION PLAN FOR MORE INFO 5" X� COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. ju MIDDLE BM. SPLICE OVER CENTER OF POST STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE WOOD WALL OR TRUSS. ---2X4 CONT. W/ (2) SEE PLAN 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/1312 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" Y2" CDX PLYWOOD OR %6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V8" EPDXY ANCHOR OR J-BOLT OR Y2 D TITEN H 2„ ANCHOR @ 24" O.C. W/ 47 MIN. 6" EMBEDMENT A ° ° < ° pO ° ° ° MAIN HOUSE °° ° SLAB °40. _ ° (2) #5's CONT. T&B ° ° w/ #3 STIRRUPS AT a ° 4'-0" WHEN DEPTH EXCEEDS 30" S ° 64 1'-4" SECTION @ GARAGE MONO 21 SCALE: N.T.S. N --- O N'r C" c 0 Cz -a as 43 W d E d 0-5Q � 3 � 5: y , c ca �..� E T. �A Y8�1811C� �fA. e "s V)V N M CNJ 0� m FLO °o. S S I o\�\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as W v E 0 4 0 co 8 I, Ch 0 V N r 0 W ��o, � rn'-0- 0 �Mv 3 � w 4 =— w o ��u 0 a Z — q Y � C.9z za za 0 N 5 1�0�YC 0 W N�pj°' m w Z ,� N Z d IL5 Z N OO < 0 W 0 z N M og Z W N z fz N M Z aCz �-1 W D O w o - V I v W J F— — w Q N44 o W M � O¢ z Z Q _1 LL Q o Z� Q N N U oa t— ro 2g 00 E3 < O� fO Qo �Z �w 30 Y 0 , ° z > a OD J ho Q� >z �Z 8 00 o1 az o IM � Qo �w =t aQ ;o mio M rlw 0< a0 M C O 0 i O _J 6 'Cr m m M 0 N �•• ,�( o U J N 0° a41 Ln O Y J CO M N {� Ln r Q rn LO r 1 7 LO 0 Z f0 z N) E r 2 m N0 EL E 0 -6 N 0 -1 ¢ o JOB NO: 23-06117 SCALE: AS NOTED SHEET NO. D 1 i ------------------------------ (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTEREC ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 1 Od NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE DS--� SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 1 Od NAILS 2- 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A T TOP PLATES LENGTH ON STUDS W/ (11) 1Od NAILS TO STUDS ABOVE & (11) 1Od NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 1Od NAILS (2) 2x HEADER G SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF o AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C 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 WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS e 2 2 x 4 #2 SPF STUDS B G INTERIOR HEADER O O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE 4,P BAS PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 112" EACH SIDE 6,�E SEE FOUND. PLAN FOR FTG. REQ. O 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 r5 ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 1Od 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) 1 Od 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) 1Od 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) 1 Od NAILS END OF OPENING CENTERED NAILED TO STUD PACK j ` FLOOR DECK W/ 1Od NAILS @ 8"o.c. =` FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM 9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP L I r,,,� ° r GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL OA BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 1 Od 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN 3 2x #2 SPF STUDS O @ 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. 1 Od x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 1 Od TOENAILS AT EACH END OF �. SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 1Od NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL --------_NAILING SCHEDULE FLOOR TRUSS/ WOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 1 Od NAILS & (4) 1/4"x2 1/4" 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 1 Od 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 A. EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 1Od 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) 1Od x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 1Od NAILS & (4) 1/4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] �10 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) 1Od 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. E PLAN FOR CONN. SEE PLAN FORNAILING COL. SIZE AREA (TYP.) ��(2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ ,. MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. aC� GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ ° 3" O/C A<xTFN PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 1 Od 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. 3 TOP SPLICE JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 1Od 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) 1Od 1Od x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 1Od NAILED TO STUD TO STUDS ABOVE PLATE PACK w/1 Od 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 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE' HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT% I I I DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B \ (2) 2 x #2 I SYP U.N.O. 2xCONT. T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 1 Od x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 1 Od (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 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) .VA 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. P ers ;N C2 _ m -o �7 N.W o C 10 f�7 N m h IQ O i N, C'V cc w N Y d d�=a a � cc CD 01 N a� =E v x�gR0 �l ��iM � a\yN �.•'�• ••S •• • E _ g- 0�•. to F IL 6 S S 10 �� ��iay� 1� 111111111111 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W �E 0 0, 0)6 n o m - ti � 5LO U) L � LL iIi M V C J LL W Q J L- .w J lJ.. SS9 p. V w a 4 y1 o O 5 N F O Y °' W 05 °P m w J Z N Cl) Z ILW Z OU W El CD r N (h o� � N z o —o M V) T LL W � U O W o � � w c� LC1 J t <oN o co Jz z M J N< p 4 � Q E Q o w� O Zo ¢ N Z® —E �0 00 h o O N ¢z ¢ o W= L ¢o 2U W0 o ZF m a Zz�Z °g gW C/D 5 arc Lo o w¢ ' ;o 0 IIIIII� M d H zla °3 �O C = �C:) J L6 OE LO ^ N o LO Cr Y 0 N In +-+ O LO _ LL Ie LO U O 04 LN o LO r Q (0 04 r E 7 11.0 o Z (6 ZE7—m M c - Jn U Q ca C J JOB NO: 23-06117 SCALE : AS NOTED SHEET NO. D2 3 L0 I uc4 i m LO �2 2 v 7 V) Q LO cV J 0 I N N 0 LO 0 0 v Cn a 2i i 0 0 tv 0 v i 0 0 U J M 0 LO 15 d N 0 LO 0 _ Ly 0 w M m 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 p' MASONRY WINDOW BUCK s 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6 TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 0605 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISTIVE BARRIER WEATHER ✓E BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN, WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIC 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 a e DO NOT FLASH OVER BOTTOM NAILING FLANGE J 1 - SELF -ADHERED FLASHING NAILING FLANGE 1 2 8 SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED - SELF -ADHERED FLASHING FLASHING O 2 SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN 1'-0" PER PLAN 0 SHOWER SEAT a WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHI SEAL TOPS OF JOIS . UNDER DECKING (SEE DETAIL WP07) SELF-ADHER J a � a SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER g g a � 0- 0- = W U W W LLI a � W m O U) WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID 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 WEATHERHL 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 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 RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 Q 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. 11 SELF -ADHERED FLASHING 1tc EMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER AMequal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Ground 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 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. law 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. 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 PLASTER STOP r CONTINUOUS BACKER - ROD & SEALANT A d FOUNDATION WEEP SCREED II STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR II BARRIER 3-1/2" INCH FLANGE �I {� THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF DRAINAGE PLANE WRB OND BREAK WRB F 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 ASTM C1063 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 � T W 9 i w O U; CLQ-o C.3 x .r = LA_ 0- Cc O i N N O 40 Q Y =N +m d 'E L 'N N c® Cc 0 si. M N 0 N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W a 0 E 01 om� 0 .5-ED V) D r- 0 HMV q* LL a N S J =� 25 y Jtie � a Z - o a Z � 'co O W fi) m Z w 00NZ a r � N H U o O Z c¢i V M � z N O O O z N z o Q J N M C9 0 ,y m •�° U OL.Uo. U 1U J , r- - EMIN U o N DJ 0 N � o W C'M") J O 1 it Z Z CC (, E Lu� W O a 0 E: (J w z " ❑ a 20 "za o ZQz o �WZ ZU�l cn mn 3Q 1 �0 �C Z m ¢W W 3 ¢� a g o U. ^� LL az W W m < � Fk MJ o wa �o =1Q C) O �� O a) N LJ- > LO C] d' 6 m 2 co 0 N o U') Q CV 0- 0 J ,, CN f L0 I- O LL 0co N -0 CO O LO m O U') � T LO T E w -E � ( o Z z E T i6 LO a)m` r= @ E U 0 -a (D a O JOB NO : 23-06117 SCALE : AS NOTED SHEET NO. WP1 Mounting &rackets (10 Gau4gei a V2' x 26.1 t2' X 2-12- See Anchor SOedule Salts 112•r Dia, A325 Gale. ITyp.) 0 IT a + 4k14 5r„ If-iXillirtrt} SCJ`06d A/C Unit iicltturn Edge liurfing Strap (Typir._a IT 3 in front) Front Cress Support (May tam cut tow) Left Brackett 6 Gauge) #74Sellf-Dri9tnjScrf;w. rhruSlal<kKt BatkCross Support Into A/C knit Bottom Side (Typical:3 each tide for hurricane use) Waash rs f Soli- irking Hine Sack Cross Support (May be cult to W) 1 iu'ic ptaullau- unsteluiuu. err iu4n-eixsi s. dr -1, fir )lug �litre cdRlised S al Drawing avaii.bie neon to ii aLws (drfdieoa4ila.,w& aP*1 araC t(_6Gauge) Florida Department of Business & Professional Regulation Page i art Building Codes and Standards i 1&izo2i Product Approval Application Detail K ;vp I ,y ,ati *( ;. ", ,:.. :. 1 >�y, i'kwr ,x ii ''�A.d`k4k �Lh„ fi+4,rz�- Y 3'>,F. i.. r,,n, .:G4 a,, ,.N, �',r�, .:. y� � ...:,' rc�:' 'w„t "',-y,. L}• .<rµ'.a m k . 1-- ..�fi.'hq .r,�*� ._ i w. �� 4 �,�a4't�,. �i : ^a, f n .frskr:,.,, 2 f M� _ -- � ^) _ -.. .. ,.. 'F. f :ki.Y-.sf-,`-, �. ,Rr .. v. �. a:.. § h h k ...:. •r, t. .. .-..�. 1`.. i''S fs.. ,m f:.:.mr F. •o, ,-... ^t ;: ^'"..L�^Sr. .: :.,t. .r''. -- "s . N' -kit - Code Entity or Date Data Date Paulding D490 TVD9 Version Manufacturer Contact Endlnesre, Llceltae Validated ev YV.P i{lated separated WApproval Approve Status Affirmation 2020 Sm rt Vent Products, Micheal Grehem Hermas F, Noiero. P.E. Lock. Bb,ydan P.E. 167Z 2M612020 12J1020 1228/2020 Approved Components (677) 441-0368 PE 73776 (334) 30D-1800 Subleategory: Products Introduced as a Resun of Infoesmartvent.co n New Technology Compliance Method Evaluation Report from e Florida Registered Architect are Licensed Florida Professional Engineer FIA5g22d18Praducts `. Quality Assurance Apill for Use Approved for Use Impact Design a-o# Product Mgpel. Nrunher.r Name Product Dascrrailim Cgnrract Exoira[Ion Dale In HVHL Orside HVHZ flgelgt-1, PrAZSure 1 SmadVent Mode=#1540.510 Dual Function FloodandWntuatI.V.I, 12131f2023 Yes Yes N/A .100F 100 2 SmartVenl Mods 1#154MII Duel Function Flood sad VtoH.UdnVent 121311202E Yes Yes NIA .lWl0o 3 SmartVenl Mode Ill Insulated Flood Vent 12131J2023 Yes Yes NIA •100F100 4 Sm.'Vent Model #154&52l nsu541-520 Ilated Flood Vent 12!3112023 Yes Yes NIA .10DA 100 5 SmanVem Model41540.524 16&quar;Garage Door Rood Vent 1MI12023 Yes Yes N1A NIA 6 SmartVent Mod.]#1540570 Wood Wall In sulated Flood; Vent 12131f2023 Yea. Yes NIA +1006100 .I SmanVenl:Model #154q-574 14.5&qud: Garage Door Flood Vent 1213112023 Yes Yes NIA ht/A Florida Department of Business & Professional Regulation Page af1 Building Codes and Standards tn4rm21 Product Approval Application Detail -. Code Lie D>1 Data Date Perrdit Date: TL Version Manufadwos, co tract Enrrinaer&lJcarrse Validated av Validated Submitted FBCAwroyal Amon, Status Revision 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Priest Locke Bovden P.E. 08/10/2020 0=912020 084202020 10/132020 Approved Category: Roofing (50711303-1511 PE-74021 (3341300-1 a00 Subcategory: Metal Roofing Ishumete,edlexmet.con, Complaints Method: Evaluation Report from a Florida Registered Architect or a Licensed FlOrtda Professional Engineer FL#17j=-Ra Products Quality Assurance Approved for Use Approved for Use Impact pastas Sao # Protluci Mosel Number or Name 1.19. Product Description Contract ExbJrarlou Date In Outside HVHZResistant pressure 1 Orexa Roofing Systems DMC 1aONS1 DMC 1508S, DMC 175a DMC 2005: 12131 t?025 Yes No NIA +0r-la0 DMCSV Flodda Department of Business & Professional Regulation Page 2 or4 Building Codes and Standards 3 s m23 Product Approval Application Detail f.,».€:x'>,. 9999,a - ?: .,.,� ..�._ -., ., >.:`-T'^x._+, ._� .•F.�...�r:.�u'. in, o- ..-4.�.-s. ,.I .'?2T.:-g_`r;L'%�.2a1 _:, Code Ent or 29-e Dele'. Date Pending Date TV. - Version Manufadynar Contact Enoinaer& Linansi Vaildatad Bw Validated SuamRfetl FBC Aooraval Aoomwd Status R-isron 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt. P.E. Ryon J. KJng, P.E. D4115n021 12/3112020. a4fz212021 D6108r2021 Approved ors Category: Exterior Do (800)843-7628 PE-43409 t813)767-3555 SubCateglOry: Swmgbg Etterlor Door Assemblies slaaperson@thermanU.c Compliance Method: Evaluallgn Repot from a. om Florida Registered Arch tecl qr a Licensed Florida Professional Engineer FL0204611-RS Products Quality Assurance Aowovedfor Use Apaovad for Use Imoact Design Sea # RoduM Model. Number ar Name Product DescrroUan Canbact Exo ration Dane in HVHZ Outade HVHZ Resistant L 1 e. Thertna-Tru Flier -classic end Smooth -Star Nominal 08S39:8 &quot lmpact8quat: Opaque 12t312028 No Yea Yes WA Composite Edge. Fiberglass Single Door tnswingtOutswing: X wnfrguratiom 2 In. Thennr-Tru Fber-Clesslcand.S-th-aer Naninel 6&#W;8&quttlmpacl8,gtro[; Ope qua 12t312028 No Yes Yes WA Cornposite Edgefbergiess Single [I-*dh Sidelltas) (Jrswingio-t-mg: XO. OX or OXO conmguratims) 3 c.Therma-Tru Rber-Classic and SmDoth-Star Noninal6&#39:88quotlmpad&duet; Opaque 12/31/2026 No Yes Yes WA Composite Edge Fbergless Double Doorwall or wlthrut Sldelites(InssAng'Outs ing;.XX. or OXXO ccnflguratiots) 4 g. Tharma-Tru Fib- Classic and Smaotn-Slar Nominal 8&#39 0 &g ol,impectliquotl Opaque 12131/2026 No Yes Yes N/A.. Composite Edge Fiberglass Single Door (I N,•Ing7Outs I g; X:configurahoW 5 a-Themna-Tru Fiber-Classihand Srn.th-star Nominal 8&#390dquDl;lmpad&mot: Opaque 12r31/2028 No yes Yes NIA Composite Edge Fiberglass: single➢oorwith S•delitets) iln wI g/0utwog XO OXor OXO confgurallon i 6 LTherme-Tru Flair -Classic and Smooth -Star Nomine188#390&q ol:Impact8:quot Opaque 12t312026 No Yes Yes NIA Conposite Edge Fiberglass Double Door with or coat out Sldalites (Inswing/Outsw(ng: XX a OXXD configurational, .I a. Thertms-Tru Fiber -Classic and Smoohaar Nominal 6&#39:8 &qud;mpad&quot Glazad 12131f2026 old Yes Yes NIA Compodts Edge Fiberglass Singe poor (Insw•ing/Outs •ing; X emAgurallon) a In. Therma-Tru Flher-Classic and SrtimthStar Nominal 6&#39;8&gad:mpactWot Glazed 12/312026 No Yes Y.e NJA Composila Edge Fberglass Slagle Doorwith 81de1ee(s) (lnsdingtOutsvft: XO. OX w OXO eonfigurelion r 9 I, Therma-Tin Fiber -Classic and Smooth -Star NmUnei 68#39:8 &quce;bnpsct&quot; Clued 1213V2026 No Yes Yes N/A Composite Edge Fiberglass Double o Dom rg with out Slo Wtes I ewln lOutsmn XX orOXXO (n g 9 conigiuralions) 10 j. Thermo-Tru Fiber -Classic and 5mcoth-Star Nominal 8&439 0 &quot;imp.d&quot, Glazed 1213IJ2026 No Yes Yes WA Compcith, Edge Fiberglass Single Door (InsNingfOUts04ng, X Can1guration) 11 k.:Therma-Tru Flber-Classic and Smooth -Star Naninel6&#3908quotampact&quot Glazed 12/3112026 H. Yea Yea NIA Composite Edge Fiberglass Single Door.1th Sid Ili ils)(ins groutswJhg XO, OX or OXO configuratlonsl 12 LTW--Tru Flber-Clesslc and 5mooth-St. Nominal 88#39,0&qud,lmpad&quot Glazed lZ01!2026 No Yes Yes WA Canposite Edge FrhereassDouble Do-ith or tt,uh out edelltes (Inswng/0utannng: XXa OXXO configurations) 13 m.Therma-Tru nher-Classic and Smotl.-Star NCMneIfiB#3988 o'Im cf& of Glazed . � qu 1213112026 No Yes Yes WA Molded an COM e e RDer ss Ski g Op post. F-d9 Ma le Dror(Inswng/Oul ng;Xconfiguredon) 14 n. Thecmz-Tin Flier -Classic and Smooth -Star Nordnal 8&#39 8 &gpM;lmp.d&quot Glazed 1=112026 No Yes Yas NIA Wood Open Composite Fogs Rharglaa, Single Door with Glared Molded Open Sidelders) (msxingloutswirrg; XO, OX m OX0 configurations) 15 o. Theme-Tru Flber-CMssie and Smooth -Sloan Nominal 8 &q a[ Impad&rgiot Glazed 1 026 213112 No Yes Yes N/ A Molded Open C p sit, Edge Fb gl a Double Door with or d Nvthout GI -ad Ma Open Sideltes (Inswing1OUtsw Ing: XX a =0 configurations) 16 p. Thelma-Tber- ru FiClassic add Smwth.5tar Nominal 69*39 6 &quot;lmpecr$quot. Opaque 121J112026 No Yes Yes NIA., Composite Edge Flbergless:S Na Ooorwith Molded Open Sid, ita(s) llnswingrbutavnngl XO, OX or OXO rongguralrans) 17 . Tha a-Tru Fiber CAusic:and Smooth -Star q rig Nominal BB#39,88Wot;9mPaaiBquot, OPaque 1 026 12r312 No Y yes Y s a MIA Compoeite Edge Flberglass Double Doawlth or !Ith out Glazed Molded Open Sldeltag (Inse9ngloutewing, XX or =0 Configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applkation Detail Page 1 f1 1Ya12921 Code rl or Data -Date Date Pand1ng Dalo TV-- Varsion Manufacturer Contact Errmneer&License validated By Velid,ledd .Submitted Fee Acci Agar -al -tSax- R.A.I.n 2020 POTlndustrice Jens Rosowskl Miami -Dade aCCO-CIER Mlaml-Dade SCCO-VAL 11111112020 lo262020 112412020 Approved Category: exterior ocara (041) 486-0100 (7861 30-2500 Subcategory: Sliding Exterior Door Assemblles irosowskirilpgtlndustdes.c Cgmplenoa Method! . Caitlhcoti- Wrk a, Listing am FL#251-R33 Products •. - Quality Assurance. APP-thl for Use Aaamyed for Use WIRM2 Desinn Sag tF Product Modal, NUMbara Name Product Dascdotlon Contract Rxp Icai Data In HVHZ pulslde HVHZ Resistant Pressure 9 5 3_ 70 (L.rge M.a. Impad, Vinyl Slldiog Glass Do. 04/14f2G21 Yes Yes Yes NIA March 6, 2023 PRODUCT AP"PiROVAL SPECIFICATION SHEET(.2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72r please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project tar which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. ©ate 1. EXTERIOR DOORS ITherm IFL20461.1 112/31/2026 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psi ThemnarTru Fiber -Classic and Smooth -Stag (IMPACT) FL20468 +67.0/-67 0 psf 12/3112026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01- 0.0 psf 12/31/20 6 B. SLIDING MI Windows and Doors Series 420 FL15332,1 - FL15332.5 +40,0f40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38, 7/-38.7 psf 4/ 14/2026 Della Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 800018100/8200 #1105 (8X7) FL8248.3 +31.01-35,0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248,10 +30.0/-33.5 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34..41-38,3 psf 12/31/202 D. METAL LOUVERED DRS Curries Division of AADG1 Inc 607r707a727,7471and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2e WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-60.0 psi' 10i812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.01-35.0 psf 6117/2027 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 2/16/2024 Pella Corporation � Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 41312023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psi 7115/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SiDING James Hardie Building Prod, Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Sofa FL16544 R5 +54.2/-54,2 psf 713012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124,1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Undedayment FL12328 NIA 6/2912023 PIY9 lass USA, Inc. (for Tile Roof) POLYSiiCK TJ MAX FL5259 NIA 12/23/2023 C, ROOFING FASTENERS NOT USED D, ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918,1 - FL16918A NA 9/9/2026 Florida Metal Products, Inc Bent RV10 FL21580,3 NIA 12/31/2024 Lvmanco, Inc DA-4 Exahust Vent FL17202,1 +97..51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S1 DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076a1 - FL15076.2 NIA 12/31/2023 All American Shutters St Glass Galvanized Steel Storm Panels FL17869,.1 NIA 12/31/2023 6e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strang -Tie see chart B. TRUSS PLATES ITW Building Components AI���,rspine Truss Plates 1- FL1999A - FL1999,4 N/A 1:2/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSLf LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength (Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 d low id no demonstrate product a roved at plan review. I understand that at the time of inspection of these products, the followi information must be The redacts listed be d t ra p p pp P p P 1 available to the inspector on the jobsite 1) copy of the product approval, 2) N N Florida Department of Business& Professional Regulation Fag.1 Of C Building Codes and Standards 125022 JD Product Approval Application Detail 0 -4--a _: .:. :� tY'T: fir, s+,�.�=`.v4° xr.;-, yx ,vT.- :.s..� ~a :.,r r a-�b"("•-.:;��, `fit..; %�. r. .r�. r ; i:i'�ya,�P� ,R"?' ti.a:..". '�^.;y `t 't` c,L Cod tEnity or .Ri€ P CU '0 o- Twe Version Manufacturer Contact Endineet &License Valitlatetl By Validghetl 3ubmittetl FBC Amroval s /1 �r ` Revision 2020 Tharma-Tru Corporation Steve Jasperson LyndonF. Schmidt, P:E Ryan J. King, P.E. 0712312020 U7M 212020 07J29/1� 12020 Appro N •� -6-0, Category: Exterior Doors (800) 843-7628 PE�3409 (813j 767-BSC�S O - SubCategory: Swinging Exterior D= Assemblies sjasperson�thermatru:ce -cu Compliance Method: Evaluation Report from a m p. P.>� -0 U A V Florida Regstered Archtect or a Licensed Florida �•/ Pror-Mona) Engineer = cc O _O FL#204F0-R3 ProtlUCt9 - _ �' _ I � L � L Quality,( us ranee Approved for Use Approved for Use Design tn lt3 1 ,O SCo # Product Model. Numberbr Name. Product Description Contract Expiration Date in HVHZ Outside HV14Z Rests Free- N tC O L.L. /�4� 1 a. Tharma-Tru Fiber -Classic and Smooth -Star Nominal 8&439;8 Squotlmpact&quot Opaque I W1P2022 Yes Yes Yes el 3Z O �Fa y- to Composite Edge Fiberglass Single Door co 0(Ioming/t3utsw 8&qu ordmurafion) 9 ^ O 2 b.Thermo-Tru Fiber-Claseicantl Smooth -Star Nominal$&#59:88glmtampact$quot'Opaque 12131J2022 Yea Yes Yes 1L_ Composite Edge Fiberglass Single Door with Sidel6e(s) (InswinglOuba ing XO, OX.or QXO (JQ ♦W♦��1 L CL confIgurstlpns) -3- yr `V c ma-Tru Ib r-C asa'c and Smooth -Ste Nomin 18&#398Im a & uot0 ue 12/312022 es Yes Yee 3 .Thar F e I I a r a , 8quot, p d q pad Y t0 a}- ,,,F� Q Composite Edge Fioergfass Double Door with or sMthout Sld81.)s (Ir, wAnglOuts,Av; XX or OXXO y,i V ) configuratlonho 7• 4 d. Therma-Tru Hier-Clasaic:and Smacth•Sthr Nominal 8&#39,0 &quotlmpact8.quot Opaque 1213112022 Yes Yes yes T Composite Edge Fiberglass Single Door 0nswinglOutswing, Xconfiguration) 5 e. Therma-Tru Fiber-Classio and SmbothStar Nominel 8&939,0 &quotlmpact&quot Opaque• 12J31/2022 Yes Yes Yes NIA 3, C) Composite Edge Fiberglass Single Door with adalde(s) (Inswingloubwing; XO, OX or OXO configurations) .r 6 f. Therms-Tru Fiber-Classc and SmooUt-Star Nominal 8&#39-,0 &quot;lmpact&quot Opaque 12J3112022 Yes Yes Yes IN/A Composite Edge Fiberglass Double Doorwith or without Sidelites (Inswing/Outswing; XX or MO configurations) 7 g. Thermo-Tru Fiber -Classic and Smooth -Star Nomin2l6&#39;8 siquatlrnpadSquat Glazed 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door Qnswingloutswing; Xconfiguration) 8 h. Therma-Tat Fiber-Classicand Smooth -Star Nominal 8&#39;8 Squat; Impad&quA Glazed 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door wdth Sidel'Re(s) (InswinglOutswing; XO, OX or OXO configurations) 9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:8 lkquotlmpad&quo[ Glazed 12/3172022 Yes Yes Yes NIA Composite Edge Fiberglass Double Dom with or Wthout.Sidelites (InswInglOuts ing; XX or OXXO canflguratlons) 10 f: Therma-Tru.Fiber-Classic and Smooth -Star Nominal 8&#39; 0&quot;lmpact&quot Glazed 12J34/2022 Yes Yes Yes NIA Composite Edge. Fiberglass Single Door (Inswdng70ulsw1 ng; X configurat qn) 11 k. Therme-Tru Flber-Claeslc and Smooth -Star Nominol 8&#39;08quo"I'm t&quotGlazed 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with S cl.lda(s) (IilsvvinglOut wing; XO, OX or OXO configurations) 12 1. Therme-Tru Fiber -Classic and Smooth-Sb.r Nominal 8&#39;0&quotlmpact&quot; Glazed 12J31/2022 Yas Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or 0)0`0 configurations) 13 m, Tharma-Tru Fiber-C12SSIC and Smooth -Star Nominal 6&#39,8&qunt;lmp2 xi&quct Opaque IW31f2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with &quot;Non-Impact&quot; Sidellte(s) (I nsweng1Qa1srdng; XC, OX or OXO config urations) 14 n. Therma-Tru Rber.Classic and Smooth -Star N.minel 6&939,8&quetlmpad&quot Opaque 12/3112022 Yes Yes Yes N1A Composite Edge Fiberglass Double Door with &qum;Non-Impact&quot; Sidelites (InswinglOutswng; OXXO configuration) 15 o. Therms-Tru Fber-Classic-and Smoolh-Star Nominal 6 MI) &quctlmpad&quot :Opaque 12J31J2022 Yes Yes Yes NIA Composite. Edge Fiberglass Single Dom w ith &quot;Non-lmpact&qum; Sidelike(s) nsWn lOutswi ;XO OX orOXO confi uratio_ns n Q g 9, g ). .Thar r Fibe -Classic 5rsmo4l- Nominal 8 39 �Im & uof. Opaque 2J312 es Yea Y N! 16 P. ma T u r .and Star I &# ,0 &duet, pact q , Opaq 1 022 Y es A Composite: Edge Fiberglass Double Door with &quotNon-Impact&quot; Sidelites.(Insw ingloutswing; OXXO configuration) 17 q.Tharma-Tru Fiber -Classic and Smooth -Star Nominal 6&939;8&quot Non-Impact&quoE Opaque 12/3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswng/Outswing; Xconfiguration) 18 r. Therms-Tru Fiber-Cliassio and Smooth -Star Nominal 8&939;8 SquotNon-Impact&quot Opaque 12J3112022 Yes Yes No NIA Composite Edge Fiberglass Single Doorwth Sldeltre(s) pnsMnglOutaydng; XO. OX a OXO confiSuragons) 19 s.Therma-Tru Fiber -Classic and. Smooth -Star Nomnal8&#39;88quotNon-Impact&quot Opaque 12J3112022 Yes Yes No NIA Composite Edge Fiberglass Double Door with of without Side] tes (Inswi glouts+Ang; XX or OXXO con0guratlons) 20 t Therma-Tru Fiber -Classic and SmoothStar Nominal WIsRO &quotNon-Impact&quot Opaque 12J31 r2022 Yes Yes No WA Composite Edge Fiberglass Single Door (InswmgfCal-Ang; X configuration) 21 u.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&439;0 Squotbionlmpact&quot; Opaque 12)3112D22 Yes Yes No NIA Composite Edge Fiberglass Single Door month. Sidelite(s) (ImwinglOutsvwrg XO, OX or OXO confouratlonsl 22 v. Therma-Tru Fiber Classic: and Smooih-Star Nominal e&#39;0 &quotNon Impad$quot; Opaque 1213IM22 Yes Yas No NIA Campos to Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing, XX or OXXO configurations) 23 w: Thermo-Tru Fiber -Classic and Smooth-Siar Nominal 08,09b &quot;Non-Impad&quota Glazed 12131/2022 Yes Yes No N/A Composite Edge Fiberglass Single Door (I nsWngJOutswing; Xconfiguracon) 24 x. Tharma-Tru Fiber -Classic and Smooth -Star Nominal 8&038;8 &quot;Non-ImpadSquot,Oiazed 12131l2022 Yes Yes No WA Composite Edge Fiberglass Single Door with S dlelbs(s) 0nswingl0utsWhg XO, OXor OXO configurations) 25 y. Thamle-Tru Fitter-Clasecand. Smooth -Star Nominal 6&#3g;8&quothion- Impax38quot Glazed 12/3112022 Yes Yes No WA Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Ou living; XX a OXXO configurations) 26 z. Thermo Tru Fiblrl er-Classic and Soodth-Star Nominal 9&039;0 &quot:Kkle Impad&quoit Glazed 12/3W= Yas Yea No NIA Composite Edge Fl perglass Single Door (I nswnglOutswing; X configuration) 27 ea. Tharma-Tru Fber-Cessiq and Smooth -Star Nominal 8&#39;08quct;Ncn-Impact&quot Glazed 12/31Y2022 Yes Yoe No NIA Composite Edge Fiberglass Single Door with Sidelke(s) (IraW ngJOutswing; XO. OX a OXO canfigurations) 28 zb. Therma-Tru Fiber -Classic and Smooth -Star Nominal B& WO8quotNon-impact8quot, Glazed 12/31/2022 Yes Yes No NIA Composite Edge. Fiberglass Double Door Win or without Sidelites (InewinglOutsvvinglkY or OXXO configurations) Florida Department of Business & Professional Regulation Paaa 1 of 2 Building Codes and Standards 1tp2D21 ProductApproval Application Detail Code angry or came Data Date Penclinto em. ZY21 V,,A- Manufacturer Contact Enornaea License VaBtlaledN Va9datad Submitted FBC A --I Approved Status Revision 2020 MI Windows and Doors Brand Sitringer Luis Roberto Lanes Steven M. Urich, PE 101D82020 1010.612020 ta1)9QD20 12J1511a20 Approved Category: Exterior Doors t717) 365-31W PErRM14 (?l7) 31r-8454 subcategory; Sliding Exterior Door Assemblies bsftlinger@mlrm.com Cannot lance .Method: Evaluation Report from a Flodda Registered Architect di• a Licensed Florida Professional Engineer ft#15832-R8 Produols Quality Assumn.4 Approvedfor Us. Abnrorod for Use Impact postal Sad# Product Model Numberor Name Ratluet DsscrlWlon cordrait Explratlon Dare In HVHZ outside HVHZ Resistant. Poseurs I :SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 1WI12024 No Yes No NIA 1453/4&quotx80&quOt; NON REINFORCED 2 SERIES 42DALUMINUM SGD SERIES 420 ALUMINUM SGD OX XO. XX. 1213112024 No Yes No N/A 96&qud;x80&quot. MCN-REI NFORCEO 3 .SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM EGO REINFORCED OXD 12J31121524 No Yes No N/A 145-3/4&qu atX9d&qu at: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMMUMSOD REINFORCED OX IZ'3112024 No Yes No N/A XO, XX 96&quotX968:quot 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12131!2024 No Yes No. WA ta3&gpa;x96awd; Veralon Manufacturer Reualon 2020 Wayne -Dalton, a division of Overhead Door Corporation Category. Exterior Doors fiuhcalsgarrc SaWar al ExtarW D-Assemblies Compliant. Method: Evaluation Report from a Florida RegiatereclArchitect ore Licensed Force Professional Engineer :FL#5245-R20:Praducts - 3-09 Product Model Number or Name. 3 80DW610018200 #1105 10 8000/8100/8200 # 123 1 11 60001810014200 #1124 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 7 U912b21 Font, or Date Data Data Remins we Contact Enalneer& Licertse Val dsell av Valld ild Subrnihed FBC: Approval Approved Status Daaayne Kcro sh John E. Scales Jeffrey P. Arneson. P.E. 1 D11212D20 0929,2020 lo1232020 12/15/2020 Approved (330)763.812f PE-51737 (904)821-5200 dkomishQwayna-dalton.c om Qualls Assurance Approved far Use - Aooraysd for Use l Inroad [)as - Product Description e.m .0 Exrdratlon Date In HVHZ OUtslde HVHZ Resistant Pressure 5&09; Max 1,vIdth. 44&#39: Mex height. Glazing 12/312023 No Yes Yes +31.001-35.00 avanm ilable In top or Inteediete section 16&#39; Moxwidth 14&#39 Max height.g 01 win Glazing 121312023 No Yea Yas +30.90A33.50 available In top or Intermediate section.. 169#39; Max width t4&#39 Max helght. Gdaaing 12/312D23 No Yes Yes 34,40A3&.30 avakabie In top or Intennedieto section. Florida Department of Business & Professional Regulation Page 1 art Suikfing Codes and Standards 11542021 Product Approval Application Detail .=.� f.5 .tti3 '4�i` .a. `d "�,� �: �• `L�' ic. i 3z� ,� ,� r �z x, :., .. .. '�� r - Code smitw or Data a Date Ntdino DR. Tyoe Vanden Manufacturer Coined Endneer& UrW4rse Validated Bw Validated Submitted FRG Apomval ApOmv,d Status R"sion 2020 Curries Division of AADG Inc. Tom Raney UL LLC. Troy Bishop, RE12H0/2020 12101120211 12212020 Approved Category: Exterior Doors '541, 494-2813 (954)947-0880 subcategory: Exterior Door Components Icmrepay@ass, abioy.c. - Compliance: Method: Certification Mark a Listing to fu nloyHe er.ducta Quality Assurance Aoaove for Use Approved for Use Impact 0e61011 sin# Product Matlol. Numberor Name Product 0ascripBan Contract Expiration Bate in H Outside HVHZ Resistant Pmseun 1 60T, 76T, 727, 747 75T 777,. and 847 Seigle.nd Peirs.of Flush,. Glazed, and Lowered single. and palm of 121312025. Ys5 Yes Yes N/A Doors holl- metal do. - Code TZ Version Manurachlrer Revision ZD20 MI Windows and Doers Category: Wndo/s Subcategory: Single Hung Compllancd Method: Cerlifloehon Mark or Listing -sell Product Modal. Number or Nam. 2 1 B5 SH Florida Department of Business & Professional Regulation Page.1 Dr2 Building Codes and Standards Ir5i2g21 Product Approval Application Detail entity a net Date Date Pending Date Contact. Enameer & License Volidaled ev Valldated :Submitted Pao Aogmval A -aid Status Brantsitlinger American Arohitedtural Steven M. Urich, PE 11J17J2020 111171.2020 1112i12020 ,Approved (71.7)385.3300 Manufacturers A-milon l717)317.0454 hsboger&rdwo.com pualltV Assurance Approved for Use Aaorovad for Use Inroad Design Product DeeCnnttDn CoreragL Exnt3tlonpate In HVHz. Dutaltle. HVHL Resistant a rE 52x72 FlnlFlange Frame IGJSG Single Hung. 10108IP023 No Yes No . 01.60 Laminated Glass U) L. CD E N `C O Q 0 0- Ltltt� U O Lr U ICU ao CL 0 L w a � Z J Z Q J SHEET NO. PA 1.0. I T -...1 I __. I- _- ___ _ __ -_ 'i 1 1 1 1. null 1 1..l l°I L1.111-III allINAH116adfini n!nr,uinii .nr 1-'id "1 1 F.illrl.- Iln I .-. _l _ __I. (3) Florida Department of Business & Professional Regulation P.O. 6 of 9 Florida Deportment of Business & Professional Regulation Page, I of I Florida Department of Business & Professional Regulation page I Oil Florida Deportment of Business & Professional Regulation aef2 > Building Codes and Standards 1425Jn22 Building Codes and Standards Building Codes and Standards I5?" .021 Building Codes and Standards I W2021 6-0 2 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail = C:)- 0 CJL 0 T-e rode Version Manuftiatu Entity 0 Contact Engineer & Llmoss, Validated 5 Date DAW Deft Pending Validated St.durnind Far Approval Data Approved Sierra Cod. E"Ittv 209 Date Data Pencil- 2d2 co4q Entity Or Date Data Date lowdina Code Entity Data CU Revision 2020 Th.mri.-Tri, Corporation St -a Js.penswi Lyndon F. S.h midt R E Ryan J. King; R E� 10107r.to2l 09118P2021 10t13)2021 12115=21 Appr-.d 37ym Version Manufacturer contact Engineer 9 License Volidated My Validated submitted F13CApt-im! Approved status T".. Va.]- Manufcaure, Contact Enoirkisr& License Vltilatual Hat VUdWd Submittis F&C Apausayall Apomy,d status TVpQ V,,I- L%2291?RLY-M-r C. Liauta,L X_URLa%ff.fi.6L9ffflE2 Wurwisd Ov Valklatind a status -*--a -0-0 U) category: Exterior Doors (800) 843-7628 PE-43409 (81 3) 767-65SS Affonsoft 2020 PGT Industries J... Roac-ld Me,si-Cde BCCO - CER Miami-Dische SOCO - VAL 11,95f2l)20 11105M20 1111-112020 Approved Revai. 2020 MI Windows and Doors Brand Shlinger American Archkiecturau &even A Wish, Pr 10196r= 1 0/0612020 10/19=20 AW-d Revision 2020 MI Wind- rd Doors 111221-1020 1 Brand stinger American Arch Itedu .1 Steven st union, PE 0 APP-ad -M Subcategory: SWriing Extericr Door Aobemblies� ajasperson@themnatru.co Categorr. VAndows (941) 486-0100 (786) 315-25H Category: Windows (T17) 385-3300 f717) 31?-8454 Calegory. Wriclows (717) 365�3300 Manufacturers As- Isom (717)317-8454 CZ C.A C-A CZ ComPliance Method: Ealuation Reporthoma Florida Registered Architect or a Licensed Florida If Sab(atg.,j: arighs Hung Method: Mark Listing IrosovskiSp9gindustdoex On, Subcategory,. Horizontal Sider Compliance Method: Cieffficialon Mark Lisaing Subcategory: Fixed Compiler. Method; Carlificati- Mark Liefi -0 Professional Engineer 0 2 RMA-R28Produt FLA153,11"Id Prducts -0 FLN244hilli-RI Products Quality Assura n cc Approwdf-Use, ApprovedforUse Impact Deakin Sea a Product Model, Number or Nam chasity Assurance Approved for Us, Aporaland far Us, larose Deakin Prduct Description lives In, INVHZ Ountulde HVHZ assistant Pressure s-# Product Modal. Number or Me- Qualfty Assurance ApprovedlorUse Approved for Use Impact Dsly, Product Dscilliidan Cg,t,,t F-Iratican Mi. in HVHZ cathad, MVKZ Fiasistat P- - - San! 0 Product Model, Number or Narns COGuallbrAshouraricie Ague,vadfor Us, Product Descrialk, rularacl FXpration Data 1. HVHZ Quitsk! cc 0 LL See! If Product Ma del, Num bar or Name Product Description offirscrt E.Piration C Data I. HVHZ outside MVHZ Resistant Pressure 2 SHSLiOG 1 Large lills.h. Irnpied) Vh)A single Hung 111find., 0713OJ2025 yes Y., NJA 1 AS 166 Fin and Flange Fr-. n.62 Glass 0211612024 No yes No -551-55 I 195 PW 73. 72 Insulated Glass 041MV2023 No 3;N6S. X*-60% = -6-0 CU 1 a. Therma-Tru Fiber-Claoisic and Smooth -Star Nominal 6WRS fliquot;Non-Imaxictliquot. Opaque 12131;2022 No Yes No N)A S! 8 C: :10 ad'. %+- CU Composite Edge Fiberglass Single Door lInswrig/Outtriving:Xconfiguration) C11) C3 0 "'n > 2 le. Therma-Tru FlIcer-Classic and Smooth -Star Nominal 6&#30;8 &quwNon-Impaot&quo� Opaque I213V2022 No Yes No MIA ce cc E 0 Composite Edge Fiberglass Single Door with to W CD L_ sidelite(s) (InswinglOutsrig; XO, OX or I OXO Cn 0) CU C:j_ 3 o. Thermo.-Fru Fiber-Cassio and Smooth�Sbar Nominal 6&939;8 Cpsque 1213112022 No Yes No NJA CO C a 40-2 CU aFiberglass Composite Edge Double Door vAth or U) without Sidelites (InsingiOutmMnig: XXw 00QO -0 4 d. The­Tru Fib -Classic and Smoth-Soi, configurations) Nominal 7&93Qv0 8,quot;Non-Iminachilquot, Opaque 12J3112022 No Yes No NJA cc CD Composite Edge Fibarg laaac Single Dow 5 a Themna-Trai Filber�Clasapo and Smooth -Star (I "swing/Outswing; X configuration) Nomfina 1 7&939,0 liquot; Non-Impactikquot Opaque 12131/2022 No Yes No NIA CD Composite Edge Fiberglass Single Dow with I Sildelite(s) (Inswingloultswing: XO' OX a OXO configurations) L 6 I. Thatima-Tru Rber-Clasak, anci Smooth -Star Nominal 8&#32;0 &quotNon-I mpacaclucc Opaque 124tl 12022 N. Yes No MIA Florida Department of Business & Professional Regulation ageI r I Florida Department of Business & Professional Regulation Page i fI Florida Department of Business & Professional Regulation 1 r I Composite Edge Fiberglass, Single Door Building Codes and Standards Building Codes and Standards IFV2021 Building Codes and Standards 102021 OnswinglOutswing; X configuration) 7 g, Therma-Trut Filk,ar-Classic and Snicicith-Stu Nominal 8&#39;0 &qu.l;Non­Imp;s;t&qu# Opaque 1213112022 No Yes No N/A Composite Edge Fiberglass Single Door vAh Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelite(s) OnswinglOswing; X0, OX or OXO configurations) 8 h. Th.r--T,. and Smo.th-Star Nominal 8&#N;O itquotlNon-1 mpaictilquw; Opaque 1213112022 NO Yes No NiA Composite Edge Fiberglass, Doubt. D.wuath or C.d. Entit, r Data Det. Data P,,,dlm Date Data Cato Road, c.d. Data Sars, Daft Poncho, Wthoud Sidelfts (InawinWOutsu,dho; XX or OXXO configurations) T"Ps Vendor, Manullognr Contact seat ... r Uoirma, Veldb.cl So Validated submitted F5C A,m,l Approved fitalu 11691 Version Manufacturer Contest Lt.-. Validated 13v Validated S-bonities! FBC A-­1 Ataginpiv. state. type version manufaclurtr congest lavalretior uconse Validated Validated Submitted FROAponsinal Approved 9 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8&quot.Non-Impact&quot,G(�ecI 12.13112022 No Yes No NIA Afflonnation 2920 PGT Industries Jan. R.a..aki Ml.nni-Didis RCCD- CER MIOMI�02de RCCC, VAL IIMM20 1165MM 11111/2020 Approuied Remsi.ri 2020 Mi Whid- ard D­ Wa R Lomas. PE Stev.n M. Urich. PE 10)(3812020 INOW0213 101IW2020 12JI 5=20 Appr.vadl Affirmation 2020 PGT Industries Jens Rocoveski HCCD - CER BCCO - VAL 1 1105nozo 1IM020 11(li/2020 Approod Composite Edge Fiberglass Single Door Category: Vvirdows (94i) 486-0100 (706) 315-2590 Csetvy: (71 7) 365-33M PE-62514 (717) 31 ?,U64 (94I)480-Oi00 (786) 315-2590 (InsvvinglOut6wing; X config.ration) SuhC.b.g.,r: Ps.cl lrosvolkilgogtindustres.c SubQatagyiry: Mulflons bsItlinger@m1wil-com subcategoy: Mull., jrcidevskiMp9tinclustrietsi: 10 J. Therma-Tru Fiber.Classleand Smooth -Star Nominal 0&#39;8&quotNon�ImpacMqua Glazed 12J3112022 Composite Edge FfixarglassSingle Door afith No Yes No WA C-plien.. M.Hicid: Mork using OM Compliance Method: Evaluation Report from a Florida Rgl .. d Arcl Licensed Florid. Compliance Al Certification Maini Lisfing OM Sldelltis(r4 (Inawngl/Ourtsvoihig; XO. OX or OXC) fL*243.R24Prodv Engineer fLogini-Rupredue 11 k Therma-Tru Fiber -Classic and Smooth -Star configurations) Nominal W39:8 8quotNon-I mpact8quok. Glazed 1213112022 No Yes No MIA 0I A,,-,, Approved for Use Approved for use Inneact Aiia- A cionoved par use A,,,-df,,U, 1,,,t Deal - Composite Edge Fiberglass Double Dow with or $-# Product No*[. Number Name Pduct 0 ... ritly. Contract Date I. HVHZ O.Nd.H Resistant Pressure Ism A Eroduct: Model, Number or Name Product Description Contract Expiation Dare In HVHZ outside HVH Resislailt lansesure without Sidelftes (InswinglOutswing: XX or OXXO 5 PW�5520 (L-19a Missile Impeoni Vinyl Fi..d VAnd- 0440)2025 Yes Yes Yes MIA for Us, A,,,aod Wt Me lm9w Cwen 1 Mullions for At I Doors an it Windi-s Aluminum MaUlDhe 0512662020 Yes Yes Yes MIA configurations) Soup &edpot Me". Number Me- Product Nearig- I,, X outside HYRZ essanPressure 12 L Therma-Tru Filber-Oassucand Smooth -Star Nominal 7&#39;08quditNon­hmpact8qLta Gazed 12131=22 NO Yes No MIA 2 5784 Vti�aj Ad..h.. Malt. No Yes Yes MIA Composite Edge Fibeighass Sing I. Daw X 13 m. Thema-Tra File-Classicand Smoeth-Star Nominal 7US9;0&qaot;Non_ImFact&quat: Glazed 1213112022 Composite Edge Fiberglass Sing Is Door %rith No Yes No MIA (InisviinglOt.wirg; XO, OX or OXO configurations) 14 n. Therima.-frar Fibef-Classek: and Smooth -Star Nominal 8&#39:0 &quOt;Non-Impact&quci� Glazed 12�310022 No Yes No N/A Z Composite Edge 'Iberglass, Single Door (Insming/Outswrig; X contigurationj 15 o. Therma-Tru Fibsv�Classiv and Smooth -Star Norniml 8&#39;0 &quot:Non-I unpaulAquot Glazed 12/al/2022 No Yes No NA Composite Edge Fiberglass Single Door with Sidelfte(s) (Insvirig,rOurtswing: XO, OX or QXO conlIguniflims) Florida Department of Business & Professional Regulation page I r 1 Florida Department of Business Professional Regulation page 2 a2 Florida Department of Business & Professional Regulation Page 3 u1`4 16 p Thendiii-7rij Flbor.Classle and Smooth-Str Nominal 8&#39;0 &quatNw-j mpachiquot Glazed 1W5112022 No yes No NJA Building Codes and Sta tidards 1 MJ2021 Bui [ding Codes and $to ncla rds 100,021 Bui Idi hg Cc des and Stan do rds yffi)2023 Composite Edge Fiberglass Do able Door Win a r Wthout Sidelites (I n swinglOutswin g; XX or OXXO configurations) ProductApproval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q. Thorma-Tru Fiber-Chasisic and Smooth -Star Nominal OUMA &quot,'Non-Impac,:&qiJck Opaque 12131i'2022 No yes No NiA Composite Edge Fiberglass Single Door with is r 7herma-Tru Riber-ClasoR, arid Stricalth-Star Transom (InsW IngiOudswing; OIX configuration) Nominal 69#39;8 &quotNon-1 mpact8quot; Opaque 12JSI Q022 NO Yes No NIA Cod. Entity a Data =0 Dans, Pending RM Code rntw W 21M Data Des Pending Date Cod. C"Ilty 212 -Did, Ilate Psindi Composite Edge Fiberglass Single Door with Sidslit.(e) cind Transom O)XO. OIOX or O/OXO conflourations) T­ veralm Manufacturer 21123 James Handle BuilklIng Product% Inc. En,J-,& License Validated EN Validated Submitted FINGA-roval Agar Met$ Chad Deroks V. Andi-eve To. John eminent. P. E. 0110512021 IV1412020 DiAM02i ding '80 Appi, 'N". Version Maniancturor R.,Amn 2020 Alsid, ceinuict E -&LJ- Validated By Validated submitted FBC Atio-oll Ancroviiii atiduis Nick rhorripn Lyndon F.F Ryan J. King, P�E� 02J15=21 OvIsno2i 02r22J2021 1301312021 Approved Ta". Visrskin Manufacturer R­mion 2D20 OAF Contact raw"- Validated ov Validatad Submitted FOCArs-al Michael gilsh Robert I-Ahmanch John W, Kn=Mch. PE l2il9P2022 12M7=22 12J2012022 A,--d shitae 0210712023 Approued 19 9. Tfierma-Tru Fber-Chassic and Smooth -Star Nominal 68al3g;S&quottNon-limpactilquot, Opaque 1213112M No Yes No WA cather Panel Wells (909) 545-8359 PE-8102 (352) 367-2520 C.t.e.'Y! P­1 W.Ile i330) 922-2389 Pr.43409 (913) 767-13555 Catgwy: Rooting t8i)D) 766-3411 PE-59166 (954) ?72-6224 Composite Edge Fiberglass Single Door with Subcategory: acting SulacatiOar. soffitis rithamp.ont(it.Wdscom Subcotiag­y. Asphalt Shingles Scletiot(o) XO, OX or QXO Compliance Ifiellift. Evaluation Report from a compliance 1141had: Evaluation Report fr= st ConVIlankile Method: 2valuatko Report from a Continuous Head and Sill configurations) Florid, R.gue-d! Licensed Florida PI.Ad.R,gh.redA,chItt-a 1-har-clFbifid. PladdR RogaterecA­hIftect or A Licensed Pence, 20 t. The�.Tru Fit ber-Clansid, and Smooth -Soar Nomme 1 8&039�, 0 &quat,NOH-Impact&quOt Opaque 12131M22 No Yes No NJA Professional Engineer Prfessorial Engineer Professional Engineer Composite Edge Fiberglass Single Door with Side,lite(.) 0 niswingiOut.wingi; XO. OX or OXO FW3,11924W Products FLANS272.0 Products Fun (it 24-Wi ftwobs 21 u. Thermia-Tra FoarClassic and Smooth -Star Continuous Head and Sill configurations) Nominel 69939�8 &quo�Nw-Impact&qUcd,, Glazed 1213112M No Yes No NIA Qualint Assurance Approvockfar Us Amr.y.d for U. IMQa2 Dolan Assurance Asixenned for Use A,,u,d fw Us, itailill Deal- CaualltvAssurance Approvild for Us. Approved for U, lMDsGI Dilation Composite Edge Fiberglass single Dow With sea 0 Product Model, Number Name Product Dimillotto Contract ExnkWoii Data In MVKZ outside NvMZ Resistant Pressure Sao! Produt Mode], Nund,cor re No- Product Description ceinstrant F.Pinatt- owe In HVHZ oushild. HVHz R..lationt P-. 45-00 Product Model, Number or Name Product Description Contract Excination owe In HVHZ Waldle HVHZ Resistant tLtmre SIdelfite(s) (InswingtOultsvAng; XO, OX or OXO 1 C.mpl.nk Lisp Siding lber-r-aint ap.iding 12)3i/262S Yes Yes MIA WA 1 a. &.QUQt;2T8quOt: 8011ft Vent or Sold Vinyl Soffit I 2131,2023 No yes No MIA I GAF Asphalt Rwi Sh Inglos for use In FSC non-HVFIZ Fiberglass reinforced 3-h. laminated. 5-1.1b and 12JiGI2026 Me Yes MIA NtA Continuous Head arid Sill configurations) 2 His-dkiPlisn), Lisp Siding lba­mant )so iding 1201/2a2s yes Yes MIA N/A 2 b. &OUdAlience T4&quot: Soffft Vent or Said Vistyl Soffit 4 V31=23 M Yes No NJA jurl,dicters, hipirkkp asphalt shingles 22 v, Thermo-7ru Fiber -Classic and Smooth-Stsa Nominal 8&039;0 8otuctNon-limpaGlActudit. Glazed 12131M22 No yes No N/A 3 a. Squat:Greaftrlar VIntage, Beaded84IS: soffit Vent a Sold Vinyl Soffit 1 PJ3112023 NO ye. No MIA Composite Edge Fiberglass Single Door with 4 d. &quct�Qs&qut' sffit Vent a Sold Vinyl Soffit 1201=23 No yes Me NJA SIdelfte(s) QnsvvngtQvtsWng'XO, OX or CXC, 5 e. &quot,,Charter Cak&quot; Sofflit Vent Or Sold Miryle.ftit 12131)2023 N. Yes No MIA 23 W. Therma-ru ribe,Ciassic and Smicoth-Star Continuous Head and Sill configurations) Nominal 68.00;8 &quot;Nw,-Irnpaat&quo� Opaque 12t3112022 No Yes No N)A 6 Vent or Slid Vinyl Soffit 1213112023 No yes Me MIA Composite Edge Fiberglass, Door Parrelswilth Vented Sidcli*s) (InswinglOtswing: XX XKX or X)= configurations) 24 x. Therma-Tru Fiber-Ciatasic and Smoth-Star Nominal S&M@;() &qw�NQn-lmpakk1Sqiuot,,Opaque 12t3112022 No Yes No NIP, Composite EcIge Fiberglass DoorPenelawith Vented Sid4lite(s) (nswinglOutswing: XX XKX or X)0(X configurations) 25 y. Thorkina-7m Filber-Classictind Smooth.Star Nominal 6&*39;S&quc�Nwi-Impsct&quot- Glazed 12f3112022 No Yes No MIA Composite EtlIa Fiberglass, G-r Pie-thsWith Vented Sid.l XX M or X)Q(X Florida Department of Business Professional Regulation page I Of 1 Florida Deportment of Business & Professional Regulation page 1 fl Florida Deportment of BusinGss & Professional Regulation Pagel Of I 26 z. Therma-Tru Fber-Classicand Smoot1hr-Ster configurations) Nominal 8&#3O:0&quo�Non-Impact&quot, Glazed 1213112022 No Yes Nc N/A Building Codes arid Standards 100R12021 Building Codes and Standards Ir"21 Building Cod" and Standards 102321 Composite Edge Fiberglass Door Parkeistwifin Vented Stokehole) Q nsohnglOutswing; XX XXX or XXXX ocinflitur2tonS) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 27 za. Therma-Tw Fiber -Classic, and Smooth -Star Nominal 5&M9;8&quct;Nw-ImpzdASqurd: Glazed 1213112022 Composite Edge Fibergese6hingle Doorwith 3&938vO No yes No MIA Siddite(s) (Insvvinglout5wrig: XQ. OX a OXO configurations) 22k 2da Data Data 2212 Entity or Dole Date case Pinched Entity 0 2a Data Dam Pending 2& 28 z1b, Tharma-Tra Fiber -Classic arid Smooth -Star Nominal 6803@iEl IS,quotNon-Impactitcluat Glazed 12�3112022 No Yes No MIA Tv. V,,I,n Manufacturer Cwflacl l2rolacei-A Lie... Valiated IN Validated Submitted FDO Asuproval Approve Status MWA Mission, Mnf,,t- Contact Enaii .. rA Li,-, V.11datiod IN Validated Submitted FRO A,,,,l status Type Versloin coriecd: fi, Lioans. Validated By Validated ".ftd FRC Approval Apipawad status Composite edge Fiberglass Double Door with R.'A.I. 2020 TAMKO DulldIng Products LLC Krrl Ldan Reboil Nuenninion John W. Knecovich, PE IOM412M 09)2912620 IQJ12y2020 IV15,2320 Approved Revision 2020 L.V Thompson, Inc di)a Thompson Architectural Tory Christman Zachary R. Priest Steven A Urich, PE M17/202a @911W21320 DSJ22=0 IT1612020 Approuied Fts,Askon 2020 Florida Metal Producles Inc, ClkJons. James L Buokor� P_F_@ "n Is. Urich. PE 09J27M20 09)2512020 1=412020 12116/2020 Approved 303998ist (Inswiro/Outswing: O)C(O Category; Roofing (417) 824-0844 pe-miss S54) 772-6224 Matals Company iTAMC 01 813i, 248-3466 PE-74021 i717) 317-8454 category; Roomnii t904) 783-8400 CgUCK Ersithoianng (717) 317�8454 29 zQ. Thprma-Tru Filow-Clasinc end Smooth -Star configuration) Nominal %09;0 8i,quo�Nw-Impckd&quot Glazed 12131/2022 No Yes No NJA aubC,togary- UndertHyments corrLediar4pianiko.com Categairy: Roofing PE-31242 Composite Edge Fiberglass Single D.orwkh 39#39;0 compliance Metho&. Evaluation Recent from a Subcategory: Rwlhg Accessories that are an Integral Pod ofthe Roofingsystom Sidelita(s) (InswinglOuawng; XO, OX ar OXO Rwide Registered Architect .,a Licensed Fluids Integral Part ofthe Roofing System Compliance Method: Evaluation Report from a Compliance Method; Evaluation Report from a Florida R.gat.rdArchit.stw a Licensed Pedd. 30 zcl. Therma-Tru, Fibier-Classio and Smootll.Star configurations) Nominal 88#39;0&quot:Non-Impaci&quot Glazed 12131=2 No Yes No MIA Proosilonal Engineer Florid. Registered Architect or. Licensed Florid. Composite Edge Fiberglass Double Door with F 1.412328-Rii Prodga,its, Professional Engineer F L#21 SM-R2 Products 3&#89;0 Sidoliftes, (Insvang/Outswing; OXXO con figuration) Qualittv Assurnce Awroaad for also imod F LM 4919-R3 Products Carallity Assurance A Pproved for Use Approved for Use hillice! QQjjQQ 31 ze. Therm-Tra Fibe,Cassic and Smooth -Stair Nominal 7&#39;0 &quoI;Non-Impact&quost, Shaker 1213112022 No Y No NfA G"go Prodct Madl. Morn. Pr.d.d Daeorkific. iosailld Data outai "v"Z RoMtard lam ... Quwlv Assurance Apartasod for use Agramiadibrithit, 1111=511 2UM 9-0 A, Product Mochu, Number Contract Expirtion Date I" HVINZ outide HVHZ R,,W,,t P-, Series Composite Edge Glazed Fiberglass Single 1 TAMKD Root Uriderlayinnents, (HVHZ) Roof unclarraymerAs for use ki F BC HVHZ 0612912023 Yes NO MIA WA a-- Proulact RI N-par or- No- Product Degradation In KVHZ Dutside HVIiZ R,,It,dt 3 3- FLAMC0 &quot:RV I 0 Ridge Vormquol: Aluminum Ridge Vents for pitched roofs fabricated 12131,2024 No Yes Me N/A Door with or without 19439;2 Sidelibs(.) (InewingfOutswing: X. OX XO or OXO configurations) 2 TAMKO Root UrderIayMentstNDN-HVI4Z) Rd.ndedyrreMs for as. In FSC n--HVHZ 0&29f2G23 No Yes MIA M/A 1 TAIACO Fla Top Off-PUdge Vent with Soft. for Tile 26 9. static Min bull. oawnm Yes Yes MIA N/A fr.. jurisdictions. 2 TAMCO Gooseneck Vent 3 TAMCO Off-Rikkile RodVont,.-Affi Baffic 28 go, 0910812M No Yes MIA "OIL5215 26 ga. static roofyonfielor vAth Irl"rated cliff. 09/MC20 Yes Yes MIA WA 4 TAMCO Round Top 0"Mis, Vent with Baft for file 26 ga, static rcof,volifflator Mth baffis 09M=6 Yes Yes MIA MYA Florida Department of Business and Professional Regulation I'lorlda [)apartment of Business a Professlonal Regulation page I Of 1 Florida Deportment! of Business Professional Regulation Fee. I 3 Florida Department of Business & Professional Regulation p.g. I of I Building Codes and Standards Building Codes and Standards IM2021 Building Codes and 6tandards 3W2023 Building Codes and Standards Product Approval Application Detail 3/15/2022 Product Approval Application Detail Product Approval Applicallon Detail Product Approval Application Detail coo Voisin "anufact"" IR'ev,sm 2020 L-on- SI O Data owe Dat. Pauding contact Engineer & it-, Validatd 81 Validated FIND Aac­d Status Kfflne J.11ey James L P Steven M. urfich. PIE F 1 11231201) 1112V2020 11,2snG20 ding FBC App, C.d. version Mimfactiurer Re*ion 2020 9-1 Rearing Butiltv Data We contact 12ainsior & L- Validated B,t Validated S1cmkfta4 FBC Apic-al Awv.d stt-kc Anderson Rblin tAPM0 Unit- 2.1I G.,yW.W.1ker llJ03)2I)2O 1 1102M20 11IM2020 Appl-d Code Type Version Manufacturer ReAsion 2020 31" Protection Products, LILC. Entity or 299 Data Dole Poniffna contest Evainsorr & License Valuated By Validated Sidamig.di FillicApproval fern Robinson WaltsrA. I'Vilt Jr.. P.E. John W. Kn ozendell. PE 09D&Q020 D"11=0 1MIJ2020 Dat. fience, Status 12115OD20 Approved FL#5259-R31 Code 911PIN-21 Date owe Date Date Status Category-- Roofing (01),063-610 PE-31242 (71-o3l?-8454 Cato": Rooting (8DI) 380-6091 Ser-im LLC. (205) 854-DiSO Codagary: Shutters (954) 09-7545 PE-V1167 (954) 772-8224 Ir Version Manufacturer Contact Revision 2020 POLYGLASS USA MauryAlpert, Engineer & Validated License John W Validated Submitted Pending, Ap_roved Approved _p 1012612021) 1OJ2212020 FBC 1211512020 atsitisme SubM - Racing Accessories that an I megred Partol'the Roofing system Method: Rupert own . kjoll.volariancoxom Subcategory! Resting Tiles compliance Method: Evaluator, Report from a Product Entity in lalicat.g.,y! St.. Panels Compliance Method: Evaluation Roperit from a in Category: Roofing S9542331530S mal pert@ polyglass-oarn Robert Nieminen Knezevch, PE 9R_WQW Florida RegisterodArchiftes,tor a Licensed Florida Florid. RisgisthneclArchfiect or. Licensed Florid. Professional Engineer Subcategory: PE-59168 (954) 772-6224 1110112020 Professional Engineer FL#7943-RI2 Finchud, Underlayments, Compliance Method: FL07202-0 QualltyAssagaince Approved for Use Approved for Use Impact Design Product Modal Number or Now is asy - Shinka� Slate.. country Slate &P#t Old English Quality Assurance Approved for Use Apor-iiel for use Impact Design Procluct Description p,krato"'DO1111 in FiVHZ otside HVHZ Resistant P...u. Flat Front. - Don,ar. CO No Yes NfA NJA 2glIU070 PLONS07"Is ft.disiat Nuclei, ApprovedforUse Averoved for use Iniciset Donal., Evaluation Report from so- # Proclubt M adeL Number a r Name Product Ouplarliction Contract F-Irathirs Data In HVNZ Quisling HV Resistant Pr."m Illtch &amp; Impact 1221 Product Number or Memo Product Description Co In KVHZ outside HVHZ litoodistart a Florida Registered I Nck-Airl DA-4 or TRI-8611, Docilt-N, DA-4 Lov, Profit,, P.Wropyl,is, Plastic R..fVent 12i'loQ025 No Yes No -97,51-97.5 17 Saxony 600 - Slate. Shako &amp: Split Shake Flat Prfil. -.9110t1d.n. CA 12i3l(202D No Yes MIA NJA 1 20 Gage Galvanized Saietorm PoncInaHVHZ Corrugated Galvanized Steel Storm Panels retained 12i3V2023 Yes Yes Yes NIA Architect or � Licensed Florida Professional Weronloolly Attached to Plbt.vood Dock IB Saucily O00 Shake &amp: Split Shake 19 Smony?00- Shake, slate 4,amp; Split Shake Flat P,ofil. - CA 12/31,2021) No Yes MIA MIA Flat Profile - SI.Ider. CA 12nl=D No yes MIA NIA 2 24 Gage Galvanized steel Storm Pane1siNI4VIHZ or not by bracks to provide huniciins protectlivi. Corrugated Galvanized 810019torm Panels retained IM1,2023 NO 'Yes Yes WA Engineer 20 Saxany 700 - Shake, Mate &.amp: Split Shake 27 Talas !Eopima t Ba malona Flat Prank, - Malta, CA l2aV2021) No yes MIA WA High Prolle - Koty, TX 1 2131f2021) N. yes NfA MIA not by tracks to prot,Jdo hurricane protection, FL#6269-R31 Products 2a Vila Low Profil. � Katy. 12i3lQ021) N� Yes NIA NJA giM&AWUMVco. 6r4pj2"AfqL!L- AWjQjjd to r Usks contract EMiratdon In MVHZ OuNicka HVIH cl IMM P"istant Vesta Pressure U) aeolm Product Model, Number arNanne Product Description Date I Polyglas Roof Underlayrnents Racing underayments 10121)2022 No Yes NiA -NIAI-622.5 I Polyglass Root Underlayments (HVHZ) Polyglass roof Underaymerts for use in F130112123=3 Yes No NtA NIA HVHZ judedleficirs. > 2 Polyglass Roof Underlayments (non-HVHZ) Folyglass roof underdaymenti, for use In 12f2a=3 No F8C non-HVHZ jurisdictions. Yes NIA -NIAI-6=5 0 1 Polyglass Roof Underlayments (HVHZ) Polyglass, roof underlayments for use In FBC l2f2=023 Yes No WA NIA Florida Department of Business& Professional Regulation page I Of I Florida Deportment of Business Professional Regulation II Florida Department of Business & Professional Regulation page I Oil L_ 2 Polyglass Roof Underlayments (non-HVHZ) HVHZ jurldicAlorks. Folyglass roof underlayments, for use In 112`2=23 No yes NIA -NIAI-622.5 Building Codes and Standards IJ2&M22 Building Codes and Standards i/7'2021 Building Codes and Standards > FBC non­HVHZ jurisdictions. Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1 Polygos Roof Underlayments (HVHZ) Polygla" roof underlaymentsfor use in FBCIZF23/2023 Yes HVHZ jurisdictions. No NIA WA 2 Polyglass; Roof Underlayments (non-HVHZ) Polygiass roof underlayments, for use In 12`23J2023 No Yes NIA 4M�AI-622,5 Code E Otity or Date Data Data Pending Ouse Cod" Entity or Dole Date Date pending Cod- eatirly Data part.- Cato Pondfino Data FEIC nan-HVHZ jurisdictions. Twe Version Manufacturer ciciltan, Engineer & License, Validated Validated Submitted FBC A Oprount Approved Status 1I version Makaufacturor Contact Einnimar & LIM, Wildd Eta Validated Submitted FBC Acionaval Actingasal st.l.", W.- version Manufacture, ctact & License Validated Validated Subitted FSC A,,,,,l Annyousel Static. 1 Polyglass Roof Underlayments (HV14Z) Polyglass roof underlayments for ase In F13C 121231202S ye% No NIA N/A ion Re,vis 2020 All American Shutters and Glass Mike Barbieri Frank L. Ben dardo, P. E Troy Bishop. P. E. IOMII020 10115Q020 1110512020 1211&2021) Apprwed 2020 Alpine Stuart lCr Evaluation LQZ William M. Ranlarl, RE IOJ3112020 1 D/2212020 I 1,135t2021) I lglin,)20 Appr..d PMson 2020 Commercial Concrete Productainc, Robert Chile amuel A. Orobirbeig John Hoy 12116m2a ivile2oZo 12rsinaa) ding FBG Atop,, 2 Polyglass Roof Underlayments (non-HVH2) HVHZiurisdicfions, Polyglass roof underlayments, for use in 1212=023 No Yes WA -N)AI-622.5 Category Shutt" subcategory: Storm Pane� (561) 712-9882 PE-0046549 (954) 947-0880 mikele@allamericansbutte Cathigarf: Structural Components Sul0adigory; Tri. Rates (321) 710-3377 (407) 6el-1917 category Structural Componorte Subcategory: Products Introduced as a Result of (613) 059-3707 PE-S4245 (352l 58a-5311 FBC n.n-HVHZ jrisditions. Compliance Method; Evaluatim Report from a Florid. Registered Architect or. Licensed Florida M.1h.d; Relied Product Evaluation Entity N - T..hnOINy Compliance Method: Evalualicst Report from Professional Engineer FIL111899,97 Products a Pierce Farce Professional Engineer FLXI TOWR$ Products Quality Assouranca AWco,aid for Uss, Approaadficallso Impact D..kin IiI.M774-RAProdu S.q 9 Product Model, Number or Nome QuallivAssurien AurovadfurUse Approvetificrul Impact Desiod Product Dewription Contract Expiration [late in HV Outside HYHIZ Realistc Pressure am# F"cluct Mode), Narrator or Nam I ITW SCG/AoIna Higher Strength jH &-ic: 8) Product anceirlpflo Connote EXDlratlffl Dole In HVHZ Outside HVHZ Raslotard Pleasure metal conn.,'tor Plate 121SIf2024 Yes Yes MIA MIA QuUN A,,-, A--,d for gas Awricaad for U, [insect Design, I 24ga Gstuarazed Steel Storm Panels 24ga Gar.,onazed Steel Storm Panels 12J3112022 ye. Yes Yes N/A 2 Tyv SOG"Ins Hinge Plate Metal connector Plate I 213112024 Yee Yes MIA MIA S-9 Produt Model Ntabor or Nam Pmdut contract Expiration Dole in HVHZ Outsiche H Resistant Proicaure TWOCG IpOeTrul 3 /A TIN aCG/Aoln. Wave Mote! Connector Pla e 12WQ024 Yes Yes MIA MIA wt. corri-torialar. 17J3112024 Yes Yes IVA MIA 1 Quality Precast or commercial Concrete Products Precast and Prestressed Concre(o Ludels, 0512512024 No Yes NIA I,VA U) ICU Florida Deportment Business Professional Regulation of Building Codes and Standards P.O 2 r 2 ZNM2� Florida Dope rtment of Business & Professional Rogu lation Page I fI Building Codes and Standards 611412021 Florida Department of Business Professional Regulation page 1 1`2 Building Codes and Standards 9rBJ2021 Product Approval Application Deball Product Approval Application Detail Product Approval Application Detail C"d. RW Dodo Date Pat, P-11- P-M.- Code Dodo Date Data Painting Date 2114. owe Date Penclina W 7vp. V-1- Mhunf.chunar Conitat Enal.- fi, License Validated By Mandtd Sbtttd FBC Acpsa,kol Ap"aad status Ty". yinso. Massurl.- Card.st 9. Lice-, Validt By Vlidated submittd FOC Acs-al Aggrieved madue marmstodisnor CA,t Likeersa, Validated Itv, Validated Sbiftd Fsc A-,vl Margined stob"a Ricul.lon 2020 MIT., Inc. category: Structural Components Erin Vvaldan IM Evid.intior, LILC ICC Evoluabon �952)898-8635 LLC. 01,03,2023 l2romu (31,103=23 Appnc,scl Reviden 2D20 Weyerhaeuser category: Structural Components Rico Bad- ICC LILC Ian L.h-, RE. 0102IM21 1011312020 DXON2021 Approued (253) 82+0476 (61)8) M,3288 Affirmati.. 2020 Alpha Alvin-grum, be, ctgy: Perot Wait. Jose alve lujis R. Lofts Stmn M. urich. PE 11ASM20 I Ill GM20 1 V2012020 Approved (407� 509-2005 PE-B2514 (717� 317-8454 < 8ubC.I.gciqc Truss Plate. Compliance Method: Eveluaticir Report from a (2(15) 599-980 S.bC.dsga,y-. Engineered Lumber Compliance Method: Euctiflon Report from a Subcategory: Scfflft 1phoaluminaminsQ,ohn Product E,aluallon Entity Product Evaluation Entity Compliance Method; Evaluation Repard from a R.gissrodAr.hitactcv. U­d FlorldO oesm, sFlorid. FLW2?-R1I Prookuls Profesional Engineer Anturwod f-Use A,,r,u,d W, U, ],,,t Dealan Quality Assurance Al)urVQ for Vs. Alatfol.0 for Use Impact 20194 Milli 0644JR5 Products So. A Product Modal, Number or Name, Product QPG�Iyldwi Contract Expiration Data 1. HVHZ Weich, HVIH esisanP-surg se" Product Modal. Mabor- Name Product lifil In HVIRZ Outide HV Resistant P-,u,o Quality Assurance Approved for use Approved for Use Impact Boston I MI 8AH8 18 ga. high strength truss connector Male I 213112024 Yes yes MIA NJA 1 LVL Laminated Vamear-Lumber 03i'3112623 No Yes MIA MIA a--# Finoduct Model- Number or Name Produat Mancricitics, C,rd,Ot E,,rdaOL21ft. 1, 14VHZ outside KvHZ Resistant, Prassun, 2 M18SH6 f0ga, 6upwhlQb strength truss connector plate 1213112024 Yes Yes MIA N)A 2 Frah- PSIL 3� Timber6trand ILSL Strand Lumber 03131i2m No Yes N/A MIA Laminated $trend Lumber 03131,2023 No yes NLA WA I Alphe AJuminum Sold ttamp�VentcdAlumaum Soffltf Alpha Aluminum6ofid 6..M; Vented Aluminum OT13MO23 No Yes NO MIA 3 4 hot Is MTI6HS I 6 gs. t.. cormea.irpl.t., 1 2131=24 18 go high strength truss connector plate. 12131r2024 Yes yes Yes NfA MIA NJA N/A 4 TJ RIM Board Shudimil Composite Lumber or Oriented Stlenal 133MIJ2023 No Yes NA WA CMIJ &2mp; Wood 84fitt CMIJ 9-P. Wood SHEET NO. 6 M720HS 20 go. high strength truss plot. 12MI12024 yes Yes MIA N)A be rd Rhir Board 5 W.ym. ..or Rim B­d allanted Strand Board Rim Board 0313IZ2023 No Yes N,% IVA 6 T_lB. M718 is O. trusa Pelee I 213412M4 Yes Yec NIA N)A TL20; MT20 20 go. trus. plate. 12131=4 We Yes NIA NYA March 6, 2023 PA 1.1 +-1 Flodda Departent Of Business & Professional Regulation Peso 1 off Flodda Departrnerit of Business & Pofessional Regulation P.D.1 al1 Florida Department of Business & Piofessional Regulation Page 1 at4 Flodda Deparment of Business & Professional Regulation Pnfe 1 e11 Building Codes and Standard® 91a oxs Building Codes and Standards anaa¢12 Building Codes and Standards smor4ew Bullding Codes and Standei ((3 (3) V Product Approval Application Dertall Product Approval Application Detail Product Approval Application Detail Product Approval .Application Detail 0 ^ a n y . ... �.. , , , • . ... ,_*c r +, .. r ..,, -.... ,..: r,r�a.,„�.c�,-: , , .. -w ., -. .... ,. ., , I vim. . , �, m,. va ur ...,.X,,,. v,,,,. Y„ r .,.. .� 0L O L••• silif €a FDL4 � am Dars Paaaaa R& Enk kva 04 Dow WMP`adne 2*1 1 foub, err ow. A* Mh Pending PAR Gam! n8? her gy¢ gg� a) ibis. 11eR14n 1118na6Dlurer CoMaM gogimpr41:uponom VaHdalad BY 1141M1td. solusikkd FBCADoro+al Abkatl � T D VersionManuaaturar cgnil!g EaaMerJ, liketwt Yalidaled Br YHIdeMd Sub=fled FaCADDruval ADDrovW NI�@i 7,� version 'Maau6atuwt C�ii � EntiMn#Liaorrea den$Pndl lglidpbW err li waDra soltl FBdADpMvel AdartivYtl sloes 1}m Ltiesbn. 114nu601urar 09 BadMerllJcaMe Yalldslad Nr e w IVa ldaAd p A al Anurtwad � Aermnann 2MM71144023 Polls Joe HaydenHaytlen �ndl Window and boor JamesLBUOkner, P.E� 071141=20 07r2W2020 Approtsd Aflrmrtidn 2020 P41sC0rp0mtbn T-E: rm P LL 07H4120M7 Joe Hayden Oentll WIMlliY and Door Lu ,PE,. C 07114t2020 O7122t2020 Appmetl Aflrmsom xD20 Polio CPr n P0raf0 JoeN Wlndoward ODor: Hoyden James L Budaw, RE a �. 0TM412cm D77141=20 07/20i2020 Appivad Afrmallen 20M Polls co n JoeH ion Setup Women r T.E. LOnn•PE LLC rAOrado. old SGnpOre 0A74Yl0xD 0711.41Z02D O7nxrZD20 A.pp1»i d (D �j 1 *"*-:Windows Robinaon Man,16COUPrA94aclatlon CRUCH Engineering pw Cabe WMmds Robinaon ManulaawwAssoxatlon (561)848.8468 Crig4ry. Wlndowa Robxl ineai ManU%OOjrarAegatkal CBUCKEng1meering. r. owessowindows Robinson PEd1135 (561)8284458 � � 'P1 aubCatparlp Slrglo Hung (041)62140M (E61)481.99R7 BobCobBaY: Since Hung (941). 321•B0g8 aubGstapery--Flaad (541)T21.5= (581)49142027 SokGir"Wr.-Flee (641)82140M p \./ ♦`J _vJ � U) Gemplionm Nothel: CeMMaallon Mark or L mg pelloproduOli pproya.lope Gpaplioncs MDrbod: Car6floaGon Mark or Wating PGAPpraducapproraspl CompNPMe Msthdy: Ceriso0on Mork or Using pellowoomolappmralope 110.eam Camp11000 Mail EoaWaBmr Rew r'Oma. peNapodP0t9Pproral�pe FlomdaRegle�vevArchlkeok ore Llmnaed F9arlda 11acom •�•,r ` 1 CU � Tt Ils.mm ll&wm -., ProfefsionalEngmpla :G V - - r�.eartaNn : .. of 0 ,. F1di W awl Produat Model. Numbr erNae QeWIt.Aauanaa Prodad0watriaim Caxraak6relmHam AODroeM rer Use Oab in ?VH AeemaN tv Uao cftwo HO gula of Preen �E Presage it NumswarNane Product Deearletlan Cleared Aeeresed b Uae _ _ lieeiab, Pressure $NE Pradoat Mead Number w Nas' Pad aDeeariarian SbM6htAaluJ� �aatroet6rebaWnONe A6A' od5 r lit, in R)w Oubilb will Ltl01Ci yi 178Ma8 QmllhAaavarea y : as Y O �y- m� �'L1 O �L � O 1 2 8emes 10120 Hlgh PentormarNo Singk:HUng MW Single Hung Wed0w(42 x 721) 01702027 Olea1r2027 NO NO Yes Yes No No +50-90 +igs-w 1 2 Pak lO aeries 81nill Hung Window lO Hung Window 8e'xSir Mnyl Narflmpael Single Hung wMelow 091R2120RR Sr Mnyl Narilmpsct Hung Window 07MV2022 No No Y. yes No +4gW0 NO +45W 1 2 Sade 10220 Senile10 Viriyl Brad Wndow(W X 76') Vlrryl Besel Wn0bw(108•xe4') Orl15r2022 Orn&2C22 No No Yes Yes Ale NO +2(Y-28 +2&45 sea¢ Product Model. Numbs, WNW" Prodmosaadbtial coanak Ea0nifto Dab 1 10Berlas FlangeFkad 10 Serbs ird'FhmW Read Wlndax 051=031 Cu 2 0AL119L, � O 1 ■ LL • Seim 1Cr20 High Parrwnra arSingle Hung Mend High Parlarmance SInge, HungTwln Pass Serge SVS 34' x ales Yes No a 0KS02022 No Yes No +601-W O }e 9 sales 10r20 Single Hung corePsshe(T2 xBS1Fn Vinyl Hung Tdplacomimille(leg'x72') 0SnS1202T No Yes No +40140 a 4 Poch 10 Series single Hung Wncim lO Hung Window 54'[63" Milo N0MH .9odeIngls mg window 0YR)Mg22 AT 77 Vinyl Nonknmot Hung Window UrM912022 No No Yea +601.60 No +6W-M Salim IGQU Vlrryl Fixed Winow(Wx Goy ty n�+ G1.6 O ar''Bet�G �V O �f N Orl 4 Pals Swim Single x Single 0B12202022 No Yes Me 'W6eg ';FiABi84A'I�?ro � T'N Sense 1QI2091rgle Hung Ylryl Single Hung Triple Compadte1101-x53-4y 001280027 No Yes No all 9 Pa"109ar(8 mole Hung Window son x or Mnyl Norlftr t elm& Hung wincim NO yes No _ N 'CS CM W �U) E /11 O 5 6 $ilea 101R081ngle Hula Mmyl Singb.Hung TWln Campoa8a (568'xak.5') 08n812027 No YP6 NO +35F35 B 7 Pals 1g8erW.8ingb HungWnddv 88'xT8'Vinyl Non -impact Single Hung Window ETMOO22 10117I2028 Np Yen +Bpi.Bp Ind +e0F8p OmlitrAmurataa Aaerwnd Nr Una Aae ro Per Ueo Lity}pg( !� N d C' � •� +� /�J� �y ``�^1 V/ L San as 10220Sirgla Hwy Mrryl.9bps Hung' lwlnc0mposlW(7rx6w) OW1Si2027 No Yes No 191315 Pola 108org9 Single Hung' Window S2.1B'x 60'Vinyl Non -Impact SlrgN Hung WIntla9 E Pradwd Model. Number nrName Prodwi Oeeadaien �LgnfroetESnahatioa Dab mrHVHi Outside HYN2 Resident Piro" f d VJ ^ 7 $ Semen two Sings Hung $erles l(V20 SIrgIeHUPg YIN Blmgla Hung THpJeConp0ds (1pg'xSgSy 08(i6i2027 MrrylBlrgle Hung Window 0W17r292T No NP yes Yes No I'Bi +$W-36 +3yY-36 : pLa18�.NS-Pwpgb l" 1 Sens 10720 Vinyl easd Window (0P x78') OTf161x0Z4 No Yes NO +Z61.26 nn� N y1 d CL G, /T! - ~� O M Q 9 Samoa 1W20:aingieHure (48'xTT) Mny191ngle Hung Wlndw(4r xSR-1(2') 0W73i2027 No Yes No +3Ebyg :. ,: Awrarod : rnr :: Usa ABB!'laolforl : )mom 21do 2 Series 10120 Arry4Bxed Wmdow(105'xW) rind 0nl=124 No No Yes Yaf. No Ale. +RrL-Za +8W-60' y G O � 10 Ser1m10120SIn01eHung YIr0dSkgbHung Windcwlaw xa8-lrt) 060160027 No yes. NO }3&416 SN AWARknodd S earl Mnyi Wlntiow(so, x8pq. 07(18120Z4 W •-. v 1d Sad 10rx0 $Ingle Hung Mrryd Blrgle NO Yes No +38136 .$4M.d Pratlua Model. 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James L Buchner, P.E. a 0TM412020 VV14r202D 07/2012020 Appm"d Cakagory. Windows Rowmaon NanurselunerAssoxotbn 0BUCMEnginaering C*%*&y..Wndows Robinson PE44138 (601)52"455 Catpay. Exorbr Doors Robinson MankltuxurarAaaUold;on C13UCK Engiwaring. aubCabsay- HelguMal811der (641}az14aw 1ii61)421-BDD Muscatel Hniftntel Slider (641)tRl-a= iubCahgarr. Sllding ExtedorDwAssarri (6411 Rl-was (0S1)4g1.8027 6empgonra Method: Cer38dd10n Mork or Listing, geseprodactapprolsope Compboam, Matbede amiuxllon Heponymna eallaproduobpProYW®PD Cumplbnew NatW& Genial Mark er Using pallopmdualapPmralgipe Ile-M. Florida Ragla wad Arahlloot 0ra Lkbnsed Florida Ill 118.00. ,fit 1161A7 paidutH 0WIISf.AB8- Aaaaead ke use. Aeerewdi,v ue. )gIWOt go". i2811 Pmleaal-W Englnear R4Prod , ::: .., ... ,•,: ': :-:-. 91NIIO(BYJmti ADewsd IN Use e@grs�,d fo[1iN )WgiCl , 18flim ��. PreduM.kaedsl,Nunber er Haab Pmdua Mmdaim CeamakEraimlba H 2 Oats In VH fluatidaHYH2 n Raslefx t Press QualLbApugrgo Aaorewd fee Us. ADaamid For Uso I1 D wipe Awl PJAet IOWA NrenAar at Huse Piod,610esadmial CbelrMt ExalraUsn Osn in NVHZ: - Dull HVN liaalsfant ft4lfl1l. 1 series 100$11ding Window YlnylBilling Window(00L or XD, 7S-V2'..401) 031271202a No Y. NO +3S)+'10. span Praduat Mall. Nianbar':er Nam Pmduotoa llml r Oaiantk Exiraeleasab Will GubMe HO "IsimplonkPrimes m 1 Sens 1012OUS aiding Glass Over Mrry12~al-Cr aldingi Glass 0oor(W x as-) 110=1 No Yes No +2W-26 - - - 2 aenm Ia= SIIdng VMndox M"A Sliding Window MXar XO. 73faT as,) 0300C23 No Yes No +31. 1 Sens lO Skills Wlndow $eats 10 VWA Flanged Siding wlndo" 062612081 No Yq No WA 2 Samoa 101201289Uding{11pss Dddr Vlrryl single Panel, Fixed IV DMr(8klali(e, 34•151161 mlgea022 No Yes Na. '+SS13S a Serbs 10r20 Sllding Window Mrryl Sllding Mndm (x01(, 1GWx SO') MM02023 No Yes No +21 x S1-1M 4 sales IWOVIOlng Wmdpw g Mm/19Mlrg nMntlpw Q(071; 108'xa8'} D9r2712D28 No Vas Ale +86/-85 a Serlea10120rx5 BBtlingglasa Door Mrry42fwnN'QX'gldlry eras Dddr(71x827, 10(0Br2021 No V. No +3" 4 43wlo 1NZ0(25SWlmgOlass Door Vinyl Single Panel Fixed Door 47-lirs Ewgv09x No. In. Ale +250-26 96.1r2y (yWLhrApurwba ADaravN Far 7ba.... ADDra.ed For Uae [mom Orion _ 80 Produd ModAHumbs arNarM Prod d[bondlm CamtroakEaeheflen Dab inert YM Ouhida HYHt F*ipjm Praaun 1 Series 160 or Erxampoes OrAvarrd 910ft elm tloor Mrry124Wnal'0)r Wiling qrs Door @&IOT x 0B(2412MI No Yes NO +21!l 0 im 2 Series l eO Or Errcmpssa orAwmfsliding Glass Door V1,,A Single Panty Plnasd'O'Daar(81delfG 35.17r x 02H872032 No Yes No +40140 81-ir2y 4 Samm IMor Enwmpaee orJWwrJ SIVg CbaaOoor Mrryl 24pmel 1W Slkl Glass Ondr(77 z82') 0W00029 No Ves No +261.36 4 Serge 1M or Encompass orAvem881dirg Glass Door Mrryl Single Psnel.FludYT Door(BYJelfe; 47-1rrx 02MV2032 No Yen No +2e125 .ale-112� fl1YJ84f41U-Prerladn QmllerAauilm Aedrasod few Us, Aaeravik!fn Una bass iWO .: awl' Proxima Model. Number at Nana AmdouOeatdrrtian: CostmdRim"Irstion Deb ni RVH2.. Oumil HVgi kesiaunt phi 1 Sartea'160 or EnoornpasPorAvanuelding'Glass. Door Mry7241Ywhol'0k' Sliding Goss Door(95-112'u. 004202031 No. Yes No +25625 8 la-) 2 Son. 180 or Ensmpra orAwml SlldRV {ohm LkV YIrM single Panral. Flmd'0' Door(Sldalle, 3697rx DRIIW032 No yea MO +4w4o S1-irr) S Se1rlaLorErEpmpwss'orAvanuSlldagC'baaOoor MnylRfonsl'OX'.BlbingLamaleper(TltgT} 0 M412932 No Yes No 136,35 4 SWIM lag or Encornpma DAvantlSol :Glass Door Mrp4 Sings Pahl Fixed '0'Dour VJkal0b-47-1R".x 021162032 No. Yes No +28628 9rr112y > CU O 0 > 0- 0L O Q L� U O Cf) -�-� Ca m Q H O L W a z CIS � z J C SHEET NO. March 6, 2023 PA 1111 N Cn CQFF -r-. U _._ -r-+ L - • Simpson Strang-Tfe 2020 FBC Approved Products Updated 12 30l2020 - • ' Simpson Strong -Tie 2020 FBC Approved Products Updated dated 1213012020 pSimpson . _ Strong lie 2020 FBC Approved ProftuCtS U dated 12MI2020 p _ Simpson Strong Tie 2020 FBC Approved Products(DQ 'pdat rJo zo2o NQO OFor okect links to all SST approvals. listed below, CLICK HERE. FIX direct links to all SST approvals listed: below, CLICK HERE. „ For direct links to all 8STapprovals listed -below, CLICK HERE. , Fa' direct links toall SST approvals listed below, CLICK HERE W It m For additional Information regarding Floridan Statewide Product System Mlaml Datle Colin 9. g PP Ys. County Natiee of Acceptance MCA). CLICK HERE. P �- eForedditional information regarding Floridan Statewide ProtluctRpprovai Sys[emantl Mami Dade: County CLICK HE Naticeof Acaeptflna@{NOA}, RE a a dlCiOnal Infarmattorl re artlin Fip'Idas 8t tewlde Product R YOV&I tam: and Miami=DadeCount F atl g., g a pp .. bys. LI H Notce � Aaae lance: NSA . C CK ERE. y p. (. ) n a rl tl m man rdin Flodtla s Stat wide Pro u t R ro al S tam d MifiiYu-0e aunt F a dl anal for cN'i re a a d. c v an de G 9......9 PP ..YS. ,. CLICK HER O Notl a of Acce !erica E. c .. Y. p. (�). .f� V/ ♦� ^' /f1 W FL#2355-R7 FL#10446-R6 FLiMO456-R5 11 HUS, HUSC series hangers Face -mount hantO available in widths rangin fr*Oi-518" to 3- 9116" heightsAWing from 4.5116'to 11", � CIO -C/) and nel@#¢lange (D -0 0 Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model, Number or Name Product Description version (HUSC) arallable for models havin wiagaalgor r0 O _� O i 1 Titan Stainless Steel Concrete &Mason Screw Masonry (TTN-55) 114" diameter Titen stainless steel masonry screw 1 A21. A23, A33, AK A35, A44 Angles 1 BT, BTB, BTH Brick Ties g eaterthan 3 9t16'. co e14 J.►f -p m � O L O 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14; CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hang=vailable' dths rarogt?m l `t-749'to 3- 3 APB44, APB44R, APVB66, AP666R, APB88, APB88R, APB1010, APB101OR, APVB44, Outdoor Accents Post Bases 3 C514, CS16, G518, CS20, CS22 Coiled Straps 51B" and heights rang !g ft 1/4" to 16', s R r� y �.t t O L.L _ FL#9589-R8 APVB44R, APVB66, APVB66R, APV888, APVB88R, APVB1010, APVB1D10R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63SDS, LGU5.25-SDS Face -mount hangers Q d N � O �•� r♦� (a 4 APDJT2-4; APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVOJT2-6, Outdoor Accents Deck Joist Ties 5 CT5218 Compressionfrension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers a) d Co O > Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP; TSP Stud to Plate be 15 LUC26Z, LUC2107 Face -mount hangers y a 5 O 1 SD10112DBB Outdoor Accents Connector Screw 6 APHH46, APHH46R,. APHH610; APHH61 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3; H5, H7Z, H16, H16S, H16-2, H 16-28 HurrieaneTies 16 LUS series hangers "e Face -mount hangers availa le in dths rangy f �Yt+rRW 4- u ' Cn ( L 0- 2 SD9112, SD921Z SDI0112, SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 518" and heights ranging fr 3" to 10-15116" 3 cc U, (n O �- 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210; APLH21OR Outdoor Accents tight Hangers 9 HS24 Hurricane Tie 17 MGU3 63-SDS, MG05.25-SIDS; MGU5;60-SDS, MG05.62-SDS, MGU7.00-SD5 Face -mount hangers Cp y at CP ,� CU '-c^o Q 4 SDCF22434, SDCF22512 5[]CF22614, SDCF22700, SDGF22858,:SDCF22/014, Strong -Drive SDCP Timber CP Screw 8 BVLZ Brick Veneer Ledger ID _ _ HS82. SD51.5, HS82 2 SDS3, H882 3 SDS3;. HSS4 SDS3 Heavy Stud S11oe: 18 MIU sanes hangers Face -mount ern available in widths fir' i 1 5- g g o$ 80 . _ v J SDCF221134, SDCF221334, SOGF271966, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2; HST3, HST5; H8T6 Straight Straps 118 and heights ranging from 6-151 19-1 '. ,Cc 5 SDCP22434, SDCP22512 SDGP22614, SDCP22700, SDCP22858, SDCP22912; Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28,; HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers w a- SDCP221100,SDCP221134,SDCR271400 11 DJT14 Deck Joist Tie 13 HTSQISKTZ.HTSQ20KTZ Heavy Twist Strap 20 SUR.SUL SURD;SULCseries hangers Skewed face -mount hangers available inwidths ranfig9m1- 6 SDHR27400, SDHR27614SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9/18" and heights ranging irom 3-1/16" W*-3114'. 7 SD525112; SD825134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4; FC6 Framing Clips 15 LSTA9, LSTA12,. LSTA15, LSTA18, LSTA21; LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all'&uble SDS25500, SDS25B00, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; on y acute flange is concealed, 8 SDS25112SS, SDS252OOSS, SDS25212SS, SDS2530OSS: SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI; GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in vddths ranging from 1-9116" to 9 SDWF2716; SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, HIOA-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11-114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-RS 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L30, L60, L70, L90 Angles 22 MSTC28. MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model. Numbar orName Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC66B3 Pre -Bent Straps Sea # Product Model, Number Name Product Description 1 ATR3/8, ATRIJZ ATR5/8, ATR314 Threaded Rods 22 LS30, 1_S5O, LS7O, LS9O Skewable Angles 24 MSTI26, MSTI36 MSTI48; MSTI60, MSTI72 Straight Straps 1 SA series hangers Top flange hangers available in Wdths ranging from 1-9116" to 7- 2 ATU05, A7UD8-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16 MTS18 MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to 30". 3 - - BP318-2, BP112, BP112-3, BP5l8-.2; 8Pr�l8 3, BP3/4, BP314 3, BPRTUID3 4 .Bearing Plates 24 LS5J26LZ; LSSJ26RZ;. LSSJ28LZ; LSSJ28RZ, LSSJ21OLZ, LSSJ21OR2 Field Adjustable Jack Hanger 28 _ NCA2x1012, NCA2x12.12, NGA2x$ 16, NCA2x10 16, NCA2x12 16 Bridging 2 DGBF series hangers -r Top flange hangers available lnwidthsianging from 3 a18„ to 7- 4 CNW318, CNW112, CNW518, CNW314, CNW5/8-1/2, CNW314-5/8 Coupler Nuts 25 LSSR1.81, LSSR21, LSSR2 37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeabie/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 118" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66, CTU075, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RP522 RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangersavailable in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML28Z; ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SPB Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B; RTUD5, RTUD6, RTUD7, RTUD6 Ratcheting Take -Up Device 29 MMHG Hinged Roof Connector 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLU139, MMLU131I Face -Mount Hangers 32 SS1.5, SS2.5. SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to 5- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 Sr9, ST12, ST18; ST22, ST292, ST2122, ST2115; ST2215, ST6215, ST6224; 9T6236 Straight Straps 716" and heights ranging from 11"to 32-1/Z', 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30: T1336, TB42, TB48; TB54, TB56; T860 Tension Bridging 6 EGO series hangers. Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 1/2" Uplift Rod Run TledownSystem 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWI314 Wall Bracing 114" and heights ranging from 11-1f4" to 32'. 12 URS5 518" Uplift Rod Run Tiedown System 34 STC; STCT, DTC; HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106; WBi06C, WB126, W8126C, WB143C Wall Bracing and heights ranging from 8-112" to 28"_ 36 Z2, Z4, Z44 Panel Stiffen or Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1 W' to 7- 118" and heights ranging from 11" to 32'. FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5. 1/2 and heights ranging from 8" to 30". Sea X Product Model. Num tier or Name Product Description Sea # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-718" 1 DTT2 Hold-down Sea # Product Made], Number or Name Product Description 1 C13H2.37x55, CBH2.37x7.83, C131-12.374:75 Concealed hangers and heights ranging from 10-1/2" to 28"- 2 HDC1014, HOC10122 Hold-down I AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU DHU) and top flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQI 1 HHDQ1.4 Hold-down 2 DSC2R-SDS3, DSC21_-SDS3; DSC5RSDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116" to 3-9/16" and heights 7/8" and heights ranging from 7-117to 32" 4 HOU2, HDU4, HDU5; HDQ8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23.15116". 12 HGLTV senes hangers Top flange hangers available in Wdths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63•SDS, HGU5:25-SDS; HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14"to 33". 6 LSTHD8; LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42; HHRC42-2; HHRC411.81, HHRC44, HHRC5.25/325_ HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in vAdths ranging from 2-5118" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8" to 7- 9/18" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5116" to 12-718", 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50•SDS, HHGU5.62•SDS, HHGU7.00•SDS HHGU7.25SDS, Face -mount hangers 3-9/16" and heights ranging from 5-318" to 10 PAi18, PA123, PAI28, PAI35 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable.U.Hanger HHGU9.00-SDS 15 HUTF; HUCTF series -hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10. STHD1 ORJ Strap -style hold-down 9 TBE4, TSE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHU-s-).50110, Face -mount hangers 1/2" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24: TC26; TC28 Truss Clip HHUS7_25110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA21B-2, THA222.2, THA413, THA41 S. THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16", THAC422, THA426, THA422-2, THA426-2 1J6" to 5-1/8" and heights ranging from 4-&,V'tc 15-314". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1 81122, THAI2 06122 THAI2,1122, THA1222, THA1322 THAI3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.318" to 28". 13 THAL422,THAR422 Skewed Truss Hanger d double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1=9116"to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 112 and heights ranging from 540" to 32". 15 THJM2-4-SDS3, THJM2 5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to7-18 ITS series hangers Top flange hangers available in widths ranging from i -9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19.114". Concealed flange 518" and heights ranging from 9-1 W to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connecters version (HUC) available for all models having Width equal to or 19 JB series hangers Top flange hangers available in width of 1-9/16" and heights 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5-318" to 7.114". 10 HUC01.81/9-SDS, HUCQ1.81M ISDS, HUCO210-2SDS, HUCQ210-MDS; HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in Wdth of 1-9116" and heights SDS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.25/9-SDS, HUCQ5.25/11SDS, HUCQ610- ranging from 9-3H6" to 13-10'. SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 42/30/2020 EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/ OM20 t • Simpson Strong -Tie 2020 FBC Approved Products Updated 1MO12020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct links to all SST approvals listed below, CLICK HERE. . For direct tnksto all SST approvals listed beloar, CLICK HERE. . For direct finks to ell SST approvals listed below, CLICK HERE. For direct links to ell SST approvals listed below, CLICK HERE . ' ' - I - O CllCK HERE For additional information regarding F aide s Statewide Product Approval System and Marrs -Dade County Notice of Acceptance (N A}, t' .I IC.Sf HFRF aadditionalhfarmati r regarding Florida's Statewide Product Approval System Mami-Dade Can Notice of Acceptance (NOA). __. _.- __._. F information eg g pp ys County p { A} i O CI )Cif HFRF .Far additional information regarding n Florida's Statewide Product Approval System Afiami-0Dade Count Notice ar Acceptance N A). __. _. _ .._.._. eg g pp ys Y P ( -NoticeCLICK HERE ,� For additional nformaa n r ding Florida's Statewide Produce royal System and Manx Dade of information regarding e eg Approval Ys( ) 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-R5 18 SILBV1,56, 51LBV1:81, SILBV2 06, S/LBV2.37, SILBV2.56, SILBV2.68, SI1-13V312, Top Flange Joist Hangers 6 SET-XP Adhesive Anchorfor concrete ranging from 5-3M" to 15 1/8",: S/LBV3:56, SILBV3::62, SlLBV4.06, SILBV4.12, S1LBV4.28, SILBV4,75 SILBV5.50 6 Strong -Bolt 2 (STB2, ST62-4SS, STB2.68S) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sad # Product Model. Number or Name Product Description 19 SILTT20, S/DTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging trom'9-3116' 4o 13-118". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SiMST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, THD HMG, THD=H4SS, THD-H6SS, THD-CS, THD-CSBSS) Titan HD Heavy Duty Screw Anchorfor concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRSB HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 719" and heights ranging from 9" to 33 112". 3 HUCO210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP; TSP'. Stud Plata Ties stainless steel. or with countersunk head in carbon steel and 24 MEG51 MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THG82, THGB3 THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC. DTC Truss Clip Type 316 stainless steel U) 7/8" and heights ranging from 9" to 32-1/2'. 5 THG02-SDS3, THGQ3-SDS4:5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SD86 Joist Hanger 24 TDD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Titen HD Threaded Rod Hanger for concrete L. 118" and heights ranging from 9-1/4" to 24". TH050234RH, THD1O212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1/8". FL#11473-RS FL#13904-115 (D 27 28 RR WP series hangers, Ridge rafter connector Top flange hangers available in vAdths ranging from 1-9116" to 7- Sea # Product Model. Number or Name Product Detscription Sea # Product Model. Num bar or Name Product Description FL#16230-R8 1/8" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG; CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSGCCTQM5:50-SDSG,CCCQM3.62-SOSG;CCCQM462-SDSG, Sea# Product Model. Num bar or Name ProductDescagtibn 3 H18, H16S, H16 2. H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETAiB HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP Ei•HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.5OG-KT, ECCLRQM03.62G-KT, ECCLRQMD4.620- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product, Model. Numberor Name Product Description 6 HGAM10, HMO Masonry retrofit connectors KT, ECCLRQIUIDS 50G KT A Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry }n,+ 1 ABA44 ABA44R, ABA46, ABA46R, ABA66, ABA68R Adjustable Post Base 7 HHETA16;:HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25; HGUM550, HGUMTOO, HGUM7.25, HGUM9 00 Heavy Masonry. Hangers 5 Titen 2 gTN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ASU44R, ABU46; ABU46R, ABU5•5, ABUaB, ABU65 ABU66; ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3•$D82.5, LGT4 SDS3 Gvder Tledovvn 4 LGUM26.2, LGUM26 3 LGUM26.4, LGUM28 2, LGUM28 3, LGUM28-4, LGUM210 2, Masonry Beam Hangars 6 Ttten HD (fHD•H4SS, THD H6SS, THD C565S) Then HD Heavy Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010 ABU1010R, ABU1212, ASU1212R - 9 LTA2 Lateral Truss Anchor LGUM21D3 LGUM210 4, LGUM48, LGUM48, LGUM410 or 316 stainless steelvAth hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z. ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, MEfA20, META24, MEfA40 Embedded Truss Anchor 5 MBHA3.1219.25, MBHA312/11.25, MBHA3.56f7.25, MBHA3 561g.25, MBHA3.56/11.25, MasonryTop Flange Beam Hangers countersunk head. z Co 4 AC4, AC4R, ACE4, AC6, ACBR, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56/11 88 MBHA3.56114, MBHA3.56/16, MBHA3.56M 8, MBHA5 5W.25, 7 Titen Turbo (TNT) Titen Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BC52-214, SC82-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Tvdst Strap for Masonry MBHA5.50/925, MBHA5,50/11.25, MBHA5.50111.88. MBHA5.5Ofl4, MBHA5.50116, 6 Ca44, CB46, CB48, CB66; C888 Embedded Column Base MBHA5.50118 ct 7 CBSQ44-SD52 CB5Q46-SDS2, CBSQ66-SDS2. CBS085-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.5619.25, MSHU3.56111,25, MBHU3.56111.88, MBHU3.56114; MBHU3:56116, MBHU3.56118, MBHU5.6019.25, MBHU5.50/11.25, MBHU5.50111.88, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with WI ranging from 3-114"to 9.112" and FL#11496-RS MSHU5.5O/14, W2 ranging from 3.518" to 7-112" MBHU5.50116, MBHU5.50/18 Sea # Product Model Number or Name Product Description O 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-1 /4" to 9.112" and Sea # Product Model. Number or Name Product Description 1 X3481016.5K, XiS1016, X7 B10164K, X01 S1016, XQi B1016.4K #10-18 Strong -Drive X Metal Seff-Drilling, Tapping Screws with #3 L W2 ranging from 3.518" to 7-112" 1 DTT1 Z Deck Tension Tie Drill Point 10 CPT447, CPT66Z, CPT887- Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-R6 2 XLQ114Ti224 XLQ1 14B1 224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 12 EPB44A, EPB44, EPS46, EPB65 EP84Z Embedded Post Base Embedded Post Base 3 4 HD38, HD58 HD78, HDOB HTT4, HTTS, HTT5-314 Bolted Holdowns Tension Ties Sea # Product Model, Number or Name Product Description 3 XMQ114S1224 XMQI 14B1224=2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 912-24 Strong -Drive XM Medium -Heat! Metal Self -Drilling, O 1$ LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B. LTTI31 Light Tension Ties 1 SDW22300, 5DW2ZM8, SDW22438, SDW22458, SDW22604 5DW22600, SDW22638: Strong Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCOZ Light Post Cap SDW22634 SDWC 4 XQ114S1224 XQ11481224-2.5K, X114S1224, X0112S1224 XQ11281224=2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with'#a Drill Point (, 15 MP8447, MP866Z MPB88Z Moment Post Base 2 SDWC15450 SDWCISBOO Strong -Drive TRUSS Screw 16 PB44, PB44R, PB46, P666, PB56R Embedded Post Base FL#13628-R8 3 SDWH1930008, SDWH19400DB, SDWH196OODB, SDWH19800D6 SDWH1910000B Strong -Drive SDWH TIMBER-HEXSorew 5 XU34S1016 XW34B10165K #10-16 Strong-Dnve XU MetalSelf-Drilling, Tapping Screws with 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G, SOWH27600G, SDWH278DOG, SDWH271000G, SDWH2112DOG Strong -Drive SDWH TIMBER HEX HOG Screw #1 Drill Point V 18 PBV6. PBV10 Round Post Base Sea # Product Model. Number or Name SB1x30. Product Description SB Anchor Bolts 5 6 SDWS16212, SDWS16300, SDWSI6312, SDWS16400 SDW519600, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22600: Strong -Drive SDWS FRAMING Screw Strong SDWS TIMBER Screw Grade) O 19 PC44-16; PC46 16, PC48-1I6; PC64-16, PC66-16. EP044-16, EPC46-16, EPC48-16,. EPC64-16; EPC66-16 Post Cap 1 2 SB518x24, SB7/8x24 SSTB16, SSTB20, SSTB24 SST628, SST834, SSTB36, SSTB16L, SST82OL, SSTB24L, SSTB Anchor Bolts SOWS22800, SDW522900, SDWS221000, SDWS221100, SDW5221200 SDWS221500 -Drive (Interior FL#35320-RO L� 20 PC4Z; PC4RZ, PC5Z, PCBRZ, PCSZ, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ EPC8Z, Post Cap SSTB28L 7 SDWS22300DE: SDWS2240OD6; SDWS2250DDB; SOWS226000B, SDW522800DB, Shong-Drive SDWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB Sea# Product Model, NUmbar orName Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43 5 DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector /11 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730DSS, SDWS274OOSS, SDWS27500SS, SDWS276OOSS, SDWS278OOSS; Strong -Drive SDWSTIMBER SS Screw 2 FCB43.5: FC645 5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Faed-Clip Connector V�J SDWS271000SS, SDWS2712DOSS 3 FPHSD34SIO16, FPHSD3481018, FPHSD34B1016-5K; FPHSD34S1214, #10-16 and #12-14 Strang -Drive FPHSD Framing-W-CFS Self - Sea X Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Screws ICU FL#10866-R5 1 CMST12 CMST14 CMSTCI6, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex•Head Washer 4 LSFC2.25 LSFC4 25, LSFCO25; SFC2,25, SFC4.25, SFC6.25 Steel Framing ConnectorCn U 2 HRS6 HRSB HRS12, FHA6 FHA9, FHAl2, FHA18, FHA24. FHA30, MSTI26,-MSTI36, Straps 97 mil (12 ga) 5, LSSC425, LSSC6 25 SSC2.25, SSC4.25; SSC6.25, MSSC2.25, MSSC4 25:..MSSC6.25, Steel Stud Connectors Sea # Product Model. Number or Name Product Description MSTI48 MSTI60 MSTI72, S/MST27 SIMST37, SIMST48 MSSC425KW MSSC6.25KW C�Ivr 1 FJA; FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#1.5363-R3 6 RCKW3; RCKW5.5, RCKW7 5,.RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18 MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SC843.5, SOB45 5; SCB4T5, SC649.5, SC8411.5, MSCB45.5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46 8, GH48 M. GH48-8, GH410-6, GH410-8, GH66-6, 01-166-8 GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12 LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122 ST2115: ST2215 Straps 33 mil (20 ga) Seg # Product Model Number or Name Product Description 8 SCS32-5197, SCS62-5197 SCS52-5fl18, SCS82-5/118 Bypass Framing Connector 8, GH610-6; OH610.8 6 LSUSH3.25, SUBH3 25; MSUBH3.25 Bridging Connector 1 AS IS. AS 18S5 AS 1895 16 ga Truss Plates 9 SCiM3 25, SCWS `a Head -of -Wall Slide -Clip Connector 4 GL85A, 01-6513, GL55C, GLB51), GL67A, GL87B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8 25, SJC1025, MSJC8.25, MSJC10.25 Steel Joist Connectors L� 5 GLBT512, GBLT812, GLBT516, GBLT616, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light TwviatStraps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector O ICU 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy GirderTiedovm 10 MSTC66; MSTC78, ST6236 Straps 68 mil (14 ge) Screws W 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MT818, MTS20, MTS30, MTS24C, MT830C Medium Twist Straps 13 XQ1SIO18 XQ181016-4K, X01S1214; X0181214-35K, XQ78S7224, XQ7661224-3K, 410-16; 412-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 Sf81.56, S/B1.81, SU2.06, S/B2.37, SIB2.56, SIB2.68, SI63.12, SiB3,56, Si63.62, 5I84.06, Top Flange Joist Hangers 171-015730-114 XQ114S1224 XQ114B1224-2.51<; XQ112S1224, XQ112W224-21K, X34131016-SK, XIS1016, XIIB1016.4K, X1S1214, X1BI214-3.5K Tapping Screws Q SfB4.12, SiB4.28, 5164.75, 5185.50 Z 13 SIBA2,12/8, S/BA2.12/10, S/BA2.12/12, S1BA2.12114, SIBA4.1818, SIBA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description J SIBA4,181i2, S/BA4.18/14 1 ET -HP Adhesive Anchorfor concrete Z 14 S/H1A Hurricane Tie 2 GAC,' GDP, GDPM-50,GDPM-75,GDPM-100,GDP$,GW50 GW-75 GW-100,GTH Gas -actuated fasteners and assemblies Q 15 S/HD8S, SAH08B, S/HD10S; SIHDIOB; SIHDiSS, S/HD156 Holdowns 3 PDPA, PDPA K, PDPA-MG PDPAT, PDPAT-K, PINW, PINWP, PINWP W PDPAWL, Powder actuated fasteners, threaded studs, and assemblies 16 SIHDU4, S/HDU6 S1HDU9 S1HDU11 Holdowns PDPAWL=MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. March 6, 2023 PA 1.3 .r-iMi Il _ _ - - _ _ 1 - _f�llelr�iamiFlFRf.Ri511r1iiEillimAri'ttPBarlPfililifrlA:R7�I11�11I�t�YwNfiF� _+_j (D (D 041AMV 3A1AX0-1X&DECQUWTY FF., PGT Indnstries, Inc. PGT IndustHes, Ur a) >= 2 CD_ PRcoucTcm=oLsxc;-TmmN PGT Industri". 1ne. a) CD 0 2 - I INS SW'16,Sree� Racta 204 NOTICEOFACCEP N WDIENCtSUB T X"CE JEN NOTICE OF,., LICCEPTAINCT,: EVIDENCE St MMMYED M -0 DEPARTMUff GF REGULATORYAND ECOINCOMC FXS1Q1tRM PLER), _*Akm� 71&T�- 33115-2474 amum mw c oDF_ Anmwsm4nawnrnm,,q- T(786)3VIS-2-590 FC736)315-2599 OF, ACCEPTANCE: EVIDENCE SUBAUITED C2 Cn NOTICE OF'ACCEFT-A-NCE (_No�k) 1. Evidence submitted under previous -N,,O.A A. D R A X VT q C��,S B. TESTS (continued) D. QUIAM Y ASSITRANCE L Miami Dade Department of Regulatory and Economic Resoumn (RER)_ C), Gi A M -M U) (D 0 FGT Industries, Inc.. 1070 Technc4ogy Drive. L Abuffacturees die drawings and sections. 5- Tt%trepofton 1) Air ItfiltratieffTest, per FBC, TAS 2022-94 'Co 0 0 North Venice, FL 342175 (Submiffeg tinder IYOAX& 11-01OZ #4) 2) Umform, StaticAir-Pressum Test, per FBC� TAS 202-94 E. KkTERILAL CERTMCATIADINS C,4 X- C, 0 — 0 U_ S COPE: 2- Drwarigg No. 3M-5570.0, titled �Ymyl Sliding Glass Door NOAL W% sheets 1 3) Water-Resistame Test, per FBC, TAS 202-94. 1 - Notice of Acceptance No- 1," 528.14 iss� toVisiori EldnLsiouLhcuited for �2 0 4­0 L+_ M M This NOA is bekgissuedunder theiapplicable rules andregulations govening the use The thmugh 21 of 2 1,prepared by manufacturer, dated IM5115 with revision A dated 4) Lmr Missile hupact Test per FBC, TAS 201-94 -1%%4te Rigid PVC Exterior E=usions for Windows and Doore-. dated 08, M 0 > docutrieritatim submifted has been reviewed and accepted1by Nfiami_Mde CountyRER -Product Control Section to 04Y05,47, signed and sealed by A. Lyim MOff- P-E. 5) Cyclic Wind Presmm Loading per FBC, TAS 203-94 expirmg, on 09,13M9, -, e C/) Cn Mug 6) Foxed EnhyTes( per FBC TAS 2021-94 I 1 Notice, of Acceptance No. 16-02018 issued to Vision F-vn isimIL;mifted for t . t -,, -% !E M 40 M TlusNOAshallnotbev-&dafter the expilratim date statedbelow.The Miaini-Dada Coimty Product ControtSec�on 13'. TFISr's in-stallation diagram of vinyl slid g along withmadod-up drawings and lh% door, pmpared 100 0 Tan 2,192 and lighter Shades (Non -White) Rigid PY C -Exterior Extrusions f cr. 'Almdows —dated _+-I P— -0 cn < (in Nfiam Dade County) andlorthe AM (inareasodwthanNfiamiDade-Cenzy) reserve the night to have this Test, FBCr TAS 262,04 L Test wpm an 1) Uniform Static Air Pressure per hly F fte'sliation Testing Lab- No- FTL &549�, dated 11,4)6115, signed and and Doors 12011.6- expiring on 12129f2l- product or toperfbij�un 1he accepted 2) Large, Mjs� hapact Tem per FBC, TAS 201-94 Sialed by Idahms 011'egaLP, E, (Test report -revised aft, 12MMS and 02/1 V16) 3- Notice of Acceptance No. 15-05:21915 is �,, to Vision F-mrasion. 1�:m�ited for, "Brown 3) Cyclic Wind Pr esswe Loading per FBC, TAS.103_94 6� Testreport on 1) Air Infiltmtion Test, per'FBC, TAS 202-94 Coated (Painted or Laminated) NV71the Rigid PVC Exterior EVInsions for suspend the . use of such product of material within their jarisdicti4m. RER reserves the 6&t tG revoke this along withmarbed-up drawings. and installation diagram of vinyl sliding glass door, pvepatM 2) Unifonu Static Air Pressure Test, per IFBC. TAS 202-94 'Mindows and Doors". dated 0&113115. expiring on 09130.11-0- acoeptance� if it is determimed kyMami-Elade County Product Control Section that flis pmduct: ormaerial. fa ils to meet the requmments; of tlie applicable budding code- byFenesintion Testing Lab, Inc, Test Report No- FTL 8717- dated 17M 7.115- M and - L 11 , gned 3) Water Resisr� Test. = FBC, TAS 202 -94. 4. Notice of Acceptance No- 16-0712.02 issued to ENEK1GI Fmcstnition Solutions tTSA, This product i& approvedas describedhemin andhas b'een designed to comply %-A. ihe Florida Budding Code scaled by Idaln�s Oiiqx R E_ (Test report mised on 02JI546 and 01-24116) 4) Large Miss&- kW Test per FBC, TAS 201-94 lw� for their 'TAN 1040 and Lighter Shades (Non -White) Figid. PVC Exterior incla dimg the Hil*L Velocity Hunicam Znr- Lkrat�M Test t, per FBC, TAS.2(Y2 _94 Test rq�ort 1) Air Inf 2, on 5) Cyclic W adingper FBC, EAS 203-94 ind Prmwre Lo Exn-usions for Windewsand Dom" dated 09115116- le)�g M 02*412 1. CRIMON -iny] SUding Glass Dobr (Reinferced) w?wo,9* & DES SerjeS 5-47M 770- 1 1354 comers-L-ML AS 202-94 2) Uniform Static Air Pre%jre per FBC, T along v, marked -up dm-mgs and installation diagram of vinyl sliding glass door, prepared -Notice of Acceptance No- 16 -0 712. &4 issued t o ENERIGI Ftnestratim Solutions U SA, .AYPROV-AJ, DOCIM,�ENM Drawing No.MD-5-970'.0 Re v B, titled "Vin34 Sliding Glas s Door NOA gM)". shees 3) WaterResist=be Test,per FBC, DkS 202-94- by F_eflegft�on Testing Lab, Test_F Inc-, Qepojt NOL . FTL 9552-4ated- 12/04115- signed and Inc for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exttrim- 1 fluough.21 of 2, t, preparedbyinautfaciurer. dated I WOM Sand List re.Ndsed on. 0210'V2 1, signed and scaled by 4) Lwge Missile,Impact Test per FBC.TAS 201-%, sealed ky I"MiS orteg;� P� E_ (rest Yq),oA IEVI- �ed On 02"ILSaG16) -usions for Windows and Dom-s" dated 09,115116- Exft expiring on 04II&M. A. Lynn Miler� P.E., bearing the Nfiami-Dade Coualy�Prcduct C=tral Revision staup with theNotice of Piesmot Loading per 5)Cychc Wind FBC TAS 203-94 7. Test report on 1) Unifurin Static Air'Pressure Test,. per FBC,, TAS,202-94 6., Notice of Acceptance No,. 1"712.43 issued to ENERGI Fenestration Solutions USA, -White, Acceptancenuaber and expiration date by the Mami-Da& County Product Control Sec&n. 6) Foxed Entry Tk%t,,, per' P:P, TAS -.202-94 2) Large Missik, Imp2ct Test per FBC, TAS 201-94 Inc for their RWd PVC Exterior Emisions for Windows and Doors" dated Z MISSELE NTACT RATING: Largt and Smalftllissfle Itapact Resista at along wfthmadwd_�p drawings and installation diagram of vinyl sliding ghss door, pTqmrd 3) Cyclic Wind Presmw Loadingpff FBC, TAS 203-94 0911G,117, expitingoii.012M& by'Fenestntion Testing lab, Inc, Test RfportNo_FTL 9546- da signed and along uith marlmd -up drawings and fimWlatim diagram of vinyl. sliding glass door, piepared -M-7SY2(A)., 10-06-MO52 7, 535753-0.9.. per-ASTME-94, T test rqMs No(s). 10 2 Limitations: I - See tab le I (sheet 7) and table 2 (sheet D for applicable SGD wut sues, desugp pressures, reinforcements t� pes. sealed by Idalmis Ottega� P_ E., (lest reportLreVised on 01,%,16 and 0211 M-0 16) by Fenestration Testing Lab- Inc., Test Report No, FTL 6639 (samples A-1 thru A-22), dated ASTUD 1929 and ASTMD-63 5 .. issued by EXOVA to Vision F-mision for celh4osic glass types., sill riser (sm tables B-1 & 11-2 -sheets 7M), and anchorlayout sheets requirements in I I thru 16- 1 Testrepwori 1) Air Infiltration Test. per FBC_ TAS 202-94 11119110- signed and sealed by Jorge A- Causa, P. E_ (SUbMh& -Ti dL.Vftjf 'V0�42'V.Q.11 iaI con4iosite mater 2. Rip �d White FVC- Tan (Non -white) RigjdYVC andBrovm coated (Paurtedorlammated) white Rigid 17%1C to be 2) Uniform Static Ak Pressure Ted, per FBC, TAS 2022 -94 .04) (SubmUted underA10A.-Yo. 11-01#7 041 Z labeled per refirenced-NOXtrequirements. 3) Water Resis� Test; per FBC, TAS 202-94 8 Test report ort 1) Air InfiltratminTest, per FBC_ TAS 2202-54 9- Nlotice of Acceptance No. 14-0916.11 isswd toKwaRy America., Inc. for their 3- Egress operabledo'Ns mmt complywilh min cle earwidtliorhi�gghtper,FBC requivementas applicable� arge Missile ini -94 4)L 113�� TW per FBCr TAS 201 - 2) U136MM Static Air Presme Test, per FBC. TAS 702 -94 "SmtrvGlas-1- (Clear and N�Tbfte) Interlaver',,expidng ort 07,*4118. 4� Pocket wadhundn separateapproval, to be reiieivedby1ludding official 5) Cyclic V6md Presmire Loa4ing per F3C., TAS 203-94 Water Resistance 3) St. per FBC. TAS 202-94- P. Natice'ofAcceptaace No. 16-111 Americk, Inc- fortheir 7M issu�d to Kuraray LABEIM iG: Each nitit shall bear -a Cjj�r. Statff 'andWrieSLaM pemiarient label WA the mannffictunes nam or logo 6) Foxed Eatry Test per FBC, TAS 202-94 4) Large ML &;fle ln�"ct -94 Test perFBC TAS 201 "TraM618, 11traclear. Clear and ColorPYB Interlavers-, on 07, & expffmg 10 19 following state�.'%&ami-Dade County ProduclCobIrd Approvedl%noted herefiL along with Madmd-up draWings and M92MM diagram of virtyl Sliding glass door, prepared 5) Cyclic Vilind Pressure Loadingper FBC, M S 203-94 W Rr-N-EwAL of this w_0A shall becomder ed after a rem%W aWlicabon has betuf ilodand there hasbeerino. by FeciestMion Testing Lab, Inc., Test RepoftNo-M 81-547. dated 1104115, sigiiM� and 6) F� t;St_ er FBCL - TAS 202_" X�'Entry T F. TATENIEAI�TS F S changeinthe app1h-&1ebuAdiqg codenegatively aflectiti ormawe of this product _g the perf sealed by Id2hnis Ortega, P. E. (Testreport revised on 02,4511-6) along withmaiked-W drawings and installation diagram of viayl,�liding glass door�, prepared, L Statementlefter of confonnance with FBC-54fll Edition (22014) and FEC40'Edition TERMN.MON of this NOA-%-jR oc cur Af tertheexpiratiort date or if theiehasbeea 4- Test report on 1) Air InSti:ation Test � per FB C_ 1AS 202 -_04 by Yenestratio�n Testing Lab, I=- Test Report No- FTL 63 3 7 �samples..A- I thin A-5), dated (12017), issued by manufacturer, dated 08114117� signed & sealed by I�ynn Alffler, PE_ materials, use. an&ormami&ctmeofthepfod=Lorproce--&- Misuse ofthis NOA asanendorsement of anyproduct, 2) Uniform StaticAir Pressure Test, per FBC_ TAS M-94 12/06110, signed and sealed by Jorge A- C-auso. P, E. (SWhmifted under IM0.4 Alo. 11- 2- Statement,ketter of no financial interest, dated DVI 94 7- issued by manufkturer 6gned Mi for sales, ad%, ertism or = y oderpuposesshall automakcallytermiva*this NOA. Failure to, comply-yi� any 3) Water Resistance Test, per FBC, TAS 202-94 - & Se2led by Lynn Nfillff� sec tion of thL- NO kstud be cause for ternination and rem val 0 f N0A_ 4) Ixge Mm*lmpad Test per FBC- IAS 201-94 3- Lettuof lab coippliance, pat of the above test reports. -ADNT-RTISEMENT. The NGAnuaber preceded by &e Words Mami-Da& County, Florida.,_aW foliowedby the 5) Cyclic , Wind Pressiair Loading per FBC, TAS 203-94 C. C.A.LCILTILA-HONS 4. REK Test, Proposal No� 17-0387- dated 05.,95,117, Mgned by Ishaq Chmda, P-E expiration dafe maybe displaytd in adverfisingliteratime.. Ifanypolfionof theNOAls dis I played, then it shall be 6) Formd Entry Test, per FBC, T_kS 202-94 L Awhor verification cakulations,and s=hff 21 analyss, conVlymg with FBC-211014, done in, its e&tirety. along with marked -up drawings 2ad imtallatim diagram of vinyl sliding glass d00r_ prepared I gnedandsealedby prepared by P GT_ d ated 12M11 54nd last revised on 02,1 54 6- si G. OTHER MWCTIONN: Xcopy, of duyentire N'OA shaU beproli&440 the uter by*e. and byFetiestratipaTesting Ljk_ Inc., dated,12104,115- signed and _ fride -1 � Aa&=yL,M_Uer, RE. (StibmMed rIVO. -Xa. 15-12M.,04). 1, Notice of Acceptance No. 15-1210XI, issued to PGT Ind for -their series shall 6e available rbrinVetfind at thejob site at file n­xpteigtof the. Build* Official. sealed by Idalmis Ortega,?, E. (Test repostre%rised on. 0 1,1"16 ad, OMA 6). I 1, Glazing, tan*bes with A-STNEE-1300-00- -555 710)2770- Vvry,1.%hftg G4= Dvor Meia, f o rced) - L.M—L" ff�pm­ g on, 04/14/221 Tbis"NOA revise5 &renevrs NOA#20-0429.05 =d consistsof1hispage I and evidence pages E-LE-2, E,3_ E-4, E-5 & E-6 as well as approval documeut ax�nfioned abovv_ The submtted doc usiventatioa was mie% edby Ish" I Cha nda, PX� lAaq I Qmmds, P.E I-Aaq-1 Chands, PZ Ckad., P.E. Product Control 17-mt -Simpen-isor Product C-ontrol'vah Supervis&r Produe-t Control Unit Suparvisar —0.3 Nio.,21-4205.03 NO-k N*4 21 NOAL No. 21-0205103 couwry 1xiArafiqa%t*. April14,1026 ExpirationD-atet AprA14,1026 Expiration Date- April 14,2926 I'l, Approval Date -Us rch V-5, 2021 �Worgl Mte- March 25, 2021 ro.f:al ])ate], ?%,fare:h 2_;,, A" 102, Appip r a I Da te. Ila rc h 25, 210 2 1 PGT IndustrieL Inc. CGI W,'mdows and Doors, Inc. PGT Industries. bit. NOTICE OF ACCEPTANCE: EVIDENCE SUBMMTED NOTICE OF ACCEPTANCE: EN-ME'INCE SU13WITED NOVICE OF ACCEPTANCE:EVIDENCE SUB 2. Evidence Submitted under pm-kims submittal E. MATYSIAL CERTIFICATIONS (coutinue) 3. New1vidence Submitted 5. Quanqz Part Suver S-pacej L .8tandard �omplying with ASIM C5 18 Tb&rmal Conductivity A. DRAINT INIGS 0-891, BTU-W, hr.-ftk--f, ASTM F I W�r�R­Pass. ASIM D3985""ssi, ASTME A. DRANMN G I S 1. DrawmgNo._AM-5570.0Rei-B, tftled"VinylShdingGIMLDcaNOAW', sheets 2196 I_G_ Durability -No Fog -Pass- (SubndheW nnderpres*us INTOAN'o. IM4,09.05) 1. Drawimg No. AM-5570.0 Km- B, titled--Vin NOA a, IVI)", sheets'l yl Sliding !Gj2MLDe4x I ffirough 21 of 2 1, prepared by nunufactwer, dated 10,05il 5 and. last revised on , through 21 of 21, prepared bynunufamm, dated 10/05/15 and last ­remised on 0101.21- 04,22, 2,12 0, signed and sealed by A - Lynn Miler , RE. 6, Quanck Part Duraseal complying, with ASTM C518 Thenrual Conductivity 2_22 BTU -in,' signed and sealed by A_ Lynn MMer, P_E_ hr_-fF-`F, ASIM F 1249 AWM-Pass. ASIM D 1434 Argon Permeancre-Pass, ASTM E -in Note- This rn-ision -consists repLwemmt of same existing installation screw v.-dh flat head- B� TES I'S 2118-0 LG_ Dumbility-No Fog, AS-IM E, 546 Dew Point Develqpmmt -200F 48 hrs- 1. Test reports on: 1) Air Infiltration. Test, per FBC, TAS 202-94 (Subm ifted n n der NO-4 IN& 15-0 -469. O�)4 2) Unifom Static Air- Press= Test, Loadingper FBC, TAS 202-94 2 7- Vision Extrusim& Ltd- Parts complying with PVC-AAMA 303-13- Voluntary Specification B. TESTS 3) Water Resistance Testper FBC 1, MAS 2022-94 far Rigid Polymyl Cliloride (PVC) F-iterior PmfAm f or V i-on Ddrmons, Ltd .. -VEX- I by 1. Now- 4) Imp MissileImpact Test M FBC, TAS 201-94 AAMA F enestratim Exterior Profile Cifhfization Program- fSubivived un derX0 4 jVa 15- 5) Cyclic WindPAwure Loadingper FBC, TAS203-N C4 CALCULATTaNS along with marked -up drawings and diagram of all PGT Industries, Inc- 8., V&_ EAnislDris, Ltd- Parts comp with PVC-�kANIA 3 03 -1 lying 3- L Now� representative units listed below and tested to qualify Dow0 791 and Dowsit 993 siLcones, (Subiff Uted iinderlY0.4 X9.15-0469.05), prepared by Few �slration Testing 1.ib"atory, Inc,,- Test R&pofts No-- 9- PVC­AAMA, 3,03-13, Voluntary Specification for Rigid Chloride (PVC) Eiderim D. QUI -41 MA SS SCTRAIN C E CD YTL-7897, PGT PW5520 PVC Fixed, Window (imit 6 in proposal), date&09103! 14 Profiles for Vmm F_dm4ons, LtdATEX-1 by AANLA Fmr&2fion Extenar Profile 1. Nfiami-Dade Departramt of Regulatory and Economic Remures MM)- FTL-:20-2107.1. PGT SGD780 Aluminum Slid' Glass Door (unit 7 in proposal) FIL-20- Ing cer tif ication Progratm 2107.2,PGTCA:74OAhm Outswing Casement Window (unit gin proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Euffgi Feuestrafim Solution, USA, Inc. for E.. K1-TERL4,L CERTIFICATIONS. 2107.3, PGT PVT7620A Aluminum Fb" Window (unit 9 in proposal) and FTL-20-2107.4- their "Tan 3040 Ar light shade (non -white) N%I& Rigid PVC Exterior Extriisions for L Notice. of Acoq7tance No. 19-0305.02 issued taKurarayAn*rica, hw. fortheir > PGT M620A AAnninum. Fhmd Window Omit 10 in proposal) dated 07113420- all signed Windows and Doors�-, ex-piriagonW-1104M. "Trosffoll, 11track-ar, Clear, and Color P`N7B GIas;Inter1ayers7-_ OTiring on 07108P, 4- 0 and scaled by Idalmis Ortega- RE. 11- Notice of Acceptance No. 1"122.02 issued to Fmeq# Fenestratkm Solution, USA- Inc, for f tbeir 2. Notice of.Acoeptarice No. 17-080&02 issued toKuraray America, Inc. of fficir-sienies el%itelligid. PVC Exterior Exhits6as for Riudm mid Dool-37- expiring on 'SentryGlasl, (Clear and Rlite) Glass Intedayeii" expaitig on 071/04)23_ > C. CALC-ULATI[ONS Cr2/2&123_ 3- NZ ot ice. Pf Acreptan ce No. 19-110 6. 10 issued to Visi on L Extrusions Li I mited, for tbar "Brown CL 1. Anchor verifikation calculations and structutral analysis, C011431Y* wi1h,FBC 7a ll� Notice of Acceptance No.,.2," 03 issued to Energi, Fenestration Solution, US A, lot- for Coated (Painted or Lawktated), %litte, ftid PVC Exterior Extruskus for NV, Mows 0 Edition (2020) dated 04/122P20, prepared by manufacturer- signed and sealed b y thek"Bronze & hot shade, cap �Taated NAWte kigid PVC F-vterier Extradons� for and Doors' expiring on 09130P.4 AnthonyLynnNMer, P_E_ Windows, -and Doors�"_ expiring on 04/11625- 4- Notice of Acceptance No- 18-1106.11 issued to Vision Extrusians Limited for thur series 2- Glazinj coinphes with ASTM E1300-04, -eg, -12 and -16. "NT- 1000 Tan 2 02 and 11ighter s I hades ffon-Allite) Rigid C ellular PVC ExteTior D. QUAI XM T AS STETFLANNCE F. STATE-MEN"TS Emmsions for Windows and Doors7_ expiring on 112K 1. Miami -Dade Depaitraent of Regulatory and Economic Resources 0MR.). 1. Statement- letter of conformance to TBC 711 Edition (2020), dated 0+21,20. issued by ped and sealed by Anthony Lynn Miller, P �E� manufacturer, si `TS, F, STATEMEN E� MATERILU CERTUICATIONS 2. Statement letter of no finwicial interest and of independent ismed b y mararfacturff dated 1- Staterrimt lefter of conformance to YBC 71h Edition (2026), dated 02MV21, issued by 1. Notice of Acceptance No- 19-M-5.012 issued to Kuraray America, Inc. for their 0411 V-10. signed and sealed by AnthonyLynn Miller, P_E_ manufacturer, signed and sealed by Anthony Lynn Miliff, L P _E�' U) "Tivsifofg- Ulti-aclear, Clear, and Color P-17B Glass'laterlavers-1, expiringon 3. Private Labeling Agreement document between PGT. dated 033,1XI5 and s*ned by all 2- Private Labeling Agreement dated 01IM21 between PGT lndustrie& Inc. and CGI 07/09P.4- involved parties, Wmdo_mrsv and Dom Inc., signed by Dew, M, Rtiadr, P.E., V.P� Eq&tering, on behalf of M 2. Notice of Acceptanct No. 17-080&02,. issued to Kurarav America, Inc. for th& bothLWMP3nj1eS. "15f atnyGlasZ (Clear and White) Glass Interlavers", expiitg on 07104/273 'G. OTHERS 3- Notice of Acceptance No- 18-110&10 issued to Vision Extrusions Limited for their L lbs NOA revises NOA# 17442CLO6 (PVT I V)CGI) and Updates toLFBC2021a (7*f didon), 'G. OTHERS CL 'Brown Coated, (Painted or Lamina").White, RW Pvi� Exterior Extrmsions iring ')1P exp 04(2 M I_ Dais NZOA i -evises & renews NITOLA# 20-0 429.65 (PLA w/CGIjexpiring 04114026, for Windows and Door%7', ugpbing on 0930124- 2- RER Test, proposals #194155 dated M10120 approved by 1sbaq1_ Clanda, RE. expiring 1 ne cLmmt assoc�iated PLA CGI file- 9-21-0205.01, expiring D4,114Y216, 4. Notice ofAcceptance No- 18-1106.11 issued toVision Exclrusions Limited for their 041'14,1271- 0 serits -YE 1600 Tan 202 and lighter shades (No"Idw) Rigid Celhilar PVC 5, 114' Z_ /I 1 i Z_ LU :2 Exterior Extrusions for NN-milows and Doore', expiring on 1129�2 1. A"I � -4 < I*aq L Ckmads, PX. hhaq L chauds. P.E. Iffiaq 1. c1aada, PJE. P"durt Control Unk Supen-loor Product Coutr4 Unk $uperviwr Product Control Unit Suorvisor '. NOA No� 21420S.G3 Tm-1 1�-,O, 21-02fif.0's Z No. 21-02"11.03 ExpirationDiite� Aptfl,14,2026 E*r-atiOn DMe'. -April 14,1026 < Exiairati"Date, A�pnil 14,20-26 Approval.Dote., Mamli 25,1021 Approval Daft� Marik 1& 1.01.11 Approv f* E 4, E-4 March 6, 2023 SHEET PA 1.4 NO. O i i U) M (D U M11AMITWOE MINI-DAIDE COUNTY � 2 C Z3 O a ]PRODUCT CONTROL SECTION DEPARTMENTOF REOUILATORYAND ECONOMIC RESOURCES 11805 sw 26 Street, Room Cast -Crete �TSA, ]LLC Cast -Crete USA. LLC Cast -Crete USA, LLC Ca � � O � co � (RER) 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 o` 0 (D T(786)315-2s90 1; (786)315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE:: EVIDENCE SUiBMITTEI� c y o NOTICE OF ACCEPTANCE.A EVIDENCE SUBMITTED � U -- -cu NOTICE OF ACCEPTANCE (NOA) wIn .miamidade.Qov/economy C2 0".0, N UO 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 J fl,, � � L_ — L- Cl) 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS ^ = o O a O LL_ Seffner, Florida 33584 L Drawing No. FD46I2, titled Precast and Prestressed Lintel Details , sheet 1 of 1, 1_ DrawingNo. FD46I2, titled "Precast and Prestressed Lintel Details', sheet I o f " " 1. Drawing No. FD46I2, titled Precast and Prestressed Lintel Details", sheet I of = ; o >. • — `� Co � }. - b Craig Parrino, P.E., dated March 24, 2003 and Drawing No, LT4612, titled prepared y g 1, prepared by Craig Parrino, P.E., dated ,March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast Crete 4 ", 6" & 12 " N d N 3° 0 U) O CU O > SCOPE: „ �, "Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables , sheets I through 3 of 3, ,prepared by fe „ sets 1 LT4612, titled Cast -Crete 4 , 6 12 Lintel Sgfe Load Tables" sheets a Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, a � d . — -0 O (D N s This NOA is been issued under the applicable rules and regulations overnin the use of construction materials.P g PP 8 g r h 24 2003, la t revision #1 dated April 28 2003 both Craig Parrino P.E. dated Mac _ ,s , gthrough .. . . . t j f�� /,p hh j r} y i eftinv n i� O March t/irVK h 3 Lf 3, prepared by Craig Parrino, rinLl, d ;EwA dated i1"liirt€.h 2'Yp 20V.3, 14Ut $ C t � d -- p/y1�j yJg} 3y/} i% } /�y, Ong/J] and prepared, Vt (�'nGN M4ltM sYM6Y4d ��f Craig '. Parrino l .JJa, V/F Obi/ A��1.4. •� '�' i► signed to L {., //� CL •^- V! O �!t a . .. . The documentation submitted has been reviewed. and accepted b Miami -Dade County RER- Product Control P drawings signed and sealed by Craig Parrino, P. .„ revision dated .March � 1, 20a8, all signed and sealed by Craig Parrino, P. , on � t ��i f— � � U) Q Section to be used in Miami Dade County and other areas where allowed by the Authority Laving 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 1. None. d This NOA shall not be valid after the expiration date stated below. The Miami -made County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AIiJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. � L Calculations for Cast -Crete Lintels, dated 0811912014, 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. Ramon, P.E_ C. CALCULATIONS prepared by Craig Parrino, P.E.,signed and sealed by Craig Parrino, RE.accepted manner, the manufacturer will incur the expense of such testing and the A14J may immediately revoke, I. 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 b Miami -Dade County Product Control Section that this product or material P Y P 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. B 11R'iami-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. De artmentEnvironment, and Re latoryAflairs. 1. BJ' Miami -Dade CountyP of -Permitting, 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, RE—, signed and sealed by Craig Parrino, P.E. E MATERIAL CERTIFICATIONS 1. None. Zone off the Building Code. ' 1.. Nf)iie:. + �,�Florida A p� y �7�� �i -�y T� DESCRIPTION: IOt♦: (Cast -Crete) 4'1, 61' & 121" High Strength Precast and Prestressed ed Concrete Lintels +�y ,�^� -�7 �w D. MATERIAL CERTIFICATION: �•• T 7 ER F. OTHER . „ APPROVAL DOCUMENT. Drawing No. FD46I2, titled Precast and Prestressed Lintel Details",sheet 1 of 1, 1. Quality stem Mmival or Cast -Crete Machine Made Precast Lintels revised on May 1, � tY S3' f F. OTHER L Letter om Cast -Crete USA dated 0811912014 signed and sealed b Crai:. .�° , Inc., , gn Y g • "Cast -Crete „ prepared by Craig Parrino, P.E., dated March 24, 20t}3 and Drawing No. LT4bi2, titled 4 , 6 �c 12 200 . ter from Cast -Crete Corporation, dated February 03, 2012 signed and sealed 1, Let fr p n, y gn Parrino P.E. certifyingcom Nance with the Florida Building Code 2014 Edition. , p 8` , 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 Cade, 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 P g prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No; LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 6" & 12 Lintel SafeLoad Tables', sheets 1 through 3 o, f 3, prepared by on. 1. Ne RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no CraigParrino, I y.E., dated March 24; 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTSL 1. None. None. TERMINATION' of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. Norte. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. ATNone. CERTIFICATIONS ADVERTISEMENT: The NOA number receded b the words Miami -Dade County, Florida and followed b P Y h'> Y D. QUALITY ASSURANCE 1. .By Miami -Dade County Department of Regulatory and Economic Resources fRER). �7n 1, None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER F� INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- shall be available for inspection at the job site at the request of the Building Official, L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and , E-5 as well as approval document mentioned above, The submitted documentation was reviewed by Ref�lmy A. Makar, P.E., M.S. A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. ' elm�y A. Makar, P.E., XS. Pro net Contriil Section Supervisor "'At Pro act Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 �. NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 CMIAMFDADE COUNTY rl A� ..,, , Expiration Rafe: 09111/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 ExpirationDate: 09/11/2023 Approval Date: 08/20/2020 aa`!aZ� pp Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Page 1 E-1 E-2 E - 3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None 1. None, B. TESTS B. TESTS 1. None.. 1. Norte. C. CALCULATIONS C. CALCULATIONS 1. None, 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami Dade County Department o, f Regulatory and Economic Resources (RER). 1. Ay Miami -Dade County Department of .Regulatory and Economic Resources (RER). E E. 1tiiA'I'ERxAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS .}, 1. None; 1. None. F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117. signed & sealed by Craig Parrino, P.E. _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- A. DRAWINGS Crete USA, Inc., dated 06111/20, signed &sealed by Craig Parrino, P.E. 0 1. Drawing No. FD46I2, titled "Precast and Prestressed Lintel Details" sheet I of Q 11, by Craig Parrino, P. E, dated March 24, 2003andDrawing No. Q /Tprerpared L 46l 2, titled ", 611 &p 12" Lintel Safe Loayd� Tables", 1 "Cast -Crete 4Craig O � �ysh/eets through 3 of _�77r, prepared /b]y 4ra gX Parrino, E., dated March 24, L003 lase � }+ ,7P. revision dateiS/�Jt�ne 12, 2014, all signed and sealed by Craig Parrino, P,�, on U January 22, 2019. 0 B. TESTS 1. None. L C. CALCULATIONS 1. None. 0) D. QUALITY ASSURANCE �J U M m 1. ByMiami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS =:3 Q 1. None. O_ F. OTHER 1. Article of Conversion for a name change. O L w Cflelmy A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. z (D Product Control Section Supervisor Product Control Section Supervisor J NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 0911112023 Q Approval Date: 08/20 2020 Approval Date: 08/20/2020 J E-4 E,*-5 (Z SHEET NO. March 6, 2023 PA 1.5 / I ILI EC " i\c ' TILLIT TESTING S ENGINEERING COMPANY -WAT.-TRR A- TTLLFr JR., PE. _____ — .V,Et:�-- 44`67 T-L CA IJ ­,N,I_ DOft7ly PRODUCT EVALUATION REPOR REPORT NO.: 20-0728.01 DATE: July 28,2020 PRODUCT CATEGORY: Shutters ' PRODUCT $11.18-CATEGORY. Storm Panels PRODUCTNAME. 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER- %Qbal Protection Products LLG, 4800 S.W, 51 Street 0a,vie, Fladda33314 1, PURPOSE OF VALUA—TION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G 20-3, Method I D of the Fl or! da De pa rtmon It of Bus! ness and Professional Regulaltion. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verity that the productis for the purposta Intended at least equivalent to that required by the Code. This; Product Evaluation Report shall be subject to review and revision in case Of a Building Code change that may affect ft limitations and conditions 2.. EVInIENCE SUBMITTED. 2,1. PRODUCT EVALUATIO1N_DOCVN11ENJ_(ga.D - JA Drawing No. 20-05, titled "20 GAGE GALVANIZED STEEL STORM PANEUI, sheets 1 thru 26 of 26 prepared by'rifteco, Inc.; signed and seated by Waiter A. Tillit, Jr., P,E.; dated 07128/2020. This drawing is an integral part ps4p,is Evaluation Report, %0,1,01 rfg,ff , , AW 7M. A. ri4j ' ,,, __ 14�-1112 . . _, ; ­1 11. IN,q� ., ,�, - � - "I C j- , I. .,\C . . S _L___ " _*__:� �__�� - - I - '__�- 41 . S -- 11 — . - -2 *: k), 4 67 t = ,If,,_ I.., I - i *1 : = , 2 .. , � Z _.­1.__...4 M-in*. ­­ -_ I - I S�% --tu, .. 'r 'O * A �� - .-I -, �, � 1�,��,,P'-,� top.JIDN , 0 -A;,k.S.- - - - I � I ..." , 63,55 NX 36th Streert, Suite 305, Miami, Florijda 33166 - Phone, (3,05) 871-153 - k"'IR!'. � I , E, . I I PRODU r &T,AjL&&UQN_BEE0XLJQ_N&=A 2 2.1 TEST REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 0911 8/1996, #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, RE., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10105/1 908 witnessed by Gilbert Diamond, P.E. and Report No- 0219.01-09, dated March 4,2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-1 97by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. J.J._S_TR,UCTURAL ENGINEERING CALC &ATJQM On 20 Gage Galvanized Steel Storm PAnelfor maximum panel length vs. design Wind bad, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 161 0 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, dated 11103/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., RE, 3. MISSILE IMPACT RESISTANCE. Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS - RESISTANGEn 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated an sheets 8, 10, 14, 1 5, 16� 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor $pacing,5hall be as indicated on sheets 8, 9, 10, I 1, 14, 15,17,18, 19,20 25 and 26 of 26, of Product Evaluation Document �P.E, D�), drawingNo. 20,176, 5JNSTALLATION- Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thnu 20,23, 24 and 26 of26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as Indicated on sheets 8, 14,16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. k0kilkill1ilip', TQ ','%, -"#"�� 1,;.. � /,�, "'. ,:,Z,: I . . �,�� .­ .. -,.� �,- -�:�V. - \\ 8 .., _," , . , z " - �p , & �11_1 __ . "t � I ,Ci--T----- - Z-Z�t�j-_ % , - ,-- - . - 2qi6i '� S ­ ­ __ -__ -1 � �,,ii,-4 � �, -7/7", 0j. � .lk= � - j� * . = � / 1� -q:� STATE OF ,.�'rz_f I � -- �� - e)", P, ,M, ,it' 1� 0 ', "�LOR113 .--' , F_­ 1. I '. 'e'. ­­ - 79,'o 8/GNAl- %0 "1I10Jn4fIkH1hI0" I I GENERAL HEM: 6 3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STMOO OR WOOD BOARDS BE FOUND AN THE OWA-BZ-2LAW-OUNSIZ-XZ%-VDMLMN= EXISTING WALL ANCHORS SHALL BE LONG MUCH TO REACH THE NNW STRUCTURE BEHIND SUCH PANELS� 1 STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT In ED ) HAS BEEN VEXAM FOR CGVPUM,Kt .N ANCHORAGE SHALL BE AS MENTRINED IN 8.1) AND IN 6 2). ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDINO CODE �0 1Q_9QTE1hQ_*WD_WN1_1.�_ EICSIGN "RD LOADS SHALL BE DETERMINED AS PER SECTION I $20 OF THE ABOVE MENTIONED QOQC, - 1/4't 1APICON ANCHORS� AS MANUFAMADD BY I I W EDAM, INC, FOR A WIND 'SPUD AS REQUIRED BE THE JURISDICTION WHERE rEEESE SHUTTERS Wa� BE INSTALLED AND - #14-10 PANELMATE FEMALE 10 AND PAWAMATT PLUS ANCHORS, AS MANUFACTURED By ELCO CONSTRUCTION PRODUCTS FOR A DIRECCOAMUTYEACTOR JUEP0.66. LONG Wt 7-18 AND SRAC, NOT EXCEED THE MAXIMUM fAS,O) - 1/4-# LAG SCREWS PER ELMS, DESIGN PRESSURE RATINGS INCIDIUM ON SHMS 7 THRU 12, 14, It,. 16, TS A 20, - 7/16�0 X 5/49� WOOD PUSHING, AS DISTRIBUTED BY AU_ POINT SCREW, BOLT & SPECIALTY Do. IN ORDER TO VERIFY THE A8QVE,QQERX"ON� UILOWE DESIGN WIND LOADS DETERMINED FIER ASCE 7-TO C 1) MINIMUM THREACED POICTRATION INTO WOOD OF TAIPCON ANCHORS SHALL BE A 112- AND �- TOP, ELCO PANELMATE PLUS SKAU. BE FIRS REDUCED TO A.S 0. DESIGN W040 LOADS BY MULTIPLYING TRW By 0 6 ft ORDER TO AND PANEIMALE FEMALE ID� COMPARC THESE W/ MAX (&SC) DESIGN PRESSUPF RATINGS INDICATED ON SHEETS 7 THRU 17, I4, IS, 16, 10 III 20 T SSED ASE C�'.') MINIMUM THMED ON r LAO SCREW. IWO THE WOOD FRAME UNP SHALL RE t 1/2'_ NO THRMED IN OFIVER 10 VERIFY DOTI ANCHORS5 ON TOM P ED AS TESTED WERE NUfF OVER SWe . A ift R*CAE VJ ALLOWABLE PV,ErWM 'to SOMMIDE CONSIDERED AS PART OF TIEE RZOU00) THREADED PDICTRAtiON. STRESS FOR WIND LOADS WAS dQL USED IN THEIR ANALMS, FASTENERS SPACING to WOOD HAS BEEN XTERMNEO IN ACCORDANCE WITH NZTSZ 21'1141 C 3) MINIMUM EDGE DISTANCE OF LAO SCREWS. INTO WOOD SHALL BE AS INOCAIM IN THIS OpkWINC STORM PANIVS ADEOUACT FOR IMPACT AND Who RESISTANCE HAS BEEN VERIFIED IN ACI�ORCANCIE W� SECT" t526 OF THE ASM MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING INC. REPORTS SO-W, 96-570 & 96-T30 .AND CA) MINIMUM PENETRATION OF WOOD BUSHKG SHALL BE 5/r 1/4- 0-20 SCREWS USED SHALL, BE � 1/2' LONO MINIMUM FENESTRATION TESTING LAS INC- REPORTS 1202 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-205 SHOULD SUCCO EXIST, AND I' VINIAW 'OR WALLS WITH NO STUCCO AS AVER" AS WoLL CAN IM LAB OF SOVIH FLORIDA REPORT 00219.01-09. AS PER TAS 201, T* 202 AND EAS �03 STANDARDS, C. 5) IN CASE TW PRECAST SIONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD W3ARDS BE FOUND ON THE EIEGtIN'C WALL ANDHORS SHALL BE LOW. ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS 2 ALL ALUMINUM EXTRUSIONS TO, BE 6063,16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET. ?, ANCHORAGE SHALL BE AS MENTIONED IN CA) � Cl) & C 4) 3 ALL ALUMINUM SHr_-T LAEFAL USED AT CLOSURES SHALL 14AVE M05-HI4 AULOY. (U) ANCHORS SHAII SE INSTALLED FOLLOWING ALL OF THE REMMUFNWONS AND SPECIrICAnONS OP THC ANCHOR'S MANUFACTURER A ALL STEEL SHEET MEIAL PANE -It SHALL HAVE STRUCTURAL QUALM STEEL ASTM A-63J GRACE 50 M�NWV4. 1-60 GALVANIZED STEEL DESIGNATION *,/Ft. 54LS k. (AFTER ROLLED). 8� PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOO ON SECTION 3 THRMCH to (SHEETS A 54ROLCH 6) EXCEPT THAT HEADERS I%' 4 Q SHALL NOT OE USED 5 ALL SCREWS TO BE STAINLESS STEEL- WA OR J16 AES SERIES OR CORROSION RESISTANT COATSC, CARBON SIM AS PER EM YIELD STRENGV A14D 90 Rai TENSILE STRENGTH 49 SHALL COMPLY W/ Fi,OR - CODE 4 O SHALL BE THE RESPONSISLOY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS ED BE ON 50018 W TA WILDING 11�50 SECTION 24 AA ATTACHED TO INSUFS' PAOFUR ANCHORAGE- THIS SHUTTER SHALL QNJY BE ATTACHED TO Im"M SLOCiC OR WOOD FRAME BMDINOS� 6 BOLTS TO BE A54M A-507 GALVANIZED STEEI, 09 WEI 304 SFRIJS STAINLESS GJEEL� WITH ,36 K,J MINIMUM �,JELD 'O STRENGTH, � EACH REGULAR STORM PANEL W1`34 ='4V W-0 THROUGH 12'-4* * AS MR SECTIONS D, 8� 9 & iO ARE! ALTERNATIVES Ek a* & I OW ON SHEETS- IL S * 12 SHALL 4AVt A LEWHILE AiTO READILY ViS-VUE MARKIN6 INSTRUCIING OWNER OR I ANCHORS TO WALL SHAL1 M AS FOLLMS- VI00C TO SECURE PANELS WITH APPLAZABLE RENFORCEMENT DURING FORK)ES OF 4,NOWANE WARNE1,14 I I THE 005TALtArON, OUNTI�OR t,S TO SEAL/CAULKI ALL SHUTTER COMPONENT EDGES WHON REMAIN 10 CONTINUOUS MNEAct WITH IA) !�=MM GO.. �IAANMFNCTLIRED A. 01, I rW lea Tag� EIVILDEX, IN,� (M*, r._�Lj R2 0.4 I,) INC BUILDING TO PREVUNT WND/" INTRUSION, �/4 , 4 . 7/8, C99-94 ANC40K A$i WNUFACEJREO� By O&WALT 114C (MIN. 1,­300) P-) : 14"0 , 3/4' SOCIO-VET AW�OM AS DISTRIBUTED BY ALL PO4NT SCREW. BOLI & SPEak1Y C,O 12 STORM PANEL INSTAULATIOk SH,44. COMPLY WITU SPECS INDICAIEU IN THIS ORAWVX3 PLUS ANY 19VILONG, AND ZONNr RECULATION$ (M,,I, C ­300D P-.1) FIROVMO By THE AIRISD"ON "ERE PERMIT IS APPLIED to - 014- I a PANEIMAIE FEM41-K D, & PANIFIMATIF PLUS ANC,HORS, AS MANILWACTURED By ELCO CONSTRU00N PROOUCT� Ls (a) THISS PRODUCt Ei4ALUATIM DOCUMENT CP-1.11) PREPARED W THIS ENCTNEER IS GeAVM AND DOES NOT PROVIDE tNroAa%iIoN (MN 1, ­3060 P'.4,) FOR A SITE SPECIFIC NR=CT� �.� WHERE TIC SIM CONDITIONS DEVIATE FROM THE PCD - 1/4*0 C� TAP­CMP ANt�X)F,6� AS MANUFACIVRED BY 7Au-FAS7 CORPORATION V-3600 P.A�) (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION NCLUDIK LIFE W-EFY OF THIS PRODUCT A9 MINIMUM EMBEDMENT OF TAPDON �HORS INTO POURED CONCRCrE SHALL BE � �/4': 2' FOR �ANELUATE FEMALE BASED ON THIS PEA PR ED HE/SHE DOES NOT OEAME FROM THE CONDITIONS OCTOM ON THIS DOCUMENT MST*TE ID ANT) PANE"TE PLUS AND i 1/4- FOR CF TAP -GRIP ANCHORS. CONSTRUCTION SAFETY AT IS THE CONTRACTOR'S RESPONSIBII rl�, A-2) CALK -IN & SOUD-SE1 ANCHORS SHALL BE EMBEDDED 7/8' INTO THE POURED OGNCR_-F, NO EMBEOMEN) INTO (c) THIS PRODUCT EVALUATION W,uMENT WiLL BE CONSIDERED DIvAUD IF MODIFIED. SHALL ee FCGARrtEO STU - 1,14 - 0-20 SCREWS USM SHALL BE 1 1/2' LONG MWMW SHOULD STUCCO EXIST, No I" MINIMUM FGR WALLS WITH NO STUCCO- AM MAY RE HEADED SCREWS OR ALL T-WEEIDED SCREWS WIG IM, kd) SERE SPECF-C PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH 'MEL eECOME THE Out WITH WIEK; NUTS, ENGINEER OF RECORD (E-OR-) FOR THE PqWEC1 AND WHO WLL BE RESPONSIBLE FOR THE PROPER USE OF THE P-EO. ENGTNEER OF RECORD. ACIING AS A DELEGATED ENGINEER TO PHE A 31 W Cka THAT PRECAST STONE PRECAST CONCREIE PANELS. PAVERS. STUCCO OR WOW aCAROS BE FOUND 0% THE P-E,O ENGINEER, SHALL SUEWO 70 THIS LAnER 74E Sn SPECIFIC DRAWINGS FOR REVIEW. EXISTING WALL OR FLOOR, ANC.MORS SK4U, BE LONG ENOUGH TO RWH THE MAIN STRUCTURE BEV,JNQ SVCH PANELS ANCHORACE SNAa_1 BE AS MENTIONED IN A,I) AND IN A.2) (6) THIS P,E.13� SHALL BEAR THE DATE AND OR104NAL BEAL, AND SJGNA!URE Of R,E PROFESSIONAL ENGINEER OF RECM T�AT PREPARED IT (G) LQ_LX1SR4_�- S1�&L_A9ffL!;_-20: - :/4 * TAPCON ANCAP" AS WAKFACIURED BY I T IN BUJUDEX. MC. 14 SHUTTER MANUFACTURER'S LASEL SHALL BE LOCATED ON 11 READILI 1AS1IL1 LOCATION AT STI.. PANEL SHVTTVR IN ACCORDANK1 WITH SECTION 1709.9.3 OF FLORIDA BUILDING DOM OND CASEL - /4: A , 1/87 C"-W ANCHORS, AS MANUFACTURED 0 KWALI iW, CURL e-1500 pa�.� SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WON SECTION 110,92 OF THE 1 1/4-0 9 3/4- COUD-SVT ANCHORS, AS DISTRIBUTED BIT ALL P0191 SCREW, SOLT & SPECAAL-1 Co. FLOM DA BUILDING CODE (MIN, I' ,�Itiw P..".) I GE - 11-0 PANtLYAlt FEMALE 10 ANO PANELMATM PLUS ANCHORS, AS MAWWTUREO 91 ULCO CONSTROUTtON � M"DA (MIN, I'-2071 P�,) 'kit I, '� "ItHON14400%, - 'PROOUOS 'I r P 0 ON 14* a qF TAP-SAIP ANCHORS. AS MAI;VFACTURF,O BY THII-FAS �OR 0 V ,,�%%, _ �A A. T/�� �% ­­ . � _W, - - 6 1) MINIMU EMBEDIVENT Or TAPCON ANCHORS. ELCO PAND.MXTIES AND OF TAP-rRiP ANCHOR, Iwo 101 ,.,g yl�l . ­',�? . rm - , FLORIDA 'I ""a ' \C. 'I, , BUILDING CODE (High Velocity Hu I�Ona Zone) _ ' MOND BLOCK SHALL IIE 1 1/4-� I .2="L`O`Q. W, 20 GAGE IIALVANIZED STEEL STORM PANEL f,' * "It'WIN RIP, - No 4 1 I I 82) CALA-IN & SOUD-SET ANCHORS SHAU BE EMBEDDED P/3' INTO THE CONCRETE R%.00K ON I— IT I,. - - 11 _�, "/WM INTO SlUCCO SHALL BE PERAEREECL !/A- ­70 SCREINS USED SHALL BE I 1/2- LONG M100MUM .Urd. - a"' -� - \ GLOBAL PROTECTION PRODUCTS, LLC, "CAM ' F.XIV. ANO I" mwwum FOR WALLS %TH No STUCCO I / Tlrico,.- - , I% STA,toF — --- 4 �S. 5 STIMa So'- P, ,�g '111F 1101TIMMI & va"00".0 cOWAX" _Ive FL =I- f;W� � _ -1�� �kl,*- to _ ",Ote,' a 20-176 � o - , -?IEIS� F� "i.,.D o"4 , eI - __ - .10.t M_AIAAUIA1­ YMI) , - , - _- -., - a"' 0`*` "' - _ �19 � If- " 3i:ij - I- 9 GaPWIc �. . , * * 12 -^�TVWT/wn -,,,,,, ,9/ � I ilu �=0;1�0 =7 'S. _ �, A WAL �,;P" , I � I, , ol 0 - taw I . 24 i - I . M 1111 +A y I - - , EWDUC LEYALKA-M-A WPON1 SO� 211,4729,01 3 , _ L MATERIAL CHARACTERIST AND SPECIFICATIONS: Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No-20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176, 7. LIMITAnONS AND CONDITIONS OF U 7. 1. Shall be strictly In compliance with General Notes No' 1, 8 thrU 14, indicated on sheet I of 26, as well as General Notes # I thru 4 and I 1 thTu I 6, indicated on sheet 21 of 26 of Product Evaluation Document (RE,D.), drawing No. 20-176 , prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be instailled within HIGH VELOCIT'Y HURRICANE ZONES as defined on section 1020.2 of the Florida Building Code. 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ,� �>­ "......-'r i> � 0 "'it-, - * .. , ,� .-`\�tEIV&$',�T% 11 -, % " __ Z .. 1. :��� ­���- �, 44107 -. I — , � , " S-*-' .* - - - �1____:�>* - . , � , I ��A �,'­­,70­ A � �,� rTATr- nF ",.Q- VVAT�LJL D,*� TILTECO AOMONRIECORDS, A P. E. REPORT.20 � GI-OBAL, PROTFCTION PRODUCTS, LLC � 20 GAGE. GALVANIZED 5TEELSTORIA PANW QRWG 9 20-TTS � REPORT # 20-0728.01 / I I L I ECO wc\. .��, TILLIT TESTING & ENII I - - --- ------- _.- __ I - 1. � � -1 ___ WALTERA, TILLIT, M, P.E. - ii 'r,_T,tmVxoM MODUCT EYALUATION REPORT FI'L.A LKNU�N. 0 44 67 _ 006?J9 REPORT NO.: 20-0727.02 DATE., July 27,2020 PRODUCT CATEGORY: Shutters PRODUCT $US -CATEGORY* Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection ProdU;Js.= 4800 S.W. 51 Street DaVie, Florida 33314 1. PURPOSE OF EVALUA11ON: This is a Product Evaluation Re -port issued by Walter A. TIIIN Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. SIG20-3, Method 1D of the Florida Department of Business anid Professional Regulation, This product Is being issued an Evaluation Report as described hereirt, and has I � , . been verified for compliance in accordance with the 2020 Seventh 124ition of the , Floelds Building Code, and to verify that the product 19 for the purpose intended atleast equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: Z1. PRODUCT EVALUATION DOCUMENT 1P.E. .)� Drawing No.20-175, Wied'24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 Of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,, dated 0712712020. This drawing is an intem* I Is , WWAI . , Evaluation Report. ,,,,"� .." -vir !O�, . In '. 1), %. ,�, , .� � _', Nse'... -,- 1- i��­_�",\�,E " ,�,', I --- . I 2;----'-- , 1� - 1Z — __�__ - — � IS , �, , - 1167 . - . ,� , � . � : = 7� , - * �*= . . �, 1� S -0 *. : * I IP, I STATE OF , , , 1O.". , K W, "', 131D ,- * 111. % . " � 635$N,W. 36th Street, Sluit0l)5,Miun� Florida 3316.6 -Phone: (305) 871 1 " " -1531 ,,,,III II, ,I I GULAR A LIFE SAFETY �TORM PANELS (SCALE 1/2-l-) _ .__ ___.,____._,_____, � ........ ____ - - __ _15.196' (TOTALVAM) _.,_._­__­. ­­_.___­ � ­ ­-1-1- 1.11- .I-,-,.-- - ­­1 - --­­----IS1W (TOTAL WIDTH) - - ­ ­.1_1_1­11_� I I --- - ---- - ­- - ------.-. - 17.500' (EFFECTIVE WOT4­----­ - ______, - - � ---------- _­ � I I - -_ - -­ - __ 'a ve . i .---- 6,250-- _________.__.__ i _ i I I r__ ,-,-"- - - I _ -� . I ; -"P* -, __ ",-,---- ",- T,� . -,-, �,_',._ � i 1.,,',5W /%., I I -,,a 7 , ,.," � % I I I a �' I r- 1,350`­J,�� -I',.- I � �� ,� t - 1,11N � 1 "', , -4,3iia- 's Dow MIN. THICK � ,;� 1 � 11 � � ,�� --- - 111 I I GALVANIZOD Sim � �, - y t , , P_ , 'ro �e I �', 40� r I , - , I - , I I __ ,( __ I i GO, __ "�', � " �­�.­ F 1�11'11 , - '� '%, 2,85� 1=�_ MIN �;� 1� 1, , , i*� "'2�ivr �-,Xq��*-:�- ,,, H Mp-)` I , I , � fW , , - CALWAUED SIM 01-11414� 1 1 � n / k - OOO' 1�-Z ) HEMMED Typ� , : -� I 2 !O* .1 � TYP ASTM Am-011 2. . �, 11-t "'. � ; -, I I , , I - I ONA05 So MOMWW � �- \ OCTAII �! ' -HEMMED DETMIL AT , , 7, - , , _. - EDGE 0-60 ONLY, - ME " \�,_�� /4B,_ \ -CAUAIL ,� A \ A "I _" 4&ff 10frox � I , 48.6 i I , I I ------ I ----- ­ .- . � ------- I , ,_ ­ -1 . ---- � . . I � � . 1-11 - - - 1.1-11 -1 - I ____]` - A.3�0­ ? 1. _ _,______,___,,.2W___ - TZ50* T SM&A-E&SEL (g END STORM PANEL :��---2,16T`-- -- , I ­3W �,___ __1 �� �, if�ESon- __7----------.--- 2-187' - PANq S P�? � �,�, 1. I , I r_y _', � I i �_ _ 7SO._ 1/4--20, 14-a-20, 12�� & S 2K 1.2w EIDD, - . � I �m I I:I 25- - g SERIES SERIES W/ wwjm ow 1-11, - I J ­_ ­1 � - 1�1__ - 1IDO` It a -_ , I I I SIUO RIVEND S-IL taw MMET, , :__� - 1 i , ' - - - - _­ I ­1 .,-S , - "I- -7 � I to I ��, I I ; tt Zli2o �/Cr RE I - I . ."iz " I � I _ �01. 12 A11W2, 04. , 1��, ;7;W__- ___J_1 �0931 . I- ; . __ , - , .*O.Or 3�37r n] - ��, t @N 1� � " 1 ,6<,--_- � - , �"_ " - MY m9r 2�1 M, 2.1w. 1,500 SZ I 500' , ,��, _�, I W I A S* l'u, SEE � , / - " - `E - : V� ; � !� I I I ,/ .1 I ���� � 1 2,25 9 a 37.5 � I I ... � t 1_1m�r _` _­­­ ' , le`� '-'I , - --' I -, � ", a ,M- I A 0. - ' 1 IS6. II � ,� I � i t ?I J � I ". . .1 I � . 41� 4" - _k � _ . � i ,�­ISWI- i, .;. -<, - 11 � ­ $' M"I ­11- 1_­­11­­­­ �­tzool- � ,, ' ' _�� -'/-��2"- , . . . . . . X-, " ' 3111--- is ETAIL A a - -_ ,., METRIC VIEW 0 OW. .- ROUNDED CORNER 0 ENDS OF PAMEL'S I J It END UP W/ HEMMED EDGE *U!AtFAM (N,T,S) @ !e_mm (�) (�) ANGJ4 (9 ANGLE WtTI4 STUD @ ANOLE MUH ECTESE-Mi I -, - - ­_1 VAM I � SEE W, . -=-" 1/14 & 2p. 0-1447 Z74 L mir , ­750' -- � I, - -il I irlpx 93CE , - jt4' �M, I � T _­ __1 188- 1. I __ --,,—' I I .,ar­�r �+- � .310' . I I- - , __ __ " __r J_ _j,125' q�.*,_2% 30. SEReS K 1 3 �? ­.. r --; r:et'- t 1-J : E � i.407'1, i �t. I _r a STUD RIVort, To 75' _8­4 " - � _ , I I - � I -_ - 12 1/2' 04 5- 1 1625' � - ___ I I-( ) I I I VI.; .- - __ , _ i iiw� 7 . , I . I .671 1 - � 3W / 1. 3� k062- I Soo I I , 1. _­ 03* 1 ' " � I-,- 4 -I-, �091. : I LI I 0'. I 01�­ "' ___ __ � I 7-40. � -WOW.., \ 4 , --4,12 ' L-Al , I 'A __ A L_P I _ _ � - _ I -A I __ I EYM PAN& OVUIUAP .95r , -_ .DSO" I ( I - W. .am* . � � .6iw�__E : -1 - / _2�000____� 1 - -Tr,pj 7.� . 00, (�) KEY HOLE WASHER �__f!�� I ; -, - �,Cw _____� (�) "E" nArJS ANGLE (4 3Za" !r_ (Z) FLAI PLATEQ � �­M- ; 0.030' (*--) ,I- 'r . '--,, yfiTH STU � 'VaHnoyME, GALVANIZED STEEL I . � 4_1%__­, _­ I ( 113*4,0., r lik. t I. I/ I., ... - Z��,.!`�/, i M. IS, UImG , \ o I t ) AA ,, , oy 1, -'N , �" - f�," OENS, " � - � --I �, I'D V e -11, N 21171�_.­ i �, � wo INA, I. . . - ;1 � - �0_ -I �\ I ; 9* I No. 44167 I I I ... _t i ,37�� I S I * .. r- FLORIDA BUILDING CODE (!# tcan* Zone) i ; ", I - .*_ Egh V*I!!:1J Hu - I ____J � I, ___ - P.0 , M lv,�M,EL I ---= 40. '063-, i, , M NICKEL S ' jfATE Of 22* T 02020 r0rom Wt I--,--- .--- -1. ., iS:L ,- r,i �,- no WWI Not !�' lk" ;, 1 20 CAGE GALVANIZED STEEL STORM PANEL ow" ft � I %. oi,-. pto�� � "t , L - .*# - — 7 - . , _­_2='— I% �Pj, ,,- - - `;, _— GLOBAL PROTECTION PRODUCTS, U.C. "'.",',mo (�� KEY HOLE - I AT PANE 0411 .4 %;4 Iy(l t ,..--, /70ecof.. \ zfnz,__,�> ww,,�Z. HE I AM &W, 5) VFW T 2=-X14C ALTER141ATIVELY USE "t NOT W/OVr 19444 Tal., Tw am R_ =14 , THONZ91MUZIM &UMINUM ANGLE MONOLITHIC WASHER W/ ADDITIONAL ___ P%ONE (04)61110-751A FAX-. (0*)II1161-1097 20-176 1 f-t --- -- M .I-,- I . 7/8%3/32' EIMER (SLAARM --towle - - uk� I. I STEEL cat MrX11 Autra STOW. 4i ;;�- , i - i I ; ---- P-9 I - =rA L�7-1_ it I I I � I PRODUCT EVA11A1M)NJU01MTN0, 211n� 2 11 I ! Large missile impact load tests were performed under SSTD 12-DO standard as per section 1600.1.2 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# 0814.01zOl dated 03111102 witnessed by William R. Mehner, P.E... Boriz Moroz, RE, and Henry Hattem, P,E. and Report No. 021 9.01-09, dated February 25, 2009, signed and sealed by Edmundo Largastapada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as par section 1609.1.2 of the Florida Building Code, Test Report prepared byAmerloan Testing Lab of South Florida, Report No. 1123.01-10I dated Novernber23, 2,010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No: 9CM-1Q$ byQC Metallurgical, Inc., dated March 13.2009, stored arid sealed by Frank Grate, P,E, asper ASTM E-B and Tensile Test as par QC Metallurgical Report No, 1OKM-1 3i8, dated December I 1 201:0 signed arid sealed by Jerry JEiciofano, P.E. as per ASTM'E-8. VIMUCTURAL IENGINEERINfi 9"ULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. desitgn wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared byTllteoo, Inc., dated 12/1B/10 and 08/27/13 (forthis, revision), signed and sealed by Waiter A.Tillit, Jr., P.E. 3. MISSILE IMPAO RESISTW - _ -E Large atissits, Impact under section 1609.1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 1 4. WIND LOADS RESISTAINM, 24 Gage Galvanized Steel Storm Panel bas been, verified to sustain wind I pressures, Maximum panel larigth shall be as indicated, on sheets 3 9,10, 1 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing ". 20-17& Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 1 0, I 1, 13 thru 16 and 1 8 of 18, of Product Evaluation Document (P, E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. I I - I I D2L"XQRX2&_N_A=42 , �3 , 5- INSTALLATION: VA , - Installation shall be performed strictly in accordance with details indicated on en - sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), C2 drawing No. 20-175. Minimum separation to glass shall be as indicated on ....4 sheets 3, 6,13,14, 1 5, I 5 and I 8 of 18, of Product Evaluation Document tp- .i (P.E.D.), drawing No. 20-175. 5 ..j " .Z OL MATIERIAL CHARACTEFUSMGSAND SF!ECIFICATIONS; , Shall be strictly in accordance with General Notes and Components Indicated On I sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D.), drawing No. 20-175. . Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaiuetioni Document (P.E.D.), drawing Nm 2017& 7_UMffA_TIONfiAND_C�Q�NSF �US- ,01 7.1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillft, 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 Waltel-A. T11111t, Jr., P.E. (Florida License No. 44187), President of Tiltsoo. Inc. (Florida CA-0006719)� WAnLL D-'ITILTFCOADMON RECORDS � P, E. REPQRT.2( CALVAMZED STEEL STORM PANEL I, DRWG 9 20A 75 � - ____ 1/4, 2/4, 3/4. 4/4. 5/5, 7/5, IW 10, ZW/10, 3W/10, 4W/10, +6/5 5W/10. 6W/11 & 7W/11 �___ r,3. MAX.,_111. __,---. ANCHORS, MR CONCRETE SEE SCHEOULE ON SHEETS a & 9--_ - - - .,---,.-r W.x . I' M%L , - FOR WOOD SEE SECPONGS ON SHEETS 10 & I I i I' mN,7 � I � . - , r- 6 __ __ 0 ? ,, . � 0 6 � - - - . _1__1_._,1 I- --­­­­­­1111­ ­­� D.M_(D�(�),Ot_R, � -1d , _- I ­T"" I ; I I - -r-1.---7 1,­_T_7_­'1'T___7'_ � � I � I � ; I , I . I T iAi I "I I i , , I / I I � 2 (D,0�@,W@ F1 91 I I , , 1 1 1 ["�� - I � 1 1 � � I 1 � I . i 4 f � I , I I 1 I � I I I I " , I � �� � 1 i i I i , - - I i I I _� I I � , � 1 - E� . I � 1-1 I A I ! I 1 � I i , I a I 1 i � � �. I , . 1-1-11 I I I i � I � , - I � � I . i - � I - I ­___ - - I I __ __ _1 ­ _,�' J 1-1 r ­- ­ ­11 L-1-_ . 1-r r-- "; �, , I 11 __ - - __�� I - I - - -_ I - I -, -1 -1 . I .r I I , --[I ___ T -I---- �__­ - r - I 1 1 � 1 � i I ,� - _._� - [ I � I I i i I --I['- I ! I I � ! I I : i I , I 1 1 1 , I -1-4- i i I I � i- I I . i I I A I I � _­_ -_ -11 _4� __ - i . . .... '! I I t� _��, i - - � I + 1 1 A)p, : 1 i : I I I _ i , 1 i I — - - � I � � 1 : 1 ; ! V� i I i I - I 4, , I I I t : , i I I I I � I , � : I L ; I . ! I i I I � � ,� - ! , - 1 _ � i I I I I �'_! 1 1 �Q - I - -'- -, - - ------ � i I iu?. i . � I 11 , . ' BOLTED PANM W/ 1/40-2N!' I Bo i I .i .- I -11 IS.$. &as, BOLT W/ ms- . 3/32- � ;1 --I 1 i i I I (SEE SECTIONS AS I [ , I . � i � , ! j I I I � WINGNUTS 0 EA. OVERLAP ; , , i � i 1 I APPLICABLE) I I i ; ! i I I i i I I (SEE SECTIONS AS APPLICABLE) I L� � I � � , i I I ! - , ! __ - ,I �, , , L I i - _A -1. [ L I-"-,,- L-] - t -.-,. ______ ____i__ __L_ _A Zj_ �__ A ... I -1-1 i 15 , -1 �, T.-I " - 11 . - -, T ---- --- , . I d F- 1 - T­-- , . --.Il�-.-",-T��---T---.-.-----T-l-ll-. � -- -F — -. I I I F- - ­ � , � I � , V .1 � 1 , ED i i i f I i 3 1 r � I [", , 1 4� i I I I I i i I 1 � I 1 1 1 1 , I � I � i I , I , i I I I � I i I I I I I ' D.M. 4 ll - IMil'-A _J_ I , J_- 4i i _ , 1 I wt,�,� _j, 1 ! I I � �� � I I 1@1@1@* @ I " ��__ , ,- - � 1J___ J __ --- - - ii�4 I , , , - ;t J I i @4mi),4 @a F ­ 0 i�' 'a , , It *1 . I I It, � 1 r MAX � - I. MIN _ �1/4, 2/4, 3/4, 4/4, 5/5, 7/5, - I . MIN. - [--Ill- � t IW/10. 2W/10. 3W/10, 4W/10, 6/'"s : ; SW/10. 6W/11 & 7W/11 I � � ---., -, _ __ ___ ,- ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 III 9.- - . . --- _ --- FOR WOOD SEE SECRONS ON SHEE'MI 10 & 11 I LZE �L A UN ELEVATION N.T.S_ 2,67' t/4- M". GAP (W MV4�y,!�!_tl;lpu Vt"M I I.A 11 - _____ __ � � � I ''I - , 1W 11 � � � PW : . ; 01'"I, is � Ile ,�. .. w A aI� pk� � 011, � I ......... ", :11 q ff"o--i�124-1. FLORIDA BUILDING CODE (Wgh Volcafthy HUE cone Zone) 1 * 11 *. r� *= "=. W. F,P 3 . 20 GAGE GALVANIZED STM STORM FAXEL I"W" 11", * SE0110H I IF -1 .*1 07/m/tate A-AI11*1 . _� IL ECOinc. GLOBAL PROTECTIM PRODUCTS, U.C. CAM N-rs. 1�. -.0,- E ��­3-1�. �_____ , ___ - ___ Am -, a STREET !�� 3�-, * Sia e um esn'. , , 011kr_� . J� 0-'- - , &.,� 'E'll" .41 2n==NP= PHa­ Rmotla"­7"tL M E"4fW_Ivtw ;11%; . ....... a I X.— 20-176 - 1 � 07/V�11_ - am .__. 1. T a" -.1 ORNAI4 - , - -_ Fy A � W-WV,�TLW/DAIE CA-0206712 !t-1 1-1-1 I '11111,11=1114 I , A I - - - IFM91 A it - I _—__T_-_�_.1 _1PPPJ (1) (1) C_ U) -0 —00 > q) E a) 0 = 0 =3 -0 L_ 0- c o- o 2 ��i_ = M -0 n . . — CD -I.- 0 a) 4-, Cn a) 4- C a) =3 -0 Cc 0 - CU ­ Cn ,.:, . =;� ) C') C 2 -2 -2 L_ -0 a) C-A 3 ":;4 0 - Q.- 0- = 59: P _= .4 .I-- = 0 -2 UL — = -%%M "�& ..%c C:) Po= M I,- 0 CU > W &n �,= 0 - L_ -r-- C: .1-0) . . (1) (/) C_ _1l_­II M 0- � 3;. CU "o A-P# 0�. 10 GW) . A= . -0 = . — C/) < 'A - a 6 .so 01. 0 , 0 � C 4 Z W mi --- ­___ JbI51ALLATIQN DETAILS FOR REO.U� EANFAla-" DO Q.QM DUM MINSTAIA119H IN MM QMMM REGLI " EANEUL-D A -A ON!;RET OR CONCRE I'll TE LOCK ST801VAES MME 9= OR WOOD INSIAUATIQN QETAIU FOR REOLAR PAffila- "- LAk on , "An mwu It" c4NcREv AWO,K)PS :�� I YAUD FOR HEM& LIf,EL AM E-Z K" MN EM SM INT9 EXISTING POUREQ 9QNf,RETE OR CONCREM BLOCK 51RUCTURES INIQ EXIS11119 EQURED CQNCRETE QR CONCME BLOCK STffAJCTURES .. �_ = Kn OF TAP-GRV ism ScHaILKE 04 ANCHDRS, FOR CONCRETE SEE SCHEDULE ON SHEET 1; I 11 � -11. . 9_r5*__ 11 _ ___ _,__, __ 'on WOOD - ­ L ­­ ­ � _,� '� � I CR 1149AUMIQN PETAILS FOR (SEE SaChAl ON -1 � __ im SCHMULE ON SHEET a a 9) !PIEDS If 101KA04 ;) _,��,,', -I-,- !, - I I _RURED CONCRETE _7RED I.E __;VRID . CONG M ANGKM POKILMN 9) ! IN ; - I . - - - ; CONCRETE BLOCK . : GGNKXM. 1 3: Ma., 2,67 3, Lk- Cn -f-0 :��; � I REOLARED � � k&, S-EM a THROMOEI 0 , . . - ____ - - -,- I I- . 47 -4, wt "MURED M"EIE =015 I (WK OA71EAP -1 V*ME I- - .1 1 Do.=K (SIM WHEDULL ON - -C, , EIL " - � , /2 REQUIRED CONCRETE AW , " I "I _, I' V. ."M 11, I I - ., - __ EXISTING POURED lzi - C4) . -�', r , , -1 I - - , - I � - R4 i .---,-L( IS : M" _ - - WaLm _11111�5. 9. 14;mu Wit! -_ - (SEE Sc ,., (... D4 I _­ SEE �1 . " (D I I 1 WHErr 9) � I � I _r �, I L " 'w" � L 4 04EM 0 INIII � i - = -- J I � � . - DA I I I - i - mmw Famw , � I � SHEET 9) . I . - I " .. ;-- . ; 71,1� --- - -, I 0 11 ,M% I I - . - S"M 9) - I Fv I � I ,-.-----I i� - -�"S,,�-,,,�'L ! ­� .-�7L '�V"Zr' CQ11CRM I � I" I � t"A.— I � I . I (D 1 �I'Ml­ _� . L - � 1 "2�� _" I - - W, 1_4311.0 1 �� S. " .= .� I , I `�, ---- f 0 --- - Y" .) \ , I .,-( CONCRETE REQUIRED� I i 04- . � SCHE D. I __1(S0M"-M-=I1- L ___ =I..= , i E� .. ".611110 P%:%CF - I - if � I \ -g4 , Eh , -M = � , 1_111�\k_11$1;X;., _...".1 ,-E: L If _"'� !� - ---e 4 1 : � L I - -, t .- w­ :�� . I? 0. - T 1� q ; ", 4. I i -, I � � I \-- 1� 7 � � i �� � 'L 1 -1 � � ­ i � L � I I �, _J /4 1 - I Y,k : I - 1 1 _� I ­ .- ­_ - - -I ��.'. I � - ­ _­ ­ ____ --- I I i � . I . ,14 - - - � ,�__- -, �: I I - � . � I . I -1 ­ ­- .I --- I I L I I -I C ­`­'t� I cf I ; � I 1 1 ; , : ; , � ! ! ! ; , An�� AP. . A - I - - - - _____J D, - I . i .4 AA.: - �Iz . I t : � I I : . P ... . . I . -I S � . , � ,��, �,,!,.�,,'�, I. ­ - . I I ; ,,`�' I ; � I I . � ; I ; I 1 � � � I � -1 i � _�& � L i I , L Y - - I 1 7- . I L I ,_ - ; 1,� I _ - I 1\ �/ i I . -0-% I : I T . � � I I i I I � , i ; i i W _4�, _`_ I _-_/7 -C ENWN0 POM I, D. i � =7= , � %-� I ,1� __/ I - I I I � I : I : 1 � D2 ; 7 3�� i ED " @� !" L � I I I I : L I I COMMETT I I ",;� , . I F `^M0$ I I 1,�, � . " 1 , I ; I" ; , i - - -, I I � , I � i i I I � I , I , I I , 1 , Co. , : "_L I I i r. .. 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I WAI.W­- I '_�:- � I , 1, -q� �� - t ca I g i I - , � 10 I i I I �#,Nvzi. I. III I . W � � j� , � 1, __: � , , I I 0 , 1RX` 1` M" 4 K& i � 1� . ,: . I - V I I IN 9 = I L � ,,, - 1 _'­­­__ . I T i � �; � , � I I � -1 ­ , - - I -'---Ll'-- ; 'I . " , - I i- ­­ ItI I /-"-, ....... .. L, ­­ ,� i 9 - I ­ '- ­ - � . I - , - - "' � � ; 'T T , ,_ , - -, � - S. , I I - '� I I 010V I, I � . , -1 -- -1 f: i � � � ! --(D - i I 9 I � - - g." - . w. � , - ' 'JILS WM W/L,� , I g � j I 0- i ; � I W-1 - I 411�' _ � I I ,,,__-,,,, = I., "*.ffIAW.=I" 1,11,11 I I I I I ­­ I I- � I ­1 1'� , _.LL 1 : � 1:1 3 1 � � � ! ' L - "-,- - � L I I � I Mo. Wy I I V--..M% x � t I I — I d �j : � i � � �-=, -7 i � [ � I , � : ­ 11 , , I � i CI OPI, i 1 ­ , I I 1W L -- Or. - � I - ___.a,NIS 1 -,Cl) (D-% i J�Jay. ,;V� � 7- I I I �l I I I I J .= 1 .(D I 11 M7%AAII0I I V,.* ,,,mw ­­'­L-i ig ____ _,i .R 7 - --I .41 ,� I � � i I . 0- ---r � I � i � i 1-1 I I : i I � I A. ". - �J',�, I­AUV` . 11; I I I : I , , - i _ 77: - .1 - I � � I �! 777711r,"', __ 'z 7 �1 ; It I I /­ , L-.1-1--__ -1 t___ - __­­ LL �"',�,= �� I . L i i _"�, �,f,, � I --- ; , ; i i � , � J__ �=3� It 7 9 T 'i J i . . . � I i I I- I `,� I i _� I _A= f �� It I 1.11 Ig L__ , � � W lH IMe- 1 ,2 vt Dt , I I f - - L " _­ ­ '- --- 111-- I r � . . I I I ! ! - I .- � `� - I 1 ;:�: �,--- - --- I'* - - -, _ 8 ;i i I l: I � � I I � < � . I __\1 - -------,- I I . . ; �_ ,;-I.w A. : ""', I I WSDR. I �, � I I- , - , 1 1 m I zwi i _­_ �/ T . . I I � POURED E-O� 1, I DID 11 I - 7 , -- // , ­_ 11� I � : 1 - � :" I . r I CONCRETE OR 16- 1 ;, ExtsnNG PouX$_v DO ' ��Vv� I .1 I EvOw " 1 � I 11 � I - - _- I. - I I i '2 '/� - - EXISTING POURED EIL '� 1, - ,2 ,/2-0. "'. . * 11 1,, . - - . .9 I . I I :v� - I EXIST�NG - ,- IF J, I CONCRETE OR - N M I ; - x I I I I : . - L ,�� I W= 4 , I I :_ f --, -31-@/� i . _"-, - - _TE BLOCK ---- ' ' ­ L - � , '� 7`77" 11 " I ! - L*1W1. III, am "" J11 �­_ I I ,-_-_, , lx , : 0 I/r cc 11 , I CONCRETE 1: I _ �� I � '1� � �­ I � i OF *L* � - _ LM..(& . 0 ova I' M.., CONCRETE BLOCK , - I DID" SAID 0 . CONCRETE OR 11 I - ­­ __ I ;1 777 1 /.;,_ I I I I REQUIRED ; ­ ­­f kOCK .". CO"CRE . i I M;, , 5M I .Ti --. -',��'­� ­ REQUIRED. f =` N_ 12- EX'STIM; POURED , EO. ;52, 1 ILI I . I � 50% - Mia. - -- I � - - I i 40 . : OF IV . W.� I I- . �*_-�L��- z ,,� CONGUIE OR L � I L , , -1 � I � � ' ' � ! , 1 7 .." .,�%, L I ­� " li, � ,_ ,,,�" I _E4. i - ��, . , 4- III? . CASE C �PLM) 't r� r ,,,�,_; : L �_f�_L '-_",­1___ ! 1 1 I MM -� I Ml_� __ ; ; � - -71 : r'1t ,� I . ,-/ - �_!=!`* I ; sax .029� 0 I-E:z:2 _ . RECOPIED I ==%. = . : : "L 9. I "".. , , � - 01 CD - [* I " CONCREIT BLOCK ,� . -�,;"�, 1 � -, a MAX 7777777 � ; , - a i r am � �'� � F P , -` _­­ -' ­ - ANCHORS: FOR CONOWEE SEE SCHEDULE ON SHEET 2____­ - ­_­ ­­ - . I EXISTING POURED � � , � 11, -, 1. EXSTIMO FIGURE I f I f DOW 100 I �,,�� .... WOUM . - � ED . � I SCALE 3/'e-, � I ; , I , I � FOR WOOD SEE SECTIONS ON SHEET 12 _____­_ � I I . , - � ! — -0 ; .. %�, I I i I'll; L I I 3 c 1. 4 � I � A i t------Fm I -1 I SLOCK � 1", - . cv�,-4­7 , I --- I i t - I : r ft = I �,� I ", 41 i.*.irl-0 — — 1 1/2 IL � � " - ._.1_1 � I r - 1 4 BEORAR STORM PA E � A a ELEVATION .� '�� �, - "�-, I- 11 . STAGOU" W/ STUV__ - (SEE wfxw W , ism SINEDW ON -1 I t - . ­ � * =! . � I - , It COKRITE ANCHORS 4 SI, ls� va - I I"AIcIan ; - , - SCALE - 146�_�_ - ____ CRETE I . __J3/4­__ 1 _;�; I = OR � ,�� I I " - I. - , 4 REWIRED I '. . li, ' L� I . ti- a =3 ,-, I "� � � I- � � I . ri. � .= - �t, -.1 ,,, L" t` M­J ai%&") ` - , � ,�_ - I-. ­­­­­ ­11- I � 1­1/1 Z( M r A - _ w.-.-% ,,, � (SEE SCHMOLE ON SHEETS a TH*oARI 9) Sm" 0 "44OL'aw 31) . SHEM a nom" 4) , , - - _��, I "X, - ==-, rw'.M., A%= I i - ", S i I : � ' --- 9 1 "14 - vv�z,pa CONORM -A." i � IlIC41M _, & ��r n 0',. -,a - E.�4 OF (y) � (SU SaHwuu: ON- � *,�, IT �, I" 0 f # , 7�;� � NEDUIRDD _ �.g , �, , , I . �/i I SHEETS a �Wu� 9) '4Z,�-OWAS-naff ��` 7� - , 40 �`_ ` 1, A _= i-..&—. ,—..* 1 1 'Ir ­ � I � r . 1/4' MO. CAP KOS OR OF TAP-Glet, , I =KRM I I t­­ ­­J­­-A � ,�,,J I - 4 I � t-E i ; � - " = ma - I J­ - L 1­ f ; , ;,� � � 1 2.157 Ism SIM ON i LO —I I � I , - I E , I - -1 i - '" " � , � 0 Vom ____ �,� �,',�-,�','4�' L-ES 11 �\ ��'1,1,11,1 , , '. IlP,k, � ; SNEEM M � -7, � .. ­.... .I--- ) ING a THROUGH Julw QyLl Mo � I- ., : --- ) I -20.3/4'S.S� BOLT '' I ­ L 1-AL----1 �6" NUILAP -1 W,af vAuxt) A.- CEILING ALTERNATt auliA WAUI UNI :�_, M a- � , "� , -1 �,,, i 11, I " I 11 . 1. 6, MR _(11.111.1 , � ,j; - I I j � _ PUT MOUNTING -7 i ��,, 44: - U I.!IX - ", I i � L � 771 � I ' � CONCRETE ANLmn I I I. - / --\ -<D-0 I 'ENLR ; %M,� . , 10 I721;'21/n0C.WV`r ?,N\,­_`4�� t,��­.,','_�t - _,'_'_z'-__ Z_=,Z_�_ ��- I L WW tff W I iS&CAVn11//12.-, - I _WKA0*"0AftAP"U__ amt. I ! It, I I I �, (SEE SCHEDULE ON * � �-�T-_­o­ \,- �,-- �---, �-�� r,4 � I 9KA04 WVH ,�(,-,/ a %I,= I. I � c � WRORM OXMR* I I/*1 MAX. GAP lu I. ­.� -­ --- I— � g�� ANCHORS SUamER0 L____ ISEE G&NEOLLE Ok I ---- -1 0 (D �"_"*oa) ._ _,,, / M t EDGE OF EXISTING * NEW I- WIDE � 1AR(ES . i/Ir F-0, ­t EDGE DWANCE, I � I t 11 V E.D. - - ,I-OprNAINO -_ 10-0 CASE IT (PIAN) = SCHMAX ON I SHM 0) ,X OR 3EQ111ALA_- U) 11 MON = I (:EE 11= t.. � 7WX Atuw Tim OR 11 4 . SEE SCHEDULE ON I SKEET 9) � � � , - IMMM 'AlU12A) . "] ­�_­ _-, STUCCO/ PIL "D PLATE SPAM - A_ - SCALE 3/16-1- � :­_I&� m,tow SCALE 3/32--l- 4� BURM OR I'M - SaAftu. - 1 1 1 SHEETS 6 I I � I 0 �_._%Wm WIT OR IADCK I ft aMe, - �0_1_ --- I 1 I I MEE=r ICU I I I 6 1, 1. -_ I - I * 04EW I' WIDE ,, VARMS ;�' � ; _,� I , ReWRED MUM L. I , 5, 118* _� � I t I I I . I A U . - - Cn I I I. I _____ RE WOOD PLATE SPAM '�p IR 0 i I NOW. NOTE FOR I � ALUM, TUBE ON I � 0 VARIES � � . �_L MOUNTIN2 DIRM ANR W66 UNTINO . . " i TOP & BOTTOM MOU?MNGS OkN BE INIJAUAWN INSTALLATIOMN -1, _ L 0 � I =0 I I �. , � "No TRACK 4 ; ; If " ! - � 2 Ilr 0 ;, I "'ItitIE111011", TOP & E107TOM MOUNTINGS CAN BE 6 - , ... CONCRETE ANCHORS �'!. I COMBINED IN ANY WAY TO SUIT ANY CASE E If SECTION 0 _209KF . I 'NSTALLAnoN. SOME 3/8. I' SCALE 3/8-1- i �4 COMBINED I ANY WAY TO SUIT'ANY �i 'L � SEE —.-a, - I IRACK C.M. ­ - . 4� - I f _41" SCALE 3/1-l' s1toift);k" ,,�,,% i '. ,," 7 -, - ,.: �� ILL! _'� � ., ." eg '*� ! --. _ , 4 , Z tf k A. �14 ­�% N .4 , INSTALLATION � . __ #'* .-- __ i , _g) I lql%�� �. T14i _"""W­',�:�'�j"_�,�­" - �, I W, .. ;. . 'R �� /) 11 � _J'_'��'_,� - L ___' ­1111, 's ', X�u I .-If " X L ,'I':t­­­-­.. ,'+,� I I , t _11K I, , I , ""'c' � - - " I M_ I I I ", 4 i 7:1 1-1 - =A I �111 I I -11 I , .. I I .I-,", ._�� '1_11"'111, I ­­­ " IV ENS .. '%I' - -- -- H . ! �1�1 -­­, 5�, + = '. � ­ � T_ ir-Ji,,- -44 ., " L. X 2 .1.1 - , -1 I . i6 Velocity NU - - ". � � - . WK _km UN,P`, . r - 11 FLORIDA BUILDING CODE �Hlqh Veletall Zone) ENSA, % . ,%, EXISTING POURED] ) �1 , - 11 i, , FL40RIDA BUILDING CODE (High CUnd Zone) _0�4*m_ � ,,, .. .Ii�;e` _y Humacao FLORIDA BUILDING.CODE (Mob Velocity Hurricane Zoned - -- �3/4 ­� ­ __- . . i MIM * Z � '! 0. 0= 10 K .1 CONCRETE _`1 i * : 1119-44`f6t , = ,��,P=) I ye MI. ,,- � .* 1. RItQ0 TILTIM W_ ry- . e2am PUM. PK, CA < ­­ --ED . ........ ­- I �0" T.11M. %C. FP. , I 20 GAGE GALVANIZED STEEL STORM PANEL 20 GAGE GALVANIUD STEEL STORM PANEL _a - , REQUIRED. : - . 20 GAGE GALVANIZED STEEL STORM PANEL i VOW By, ­ ­ ­­­ I r No. 44167 ; S DRVIW ft. , COMORM * : s 3 M­ I&." HDOW, .* I = . Z -(sm sDcou * MWAN W, I - - - - __ 1 * i - . ___ - SI;M�� S .. * C,:�:��� , �L .I-- ;__�� 1r__T_1____T_E__________\ , =* _ � 1 I.. 4 T'Arr V J wit __ x� . F-D. -(EDGE DISTANCE L C 0 W/=/2M SEIrIT A 1� C2,- � MOSAL PROTECTION PRODUCTS. U.C. """'� __' � '""" ULLIUAL PROTECTION PRODUCTS- Lm '/"/`R"c SEE SCHEDULE ON TOP & BOTTOM MOUN`ENGS CAN BE Z -.. S. * - ­ - 1-1, _. 1:�, I'lic GLOBAL PROTECTION PRODUCTS. U.C. DATE � DATE, I m'��* b ft Ula, _ I _. kTE 0 9) - ?I , ------\ AUG S_W &I tGRECT I - QMIL EQR VACESS REQUIRED AI ME 29 -- / IILIECO...� \ "WSW 41 MW StEET 9) � 400 &W. 5 - Z CLILING AND %.'Si�­,'30FLII "I - /rTIMECO... \ ­ ., COMERNED IN ANY WAY 10 SUIT ANY MR 11 .0, -1.1Z QO DAMr ft 333 4 INSTA"TEON. DAWL FE- I, '. I al"Urm.m.k 9%11.M=9C0WrV - RK.111. tKEB00-160, FM (04MIN-0701 fignmill-21M ADJAI %,,;.,&� . RID 1V'_.__Z�__ War, FL. 3331. 20-176 - - 'V��`- "I JR10'.. 1-0140 . . AL ' = i tw .,.I- - I 00).11-1i.1, 20-176 KQQD-A&= - _"U& lzlr4 =U461,11- Now (*"16�lm FA,IL (WL)ON-tv" _i�;, I ... ...... - ,� _n"_"1Xr_1 P�K*14 ("4)8131�7$46. W (544)144-10111 20-176 < ZA W­ � , ,_ - � "T .1- � am A!".'I'" , , VNE ". - L �i -, ;;- � 9 � " 0I't _!!�4 � 1W I ,A "k. Oft"M W. N�, NA Ow/urt: WALTER A. Z . *W a W 20 11111 F - - ___ . 0 �,z IXMW" NA - CA-00015701 ­11'i, 21 ax-00w, - 04�00 I "I"T"rCICAW&IINIU11�1� YALTER A IN �41 P.C. , __J I �_ "W . 07 to I .M,A�Irll",T 2= U I - I . I - � � .. .. I " WALTER A, �� � � � �� �� � �1��l - $'­' i I . I I � ,Ih Iwo" zz, 'i � I I I I . 5M rA Lk 1 a_ I I I I I I SHEET NO. SH 1.0. d ON ' s a 4 WA AMU &QQB MOUNTINQ INVALLAI19N M XER sm.mx IN SPLIT PANELS X 11 15i tr' t aW"ir RED ��. ` Ai \. 2".1Sal+•rG-r ^R A• r Yt t/4'X6•-E• Arm 1L..I - ice,^ A ]-14 • 1311d1a C -� tAb. N�69Z: 6 mo b y. ._._ 1 1 E r �L4,Unx 1 i wom A. # s ) £06£ Of WALL � TAW. WVMA w M1101/4A, w J _ , rrs• owNraxc ON aaNP MIN, ED, - X `C EO O40a 1 # t ry $ 1 i tea/ ew 1 ° I10 MAIL Um - aMWW M bGA, i i IpRl NIR W/b'-0' Mw. 1'kLLl ,EIB:iN k P MTWP i 1 i AL O -1 W "Ov NO. MERLON - REWIRED MIn. tXllr%IE A'A+Mk SPAR (Ft) TUBE MULLION - '`'"f~ N A lti aWNEMZON > i -b' TO ;<'^B- I•N61 kPAFS5LNC MXwT OF Haa -T2A > 5-B' 10$'-TO" 2• z.4' X i'4• P.+.r. M.r. csfaMlE AACNDRb � f (56 SOifMAE iTL1aN4 t, A 1 a ux 3emb 1 k RS "_.! V-1,Y 1D W-IF 2- X b' +. 1 /8' ' SP '1U +55,DEDR AS-D: 06pPRE56UA£ RATING s.1Ort . `+AWE. LN,ro9E'7S MMEN 0.. SECTION S yNLEND ORIENTED SCALE 3/9-1.- NOTE MULLION CAN ALSO BE flAT "giALLE6 WYED/0 STOTopRM PANELS ON TOP N PANE OPEOR 007MM SO NING W/ , BE TOP * 60T1OMI BOTTOM OF OPENRLO. i I � � l a i tt 9 L I I! z.TT= LI_L�_J _ 2 ji T - ° e I {3PE rsaW&nE5-� L.�c ,worms svA -. LAxLR1r ....-_.•. E CODE INSTALLATION DETAILS FOR REGULAR PANELS12 & qh INTO EXISTING WOOD STRUCTURES ir vDa11 . r'/.d„HNe,I a Pn wmwM eXsA4wW�'wn'G.AX A1NFw4M.>AaT., -P, iafr.$ 7,+aUanroePMD'NuePaTnNebwRJm xE� ana 3c+�.R .. nr .... 1rWKDx RAX m .:.. romr,tu ,,�....•. ,r wa m"iRawFARr�a,me. efrNamal arPa N d R A IAHAiOdOPd' 1+wEAE8AEawa:+AIAri.!" 6xAI4wtiPRNP PTA2NP e'Na2. tT 1"1o�4 ewA" n t},4 +A.IAxaR, 1 1aaRr 7rm's •ro Amn "o'' F w a aAs4 uWor ;_ daabNw+IAmEPa.MU w 4La°i r.k.�:. 1 frosw AMWA. /r:roir ^en!A WwwA%iWmlarn4 I vwt /9wX,r / E 1- ,J+ r'. I emE T rTT'YJX enX m IT :Nror III R41naA I 1 AXa Pore +l I i ' I/Xe 3 i ' i�a r a1 , s� • a 1 s o i _}.. 1 i T t� i �LLL"" �e _ •,� 1 - _..._ _ - - L .. d9 EI nx GET t' �' £ i III a N` ; T WALL MOUNTIFiG 1 NIISTALLMON - ALTERNATIVE 3W AH a i`R"4"Ac k B� ' SCALE: Ile - I / -� I i Xz i�R, ,A,oNA 1 Its �I'hfA'aR:. M"PA� zX, YMN AIAW ' R N.' nxueem UILD- MOUNTI � - -T 4Y tiAR a rw: 1 _ 1• LYi a o --... aNSTAE I AT:DS ". l9LIU"HLIt�L1C' &.,I.�SCAM 1/4* 1/4' = 1' CEILINi3 A FLOOR MOUbMN6 ft ,(TWO LIOUNTING WALL MINTING IRSTALLATION - ALTERNATIYE•4W INSTALLATIONS -- 4,ITT•`TLNeIIVE_ AW (SEWN AT TOP IS LIMITED TO +WZ-67.0 MAN. SCALE, 1/4- . 1- INU& aON ALTERNAMEW A.S.D. DESIGN PRESSURE RATING) SCALE: 1/4' '= 1' SCAi.L 1/4' 1' t+rwmPiR91 FLOOR MOUNT G tiO7E$aA it / INSTAI l ►LION -_ �j" I ON aw Tr�4fAA4'. 5CNE Ile = L.. NN'„rL 1. INSTALLATIONS ARE ONLY VALID FOR. BUILDINGS WITH A.S.D. DESIGN LOADSy P ,/, '^:'{ '. T + 4 UP Q 55.5 -72.0 .s... AND PANEL'S LENGTH UP TO B'-6 . P T 3 +' GEMS FLORID BUILDING CODE (High a(acit urrican + titi A (N Y N 1 xono ' . FOR N F - M. T H.. Y O NEW W000 FRAME CONSTRUCTION: WOOD EMBERS 0 BE SOUTHERN ¢ , ° PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL t TTP• N _ o. 4167 f 20 GAGE GALVANIZED STEEL STORM PANEL DY NOTE -M GO)ABUYAT QN of SUM _ f'"'' J tsLOBs#L PROTECTION PRODUCTS, LLC. LT ' PROTECTIONPRO siopa �7 oQP< _ !s b, TOP & BOTTOM MOUNTNG$ CAN BE Y 115fIN0 R pDOMnIDLa �dMPANr °' R' • •` 20-176 COMBINED IN ANY WAY TO SUIT ANY �i GO ''• xw 1NA'ti• an ""aM' ANION.- (A3aX84-7545, FAA: f-gaP-an7 � w�.,+. Neva ou-�aaoe�-Tb,9 m-;m; SS1Q INSTALLATION. bt --'^ NgHNE NNITI s'Afs�aR'a¢/a"TE wAaFl�: �r 'e'L - - af�T roams CONCRETE momRb CONCRETE ANCN015 MR CONCRETE ANCHORS: S¢E ON SIM DA, (SSE Bm"I ON (SEE SCHEDULE. ON FUR WOOD ROPER', SEE SEC{twtD ON $KM i$ 'RNLI 4) `' SKEET 14) t r^5'«• .y��2N/ - 1, d IW/15 2 ., a .I POLRLEO OONCRETE `' r' kRA1 iA /4, 4. 3/4 OR 4/4 is -2 & 1w/15 � 3- Matti i POURED cONCR\iYE EOlARED ��i{It �[11. - - = � ! �3 - �jI III1I 1IIil ITT .1 1i1T!! ITT I1 x DN�y4 ) ANEL} (xnEtaoR PANEL) IINIEWOR PANitJ (GC PMZL) SKEET 14 SMELT /4 i PANfij-REF371DN P sal° I IFDR m' CLASS m ar0Ii siro AW EVERr san a at 1/x• O.C. s1Ra a 12 V2 Wo.c. TJl4X �MG�MVC -1 4-A1- MACHINE SI 1/0, M1P- .% W/ 'SP 5 E 5EE OFT:. 1/94 { TO Ry4 9I 1 a U,G. 3 ilbr. (CASE k) i Ia LUf 12 YJ2 OO, S .. -1,... :.. ....A c.., .. ._1_1... _#_. ,d...• ;{._.C.1..: _.1 .., ... .... ISM ) A . I ly (SEE :CET. 2/t4) � A I I •I GITPNWME IIDEATION. T " T DRl AGMN ISE OR CONI $LDCK WALL RECLINED ; 1/4. 2/4, 26/4. 3/4 4/4 1, 2, & 1W/1S 1. & 1W/15 I . w Z ALTERNATE LOCATION ON LOT SAFETY I.- PANEL AREA VI LIFE SAFETY PANELS LOCATION DF tJfE }/ , l.e. AEG" PANELS W/ OR LL4 NOTE -,. SAFM PMIEL --a Wf0 REGULAR TRACKS __... (SEE NOTE 1 CONCRETE ANCHORS ( ,lr�; �' ."' T BELOW) a UST PANEL (fi TO BE INSTALLED AS .. LIFE SAFEn' g'., PANEL OPEN SHALL SQ SCNEOUIE ON ` OF RO OR SUB ALWA15 PNOWOEO W RFAA #ANtR.F Ewm=� R E r'OURID cAIfC4cTE (Ni. ,a / SHEET ) '"..�.% tiL}. 'T CDNOLAOHy TO FMILITATE IRSTKIAT,ON IF I/fENDED Cml AM* RICO TO BF Ml5'tALLEO t1R REMOVED FROM INSiD€ fONCRf.TE ARCIiDRS 1 �'. # STRUCTURE ( mien --ED ELEVATION A E TU L I A :T LA 3. WALL MOLIN.L. I%iST ATION AI`Fl srsAE 32 =T' w rL MO N / .YiA. �... Ate____ G I T TION SECTION SCALE; 3/R' m I' SECTION i SCALE: 3/B" _ ," 1J4. @eA7 * �t T/4 ,a _, ,... CAP 1'4 ...LSE-'k?Y1-+S.('OBM:.PENEl. �P'FM INSTA,dTK_4Nw Y. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST' PANEL) D -., R DR P P I AT AS AN )INTERIOR N BETWEEN END PANELS. B. AM., PAnLEL4 ( TrRNATe LnG, B TKW MA �� it �ETa AY NOTINSTALLEDPONDS LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS (W/ DR W/O REOL#1AR TRACKS.) SEE � 2 LIFE SAFELY S PANEL CONSISTS OF 0.039" GALVANIZED STEEL STORM PANEL AS SECTION 8- 8 PER COMPONENT 1 StLEET 2 OF PLOWING. SCALE 3/32--1' THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. 3 LLFE SAFETY P RFAUIRES TOP TRACK TO BE cDMPONENT CD& LiOTTOM TRACK TO `A,`,AAMNP 11T�f•l�l BE CONFINE AS PER SKEET 2 OF T1115 ORAWiNG. J 4E,�`,,.•••••., ./ Pi COMPONENT} Y RE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 a •� 2 ON. THIS SKEET, AS WELL AS DETAILS 1 A, 2 ON SHEET 14. ��'�' •'••, JGENSF .• FLORIDA BUILDING CODE Hl h Velocity NuMcome Zone- 4. Mi, LENGTH FOR COMPONENT ® IS t5' 1 IWO4 Mox. ANCHOR SPACING FOR COMPONENT ®ANCHORACE AT BOTTOM IS O EN ON mm Plc SCHEDULES 1 R 2. SHEET T4 { 'k �, Z 20 (ARIL GALVANIZED STEEL STORM PANEL DxNATr �.: *.; _ COMPONENT®MAY BE PERMANENT OR RE)AOVABLE_ IE = G'•• A "P ,"`Vr ` a ` LOBAL PROTECTION PRODUCTS, LLC, a 5 SEE MAILS FOR. itWALUTION INTO WOOD FRAME BUiLOLNOS ON SHEET 15. h') '•. ---^"' f ` a� y"Ei dACy. .•D. ^.. .... Jiv I. LC 4190 RW. S# 51WFET n•„�.. 6 SEE SNEFF 4 FOR DETAIL APPLICABLE TO THE NECESSITY POR THE INSTALLATION OF ij�4 Val flryA)„ _ `y /' 1s•.4, 'Icai1NO R o IN ROoI WOE FL 3.13t4 , y xN zAA. 8e. AM ]R. wWRp aamL R Atu R1OIRc' (RRA)A08-:S4a. fA l; (P5/)>H9-iT1: "i0-1 i6 !A[I ' SPACERS AT TRACKS (WALLED ADJACENT AND REYCr40 10. STUCCO D BANDS.. Al /W ll d R«.• . rxwa w>,-.Rw - r .: n 3 m-1Ris _ 1� NP: lNII • > Xwp :AIR "X '1w"trORANOW CA-0110e716 t X PG S'£PLrrS93RAtUWtEfM.T=- yaK7FR A TflAfi df.. PC MA aT..W $NEE! tJ OF iB t1AXMM A.S.Q.DESIQN ItiX1lTE1FURE MNG (12.s.f.) AND CORRES MAXIMUM PANEL LENM "L! SCHEDULE N (VALID ONLY FOR pANasQ *Q 06LrtiATP m AB PER SECTIONS T 1NRU f0, ON SHEETS 4. 5 # s1 W t 4 - • aD.Tm J ! Y MrT` SS, MS: & ROLtYaA AT OR'ENAP A. M#KlNGIti OF PAN0. INTO EXIwTi�_C�ON w: i1N BLOCK 'STRUCTURES (VALID ONLY FOR PANUS.117& (It�.WMALLATICRIS AS PER SFCTM T THRU 7; ON SHEETS 4 &. S) CONORM L _ 3z'•'AGE#Sf �•`%'"y z FLORIDA BUILDING CODE fHi Yatocil7 IIurTl cons No. 4167 s C2m 9LTim Nut, .Zone) _ 20 GAGE GALVANIZED STEEL .STORM PANEL ORIONW, j-MORAL �w 41N�el..oe.. GLOBAL PROTECTION PRODUCTS, LLC: 07j4 :.I L E C O .1 4100 5.w• 5r STREET OA,E -Y.4X n ,. ... •+ O a T1O, .COMPANY:- 4A4�Re,iM - F •- (86AW$4 7515. AJL (e6#}------- M'T-ltl�'h: rs, ZD T7() 1NiA. ..0 'ikf06NANiK/BAWL ION E'n- :rYr7. ic.w Aoaw- A,w tYOAh4Ki Nm YIN.TER A, 'W', C.E MAXHIUN ASD. /Ao.. IENGM t1M11L SEPAAAROrt R.Va'L �" °" tSB.$, -720 7'-i' OP LSS 2 V4 tRNBOLIED 1 TIWNU S 3 T 4bs.s. -72 D ,Y-6' m a' -a• Mw..a 2 $!4' w�aLT1D , 1TRLI 3 � 7 t'�.0. -72.0 >a'-M TD. tt ••2' Mm.. 2 1J2' e ta3a; -4E0 II'^4` OR LOSS 3 1/2' • tAR.RD�MwTx a, G R 1II LLAKIAIUM A. -SO. DESIOt PRLSSUTE RATING (aA f % ibA10MaM ANClgR5 �K'1AT FOR ca. - O 1fY '�. 5k`CT1014 # R I MAYAIUM PANEL kCf AIN { LOMTH l` (A.j OF TN©/ 1A,Y.DIL tt TM-oICP CAUf-W PNStIMiE FEtNLE O PNOOMATE 31� � GO1t^d{E#E 10 fO,ICiKif • CiE TO CoiICAEIE -. TO LSa,CAEYE' CONCRETE m CONCRETE CONCRETE 6• NfA N/P NIA 6' NJA � ( N/A A' W/A 1 (TOP). S' 9 N/A N/A 8• g $` 6' 6' 6' 3 {ROTTp1) a- NJA NfA N/A 6' A NfA b` N A / b' NIA 3 {1DP) N/A NIA 8'. NfA S" NIA S` N/A ? (da7f>X� N/A N/A M/A e' N/A a` NfA 4• NfA 3 a 4 (TOP) `'"-5' OR LESS OR LESS NfA. N/A 6` 8' a' I @' 6' 6- S (60ttp#) b' N/Ab•8" NfANJANJA LWVA e'6" 8'4 R 3 (HOtIdM) 6 ir4.' ,I T/2• : b 61r4• eA" a i/4' S frJ'aaA) STE SEWETS 10 R t 1 FQR ANCHORS TiPE t RPACWl FOR gVYiALLA15UNS R710 iM000 FRAIL DIHIDMItl. WNMUM AtiGNK sPAG,nos AND IWaiw £OGE mSTAN4i AM WORa:: eS'91 ON Trp6 StllEbl0.E. FOR EA. LESS 1NAN #NwCATED ON /Y" INCLINE REDUCE ANCHOR SPACING 8Y M[A.T1RTa1G RPACNr1 SMaWI ON SONNUlE BY T,£ EWILIYVC FACTORS fOl D4S tIPEMTIwL TO iIO PD.E REOUFFb SPACING OBTNNEO USNO- FACTOR SNML NOT BE LESS 1FWX YNi4N1atl aPM3N0 NOaA1EU TOR rAM ANCHOR THY AT ANCiDR4 L[RET9. Fllwlpl 7TPE 1/1'w 1/ra fJ4S 1�/4'a _I/4'a `1f4'a w exa4R swalR TXX) 3 3 3 1 Iv,Ps asNXrs 3 tI2 A4'WRE. ffi QOQ Op01L}0 FRCFOit 1 r/z• - - .w ao INSTALLATION DETAILS FOR REGULAR PANELS:) & i t/4- D.. ur LONG mI MANOR; W/ FAMEL s. � vN D.D. POP LE 4 TO PANEL IETIGTH6 #R m s'-o' AND$ iJ<' ac. 3 INTO EXISTING V 00D STRUCTURES FUR U NGRVS UP 10 a•-$• U. ON #14-.t0 PANBAPTE nwAr fO P TE eM5 4 12 1//2. 0 C. ANN , /v THREADED I` PENETRA, TO HEADER FOR ALL LE49nM LIP 8''•-9' MPX- s i I ) 9 +y Uo` m { m TA1✓C NTALWM - } t 1 1 s S, pp py) ED t t # LI' 1 ff 1 1 14P r 3 j f j i 1 II I. EO fw 4 g E 'C 0 s _ I t l ++er�gg i g Owl: 3 I _ Ea I I,NTAAAYD L 1 ) RnEO� E - ,M1m e } PFSiBaO 1 ROOD WAM # 3 i AFAUM } AIT€RNAIM IN ALTERNATNE_ZSN a 1 g 3 _ Y 8 -w, SEE�r ED" ON SCALE 3/8=1' SCALE 3%8«1' e E SCEBDeiLE ' SEmm B.$. A__..._,. T'" - )0 OLA62 YA•rX31310 FOR AW, T SEPARATION -. 1 T O TAMtb. ( a ; ''ia,MNGG txN0 � I W 1 D . r2 Y .fi I f i � 1 F9 ( t I E , EQ " • li) ) i I EO r yy �` E ED. O , t T s 1 x _ J r -PAR ftm AEMARM lf4• LD. + 5/8' LOW BRAS LASING 1/4`O.G- jj/ r..-,1�A7 �j'-4' S3/Sg^ •°- PEAR ROUwk9 rl.?. FOR PAML Luc" UP TO V_r " a i, WtN'kI W'C ' I i FOR LFHO,IIR La' m a' -a' um. t I DR D PANIIANTE FnIALE 10 DR Aj i ;i PANMNTE " a 12 1/2• a I- wm I I T/2 wR TNRFAOED PENE,RAT wi u ' r . ,n•k y+D SPH> a 1• aL W rY L� r PWA 1n PaaTRA, i1a' PULE t WOwaR" m RATE dI,TERNATiYE- 3w SCALE 3/6=1` AI T�RNATiV y 4w SCALE 3/8=i' WDw10>fl OF EI(6T1NU` tEOOD PU7E Fox REOIARID ALL LENGTHS UP m W-8• Un i':; N j WOOD ME goal CONDMAL IJUM & ANOCUOR LOCATIONS NOTE SHUEFER TRACKS NO SHOWN F CLARITY 3/aet' Ai,T£RdA 7W SCALE 3/B=1' �� 1A�AA{AASf�H�.�/tfiAky. I, INSTAW ATQNS ARE ONLY VALID FOR BUILDINGS. WITH A S.O. DESIGN LOADS' n G 'y FLORIDA BUILDING YW)Da( UP 10 TO +55.$. 72.Q PSF AND PANELS LENGTH UP To B B . 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE .SOUTHERN �'�", 4'L .......• .,, ., '�, - POOR, IiTFLO: Nit COPE (High Nurrlaane Zone) :P PINE NO. 2, W/ SPECIFIC DENSITY OF M55 OR EQUAL. x • NO. w..A W, : 20 GAGE GALVAM)ZEO STEEL STORM PANEL CAMIN . Ntir FOR CQM)BNAT)3N bF sECttQNs: c *OTf3RflDza _ Of S1 " �'' FL �i+ IL Ct?Ilac. GLOBAL PROTECTION PROb%iM LLC. 4�0 xw. 6# sT,. wm. TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY r O RSQ " ' ;, ,�` " a' ' ._ �r„Ay,�,•� IESTIND ! aOA .1 - ?"® +*- aI+ sa wAl„IM exawAs R >arw PI.1 �lhtkq ha: aW3 WN-v131 DAME R FAA, MARC (834)atlR-75+5, FAA: [$Bye-ar2T Z 6� INSTALLAMON. " ' mIat C- w J v e`-OR " at � Y�v- gX9➢rp YtaORANNe p eB 4 wAtTER A iRLLT S.. SHEET,, M 28 STAJDS. p C TOT2L+6TC/Ls 5) +' ' ♦ 7ICtI�1=�iIP„ITI�<1;C�3:I+i���7I�Iii��+7:T�I�I1[��if��+T: ".. ALTERNATE //�. STUDS. PA TO iH LU P 5Ja• Mae (CASE 1) x MI,. (CASE R) RAMAN AS:a PRTS.K RAiL>q i' WON t5 7AP-ORIP MR-0 PANFILATE FORE 0 PANiLMME HMS APPUGUIREDESIGN 3 R v CdBI✓TaN OF THEM MN441UM PANFi LE#1OiN 1• (n•) m S Ti atOL1t TO CONCRETE Q1NCmRE7E t11gCM CONCRETE IC E iNDb[ N OOtcafiF Og- SOCK m CWCREIE CONCREM BLOCK 6' N/A N/A N/A B` NIA 6' N/A 6' N/A I Ae 2 {i4P) S5•D, -72.0 q' 7' B• 9' B' $` 3° B' 9' r 1 (BOTTOM) 5'-0" OR LESS fl' N / A N A / N A / 6' N A f lT° N A f 8" N A / 1 R 2 (T •+56.0 -72.0 M 5` 9' Q. 7 ! ' Bn B' B" 9° T HOTTOM ( 1 TO 7v�+: +550 -72.0 6" N/A N/A N/A 6T NIA b` N/A 6" ii/A 1 & 2 (TOP) 7'-8' TO 8"-8- B" 4' g•.... 6` B' 6` :. 6' 6' 6` 6" 1 (BOTEGU} FIa.,T 4 ,;,,=•-z.4/;.%LRRS auNT car4urrroNs AT WjUgLA`-r-4 - 3 it2" ANNEwA , ASD, -t}ESIO17 PRIDSi7RE RA1,NO.. t; -- , (SRO a 5f1. 1M Am TM 0' *%o car A MOM a 3' MR LRAM TOP O At64E} APPiJGOtE TO SE. G.S # k OF M71.1 NEMf Ti0 - LENGTHM PANEL. LENGTH (€L) APCCK _ _ m +492 -616 3' 3' 4 1/2' 4 1/2- 2 (BOTTOM) 7'-6' OR LEW +52 8 -66.0 3' J' 4- 4- 2 (BOTTOM) 7'-0' OR LESS +SS.D -72.0 2 1/2- 2 1/2' 4' 3 1/2' 2 (BOTTOM) 7'-6. OR LESS +55.4 -72.0 2 1/2" 2 1/2' N/A NIA 2 (ROTTOM) 7'-6` TO B'-LY +5S.0 -72.4 N/A - N/A r 3' 2 (BOTTOM) T-6- TO.B•-B" DM7n�� T RON ANNNN IN A�.w •*: ..• All r. #'� + . � F a a ..L. A a. AX.� 1P'1x._ ^.i.4 matm ,AnalUi, ASD. bf310x AMSSMRE M181R AAA.) iMc eAISi tp�H Lw4MUY SWiM1AlION T.` (R) M aASS Asa: SECIkMaE PAl16 CQNMION v36A. -72A W-8' 2 2/+' VMN YTt SEE sw 15 FOR TYPE t SPACRiO VON ib12S ANCHORS Rim AA INTO WOOD Es BUEOPl6. ANCHOR SPACINGS #O1OH INDICATED ON AIRS SOTSPAO . FOR AnCRE AYE Sc LA ON HMILLM*Mqw E CW ON 5L LOO REDUCE /NO R T 5P.�OP !N MITO SE GNIO S C.D.EA: l�9 TSC SCHEDULE We FAOTtZ!>t. PXe THIS OP" TO 8E REDUC DFI SCHEDULE 8Y THE USING FACTO MA ACINGPOSSIBLE REDUCED SPMiEA H ANCHO tTRO FACTOR )AS L CER L MNAWM LESS TEfAN 9PACPIII ' NON`IFEO ' ANCHOR TYPE FOR EACH Ar ANt3RM1S LEaEEIO, AN414R TYPi _iJ4t 7d4.1 1 4�k T/4: e TARDk1 tF TITI.IBP PAr8i1M0E vAllalMR ¢MR -Pi W. ox"m vx*x (A,.) 3 3 3. O 1 4r1 ICn::--1 bMG1 Ew•3 O 3 S rfE 3 T/2 _... 4 Aea#I, aTAt 0� BmAFE#7 APet'aR AS 3 ,.w (VALID ONLY FOR AS PER SECTIONS I THRU I% ON SHfXM 4. 5 & 6) MAXIMUM _ WRMIIML AINMRS SPAWKI FOR EO. - 3 1/Y « ASO. OEM;,# 7000N CY TAP -GRIT kYfC-�f PMtE1WT£ /EMki, ID eMH-fllTYc AlUS SOiq SET To SELTroHs # R MAAMUM P:MIEL PRESSIRIE. RAt1r.IO I TD COtrI CONCRETE BrttH TO CONCRETE m CONCRETE BLOCK _ m TO COICRIIE CONCRER OLM m CONCRETE To fbNdlElE B,.Oex TO CONCRETE m CONCRETE ip,OCK TO COTCRM m CONCRETE BLOCK ANY COMBINATION of TEEM LENGD, Y' (8.) 6' NIA NfA N/A 6` S NIA 6• N/A B' N/A N/A N/A 1 (10P) 6" 4" N/A N/A 6' 6' W A. B" , B" N/A N/A 1 (BOTTOM) 6` N/A N/A NIA 6' N/A 8' { N/A 6" N/A N/A N/A 2 (TOP) 6' : N/A ^ N/A M/A 6' � NIA S" A N/.. 5' N/R NIA N/ A M 2 (DITTO ) 55.5, -•72-0 6' kfA N/A $, - N/A ^ 6" N/A N/A N/A 3 & 4 (TOP) },r-5" i0 6`.-jr OR LESS 6' q:: N/A NIA 6' 6"• 6" 5" - 8' _ I 6." N/A N/A 3 (BOTTOM) B'. N/A N/A NIA tr N/A 6' N/A $' N/A N/A N/A 7 (TOP) 4" 4' N/A N/A 5` 6" 6" 6" 6` B. NIA N/A 4 At 7 (BOTTOM).. N/A NJA 12 111 8 1/4' i2 1/2" 6 1/4- 6. 1/4' 6 1/4' 6 1/4- _ 6 1/+i' _ N/A N/A 5 (TOP/BOTFOM) -50.0. -53.3 N/A N/A 12 1/2' 6 1/4' 12 </2- 6 1/4- E 6 1/4" 6 1/4• 6 1/4' 6 1/4- NfA N/A 6 (TOP/BOTTOU) O'-8' Mil'-2' 55.0, -72.0 N/A N/A 6 1/4- N/A S 1/4- N/A 6 1/4' 6 1/4' 6 1/4` 6 1/4" N/A N/A 6 (TOP/BOTTOM) '-W TO 17-2- N/A [ N/A NIA i I N/A N/A: WA N/A 6 1/4' 6 1/4' 6 1/4' 6 1/4' S. 9. 10 (TOP) 43.8, •-48:0: e N/A NIA N/A 1 N/A A N/A 6' 6' 6 1/4- 6 1/4' 6 (BOTTOM) LESS OR LESS 8' 4" w/ A w/ A N N A fA / 1411A A N A / 8" - fi` 6 1 4- / 6 1 4' / TT 9 BO OM C ) 12'-4' OR N/A N/A N/A N/A NjA NfA A N/A 6 1/4- ( 6 1/4- 6 II4" A t/4" : lO (80TTOM) SEE S BETS 1% 11 Am 12 FOR ANCHORS II a SPAC00 FUR MI5 hAAAKROL INTO WOOD MW at"m MINIMUM ANCHOR SPACOM AND MINIMUM MW 06TANCE AM INDICATED Oil THIS SCHWE, MR E.O. LESS THMN MIDICATED ON SMEDiAE RM" ANCHOR SM04G W MULTIPe"14% SPACING SHOWN ON SCHEOUIi of ME FOLOWaNO FACTORS. FOR TR43 OPERATION TO BE POS"U" REDUCED SPAM OBTAINED LSD AACTOR_ SNULL NOT BF LESS THA'E MINUNUIE SPACING INDICATED FOR EACH ANCHOR TYPE AT ANNORS LEGEND, _ . ANON Ti1"I _ TI44 1.PGk4 .- TI4'a r3' aw-maP 1/4'. T/4'a : Ile. _ _-..._.a ._ PLUS GAix-R16-%T 0, *KKR ow"At C .) _ S s 3. 3 z.1JII i 4aMyXQ Oa) 3 3 3 3 3 3 1/2 ITa1W4 om.r NNA W 3 3 3 1/2 3 1/2 4 1 1/2 ACAM. COL 0w B.R AO r A'C 1 0 R - 2 nG0 tO0 �- �rAD FJ - �3. 3 A. ND. d167 94 1 c" DY a20R1 TETEGO, Wc. 20 GAGE GALVANIZED STEEL STORM PANEL t of, GLOBAL PROTECTION PRODUCTS, L LC. e'f wm GOEMC 4tE - 4a0$ 1iw. S, SnEtt NB t £NOR Na caMRy Y cwV, n.. 33514 20-176 a r.:xw wwr:.gm_4 n_. Ua. PHONE: {N547eRA-75i5� cYle (c6t360R-1rmY INSTALLATION DETAINS FOR REGULAR P NNEL5 INIQ EXISTING WOOD STRUCTURES l�l _ i P r O 1E PLUS D PANELMATE WS 4- O PANELMA7E PLUS PAI9ELMA ., II I �I { / d / f f A- ?d 6 1 4 C W i T 7 6 6r 4. O,D. W179 D e f. I // tH PETiETRATNIN T}�.ADETa PTOLi:YRADCR m ' ( TT#lEAOED PEN : BATTIK TD EXISTING 1p WOOD H A ET LADE ,. i t E1r SOH,' FADER , W'd[Ai HEADER 7` i' :ET116nW0 WOW HEADER IS WINO N REOUP>tii E.W6TiTr0 • a. t 3+' I s I2 ? 1 I F 1 I f+uLaY• y JraXsJ3a" 9 {{11'' ! , -c • ._Fly N.X a _sSAo 141I ) r 1 t i tiKWf ST4M • EX13W Sae e i `7 1 ; Ox. • Rx raG 4# 4. O.C: T aO r / J P 2 I WOOD HEADER WOOD HEADER ��,� { �•Min. I A£kWRED' �. 1 REQUIRED ,,�{ i i WE SS2VA" ON � 1 3'EE SClkM11E wl � LEE SCHtOult ON - S,N-LT a - SHEET a - SILENT a : FOR Ma,. - EWL Mrr. RLrARA„ml FM Nan. bETwMTaN -. - ; m av [ m Doss i m a Ass iii a - -- { ,....- A4... MHz. PANEL ll'N6TH L _ .. _. - Naa: PANEL [fNGAs ffp -. - '�` NPX PANEL LENDnf 1 ,f.- - 0 E1• S8. ` ` (SEE NOTE 1) ,Tea 2OKi• s iL I _ I (SEE NOTE 1) i 1/a'a-28s+' S.e ..) (SEE NOT 1) Ms W 7(ai • ors w/ 7JeY . -. MS. w/ 7fd1 , ) s1sT WINO rAny __ _ .. .._.sI' Aaq An, ,BAP __ ___ _._.; _ wNe xuT - • LVEPY DX'ERLAP k/FiFr D,BI.AP T {1FPT ON!& 1 1 4j F SON 807E i . I I P P p dF 't: MAK F T." I .. wa I : I "P-Nan' 'x M.8 w/ .. sAn a 2 OC. ObRT • : EO ., ry", _ ( iT. il, O.0 �( I EID I -- 1 I 1'/4`9 LAG SCREWS 5 i 6" D.C. W/• 1/7' 2'x4' W000 %ATE 14-TO PANELMATE PLUS 284• WOOD. _ 2'X+' Wf1fM! PLATE _ t I 10N. TtiRC:C€0 AEOl1,RED - - REWIRED II' REQUIRED I.: PENETRATION Al f. (. 8 6 11/EQ DEC. W,WJT#DH O8' { MST#! OF PLATE TWREAApo WPOTH OF PLATE 1/4'A LAG SCREWS a .765.ftpO.CW.. ��STAGGEAED W/ - t - {DIRECT MOUNTING IKSIALtAIM_.-_ _.. .-,.... ` Tr1REIiDED PENETRATION i ;' AT MIDWTOTH OF PLATE -- - ALMMM sOAIE 3Ja*z' SCALE 3/8=1' Haim, 1. INSTALLATIONS FOR ALTERNATNES NW, 9W & TOW ONLY VALID FOR *%a414MLrA1N(NIIEAy,F OULLDINGS WITH AS-0. OESON WAN UP TO +43.8. -48,0 F•a.E; AND PANELS LENGTH UP TO 12'-4' Ad'�.•...;?.. 2. FOR NEW WOOD FRAME CONSTITL3C"YiON:. WOOD MEMBERS TO BE SOUTHERN PINE NQ. 2. W SPECIFIC DENSITY OP. 455 OR EQUAL.. FLORIDA BUILDING CODE Ne h- VelocityHuEYtt:an• Zq*TW... s VT S . . .... L' ti10Y0 1&1EC0, INC. F o. Al :_ A NOTE CnMBiNATItXE to a€cttoNS. � N :,A. = 20 GAGE GALVANIZED STEEL STQRM PANEL M4fn1 $r; TOP & BOTTOM NOUNTiN05 CAN BE COMBINED IN. ANY WAY TO SUE. ANY : •�'.. � � _'�_.- GLOBAL PROTECTION PRODUCTS, I.M. aTE: INSTALLATION: _ 4mp. s1'. Se SiIaIT 4 L 4 >� R � DARE, �,,••••-•� I �R:,9.Lfew nwA,A41 IwWD6R i31R PNGLE: (iW4)�'.Ts43, fAY�(ES+)OM-1TA7 ID-176 %, S•71 nn"n . Pt6y 4N-,1m .- : 6AX1 O1-1bT: CMWO6I,9 aRAA'IM IN, ,/AhIIN IIiA1N 4 l 1.^+9L:AASEiTM7E XIALTER A A.. P.E �+ 1m�5*-+ea �a - T Aa MalT 12 W 20 IF INSTALLATIONF T I4 a INTO EXISTING 4WQOD STRUCTURES 1) ;r Tf$ AM. 2i/RFAw9 PFNE1RA11o11 ila TO 1TDW rWADTR t _I n t 1 I REauREA I g wDOp i�lUL/bOpFEJp! /�WRBD a .g 'I MrYa 7.: 'aM3 34- M/�AO O.G. REGRRE9 $11#G'1. TfE7 I �y GI ALTERNATIVE I ALTERNATIVE 2 3 W 3PEEONuis ! GET. 1l14) SCH WLU OA 14 - FOR,. ;11 54aARA71DrL L m ,NOSE: � ( I' FOI i OA Ea t t � I 'i WOOD I1 fI to -. P AGE WDOO R1i0UREC { 7 TI I AUERNATIVE 3 ALT�ERMTIYE 4 zgfaVRF.7 i {t� .. rJ45, LAG SCJL417S • $' O.C. W/ 1 1/2• qI. Min. EHRiM)M PEftlkiMTm OR 1 'a1#; x 11R10 aRASb aumnrA; W J4 Ab% f 1 4,_20a2''. tlR ro �ImRI�:AIIVIL K00D FRAME C4NDIL,�15 & ANCHOR LOCATIONS 1�4`z�db ATE TElu1F DR PAND3AlTE PLUS a 6' OX. WJ. 11/2- MEn. THa010FD PQW%TKNI m ERI$TING Ixam StAt- 3Ja' = V PUTE. ADZE . SNIT ,RICKS NOT fh am 've cumin' WAN, MOUNTING INSTALLATIONA��p:T1LC/TEA ,A 11411N ifs", ALTERN TIVE I : ✓ 4 Baer• 3/r�`i-� �•a?4?': vGfry`�'•.'�_ _ No. T z FLORIDA BUILDING CODE Ni h Vaiac(1 Nurrlean• ZonR) * a F2wD m Em.Rc. 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN A ). a�K1AT1T ARE ONLY VALID FOR IMALDRGS WITH AS:D. OESION LOAM OR TO +653, P4E NH] PAWS tEwoTH up Ta B',a'. 4 FOR HER WODWD.''SPErCM'>G LIfTONDF'D.W6pppoR. Ta B£SOUTNTA'N Of '4L •'. ST AMA • ". NR4. s 9 " FL RdT'-X r *,fQ�t'•SS� • •' ,...~,. / a7/bf2p2p LOBAL PROTECTION PRODUCTS, LLC, oATr 1890 S.W, st STREET . 2. I b !.•'(G •••" A/elA7I//N iTSTiNOLGOMPAWY.' LW Ft af3s4 ZQ-17G -.. - 9LAfA1AN1`A. #. xx. 9tn0#. sb,mwMwN aVaaAK aH,M Fern:e rii•iW F„<(XaD 411-fAe,. WHOAa:CRac.',-73+H. FAM,�(66s611-an7 .+ WAAR6: PE• SA- AUITIA ,YAd.i'F)1 A Dtin 144 I•E•. wN x wn 1Pi,M F BefOLT #$ OF Is C f^J, W (3) O CINN it U cu 0 OL- ^^L V � Lu G Z Q J I� SHEET NO. SH 1.1 11 j ­­ ­­ ---- --­­­­-­ - - ANCHORS (SM SECTIONS ON SHEETS 17, Iff, 19 & 20)--,.-- ­ ­­­_ ­­ - ,a. - 3: i_tft MAX. 7, 411112" SA/it 30/11 40VIT Imvl1" I 1* BAW/it Ar 19 BAW/20 *ON/I;k 7";19 katilgo I. -.---�--17-f-.------------�-.--.----------,�- ----.----.-- - __________1 - __ � -1- _1_____ � I 0 � , 0 a 0 1 0 0 � � I I I 7 I ! I I - I � I T i ; 7 1 1 � 1 - I I 1 i � i , I � I � i I � I � I i : � : I I � I i I 9 � � , , , , I :! 1 �T� i : 1 ; � , 1 a j '(1) � a. � � D �� I �@i , I 99 , , I � 1 . i i � , 14 p C i , ".... a ... I . PAMM '�!, p I— � Ro"i- 7 I i � I i I : ! I ; � I , LOT SAFM, am P-4 r � � � 1. � i I ; I � . -- --- - ,--- , T ____--1­i­�, -­:,*�av1,�t1-�u--.4 - I, 1­_­4,I1 --___-I,- _-__ 1,,1 �0, �- - 1 .,3__ --I__ _,. --, j I[ _ " , =W7A0, ,g 1, !"1 I] _..N I I� AA , -IT rj-­-7­ - 1 � T r I, I [,ul i I �� .. I i � I p 1 40 � : I 7 i H04 � 7 �. Al i � ! � � j I i I , - 4 _,�, ;, ;� � I i, k I : 1 : I � � I . : i - �, � : � . I � , I - - t .1 1.11 � ­1­­ � � I i - I � �. � �,� ll I.'' 3 1 1 _ I ­ �, ­ 1�1 � - i � ! , il - , I � I ��__,._,i_ _,_-_', _: --­­__­­______1_ I 1_1.1'' ,� � i- ­ ------ �_�P,___, -7--7 --- � , t_ - , ; 40 to _t : 6' , , I I � I - I _IL to ,, , � , - . , I I I � Pwta, BOTTOM . � � i . I : I : � , . . I I D.wo.,&- 0 - � �� ] K-1, I - � I r � I I � _1 .- i � I I I � ;-; -,� - . WAG AIR AT LUT a Rag '"Ift - I Z .. JW17. a/17. 34/18. slt/la. 3 MAX� . I' MIN. L*sw/le. ?Aw/12 & SAW/20 EXTERIOR 4 7=;'-1:;=;D1 & 09o/2D 1: MIN. - I- - I— ­ _______1__­_­ ---._--ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 & 20)­---__­ , --- - - - - - __ OPTION #2 FOR UEE SAFETY STORM PANEIRCD ELEVATION SCALE 3/16--1- ,to TUX GAP ­ - ,F ,O -(, i j . I OR@ Oft am 2.4w � )-@ � �pp t, "M ou" . I Ults j 0 -Am � 4 1 __ ­,­­_ .- z__ _-­­ I— ��_._ �&,_.___ __.", - =4 " � ­ ___ , - _7�_,� � , , I "! I I I I �MAALAP_ ,I '.�,�. , : ­LX,__­- _­­__...­­ - �__­__-___ �_ ,!ZZ EXTERIOR _�L SECTION A -A SCALE 3/tv­- 4= N 7w�w*lljwq*-Iccim;i:4*-i.lgl;440,?Llillzlmf.x"w-IL isjol;izi*-I;ksjzl!BzLtm,�r;:�AEL�l,vm;r�lzl:4WU:Vkltlt:ib[Nd�gpliI MAXIMUM A.S.O. - M.. PANEL LENGTH DESIGN PRESSURE L (ft) MINIMUM SEPARATION PANEL I I RATING (p..0 s - (SEE SO TO GLASS CONDITION 1 +55.0, -72.0 al-8. 2 3/4' UN&XTED I -.1 - - I I + Nw- PANEL LENGTH (SEE SCHEDULE) INSTALLATION [RETAILS FOR QFTION 02 FOR UEE 5AF-EIY STORM PANEL SYSTEM IHTQ EXISTING WDOO 9RUGURES � -- �� - , __�_ -, � 11�„..`' . -11 , - -, .1 i, _ , I I, - -, , . jl , �,, ,I 11 " - I, ...:.SNOOD', - "I, � 11� "I -, " I ;,, - , 0 , ­�' I1'� � , I VOWNDER �,� . I V11.11.rEl� 1, I" - I , 4 �', 1, Z, , �,-, "L W-.M iti , "MR , , L, ­- , -1 - OURISID , - �11, , " I I - I -, , I I , �-o- - IrOULMOD �, , n 17 ,-, I I I - -, ` 11, , - "" � ,,, I - 1� -1 � t I I -1 1�1 ___:�, � I'll, -1 "I 1, � I ` 11 e_ I ,, I I � �, i , � �7 ,� 1 � 11 - - - - 44(""� ZT_ " �1' I �J I /I v ,,��-., ­� - I 1 , .- -, � UT �1 - ,�, , - 'c ,,, 4" T I 1, 7 , - I � :f -� 4-0 T -- I ,,�: __-, I 1 � ", � , _ ... a - - I ", 'I., ,,�l , , . ! ", 1, , / ; , 11 -,- 1 4 , � ,� .I, ,� I I � , ,,, , � -1 I I I 11 �, 1, , , , "� I H le, I lit , 1, �, I , WEAM `,� ,, , , I HEAVER , - -,, " � � 1, ME40M " � I ,� HEADER / I t i �;� ��', , 1� , I ., L" I � I �", � , , , � ./ ,✓- f . I � I , � r" ,-, I I� " - � * , V, '. I " � - I .. ,I,*,,. �11 iss & �' 11 � , I WBIok I .- I , !, 1/2- - � I , ,/4* . I p . i , - I I 114' I �Ii� 3 1111�1 � � f Ir � I/4- , I X L41. : �, _ . � '. " , � `� - - I ., �.., I ___ � I " . , f - I � It 1. � i I 'A �. w-"­ --. - , I I I ;2•� 2�', A ,, , ; 1, . 1 7 , ,_­ � I _�` i I ,�-, . I � . I � _ . Y !. - � � " ?I I " ; % � w. � 1"; .!. �� L � � ., Lr­ , ! " " I - I A , . . �3 1 1 1 11 " I I � [` . I I �1 i �1­. - , 3 I I L : _ 1: 1, _ ­� z 1. i t___ r I . .�, __� I I ,,:e � - k­ I ; Z L - - - ; f .1 L�� ,iZ ; - , ; - U I i I . a L t ; � . � I . I a . I I I ! 0 1 � � I I _. j ; I : " 'L' V 051"Ac I 'u"='ol � ", VOIA!"i . � - GLASS -� (Sor so". -- ; i � *L7 M_ , PANEL LINGTH I I r soon'" ! : N POET 10) ! ILI I PANEL LENGTH pal Is) � , ','&., I I I i I (SEE NOSE I BELOW) . 1, V M-L - oultatrai, I SU NMI I BELDWI I I PANEL DOSING � I I EXISTING I -, � 1 1 . - -1. - � I PANEL LENGTH 4" - . ­`_1 - - I __ (SEE NOTE I BELOW) s"ARATION � ,� � ,,,,,, (SEE NOTE 1 BELOW) CLASS --I, W`%Ieob� LLLL -_ - _ -1 - t -��(Z=­ - ; L i - - - - - ' I= � . ", , I ; z1______"�__ ­­ - -_ , , " ! I w SPW� 1.) I I I 1 � : 1.11-11- ­ I ON � ITT I 1 1/4 N.I* 11 I I I I I I/.*- . ..... � ��4_ , I I � . L,n;; I _. ___ - ­ I I I � I T/6.0 . 3/32,11 -11, - I � ; ; � .g , , i �L I I , I ) WHO NIfy L , !, L_ : I J L1­�-- ­� ,� : ------ __Ik ______ - , '14 - ___��'Z�:.7�, ---. - I h - _ -1111� v , ­­­", , A"': � I ( - - , __.11 Z�= ,,,, -----,,, 7 f' ­­­ ­_ .1 , I, I � - - " VT � � I , I 11, , I I � i � � , - . I i I I . � 11 ' I i �, � i � 1-4 - - -- - - 1, I I oe4;* f), _k I I - � f I I I.e _ � -! I I * . ", "_v . 11 2v �M I � i I q ", 2v � I I�iZ CiZNI/* I 11 j i � T . I LA T Re. T eo.�* N. ! : [-- ­­ , I—— ­1.1 i�___ . I I � - , � - -1 j . I— PENETRATION AT 1___��=k-­_-=7z �, F i­ -- ­­v­ I � IDWIM OF PLATE , " . I I � , � I � i I I , I � I : I I I : �. I I I I I I,' I 0 a I . , . W­i I L_ 0 - , . ! I I � a a P I , I I � � , . I I : , I , i. I � - . L ... i I - I - I - I - �s - . ial � ­ � I (p � " � I 11, I- x 1 I ED. " -4*4 ."'.- ).O� I ' ­ I 1, ".- - I .1 - - .1B, --: �__, JiFibmi: ' " I I I i k �___­- ­ EOL IL _. A- -A .I j _j L � I k , - , 1 /4 NUT - � " I -2Wt4-S.& MS. W1 .I'!I- 1� 1CONT. - - I I 1'� i MS. W/ /4�O� I I I � . t ,I -_ L /" O I 7/51ft3/32 WP4 RUT 1� I , , ,- I - . i _ I NG NO - I YW/ABS"HIMO ;.1 I ­i'17"S'. . 3/32* WI L � "18's. 31ar WING I 1 2* O.0 1!�liI�L 10 "SHER (MYOND) I � - - - � III 'WASHER.0 12 1/2' &C � , � ­ NUT WASHER (BEYOND) "Ii i� .. I L TAPCON 0 e D.C. .� I i� , ; �,JC I I 11 -0 1APCON 0 45- O.0 `--- � �i. * TAPCON 0 W OX� L I 4 . L _�/4*. "' ,. � ,V4 MIN. 7WISAM ,I! - W/ j* , __ , - - - --- w- tj? (STAGIDEFIED Wl STUD) , �I., L � ' ': I. , �jL MON AT . . .1 � STAGGERED W/ BRAD) . , : _ I !i PID WOMTH ,, ,;, I 1 , � t/2� THREADED I I MIT. I 'I . � � I I ' 1 1 , - W/I I . � 1. IHREAOEO ,I or PLATE ... ­_ '�­_'�'j --- L -, _-__PENETRATION AT VIDWIDIN . - - , ... - -, A" MLDWIOTH , - � � I I - ��!_ - - WOOD RATE i .. I � -, 11" , . � I I 11=1 " I � � - Of PLATE 11 OF PLATE _'11 4' WOW PLATE I � ; 1 - _ - , - _ 6,W PLATE i -,-- _ 2 II PLATE � _____ � Mo I—— it WALL MQUNTM Itag I ATtON a" ULL MUTING INSTAUMON WALL 1111OU _ft W:WATION Au WEL AU ALTERHATTIVE-JIM SCAU: 3/8'-I' OMMMEL 6 MAW 0 0 1 Ivr `RAEM PAM SCALE 3/8-�t- - EMEL PIA411"MAII, �I� SCALE 4/8'�,,I' , �% SCALE 3/8 /,��O� � .. �! � , NMI , , , % � Ip ,,0Ns,&,* ,_ L . /W. ", S_ FLORIDA BUILDING CODE Velocity Hu Zone I INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH ALSO. OCRON LOADS . �Hf2h no CAP ID -55,5, -72,0 PST AND PANEL'S LENGTH UP TO W-r. i : t4o� 4 1 1. VION ".115001 0`1 FP z I 1. * i 20 WE GALVANIZED STEEL STORM PANEL I . - 2, FOR NEW WOW FRAME CONSTRUOTTON: WOW MOMBM 10 BE SOUTHERN , . , - GROW w PNE AID. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL i * . _ sif t 6e�� �_� �_. - - o"' - - ' ' I IL I E C 0 \ GLOBAL PROTECTION PRODUCTS, LLC..-- oo,'LL !;.$..,. - I... , 4 to jr / .m ZW. 51 STOW ., 00"E. FL 3XH4 ` 001APANY - tie P"Ow__ (�)M-7"M (454)MI-SM 20-176 � -I=- "'.,�Im tt�1=211_1 �, . ,,",� "I",_01 I IV Al. � OW M_G ft- I . ..] - I - "(00141tilo-PE, w.z.W.JRrvDATE �00wlo ]Ez BOSS,.., , F:: - � A I - I - - I = 111 ltwi P" . I - I - `RE` " a" L- - I I CC} PES 2QOO & 1 000 E-Z HAN G STORM PANELS (SCALE 1121- I') ­­ ____ ----------, - - _ __ ,- 15.19v (TOTAL MD"- - ------------- - --------- - - __ - -, L- -- 2.250'` _2,591'- , -IQL. I ---- I _­­_ ; r------------ - - - 12.500' (OFFECTIVE WIDTH)— --- 11 _ .. - - I i ___ _� ---.--, � �� 2-250' -1 o­ : ! , : I-- _& 1/4- - - -- -, -,--- I ,___1=I - 1 3iUI - ­ I: - A �. - T;.yp '�Io. I��2124_" = _.po-"A�,250I ' ..L.II�� I ,' 51I, 22A4' 'T 1i .R. ,HO Typ- SO E.NIDETXIL +a 1MLY. -LOGE -/0-5D� �AETAL A ABE R.," 2-- -� I - I­----S4sD.­___1­_._ _ ---1_ I ,V2�470- e $wfj () STORM P -­2147cr- _ F (1) REVERSED *h* TRACK S BEYEIMER *U* TRACK ""11-1.1,11 I I P CND p!_ -11 _`._ ., � ��_ ­S* .013"F , , �` //Z,!.�;:iiz�..-�--" , 125 !�_ , ;I 2I - jHEMMED _- __ q3.750' Ff � . I I ME "-'" - I ; ISOTRIC VIEWDETAIL A 2-Dw \ 1 2.0w I , BOUNCED CORNER 0 ENDS OF PANEL'S I -- i ;!S; "". ! 1 END UP W/ HEMMED EDGE f � I M I ­111 I w =====9f4_.I----- . I , I R11,O­; -2000--- ___ -.1 __5 . M.A.-­ , ­_ - (�) -r-tam (�) W, �L/. �,, T X.. , - 6061-16 Alum. ALLOY -71-175' I I I _______i I I !__ - � WHI,N I 0. - , - . / -, 9 I I I / e*o� �1 �q �%�14' �, i 10 760, r 11 �JISS' (Tyv-) . � �, � -1 il� IIAEN41PN - 1. z L__]� I : NO. 44167 ' s I I - I -i t__ *.1 I : . FLORIDA WILDING CODE (High Velocity NUT come Zone) . I -I __75o`___ 11 .. , A*m TATTOO, ec r.A 1 3' Max. - TATE OF t'. - 20 GAGE GALVANIZED STEEL STORM PANEL ORO" ft 810 - ­ - I '� �•� ­­_> 41A, So, 51 STREET DATE. -1 (2) 3"W(Max.) &We MGLE 08 STOP MR IN .... 7 � � I'LIECO Iuc� GLOBAL PROTECTION PRODUCTS, =, *' I 11' LOW 'nisitit, I =wW74* A==xw=wft 20-176 - Wxn,A FIA"TI.J.... GM-TS AWM ALLAY / tlWl � TRW ­00 M1 am .1-1 " 2���=MN '�- I PC SF4/AOWMA% CA.Ac"'I; I 10 11 - 1; - I - 11 A=, a I Z___ Emi I I _Ife�.'TAPCCN ANCHORS , , D.C. INSTAWITION DETAILS IR19 EXISTING PQ EQ8 E ��� FOR UFE SAFEIY OR CONCRETE BLOCK 51QRM PANEL S.Y$TEM _­ I-, 11 - 1AP. ANC'RORS _.b,4 !QQNQRETE ... 51RUCIURES * - � ­;j.Z4 TAPCON ANCHORS * TAPCON ANCHORS __IZ4. .,. D.C. .. O.C. 1 0 9 O.C. , WM , L=" r " POORUCONCRETE, RED � -I OOPOLRDI 4' 4RED � -C--� r/ * .,.. , , BPOORLOUCCRKMONRCECRQOEUTEICR - -11 ' I 1 1 U M­ __1 ; I "I F 1� 1/4 ; I I 1/4' M_�_­___ I � . .. lv" -1 : -I � � I rs i � _ � ��s_ Q. I I : 1 I � I � �. ; 1 21 - - PAR, to - L, ��. ­ G � , a r III � - � , -0 . I 1 1 '� - I - � A&% � ", IF 5) - - 4 Ivw Ur � t - it � i - � 1 . � at , .L,,J,j I !� nn,� I i I � � it MoOl � I I as I GLASS , � , I , I'll y lr._� :, I V �� I t Ig . I I I � GLASS I, I _� , �, I �', I I �� 4w .s 1- � 7 ,��, , # g I i I � I �_ - i r I � - � � fl i � 1 I � � � i I 61 & 1, " � I I - ".� - , fil 1� I � I T , � I I . i Ill z a. IT - .. v � ... . J. 5^ � I I I � I 1 :LA :1 " w g 10 I I i , -. o* ! � : - - �_J =: � I I : ?­]- � r - - ,�'-,?i,�,­'�, - . - �11 L � ED,* ,'�' (11 , i I I � ", � 4= J '� � � , , : 111� � - , . I� (.A."."lizo ft. 0.W2r 1WI2N-i /D MNOUT I - ­­ ; I t L_,_vRED CONCRETE CONCRETE BLOCK RMUTRED WALL MOUNT NG INSTAUAIIQH SECTION. 3A REGuIlAR PANEL SCALE 3/8-.1 . I - : . -,. I I i . i I � � C I ! : 4. i 4. ',1, �,��', ; I 6, . �,�� ��4- � .�y�� , . � I/ , " ��;z 1, / I � � 4 � I 1-1/ I . 1�� I 1�.� I - E OLie CI) . r "' I . IT, I ; 0 i ' � ' . � "I ' I ­ 11 �� � I i ` , . �- I I I ID- �� I E_D_- �, F _, i � , , . . . . . : i ... I ; � ; - , � , I , - , , � ,�, I � , r I � I � � n i � . .�,�. � -,,-,,,,- - j L ,__ 4 L_ - __3 _L_ _J : /?,- ­�,,, I � - , ; I I I , _�4 - 4 VS, W/ 1 1,,�' , 1, I 0 20. /r�.j � ; ;­­ / 2e _,,�k,;3,42�/VSLS, MS W/ i I NIP "SHOP � i I �- .. I %PWO NOT WASHER I i 11 L _­* , 771 12 I/T �.. " 2 O.C.a {/ i I I _ 8`R A .1/32- WING � DIORD) � k ­4, NUT WASHER (OCIONIC) � i I i I I ' - � ! 4 I 0XVIS i ­11-- I/4'TAPCON ANCHORS - 6 4 t/2' aj:�� � ........ W4 TA" I i _____V,� �g ON 7 4 1/1, VN i I � � I (VAOMISID W/ Sno) � I * 4 1/2, O'c' 1-1111-r-ED CONCRETE _'POUREII 14ORM �, , _PCUROD C CONCRETE ONCRETE BLOCK 04 C0149ETE BLOCK OR CONCRETE BLOCK WAY REOUMEID REQUIRED KOLARED NG IN W&L MOUHDHG INVALLATION W" MD I A I ATION = UMN #A 0 LIFE SAFETY ANEL 0 REGULAR a LIFE SAFETYPANEL SCALE 5/8*-I* SCALE 3/8"-l' SCALE 3/8*-I' SEE SHEET 10 & 20 MR ANG,M TYPE or A1111,10111, Y" /!'! - . Y�-__ --- � vi'va, SPACRIC MR RISTALLADO04 INTO WOW Al. litim NYC" 0.4 1 fwME oLRDX VOINAM AROKAR SPACING$ AND "" EDGE DISTANCE ARE INDI(ATED ON ORS SCHIMPLE MR ED. LESS TIM IMOCATED ON ' SCIOLILE =UCE .�� SPAGAIR BY "OPLYING SPACING SHDWN ON SOKEDLILE *Rm� lo.elit. 00 IX=M � 0.1 L I J-7 , -3. - Of THE FOLLOWING FACTORS, MR THIS OPERIATION TO BE POSSIBLE, RODUM I I ­­­­ --- 1 jo SPACING DIRAIROD VSM FACTOR SHIA& NOT BE LESS TWA WHOW VACIA4 OWATED MR EACH *CMR TYPE *k THIS SGHMU .___1 I ____ � " ­­ - .... ___ , - . 1I - -11 I - _ _ ___ I - 1­­1 I'll j�,­­ ." - I INSTALIATI - ETAILS FOR OPTION 42 FOR-"F SAFETY STORM PANEL SY-STEV =11001 M,__ff A... XXOTH I MOW) 0 REQUIM PAM' SCALE 1/8--0- 800' ,, IRVALLATW-AtS ME ONLY VAUD FOR SUILDINGS WITH AS-O. DESIGN LOADS UP TO +55.5, -12. 0 PST AND PANEL'S LENGTH UP 10 8`-8'. 2- FOR A" WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL w&L mou"NG_,ppq,u,nON, 2 ILI I I'll AHgL k SCALE 31WI' FLORIDA BUILDIN IT a, D.C. THREADED WOOD "L, Max. PANEL LENGTH SEE NOTE I BELOW) ; :I I, � ! � ! ; I I � i : I 5, I __ I G NUT 1) '/24P. ' ((STY TOTE 2 K" rE a suao d. 2'/-24 V/ ,SOLO11 ?n7r1l) (i M 401E it4g;-WS I`/24 �"�/tTw/otw/l._._­. I(.sa FOR CORCRM ANS40, SME *H . w"'O"ILIP""OKE", r- I* W._ =ATo!3* M_ SAMZI. � ON SHM 25) ,,*- rI .ROTE� _( -4 ­­ ; iaz I I I I , * SA4L (9 or - - llz� -_ r ��Iffm - � , , I i , jw_�r - I , I I i I I -?I I I I t I, !•* b I I .• � 11 I � 11 I � ! � 1 119 i j I'll I I I 1 1 1 1 !H! I �Iv I I I I � j I i I f I � 1 1 I ! I I i I _-L _L-1 I t 1 7 I - 1 1 - I I 1 1 1 I I j - 't - - I IL I L11 - I i L 1, �*. [i N -1 1, I L --s-i . � I F ­ 11 _i�.�_1111 I- -1-1 - ,R,�jl , VI x IV - ­-, -I- -Ij - - f-"-rT-r p-f - "'! ­­1 -1- Ia. hqia� TT- .1 - INTERIOR PAA1O.j TINTEM" ftNaWall ljwrzt� ,�;oo - (W P�� I I RAN] SEE NM z a. I I I 1 I I i X=U2, J, 4 BELOW I SEE ." T, z. K�l 1_1� - --- , I r I I I i 0 - , 1 I I I I , I i I , I , � I �,.l ,4&7 I H I I I 2 I., 'j 14 1 1 pul i I I � _ I I - I , r IF'1-,-,,,, ," -,,7 1 � I I 1 -.4- 4 I �T A � � 1 1 I 1 QO � A I j I 1-1 i I I I Pam,_.:;,.._ 1.1 I H , � I i I 1j 1 [ �*! -17m , %, ./ I I , � I ,g , It____ _ I � J-11. , .1- 11,111 -1-1, [ i I , I - � - J. I i ,jh:7,� , I - - , - UL L .1, " " I - 11 , � - - - i 1, J-4ii-11w � - - It" ..... - - ... - 11 I I T11111 � I 1.11r1.11 - 11 I'l I � Tl I i T, ­I­111 I I IJ j I I T11 I' I T i Ifif -f-11-1-1 FITf � I I I i I ; 444-i I 11 I I l _L1 K Hill ]I 1*1 I III I II t I I Hl.,__:� A I- - - _ __ i_T­�­. -- . ­�-. --�-,---;:-i----v -,-"--,-. _FANEUWATF D),R) � 1 ; L-r--� i 1 SEE NOTE 4 BODW -­ - fform "�- 7--� 1 FOR CG"GREn ANOXft. SIS 7 _. L 12, - - I . , I _!1:11 COME M=25; I'm WOW SCREW: -. ,/;, 1=12-11"If" r t r , O", SRW 28 , � vIt, "-,q'yjs','w-7-,�= , , ,,,,L 15*- 1 �� SNAP To Be NVALLED'Ar, EACH Mr I 0 - (D W/ - ./.@ - (D CASE PANrl Q TO ALWAYS BE 1:=/ TYPICAL ELEVATION EQR 29PES 2000 'r.,�Ar] TYPICAL ELEVATION 1000, WAR HANDLE TO FACILITATE IF INTENDED To SE IRSTMJ,ETT FROM MOVES11YSTEM E=Z HANG STORM I AIM FROM M INS" OF STRUCTURE WALZ 3/3r - T­ SMALE 313r - I' --T/4- Mel, 1 ,f4' - OAA, -1/4' a- ON I/.. ft. GAP -'I"- " 4-1 77'*= \ \_/ \_/ \_/ I �,_/_ \_ _/_ .4 01 0,- (3) .1 DA - Q.0 1.... (V- ilg(k=. AO _A -A sLQ1tQk_"_ ,-..W- . %. ,_ hm 7 ", 3)w . *' W, - ; C - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL + NOTES •11 TRAM AT TOP & PANELMATE PLUS On Ir LONG (1), DrEN110-91E.-SERO-M! E - 2 $Y5MM CONSISTING OrPANEL r (rZ BOTTOM W/ FANEUkAtIES, Cor,t- =1RUVOT-101A. t2j, END PANELS SHALL. ALWAYS CON TOYED WALL BY MEANS OF �� P I S=_T_ OR USED , Y W., S_ LCARG AZ (2) fDS:A ALWAYS RAC W, BOTTOM, END PANELS _ . A BE ,..,j T TED "'A r PROVIDED AT Or SUCH PANELS. 141 N'S' W ,U%S%%LL T!�CONAIECIEDTOWTTOMT X OTHERWISE A STOP 3AR - "'W "' �=44INTD WING NUT OR la� , TAP0 (tR CEPT AS I.P"nancloNfle" 'Ej _2W CL, Will, W, IF END PANELS ARE COMA" 1/0 S��COOISIST OF DE"I 0 ON (3) CLOWII " 213,e Ms, F% HUMBSCREW (5)L FOR CASES WHEN END PANELS ARE USE MNTLY IS" LONG T AT A01, ./ / .. -1y= !�A BOTTOM TRACK, LOCATION Of FASTENERS MAY 9 AT EITHER OF TWO BUTEND PANELS ARE NOT CONNECTED TRACK STOP EXTERIOR FLAT FLANGES OF END PANEL F-011 . BAR! PROVIDED AT TOP OF SUCH PANELS, (4)4 IN CASE THAT ETTDT , - NOT CONNECTED 10 BOTTOM TRACK (i.e. A STOP BAR IS ONLY A t4). FOR INSTALLATIONS WHIEN ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY USED . AT ,& TWO PANELS SHA.L. BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING S4 NOTE (A31tAM Pi SUCH CASE, CONNECTION OF PANELS ,3C PAINE.AlM ONE INTERIOR PANEL T7 G No USING SPECS INDICAT 0 ON /.,V AT , MAY BE USED JOINTLY W BOTTOM OTAC14WG BOTTOM TRACK TO WALL N TO BOTTOM TRACK MAY OCCUR AT LOCATION. W1 TWO PANIELMATES FOLLOWING I SPA ON ELEVATION AND -/ :E EDGE DISTANCE, FOR THIS U,­ (5) SEE SECTION 1', 3, & 4` ON SHEET 24. -SEC ANCHOR SCHEDULE ON SHEET 25. lwfill, CA, JOC', ES 0 _E S,:/ = = NOT NEED TO BE CONNECTED T LL INSTALLED V "TwilAIIIHILtiq%, rot SUCH THAT ADJACENT PAN" E LEFT & R09 SIDE OF ERfOR PANEL) HAVE ( �: !!.,.,I\ el", -P ,,\r,EN FLORIDA BUILDING CODE (High Voloofty, H 'Gone Zone) -1-4,"I. ' . 02010 'ILROO, *c, fp. , . No, 4 167 '. 1 20 GAGE GALVANIZED STEEL STORM PANEL = I Dow ft. 2*: QA;_5.__7:z__ I �,__, W/M I .0% STAT OF . CC;r - .� GLOBAL PROTECTION PRODUCTS, LLC. V"" - / 11LIECOinc."\ , I, _ �3�1%ifi . .. sl s"w � Li ioil,�`z v �z N = 11� =14 - = ,// . low"-7w, FWh fetAlme-w 20-176 � *ry��,,�', "M., Al . I, � -F ORtWm kt,t .11 I sEN�`AIQAPTww1AV`1r I I 11 M ir 1 1! '-'A - 1 "'. 1 - - ;-�R`FAIV"`T� 1� ' - !!� 150JR44il.7 INV =-0 21 INSTALLATIQN DETAIL3 FOR INIQ EXISTING POURE12 OPTION #2 F-08 UEE 5AEM SIORM PANEL SYSIEM CONCRETE OR CONCRETE BLOCK STRUCTUitES AP ...... ILA* TCON ANCHORS U141 TAPCON ANCHORS a I,. OT I t - ii-Ir O.C. �1 ;2Lr.="V1.1Ok7 REQUIRED 1 : , - 11 - POURED CONCRETE 1, "I REQUIRED I 'I " i�' � ,�, � , I � r : - - 0/4, r 2�, - � I sik-1--­ � . " , : F-b.* , - , - I - I : - I C,o * . 1 ! ; "', 014�10-0 RMELMIUS F �_ I � � ...... 718 , ,1/32, WING All I 0 a sleet, i I ,i, ._POURED CONCRETE ON CONCRETE BLOCK REQUIRED WALL 13�.IR;5IBLLATM 0 REGULAR EASEL VALE 3/8-�I- sa SHEET I a 20 FOR NwhDRS TYPE At a mom M -1t4-. _ WON - t/1'. ME � SPACW FOR BL= ROD WOOD - At. mom 040M 00 3 , TRAM RWAAM ED" ORTONAIM AM INONATITO 01 10111M ANCHOR STINDWIS AND M: *1_`PP_ ___L_ J_ I SCHEDULE FOR E_% Unis THAN, N ON SCHEDULE REDUct ANCHOR SPACING MULTftrNO SPACING SHOWN 04 SCHOWAS "ANA4 O...;-- 1�0-) fe" 3 b 1A "^ M ow =*M INTION - BY Ta FOLLOWING HI TORS. OPOkATIONTOSEiRFEAD, -�---"-"i"�!!K,--.�---1-7--_--- - 77- ­ - I* --- RE "C" 710�" SPACING INDIIAM ESTIM ft 1w SCHIOWLE , , ___ __l i6� ., - I _­ - - ____ --- Yl _ ---- ,A 7 ,P� ce �,.?!l _ ____ - , ___ `R�-- -1-I-7--i a ILr 1, - _ I I I � - I I . I � j - ! I ...- I I I. i I �1& I i i I j - vellum. v Ii � �; _ 0 I i � � � a i P. I . -* A Or w - L ! I , I I -_ - 11---' k= ,_­___ '! - � =� I � Ili - T � _.j � 6' .11 , . . . ,� � � � � � � . 'I, _;­_ td 9 vochino TWORAP A i . _==___ I � I i � � . � I I (_1��'-,,,--­­1-'­ I � � , 11 ; I t - - . k3) �- I ,� ...- : C-DA ---- I i I - � - I I : ? I - ___._..E,._..._...._ -I � I "I , I 1­1 __V;;71Cr41 PARDAIATE KUS W/ . 3142' WING KIP WASHER ; (SETOND) M N14MUM REWRED WALL MOUNTING IkS7AUAjQN N�EL 2 LIMSCALE. 3ler-1, FIZI'-_�i�.,iel_` I *:: . No. 44167 1 I r__v_ P.E. SE-413GNAIVALSATE _4­1' (1) � W I = U) -Cu (1) _11�­0 I -0 > r- 0 = 9) 0 4--- _0 a) " CL = 2 CL o la _. C ICU -0 0- - C" . - = 1=1 v . a ,.,..., 0 0 4_0 Cn 0 -Ii- > L" = Co Cn . = = " = a) -0 0 0 70 .�o :n " = = 0 _s= -= a) _n -= >< ..a = L" ex. 0 �i_ 3�: .!2 M = - w C: = -2 U_ - a, C=I M -Rx - - A W le Co 0 o2 -I..- 4- Co 31: -a w " Co 0 > _= 2 rz - = = .S2 70 E 0 :1P =.= w Q:= .< U) a) C a) -6--i L_ CDL 0�- w .2! =•:0. w w I- M U) < .!= -•C C== Ill- -0 .= :M. = :01 . - .J!E nt;nm Ile- 20 GAGE GALVANIZED STEEL STORM PANEL I FP. .: *C1 GLOBAL PROTECTION PRODUCTS. LLC 70 .1OINC, \ .I m&*sww 1.00 to") T?=AkIPUNIN-M7 -w PAIL r 20-170 Gamm am Y" E-2 HIM ffm am ! 1, E-Z HANG STORM PANEL SHOWN ON THAS PRODUCT EVALUATION DOCUMENT (P,E.D,) HAS SEEN VERIFIED MR COMPLIANCE IN 9-1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE ICI PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 20,20 (;,tn EDITION) Or THE FLORIDA allILDING CODE, 0LOCX SMALL BE I t/4'L /4,9 X DESIGN WIND LOAM SHIAU. BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CDOE4 0.2) MINIMUM EMBEDMENT OF 1 7/11' CALK-W ANCHORS SMALL BE a 7/0' INTO CONCRETE, I I FOR A WIND RED BY THE JURISDICTION WHERE THESE SHUT I NO EMBEDMENT LNE0 ANY PNISM MATERIAL SMALL BE PERMITTED, DITtaAM AS RECRUIT SHUTTERS V INSTALLED FOR A Am FACTOR Kd-045, USING ASCt 7-16 AND SMALL NOT EXCEED INC l"WUM MD.) USED SHALL BE WING ENOUGH($HOULD MY FINISH MATERIAL EMT) To DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 4� 26. 9=0__11'/11._;"-=x.LIs IN ORDER TO VERIFY THE ADM CONDITION, ULTRATC DESIGN WIND LOADS DETERMINED PER ASCE 1-16 SMALL BE FIRST REDUCED TO A.S,11 DES" WING UJIMTS11Y MULTIPI-YINO THEM BY 0.6 IN ORDER TO & 3) IN WE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND 014 THE EXISTING WALL, TO COMPARE THESE W/ MAX. ",D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS Zb LIT 28: ANCHORS SHALL BE LONG EMOUQM TO REACH THE MAIN STRUCTURE SE"D SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN 81) AND IN D.2), ;k ORDER TO VERIFY THAT COMPONENTS 00 ANCHORS Oft THIS P.E.O. AS TESTED WERE WI OVER STRESSED, A = INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS SM USED IN THEM ANALYSIS. FASTENERS SPAVNG To WOOD K46S BILEN DETERMINED IN ACCORDANCE WITH R.P.S_ 2011,- (C] ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STORM PAN EL!$ ADEOULACY FOR IMPACT A140 FATIGUE RESISIANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 or MANUFACTURER THE ABOVE MENTIONED CODE AS PER FENESTIMAXION TESTING 1ABOIRATORY, INC� REPORT Ill 2032. AS PROTOCOLS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SWITER TAS-202 AND 1A5-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE T14LS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2- THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THEOPENING FROM THE OR WOOD FRAME BUILDINGS. INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS ITLMNDED TO BE PERFORMED 12, THE INSTALLATION COTHIV,CTOR IS TO SM/CAULK ALL SHUTTER COMPONENT EDGES WHiCK REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WWD/RNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL 1 SERIES TWO INSTALLATION IS APPLICABLE TT}SRICU AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION -IS REQUIRED to BE LENGTH. PERFORMED FROM THC INSIDE Or St4UCT3)F?F_ 13 STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWRAR; PLUS ANY BUILDOIG AN13 ZONINC 4. SERIES 2000 INSTALLATION IS .APPLICABLE V SLNC41 AND DOUBLE HUNG AND HORIZOUTAI, SUDEn STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO, INSTALLATION IS RECURRED TO BE PERFORMED, FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM. 04. E - 2 HANG STORM PANEL SYSTEMIS PIAIMPENNED. S. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. "LESS OTHERWISE NOTED) 15 III) THIS PRODUCT EVALUATION DOCUMENT (P,E.D,) PREPARED By THIS 04NMR IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC •PROJECT: I.e, WHERE 714F SITE CONDITIONS W%ATE FROM THE P-E.D S. ALL ALUMINUM SHEET METAL USED 0 CLOSURES, SHALL PAVE 3105-114 ALLOYS I (bl CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7, ALL STEEL, SHEET METAL PANELS SHALL WAVE STRUCTURAL DUALITY STEEL 6WM A-5S3 DRAW 50 Min„ CAL)AAMIZED STEM THIS PRODUCT BASED ON TRTE P.E.O. FIRKTADED HE/SME. DOES not DEWTE TRW THE CONDITIONS DETAILED ON OMALATION WITyl, 60,5 Nsi (AMR RMAID). THIS DOCUMENT, CONSTRUCTION SAFETY AT 90 TS THE CONTRACTDO's RESPONSIVAM. 8, ALL SCREWS TO BE STAINLESS rlaL ,V4 OR SI& AIS3 SERIES OR CORROSION RESISTANT COATED CARBON MEL AS PER ON W THIS PRODUCT EVALUATION DOCUMENT Wu BE CONSIDERED INVALID, W MODIFIED: 50018 W1 50 KAI YIELD STRENOT14 AND SO AM 1ENS41 STRENGTH & SMALL COMPLY W/ FLORIDA SOLDIA4 COVE SECTION 2411-3.3.4 III) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR 4,TCHTTECT WHCH WILL Ti. BOLTS TO BE ASTIA A-307 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL WTTH 38 k. MINIMUM YIELD, STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND VIM0 WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER, SMALL 10, ANCHORS TO WALL SMALL BE AS FOLLOWS: SUBMIT TO THIS. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) T ^ , SHALL BEAR THE OAT AND ORIGINAL SEAL AND SIGNATUREtOF TFtE PROTESSIQNA ENGINEER OF " - 1/4-0 TAPCO14 ANCHORS AS MARUFAMq?M By jT.W_ BUILDEX. INC, (MIAL flo.3192 p RECORD _R.i.) RECORD PREPARED ,IT - 1/4 - 0 X 7/8' CALK -IN ANCHOM AS MANUFACTURED BY DVWALT INC, (MIN, C-3000 p,&;) IC STORM PANEL MANUFACTURER*S LABEL SMA.1 BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - 014-10 PANELMATE FEMALE ID & RAMELMATC PLUS ANCHORS: AS MANUFACTURED 13Y ELCO CONSTRUCTION PRODUIM. ACCORDANCE WfTM SECTION 17D9.0,3 OF FLORIDA BUILDING CODE, ONE LABEL SMALL BE PLACED FOR EVERY OPENING. (F'_3350 P.1) LASEUNG TO COMPLY WITH cECTION 1709.9.2 OF THE FLOR93A BUILDING CODE. A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I 3/4- AND 2- FOR PANaMATE: FEMALE 10 & PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4*# It ANCHORS SMALL BE IS 71W INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL, SHALL BE pa"Cr-IN I j 0_20 SS SOEWAUT, BOLTS USED SMALL SE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' IN�4 ANCHORS, 11010!Njp Ate 94. A;. llj��,, All iN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WILL OR, /p,!� , .", "�. , FLOOR, ANCHORS SMALL BE TO?* ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND Such PANELS, ANCHORAGE SMALL . 4 , ' N, `-!!p'- X�ClFlil BE AS MENTINEXT IN A, I) AND W All, . A % -,- I - '- ."-* , I !� - . No, 441 lil' ' (a) M_0U5T2&s0NI1BEM_Mz_-� z *; * . 1 = t - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY IT* BUILD", INC, S­ FLORIDA BUILDING CODE JHI Velocity Hurricane Zone) - 1/4' 0 X 7/8- CALK -IN ANCHORS, AS MANUFACTURED BY OSWALT INC, (r.-ISOO pe,j.) IfIl"'. . - .Ivw Til'", CAST.TIP. .• GAGE GALVANIZED STEEL STORM PANEL -_ I20 - J14-10 PANELMATE FEMALE 0 AND PANMJdATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �� I I, DRANI, 01) PRODUCTS (I'M-nitl p.F.L) 0 ­­� 1J7AI_ GLOBAL PROTECTION PWX=, LLC. "'"/20' � am Ii I / .ILL' -w ", $1 VRW 1 _1� ( TA,UT tESNHO - * CNGOKLVMG COMPANY 0"_ F. 3MI. ,.It 20-176 - - j= .... .. = �.. %P"' Plaw- OSOM-lm% flov- ""-$M Awaft ft I - PE SL"ONA"U"IL ch-At"I" ". WATER A. , an M is ­j - 1 - p - I A I - - A f � - aaft ,". Em"i I--- Shm 21 car 2". - . , - 1 INSTALLATIN DETAU F99 SERIES 2000 AND 10QO,E-Z HMG STORM PANEL W INIQ ENRED CQNCRETE OR CONCREIE BLOCK "WT" AW-01's MMIT!n I-- = sotaxtit . �, ' = Alove, � - n6l - .. "wv%P111 ,1111. , - � U) �, t-�4:) - F=__W�n_ �,," r--04 --: :----o -11 - t­____0,4 - "' 11 , 1, _ - - etv -7 I - - \ A . ­_ �, .11 V.11� I j =-- I F_MR�� ­ i 119 - . ___\ . _;H2­1 . 11 - _1 - . . t/ I I "Wre , 1 ��5 , "A"o) , - 1�� - WiMARRIED - J 42yrn�vd 1�1' ,- A 00.0"Ift, - I , __r ; - - - R ", k.g. "A � [2_ r X_, * Q � I 'I =xlw 1 -_ - - \\ 11 , Rospot __11 11 wv ; (D - I 1- _T � �., - I- �_ --a ff I I - 9 ; � TZ � i i F� � - 5 I I 1 I I li- [ a Mo� I I I I 1-7-- 3/le �. = 1 ­­_ I -, I i I I i ,�r - ; , ; I 1 1 i k NWT I 1 ., W/ 'es i i 1 11 , �� . I " �_5 I i � ......., � . , I 1� ,T__--A­ T-_--0�__T___A_ 1, I : I I , I ItY I I i I I I � I 9 t I : I i I i I a I I I I I I I 1 SEE W.Mu , 1 = szki�� I 9 �.a I I ,/,�.W,V- �� 04 "SHEET 26 i _= - I t/--.-O I 11 IoNEW , , F_ I V, I t- vo, - I sm, . I, 9 ,____W4 - - I -. - 1� SUPARIA11014 Y scorw V WJ.PAMN $ZRA, I/. -nw. = I W* 9 : 7 L - w. it �_1*_1w_%__ To CIAM I To *�. : I "plo I I FORIAl'. . !,-' It ,xwe ./ TO LASS. D­ IWOKAP * t DOUBT at"'Ap I I 0 1 to - =11. g s I I 1-11, � ; I r�m 00130-1. 9 I I i I I _�_ ----I , I Ail-,_ I I I ; I !I I i 4- - -- I _L______�1 - ; I I ... . A M I j - I i i I I i ___�_ I i (D - j io I I - I ,_ I I I A i �.' I t I ;, ;- I I,, ;, I , i I I I 1 1 1 1 ­11- I I VI . . i p I -I I I !;;; 1 A` ` I , I II I . - ` = 1_.zz� I I I \ I P ! 9 1 I T ___ elf"mm - �. I I m I N1_1 --- I , � I 11 M , - - , 1. - ; i I '­,�, - "o ! , 1, , ,-'�,,� " I ­1- Ir ""' "I.- 11 " .. I I �_L � '11, .1. , � . 1/.�1'0 4. I ­_ r., 14v- %M I " I , 1 I tl� - '_ I*-; I . L4 •. "_ ,9" - ; f A, � ct�� - I I, � W�;kR w - , w,A_;r14. ---A ­­­ .�� . "Ex"M , i 'WIVSCM � Al"'As " Fla."w/,4, . POL � � I ,_ , 11 WA 3r I w 9�� ,;. �, a" a 1, n -­ �� 1. I � I 11 4 w wv..-/ 2 'amarn NKHOR!, "I"', 9 � �� olvaia") 11 (SOL %tew ... - Wu = ON 6 r�, E v '_' .F WALL U"QwvI - WALL AMR DIUM M 'YNTINil Im Oe s�w 26) . 0"'` 3/s..11 I_ 0 SCALE S/8­_ ELOOR TO CMAG MQUWArt JHSI, BID- W MOM= INSTA SCALE wrlo. I � -­ 80 . - � We I W%4: SCALE 3/0-1- - 0 1 w �� MR vot In Am Ta As or $;Hh"o, CO� .., T'I . op4 q'uN . - - I, MIN.. , . � 0 1 ";a IvT*x%Mws 11-ITH. __�4 11 I At In ON ,ax, OR 'Pr . , TIR ON zRay 2& ", --%�� / � � , . _* I ..--- \,\r-EN,,i--.!,, / . �­ --- I .* . S_� a W_TR) i I s * : No. 44167 * z i : __ OF I - s FLORIDA BUILDING CODE (High Velocity Hurricane Zan I __ t ART, IN I - - I tt� P.I- � ' � E ' '-20 GAGE GALVANIZED STEEL STORM PANEL "' �$:'. STATE OF _ DOM ft • . 0711111/21*11 DETAIL I L_ _� [= StAM- 1/2' - 1* YM C��,� / 111PIEE0 GLOBAL PROTECTION Pnoum. uc. Rm., IN �. "%4w1%r.v SIR= 11 `AEIVIXXII�rl. . . P-0se.. (RIANRAR-15-k I& (05ANN-tow, 20-176 -.t Atelell, 4-1 Dftwm .1 WALTER , I .4v . " 2,};.. 0=1 "--- MaSm PE.Ak I --- -, I I L. a) (1) (1) = -*--A U) :3 M > 2 L_ CL < a) -6-i 0 =3 M 2 - CL 0 a) ■ L. Cl) M L. M =3 LU M < :;7 z < _j 0- SHEET NO. S H 1.2 0 11 4 ellllll,1­­­­­XN__ I .., R � 1. I - Xe.'j. , i"k-1.3 - � - _0=0:�XI�W-103'JIM ,Y,.�ilit-I'CI%Mlt-JLR=;MLi .111": 9*11 ill", "XIMUM A.S.D. -weIaRm"r - w-, I MR-L.. APPLICABLE TO I 1 ,S; GLASS COMOOTON SECTIONS .".% -75-3 70" ON LOS 2 9/1V Sam - 1 v, W. 3% -,-*, I ___ 1 2`W .".a, -n.3 TO' OR Lisa 1 - 2 10. I I __ BOLTED _'_ I v & 4-W It - "AAW' AT VVLMAP a' '"" W "NA`L LENOIR - Mr(1F0!V F" I= or S1'14V 17.1:411111'W". -M$)*-itt,,,.m;iz4*-�-i!j;-Mznii'J�wr,Kwnw.!,.I.R.i.,;i.i*.,i;i�:"I,IlZPM7-viil.tfl,w-lr,[qq,�A F�ij.1411'frwflfl *-I'], �Vl�IJ&X.,Ol�!�',i4i4ff,W.,Tt),'tli,i:qi3n---k-l�4q�'*�lf�il�*4t']:'*-FAM �i.,-el..i'lEmILi-M I I AAMOGN PRESSURE RATING (,.,,,,) WYA1UM ANCHORS SPACING MR F_ 0. - 31/2' - APPLICABLE TO SECTIORS I * ANY CONJURATION - - MAXIMLIV PAMOL U)"alm v (�) TAPCORS I CALK- . PANVJAATE FEMALE to AvalAwr Puts to coNotm TO CONCRETE 170 wRcRvE == - 10 Co"GRE" -SLOCK . To == To 0WOREIE 9110CK TV COM-1- r ma.- t 12* - N/A _ 12' N/A V & 2, (TOP) it' 3­ 1 To- 3' 1. A- 61 r I . ON) SWOM ± 12, 3- I 12, '. '. 1. a, ,,�;l4nr)." N/A N/A I N/A NIA N/A MIA 1 12 i/2- __�._ 11' 21 (Surrov) +66.0, -75.3 - 7' - � MIA j 6 1/2* ___ 1 N/A 4 1/2� N/A - 1 4 1/2' __ N/A ___ 31 (TOP) 70, ON LESS T2, N 12" I N/A ­ 2 1/2- N/A _ 9 112- - NIA 3' (BOTTOM) 12' N/A 12' I N/A I 12' _�_�� 12' 1 N/A I A- (TOP) 12' i 1. ir 1 9 1/2' 12' _t/A _ ". III I it- 1 A' (BOTTOM) I w uwTw TO 66.0 P.5J. &SM. DESIGN PRESSUM PATINC a sm Silver 26 FOR AN04M rot & SIACM FOR WSTAL'ATIONS INTO wow FIRAME SLOWING WMMUM ANCHOR SPACIMUS AND WAUM, EDGE OISIANCE ARE 14CAPATED ON INS SCHEDULE. FOR ED. LM THAN DOMED OR SDHl1RAt REDUCE ANCHOR SPACING BY "HPLYING SPACING SHOWN ON SCHEDULE Elf THE FOLLOWING FACTORS, MR no OPOW" TO BE POSSIBLE INVOM SPACINC OBTANIED USING FACTORI SHAla ROT RE LESS THAN VVIAMUM SPACING INDICATED FOR EACH ANCHOR WPE AT ANC"ORS dow . ...... ANGWR M �--�/1-1�-,---!�L4:.�-�_,�l/��!�!,-, TAMPIR, �� .-I-/.4 MK-W " ANCHOR SAMIt" W 3 �� 11 3 2 in ___ . vw_AAaI .1 3 1 3 AA �.) - J, - 3 A/2 --;-172 - __4 - I ADRA LA OW 001114M am 1 1/2, M - I - I - _.___ - - - . I - I So _____! _11r - I. I I - I - I ___ . ", - �,____j 7� - I - "no I - I -!!- '. -1 r_111� + wouiRtEs -.- DISTANCE BETWEEN BOTTOM OF PANEL No (1) TO RE, 1/2* I/2' v Met r-a-L-1-11 , I I ++ *raum W& DISTANCE KTWEE14 WITOM Of PANEL I AND (2) To RE, 31,6, 1 a/w 'I Nam, . V_ -I ULAH, LIFE SAFEIY & E-Z HAM SIM PANEL, SY-51EMS I (SCALE 112-l') - ___1_______­___ � --- I - ­ 15.1 25- (TOTAL WIDTH) --- - - -- ­ - -- -- - - - -- - ___2.18r_. - - � ; __ ____ 1 . I � .51)0*1�L �_Izw -i L I � 1, ,250 - (?, -"--�,-,�,�,-."��.,.,.-�-12,,5OCr (EFFECTIVE WTUTRY- - ----­-- , , - ­­ 1 1­1­7__­L� -1,79,:l . I 1 ­ I ; 12,50 1 I-'- - ___ - _- 6 114, (IyP�)­------ - - I. � r_ i 1-11-SS -_ 1.3�o, - " " 1 %2w - .'Tw � ,a ". �1.�00- � � L I , - � I— i � - , ,- '� I �_-___­ =t�0=_ 0424' MM IW_9 I J4 � '�_' 3XF � I I -- Sl��I.'i.2W4. ,750'-, - to MOLL a 6 ,/4 � E"�_ � _125'� _ � " 04 0 11 vr *,C` .1.. I I 1� - � fMAY RE RIVERl"Ali) r - 4 � : - I i , , � '. I. .E , �.T,' 1167 I 1- 11911 - 21 " ' 034- - -- ­ . T-7- ,lPar I I � TYR 111� j I .240 1. - , - I i 1 , I I f___ I L LLLM�v! Aw I 1- I DETAIL A 4ff � I 1 � ,� _,,,V.__J - ) (TYPI) Z i -- - ---- I'll (I STORM PANEL I- _1�35a` - -2.12 ---- --- -- OETAIL A t __ 1_ I .i;s- �-- 2.000- F-I I I PANELS SRALL BE IWAII M ALWAYS FROM LEFT TO FIRM W/ 1/2' LEG ---- 2,30-r--- - (�) *E* TRACK (�) R&E WITH SW AT END r, LEFT IRDE OF PAIIEL I -­ _� -, , I , _,­�- I I ZIP= cam 0.021' (W-) I i I'ANW5 �No ZE_ 1� - '' �, -1p, .. W/ NEWID ED" , ,,-- ___ . _j > .�, 1-1 " _*­`1"_'* � _� � , 1-1-1 � __ I"t ,.�,,� ////4/-,,,�,- - I- _' - �--_ I �6�'D *0.051 - 0 27W iIA" , , Two- , - ­ _­�r 1 X25* L � G&VANFZED sTta . '.4 _r 0�270- � FAMEL I* - I . �� '_ I I r ­ � � , - I � � I I I I , , . , 0.25010 �j 0.625 . .'I'V ��� i L I " . - ­_. , - - . -,I 1\ I - , _Z�591-� - ----- ---j � L _� ��:, mi�;Mkk I /I I 4107' 0 I 1 I "' 'T - 'LI_51e�______��-- -- I...., ­111,�­ 11_�_ "ritil, i- w "I, ", -Cs) OR �g ;- � 2.2SIT' - ; I I I , �+ mm ROUNDED CORNER 0 ENDS OF PAWL'$ 1�6­4�1_ � _­_1­41LP 1 ?7V_Pv4EL . �11�) 1, 1 8-1,051 I - W+ w, �,-, I -�2F I END LIP W/ REMM D EDGE, � r-2.VS* - -, ("'T's) E , 1. i - 3'�'�,"_-,_ I I 4,750* 072' I � � � 2-a I GO i � � .MI- 067' _�' , . I . ilyp.) , . 41 � 24' -A (D,KU '&f-� 105-HIBA ALUM, ALLOY - I (�) KEY HOLE AT vp, Sorte, AUAMJ EM OF PANEL PANEL - "' L is- 1. , --I . SEE SHEET 8 FOR MIDPIRDW I -Jam. ­ I _813, LIMITATIONS IF SLEEVE UDKOI, IS I ii'� 1 I . � 1 � -_ _Ml' I I I '. T ELM 2 1111 I I �M' i .37 . - - ,125� 4 - I- ONLY VAUD FOR IRSTAUATIONtS IRIO - WOOD STRPUCTVRES� " ""' t- � L�2w ­- ­1 -_ " _. � I !_j I ,", - ­1 V&X-LRWH . ---f -2VCQ' - - ,.,=. � 3.7w T I -.193* , , - -2,548' ----- __ i ; !.-Ila, I , 05010 L_ 0. .125' (MI 4 I 1. - 2,000 . I --cia" I . '750- 12507- D I i 1 .-EJ I cryp.) ... I ____­_,� min, TO 5' M..------- I . (9 %MI I - MAX. �- 2.00V ------ I _j ­_­3.CIQO'_,_ _ wq�; , @ Mm I T"0410"10 ,!MR, (B or-m" (R P&M-usm 1374, , : 1 -3io 1 Z-�200- I -, . � .. loj�K'�J!w I - N V� 0 114! (USE ONLY POP E-Z HANG STORM PANEL 4 '­ I � 1, 671' 1 ___ I � __ __ - - ", , , , i` � , __ ­I17' W-,�- W1.1 \)VII-Ar -7 \ SYSTEM) W53-T6 ALUhL ALLOY 1 470' , I : law , .� j­­ -, _r �T.­- ­:;�, .0 �� '� � � J I __ r , 2 I No� 44167 % s FLORIDA SUUIKQ CODE (Non High VatcI urr an* zone, -t- . P P 1-17;L at _ . - z0a, I , " 0 'i;�, _. t wti -*' C � i - Ow. I 1 TYR-) ,11 , , 1 123' . , ' 1,2pll _w? ____ � 17' --- P; i_� *% ITAATI o' � "He MI= ok, 24 GAR GALVANIZED STEEL STO - , - 2.000---- -,*as __ u-1- _ I SEE SEC, - - 't. �5. ,2w 0. , _ 10'. . _ - MIN �E� 11LIECO GLOBAL PROTECTION PRODUCTS, U.C. O`1=710 I (@ BUILD -OUT Air �i� (R BUILD -PUT *F* TRAM @ & 1�� WASkJEREQ MNGNUI � / " , .��', . _, " - � iLLnr Itarrits a Im"ormw to~ ­­ G.T. R. =)ll ­," - __%r" PHONI 104)aU-IW. FAX,- "54Xw;­* 20 =_ v:r=l IS7 -175 ---=.- I-,-., - - - cl-4aw1v I IRACK-AHM I QAMAC 3 ALLOY) P.E SE&L,'S4NJn.Rt/WE - 'L VAX-ul I .ILI I I i i : - V" A. 11110 �_ I I i - - W�XNtd I i ift"Im 2 ite I I i- ___ - -1 __11_____­____ INSTALLADQU QUAILS EQR SERIU 2000 &-1 000--E--Z M INTO EXISTING W,000 tfRWOURES - LAC SCAM At I' 04. W/ ­L, � I - T_7ft____, - _�"'� "_' ;/4'f . - � It I __ 2 Mi' '"NAM PD*TW -1 � - 7 '" =twl. 21w woo) - 77�; p.'� - I/'-' LAG WREIRS 9 5. D.C. Wf �; r, I I � r, -TO wow kLAM, � --- i -<' ,- � r " . - REQUIRED I^'# �, SCRM 0 6' O.0 w/ I ; .. -_ � I i/2' W, IRRMED PENETRATION � 1� I . - FIAT 00 0. Evot I ./r �, -,,W.A= PrHETARDN - I ­ " - ___ IM 10M. z I I _�l I'll, I . � � - 10 VOSTOK; wm HEADER - __ 1� / " ii -_(�) c­L #I,.,* S..,. � � . , , � i, �' I 9 � ENV C,`91 I , : ... , , ,_­� ) I / li � 1�_­_, � ,/4 us - " 11 '�� -­(a)C�, J14.1' S.RS. I- , , I I r " , 6 C�L W/ � wom "' , 7 � �4 - " " N y I � If' � - Nut � � , w , ,2 . , ­ � .--- 0 I- I .. �* V ,. '41 If R L't ol� � � " I , , N, � I J �, I �, I it LAC SCREPS 9 V Ox. W/ I .1, , I t1w, &�, , ,I. I . 'I, F -417 , , , r I , , , , P1 ?, f! ' 1 , A �, . , At I , - -- " � " . � , 11 , I z MM 1,4140003 PMETWY" 11 I 11 SEX END ff Ip , ,, - �,, � - __I___ Z,;=*7;M I � i r - p, .- . TV EXIMING .000 ItAUER - �. a =7 -IAR� 1 - I I :� ; -­­ I I , I t ­y' 7i7t- u T, J, *_i , __IN-= � � � . - � - ­­_� �P�VAR;i 6 11 �`?, , '.1,111 ,'- - ) ." __ , , ,P i __E mw� 1/2� . it --- 4 c� I � - � 11 lt� _,'"', - POP SIM #1.1, %Afz , I - -I a 40NOTH Of ewj?f Iz a Sk M w I . - , Cry-4 (2�- - �� 5 1 - R , . cb,t � - - X OML f/2- It .9 I RECLARE I I .- .T I I I 7=01 �- I - i 1413 I4 __ 4 , I` I A IV-0w) __ I :,�, z."J, - - - -7- I -1 , __ ­0 "I WOW 11CADER REDUIRED i - - 7, 9/16, �,%� 1 I/.,­2a.V4' eo-2w 4, 11 I _ -- - - WAIII - I SCREW V) 11 /Is' -4- �; I � 5 w I 2Zw'. T__ 2s"ilomN' - 14" ­20WA, 9 10 OX ; � - �Nsvwl'l ,_ - ; iw � I 0 To GLASS -4,11. _�­ - 1 L�4_ ,( 0 21 O.0 - -0 I 2 '/w W. 5 ....... P - --III/' " EVERY OVERLAP i f , � �10 A I " t/A*#-M3/4- 75,Z59, - 1. . I I/.,_.,w" ,"'e. if I _L__ , .- .__ � --k- -i-i 9 _11=9_ ".,1.,R',d,,N.," t E,7../ -. X f - to GlAss, EVER� OVITROP C, -I,-- _OwwLAF I I 1 o - I j(d - i I � il , I � I I - ----------, � ! � j I v, . ;:�F __%,_ - I Pe ; " i I I - 0 1 - I . 11 2 I I . 4 I I �§ I . . I �, k , . I � P �, - , � 4 � j � , .j � - --T4 ,- - i I - F , I � I � I F -. - J, �� i r I 1 1 119 1 I I I i , i - . - ;1 . � sg . ;� -7 - 9 - 3 C­ I , - V I i , I I .1,14;71, I . I " -1 - I , . - SE /a , , , , ,7a ; I - E I /a � fe I -1 al 1_-_ : I . � ,P I I I . � � I,'-- � - 1- I I -1 � I � � , 7 - 1# 1, 1 - - __ - P: _�� - - --I 0 12' oc 4 ;-�, Y I ,-� I --] f� L­ �, ��: ----- - - \ --I 2-i.r...) ­ 1 2 � I I i, I , - - I _pM___1_,_,1 -. ( I . - 3/4 ws, Q�4. PAN - 'IV . --- , , - a 12; la .�Ly, I AN.,WP,V / I I .0 /. I & & V111 I 0 7/0' W, I ADED ­11- 81 I , I 1114-up I- Ks� L ; - . , - I - I., -_ L 'y - wt, p , . '42. 1 I'MHATION01 lIt l/21 0�c � 0 ,g '32 a i NOTE M SELOW) - 11 - , -,-- -1 " 1, _T - �� 1 at . � � - I � �=-�,W/.' 4 . � I Lg - , I I I REQUIRED " I , THREADED PEI"M 10 - � i V 1/4'* UNG SCREWS a $1 01c, , 4 � = I' �� I ��� I'M ,. 9 47 " �, 7 I w142WPh(W PLATE AT SMM PKIVO M sp; 4 1 EWE , A x 7/sVAT/w* R PAMI ,­., � P'tj 4 mow! , , prw,mww a ,2 WALL MOUN[T, NO " . W. 1111" 11 ��*/ 1� 11 It pws �,( it 11 1� "M ­1 M" . Iwo I 1. i 6" " - _� I LAG SCREWS 0 A 1 1/4-0 LAC SCREWS 0 6- VC� W/ I � '4�.� � � : l/2 violi IRRE-000 . 01 14=4 M "" �1`01 RMU ; %� W_ " 111FIE'D" �V. Q I w I I me kATE AM= I ; i I - vH1 It".., WOOD, FIAT on ON Eaw SCALE 114,-I- . � - I KATE RPEOLM&, Ke, , j, ALTERNATIVE I N ­ �, , I - ,:1 I " BUILD-Oul Moutmalim SCALE 1/4--- 1 z I - - - � � ; __ NO MOUNTINO , � �_-�- H=1 " " 4� WSIALLAT-ONS ARE ONLY VAUD TO* BUILDINGS WITH A5 D DVIPOI, ,OAOs ,_ I ,- - wanil" MOVE 3 W SCALE I/4--j- TV ­&3 PANEL'S To 1 - �.- UP +06o, pit AM LENGTH UP 5-10'. � , I M 4 T4 ­ q ,e'- F . ..... I / SCALE I/V-41 I Z FOR NEW WOW FRAME CONSTRUCTION: WOOD MEVOM 70 BE SQUIPER. - I ,,- -, - - L" � - �. . ,/ P�_ W, 2, W1 SPECIFIC DENSITY OF 0.55 OR COUAL I --- ,*t-P .. C ., r . " : ,'7 ,IN �CEKS�*, �� - .1 "' , � %�x . � s - �r -. FLORIDA BUILDING CODE (High Vetw-ty Hur Of zorts)I , , I , .. I .* No, �_ IA QD AT W AS =,. - _ _ _ 20 GAGE GALVANIZED STEEL VORm PANEL O" W, I E - � � 4f rr"'­ 114M 7XII'Loo, �_ P.P !-E : . - - - - - - - I M`RE'A` - ,H�_ E1Tsw,+1 - z',,,-,,wp.,p,., . ., *RIRCMV� 1: "O.. - - SIA Of (� :::--:> \ GLOBAL PROTECTION PRODUCTS, LLC. 'Iwm* %­P,� fT WM_ E-- / IMECO... " 1011 r - � S, smmw , . �,, . "... �.14g ."Vi 11-102191AIDW-w-mmon � /�= L �ull 20-176 , I� -1 0014`��Xkll � - TOP A BOTTOM MOUNTINGS CAR K MAO" . ANY 12 LOUMN 0.�=?49t;�Mq "rAl", pmm, (RIA)M-7aka. F.: "APAI cit 0000i I I WAY TO SUIT AM, "MAItATIMM - - - - ORPIPHO Mi ozoo. .. WAUD 11'r . I ""#4104- 'r, StALjS4AmA,RC,RuTx �,I; ,., - I _; � !�I��:n____._�__._j 'Mr, � ShURTR NIACKS NOT 4:010H 904 CLARITY - z �- ps- I � , - - I � I - - . , -.= - SIRGLE PAHI UNUM4M AT ME QR conm WlTH_nACn_1-Z_Q&!1 III MAXIMUM PANEL LENGTH L+- OR %-" (ft) 0 VAX%" AL$.R DES" (Pv.) It al� -) CONCTIM & wow iMsTMIAMNS t , L- 2aV --I+- 22'-O* 121-0* �Mo 121-0, I?' -a' MIT - 1?�e - yV­r ,%a lo--,o- to--o- 4av po'-T' 91-e- 4&0 9�4, - 81-91 w.D__;7_1;_ T� iii- _,_;�-�__ , V-0- - .- ___._ _____�__0___ _.,__��__ __Z___7'__ I,-,' " _n-o 7010 _!�_ , 71-8, r-91 M�0_ __L__5* __!�__To'_ - - - vao 11-11* 6�71 -go- 1�1. w--s __ __ _' WO --i- __ -ii� _7 -2-- 08.0 V19* I 6 ­ $000 V­V` 6�11' #05lo "00 - �7&_o - i "'�, slum w-wMilum M - I - a-ALU OR D. W(j), (�), 21=1 III - MAXIMIUM PANEL LENGTH (g). @.,fi OW OR %-" (ft.) 0 i -------- MAXIMUM ASO, DESIGN rRe'sSURE -I I ,Jt+ Al, ­1 I 11 coMIRETE & WDCO INSTALLATIONS t xo 1*'-#' ?3'-O' ,- �ao __ 0, i-2,7-1- f I f,_7* MIT 71�4' _ ?01-71 _15.0 tw-10. jp,-,Q- Aag V-6, 9�2' 450 V.-l- smo­- -i-F- _�L-_r a-2- I ,to V-3, ?1-91 - .- MV - W-0, 7*_51 - - _. iiO - - 77-i�__ 7�-2- M0 11-1. I,- ". ___ L_�i_ __ ____.Mv_ � Sao _2 7'-.C' _!Li:___ V-51 - TvLO To. ­ i-_J�_ - liao qS"W­ ­ W-r ; W-7- T:F- s'-w- foap gl'-.I* S,-7, I- W-3- __ 7--,;;,- ___±M0 -_ limp - v-I, __,_i7_r&01_ __ -#-,- -IV* - 119116 1 - I *1-01 1ANNUM SEPARATION TO CLASP. SCHEDULE MAXIMUM PA14EL LD40TH 0 ,,) WIND SPEW 1 170 nn_p.� WIND $RED > 170 -PJ1 - - ---I I T.RESTRAIMI RESTRAINED UPODESIRMED' REStRAIWED 3D OR LESS - 1. 7- a- 1 a v, �33TO go I. '. I 1130 TO $AS M ` ` 1. i�_ 1 7 1/2* 1 i - 0 EM __� ------ Top BOTM ---__ DIRECT MOUNT ­ ". . . . 1.51XI,5* R STUD I "EADFjFt EADER AMOLE - F TRACK - SLAW lf�XN _MI_ JIUILD�Wt 'r- TRUCK _�� - DIRECT MOUNT 46, ____ I � - 32 . ,� 3v w 1. 11 1 SIOX, v stw "LE - 1. 32, Z: 42, '. 11 'r TRACK - 12 32- .,� 67' so, 60" M*�C MOLE I So- I 1. � 32' 3�r w '. 1. - wlnv� - I- �W! IUDE 50- 1 32- 1 52- 1 367 - I I [ W_ 1 56' 1 5V - +2/4 MIT ANCHORS (SEE SCHEDULE ON 00L -I ­ , -- - -- - - SHEETS0, 10 *11) - 0 a ..-;.-- ­t­ r I I- -1 - -1 _,_ _r I - __T_ -I /4, 3/4, 4/5, 5/5 & W/6. 2W/S. 3W/7 & y - ___ ___ __ _____ - I 0 ,� -,Ir-7 --I- r -r- -I - -T-r- -I- -T -1 - _1 ­ 1-11 - __ [ -r L - - I I 1 1 11 'kji;�, , g ,�, I 1-j-,", -, - - - - - __ -,- � -11 ____ I I I ; / - I � I -1 - *.t - I _ _ � _ A �i I -� 10._.- - I " 1 I I' It 1, , ,- BOLTED PANELS W 1/4#-2 1 � I ; � _ : I UNBOLTED PANELS 1-:1 ­RS. ms� 13OLT W/ tp 0 Ek OVERLAP � � I (SEE SECTIONS AS 1: -2 1 i I i , APPLICABLE) . � i 1 1 . 1 1 . I I I (SEE SEMNS AS APPLICABLE) I I I i 1 7 i � � i .� � , 3 1 j! 1 1 I , - I I , � I - _­ ,I 1, 1 1 1 f i � j 1- I. - 1 - �� � i � - , , . , I r l 1. I � - T , � - - I - I ': � - , a i � I I I ,� I I , -t I I . il, � I [ 1 1 1 � r I I I I � I �' ,.� I � 1 1 1 1 1 1 J i I I T i I i I I I I � ' : I � -, 11 I ; I � � D.M..03 .n4 , - __ L, . I � I _ 4 J- I - - - __ . -i - _! ­­ _1___A ­1 DRO,__ jt,�� I 1.1 " 4i -0 I' - Ll' 'J L � a - �--i - I 4T i � ­ __" @Or@ 'Lue-1- I L___-__�S: YM 2/4 L1/4, 3/4, 4/5, 5/5 & 6 (5 ' Nal� 00-11111/6. 2W 6, 3W & AW 7 il__ ... - __­_­__ANC9ORS (SEE SCHEDULE ON SHEETS 4?� TO &IT), ­­ , ­­: ROULAIR $108M PANEL I EMATION I/'- ",4 aAP ,till NJ151 - at (Mx Omw -I v� Nwl" �' �! � MAX, � 4 1 - - IT, " MMY&I (1) L.� MAXIMUM ALLOWABLE PANEL LONGTH L�, MAX ALLOWABLE PANEL LENGTH FOR C21 PROCEDURE TO DETERMINE 1AAX0AUM FO GIVEN A POSITIVE A.Sb. OMN LOAD, IN GNOt A NEGATIVE A.&D. DtSXTM LOAD, 0 FINAL MAXIMUM ALLOWABLE PANEL LENGTI BETWEEN *W AND *L-", (3) SEE SCHEW 00" FOR MIN. PANEL I � "ISTALWASN$ INTO WOOD ARE L44M TO SECTIQN A -A f-T - NJS1 FROUSCREDULF FROM SCHEDULE D PANEL LENGTH * I I , I ; 1%. - 'w" I I .44167 ,I 1 . * - B TATE OF .*- 1�� " -_;:�:> ���7_ come ITOM NO. 'f It E �CO . ... % 24 GAGE GALVANIZED STEEL STORM PANEL I fl,pl DR" ln�, GLOBAL PRDTECTON PRODUCri. LLC.1 "I".z" �� _.. - ,e 0;?IDIA.�-, , .. kZ!e * , . 04OLlimmma Caw A. _ ��ARNXPR%,.. "Do IRI at 'Ruir, DAM Fl. = . 1 20-175 -,­ %T__1111'1/1��_ tj a f - ,� _% � - - - __m0A1_;0k)­_' or_, 1� , P-OW-1 MOSIR-Iff-1, RAR, OkA)MW_ DRANWO ft - - �Z, i�a , , iz " 99MINHIEE M A IC, 1-9 _61.1m M g � t� STORM PANEL SHOWN 0 DOCUMENT (P,E.D�) HAS BUN VERIFIED FOR COMPLIANCE IN ACCORDANCE AR��� 1.11''. C1111 WrT4 THE 2020 (7th EDITION) Or THE FLORIDA SLOURINO CODE THIS STORM PANEL SHALL N01 BE INSTALLED AT HIGH - CA- 10 PAKEL"TE FEMALE 10 AND RANELMATE PLUS ANCHORS, AS MANUCAMRIE0 60 ELCO wN.-TRUCROM PROD'Jus. VELOCITY HURRICANE ZONES O4WA­UkK / SROWARD COUNTIES). : 1/4'f LAS SCREWS PER ND.S, C:1 DESIGN WIND LOADS SHALL V IDE111MINED, AS PER SeCTIDN 1600 OF THE ABOVE MENTIONED CODE, MR A S,kSC WIND 7/16*0 � 5/87 WOW RUSHING, AS DISTREUTED a, ALL POINT SCREW, SOLT & !iPEECIALTY CO, SPUD AS REQUIRED SY THE JURISDICTION WHERE . STORM PANEL WILL BE INSINLLED, AND FOR A DIRMPONPALIFY FACTOR KD-O.". USING ASCE 7-16 AND SHALLL 90 EXCEED INC MAXIMUM (4SD.) DESIGN PRESSURE RATINGS WIDICATED ON SHEETS C 1) WKPAUU THRMED PENETRATION INTO WOW OF TAPCON ANCHORS SHALL BE 1 112� AND 2� FOR ELCO PANELMATE PLUS __j 3. 9 THRU 12 & 17, le. AND PANEUIAL-1 FEMALE TO 0000, IN ORDER To VERIRY THE ABOVE CONDRION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCC 7-16 SHALL BE FIRST RNA UNIT S AL BE 1 1/2', RG THREA REDWED TO A.S.0- DESIGN PRESSURE RATING 9' MULTIPLYING THEM BY 0.6 IN ORDER 'TO COMPARE THESE Vf� VAX. (A-$ D) C2) MINIMUM THREADED PENETEATION OF LAG SCREW, INTO THE WOOD F F H DEC OPESvON PRESSURE RATING$ INGICATIED ON 58EM 3, 9 THRU J2 A 17. 18 PENETRATKW INTO STUCM SHALL BE CONSIDERED AS PART OF THE RIECURRED THREADED PEN , ON 000 4� IN ORDER TO VERIFY THAT ANCHORS ON 04S PE,D AS TWO WERE NOT OVER STRESSM, A 33% INCREASE IN ALLOWABLE SIR= FOR WIND LOADS WA.5 NO USED, 10 THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DEFERMINED IN C,J) WN,wRIM EDGE D)STANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDCATED IN TWIS DRAWING ACCORDANCE WITH N.MS, ZOIS� I STORM PANEL,$ ADEQUA" FOR SAPPACt AND W40 RESISTANCE HAS SEEN YERtriED IN ACCORDANCE %T4 SECTION ioug.i.2 OF CA) MINIMUM PENETRATION OF WOW SUSMNG SHALL BE 5/0- VIA- 0-20 SCR.EW5 USED SHALL BE 1 1/2- LONC MINIMUM �, T14E ABOVE M NTIONED CODE AS PER AMMCAH'TEST LAS OF'SCAUTH FLORIDA REPORTS fWAT0T­a' AND JOV-302"". A-- SHOULD StUCCD EXIST. AND I" MINIMUM FOR WALLS WITH NO STOCEO� I IS , VANDAII AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT j1'i34I;IVTAS PER ON P _IOST'N. rAS-201 AND TAS-203 PROTOCOLS4 AND AS PER VALCUL4OONS PERFORMED IN ACCORDANCE W/ SECTION C;5) IN CASE THAI PRECAST VOME, ON PRECAST CONCRETE PANELS, SOUCCO OR Wow BOARDS or FOUND Q FLORIDA BUILDING CODE, WALL, ANCHORS SHALL BE LONG EVOUG'I TO REACH THE MAIN STIF.CTURE SERINO SUCH PANELS. ANCHORAZA SHALL RE AS RIEWPOKED IN C 1). C 2) & CA) 2, ALL, ALUMINUM EXTROMNS 10 SE� $00-76 ALUM AND TEMPER (UNLESS OTHCRWISC N010). SEE SHErr 2 (0) ANCHORS SHA" BE INSTALL�VD FOLL00W. ALL OF THE RECOMNINDAPONS AND SPEC(FKATICKS. CA THE ANCHOW5 MANU ... . ..... R t_�_ �r ALL ALUMINUM SKEET MrN, USED AT CLOPSHRM SHALL HAVE �W5_HR" ALLOY' 0 PANEL$ MAY AL90 BE INSTALLED HORIZONTALLY FMiJNMC INSTALLATION DETAILS SHOWN ON SECTION I 'IMPTOUG34 6 (SHEETS 4 4, ALL STEEL SHEET METAL PANELS SHALL HAW-'STRUCTIJRJA. QUALFIV STEEL OkSTM A-10" GRACE W MONRAUM. C-90 GALVANIZED THROUGH 5) EXCEI- THAT HEAOCASQ *0 SHALL NOT 0C USED, STEEL DEVON41ION W/FY� 221 A4 fff" ROLLED), 9, 9 SHALL BE THE RESPOWBUIlY OF THE COMR4MOR TO VERIFY THE SOUNDNESS Or THE STRUMRE Y)PERE SHUTTER IS TO BE ,Ploe 5 ALL SCREWS 10 Sir SMNLES$ STEZ, 304 OR 316 AtS SERIES OR COPPOVO4 RESISTANT COMO CAIRSON STEEL AS PER UlN H t . I I BUILDINGS SOOTS W1 So ksi YIELD STRENCTR At* SO ks-, TENSILE STRENCTI4 AND SHALL COMPLY W/ FLORIDA RunXING OU SECTION 2.1 1 -3-5.4. 10 M'R REGULAR STOW PANJE_ WFR LENGTHS OYER 90p. AS PER SECTIONS 1, 2, 4. 5, 6 AND A1,MWATIVI IW. 3W & 4W ON SHEETS A. 5. 6 & 7 RESPIECTIVrM, SHMA HAVE A LECOLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR, TENANT I-) 6, SOLT$ TO BE ASTM A-.)07 GALVANIZED STEEL- OR ArSl 304 SERIES, STAINLM STEEI� WITH 36 kI;i MINIMUM YIELO STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SHALL BE AS EOMEW& I I. THE INSTAUATION CONTRACTOR fS TO SM/CAUI ALL SHUTTER COMPONENT EDGES WK04 REMAIN IN CONTINVOILS CONTACT WITH THE BUILDING TO PREVENT WINEI/RAIN INTRUSION (A) T2_QMUftr_�[IM_WAMM - t/4- p TAPCOR ANCHORS AS WOWACTURED BY J,TM_ R1)iU[)IEX. INC, (Mii,, T'­IM P-) ,2 STORM PANENNVALLATION SHALL COMPLY WIT" SPECS INDICATED IN THIS DRAWING PLUS ANY SLALVINGG AND ZONNG REGULADONS - 1/4* 0 . 7/8* CALK-Ift ANCHORS� AS MANUFAMIRED By DEWALT INC PROVIDED BY HE ,TMSVCT" WERE PERMIT iS APPLIED TO� A. DSTRtBUTED T - (1/4* 0 . J1/,%' SMR)-SEF ANCHORS, _ BY ALI. POINT SCREW, SOLT & SPKIAVY CID ff (FEV) PREPARED BY THIS ENGINEER IS GENERIC ANU DOES W�T PRO�AOE WrORMATIoN MItI e-vail pxc) 13 (a) THIS PRODUCT EVALUATION DOCUMEN � 0,4-10 PANELMATE FD44E NO & PANMWTE PLUS ANCHORS, AS MANUFACTURED By EICO CONVITILCTION PRODUCTS, FOR A SITE SPECIFIC PREUECT,, - WHERE FIE SITE CONDITIONS DEVIATE FROM il-E P�Efl - 1/4-0 ZAMAC "LIN AMCRCRS, AS UANUMMFEW BY DEWALT, MC (h) COINTRACYOR TO HE RE-SPONS FOA'HiE SELECT*N, PURCHASE AND tFIStALIATION INCLUDIN" LIFE SAM OF THIS PRODUCT SASEG ON THIS P-E.D. PROVIDED RE/SHE DOES NOT DEVIATE FROM TRE CONDITIONS DETAILED ON THIS DOCUMENT A 1) MINIMUM EMBEDMENT OF TAPCON ANCAM INTO PWRIED CONCRETE SHALL OF I �/A"i 2� MR EWO PANELMATE AND CONSTRUCTION SAFETY AT SITE I$ THE CONTRA4TOWS RESPONSIBILITY 1 3/4* FOR ZWK WAIN ANCHORS. ic� THIS PROMCI EVALUATION 40P.IMEW, WILL BE CONSIDERED MAUD IF MODIFIED A.2) CALN-10 III SOUO-SEl ANCHORS 58ALL RE EMSEOM 71W IWO THE POURED EONCRM, NO EMBEDMew INTO STUCCO SHALL 0 PERMI T`I. 1/4' 4-20 SCREWS USED SHALL BE I 7/2" LONG MFNIMUM $14MV 5TLtC5 EXIST. (d) $RE SPECIFIC PRCUECFS SHALL RE PREPARED BY A FLORIDA REQMRED ENGWEM OR AIRCHIRTE0 WHEN WILL BECOME THE AND I' MINIMUM FOR WALLS VT14 MO $TUCCO, AND MAY BE HEADED SCREWS OR ALL, TIARAOIED SCAM W/O HEAD, ENGINEER OF RECORD ?ED R I FOR THE PROJECT AND WHO WIL. RE RESPONSIBLE FOR THE THE P'15, 6KP;EER RECORD, ACTING AS 70 out WITH WIM NOTS PROPER USE OF M A OELFOATED, ENGINEER THE P.E.D. ENGINEEr, SHIALk SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, kl) IN ME THAT PRECAST $SDNE� PRECAST OOKCREM PANELS, PAVMS, MCCO 09 WOOD 00ARDS BE FOUND ON rK EXISTING WALL 00 FLOOR� ANCRORS SHAU 13E IONV ENOU31H TO REACH THE MAIN SMMM RIERIND SUCH PANCLS W THIS P�E-O, SRALL SEAR THE LATE AND ORIGINAL SM AND SIGN0,TVRE OF THE P"CSSIONA, ANCHORAGE SHALL RE AS M19TTIONED IN At) AND tN &2). ENGINEER OF RECORD THAT PREPARED IT (a) to-ZXWM-tgw.Bg"pg(-*UL-A$N-tl-"I Ia. SHUTTER MARUMTUPEWS LARV_ SHALL BE LOCATO, ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING OWE ONE LABEL - t/4' 0 TAPCON ANCHORS AS MANUFAC�TV017m BY � T W. BUiPLOEX. INC SHALL BE PLACED FOR UVERV WENINC LADMING TO COMPLY WITH SECTION t7099.3 Or THE - 1/4' 0 x 7/0' CALX-01 ANCHORS, AS MANUFAMRIED By PtWALI. INC FLORIDA SUILOINC� CODE. - 1/4 " 0 .X .1/4' SOUD-SFT ANCHORS .� AS DISTRIBUTED RY ALL POINT SCALV, BOLT & SPECIALTY CO .- 0 14-10 PAJ4ELUAIt FtWLE TO AND PANELMATE PLUS ANCHORS. AS MANUFACTURED W ELCO CONSTRUCTION PRw4wVjl111j, - 1/4- 0 2A" MUM ANCHICIRS. AS MANUFACTURED BY DENALI. INC Ktll�tS A. T/tt"' .- , 'it, -,; ......... ' N-1. WTV Iw- fft'*'� WI) MINIMUM EMBEDMENT Of TAPM-4 ANCHORS. ELCO PANELMATES AND Z4MAC "UN R�MOR. �CEN _'-.�� S, FLORIDA BUILDING CODE (Non High Velocity Nu lcone Zone) BLOCK UNIT SHALL BE 1 1/4', 0 .1 � Z .: .I%all HUPUa `hC 11. 9,2) CAUK-04 At S(N-ID-SET ANCHORS SHALL RE EUBECOM 7/8' INTO "HE COW,RET ,E BLOCK UNIT. ,NA,44 67 % 1 24 GAPE WVANNZED STEEL STORM PANEL ORION W� BE PERMITTED. i/4' "O SCREWS USED SHALL BE t 1/2� LONG WRIMILAA SZI-Icm EXIST, * <zlft�� 07/27/1"I'a S,uCC SHAL, 1p. STATE F - - /_T1 _L19 __C0_._--___`% .M. S ­c;', __­_ 5 CTS, LLC, AND I? MINIMUM FOR WALLS WITH NO 11,UCCO. � GLOBAL PROTMON PRODU . I , .. I ,PWA S. S, sl.w BE F0 -,. , , ,� I ,11 OWE, FL "'I. 8,�) IN CASE THAI PRECAST STONC, OR PRMAST CONCRETE PANELS� STUCCO OR W= WARES; I NANtilir OR . . - , "I 0 I'tMet" EXISTINC WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE "M STRUCTURE BEHIND SUCH 'P�lxx*�,4 �,. ,-,I--- ktEv,u-, i F_�.l - wilis-Ists, ,­ 20-175 %I`A1,vi�i;:i1',1- ANCHORAGE SAPLA BE AS MENTIONED IN 5.1) AND IN 8.2), , - - `� �, - oRaAkc ft im- -,E twAL,,%cmAT.K/aA;c - "'a, , - rA_ , , � � � � � �:�E " )wli m5ltl� ,E - A, 1 Mi I ! f --� �­ I I � I I I I IN�16UATJQN 12ETAILS FOR REGULAR PANEL I I INTO PQUjREQ CONCREJE 98 CONCIREJE 8LQQK STRUCIURES I CONCRETE , Cowwr _v '_v CAPOURED CZ00tiftelt I F BLOCK RETE mock , PEOUIRM ��/�,L REQUIRED. I�L�1� I I ,� ,� CONEFMnTE OMNC�HM COATCAPEM ANCHORS__ -, �� - 11-1- _�� , - - , ML - (SEE srumwt I* EXISTING POWRIED SRECM 9 THROtZm ta, I $REITS 9 THROUGH 10) , A) CONCRETE OR ­_ A* � 0 1, CONCRETE BLOW � i __ 14) tl*�&A , __ _­_ - -1 'j � KOUIREO, /V f � �)/e r , 1 T/4* - ,-VAF- 6 I - = f 11 � 1�05I` M9(________,___ I MAX-- , - ....- - -1.11 CONCRETE ANCHORS 11 A I I I 0,11 __­ , _­ - -, t I �, (SEE SCHEDULE ON , R � -1- ; ___ I t�v 1E, F G� 4,�",'� : SHEETS 9 THROUGH I I � - I � ,/ I -1 1 __�"4�_ � "�'.5,,��,' EQ1 t '3,,'­,,, ;ej �, �,,­1,'.'1­­.,,­,'. , ­11;�'­. - , ��, � v ;;zt- 1, ,% __1. I 1�r rl,,�� ,-,_ : I'll 4a,., �0�_, i 1, _(D, . 1 I (D I - C, I i I 4 ; � � �-% ", . L__.- -IA= . -i-.,-- q.-W-2w. ---..I - __ . . . .-, I i I ___ - - __ /. ,2w . ., I . - . 1' , A,�� �� �, E .... , - - _T__ ft . , ,,� . . . . . . i . SEPARATION � I-_ leillutwp 11 SEPARATION ,,, ­14k9air I "I , ­ I To GLASS, - . 11 �,o � ',I � -_ I . - TO CLASS, - ,', 11 A � I I LEMPH olot 7_�rl i I (Sa ScREDLU - . . I it (SEE SCHEDULE - - "I. =-="r_.1 'L' M-1 I I I I -- M4 � ON Slim a) I PANEL LENGTH I am SkErt 3) " 4 1 I* ' � iw,,. SEPARATION I r � I I lisil SCHEDULE IT � "L' u.- To GI ASS PANEL IE" I t ON SHEET 3) a i � PANEL LENGTH I I a I I I HEDULE : I (SEE ScRoULE. I _, CONCRETE ANCHORS IL __.. - - - _ -VA �, ___ - - .1- _ . - � s - - - - $C "'WLE I--- �4 -Al, __ , (SM - 9 T . SWF ) ___, ON SHEET 3) IT- - �)_ (SEE .,--- " sw-v 3) I ! 1--l-sc 1____ I SHEETS a THROUGH Iq i 0 -, "" 11 --Gu i � I � �T 56X , ) i 10) 1 I I T - I OF 1.1 MNJR I 1 .-.-.g-.. I I 4 -, I MAX, I 56�% I _ _V4 `%o sm OF *C � . I - I in � �� . , � - , MAX � � W 0 a J/., oc� � ; � ; � I "'."', I I r � ! I I 11 I � � 11 ! I I I I � ­ �1`11` I I 11.1111-1- - 'I � 11, A 11 - _,'@ � I I , IT I jg- ",�,­ I 11---, ,I& EXIST114 �, .11 IMING � I, , 0 12 1/2- aC � � -1- ; AS, APPLEASUP ,�,� � �?�,: CowVeElf ,��.',` f - * .. � I ) ..... � ;,�'.I. M" CONCREM BLOCK I I CONCRETE ANCHORS , , ­/ " � I ; I - M _ i ... r I, " " , � I ! (SEE SCHEDULE ON I ­­.­ - --.j t I � � I i KNLw REQUIREN I - __ ,/4'- 1, $1, MI */ wil I. : @___� , A '��/, �Ilr - _w_ ­­ 1­ - - �. . I __O1 . ­-1-1- - " I -1 SHEM 0 .THROUGH 10) I I I i � � 0 12 at- I ­ 1* MM'-- IT, w/ a ONLY WHEN SOLID - , I I ,1.11?� - i _,� I - �1� ' Sir * CALK -IN ANCHORS 1­11 MAMON ,1 F. IM ,r . . 1, , , . ARE USED & W/ 43� WHEN __ DO STO POURED CONCRETE 1. ,I I ) I I C4 OR CONCRETE BLOCK , I PAMELMATES ANCHORS ALTERNATE CONCRE%_ 1 CwJL I USOIL RECURRED, ANCHORS - YR'5.mG 2ra,ZIREQUIRED. CONCRETE ANCHORS ARE (SEE SCHEDULE ON STAGGERED W/ STUD (SEE SCHEDULE ON SHEETS 9 THROUGH iO) SHEETS 0 THROUGH 10) BU :�Qz MOMKO WAL6 MOUNTING WALL MOUNTING 4 DIRECT MOUNT W�y 5AM,; ww ,,%III I $oil I -, I ­11: 11. .. . FLORIDA BUILDING CODE am HIgh Velocity Hu . I ,("am Hilph Velocity Hu None zons)l - : ' =20 ILI= M. Fl. z .1 o. 41 7 .'. tl 24 CAGE GALVANIZED STEEL STORM PANEL 00" Ift, = , . . - I - E,D, - EDGE 04STANCE NQ&_EQ%S6M1hffJQR_QE_=0M� z . : * S - - .. -_ PIC, (SEE SCHEDULE ON TOP & BOTTOM MOUNIINGS CAN BE � . STA O�- .. - _= J 11LIECO me \ GLOBAL PROTECTION PRODUCTS, LLC. ov/l�'/eo* , - .m S.w_ 5�w % , - - . __ cow.M; awc _10 I SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY (01110- ,2�., 20-175 , ,=_%,____k mvw_- , INSTALLATION. ,�` � i PRa ­11:�.,. o am _-.1 Ow)"lls-IS'a. (*""�M , DIAWRP �.- - I'll, ;;:l�`�' CA-00MIG -i - I OW �. - I - 4 1", A,,*w/-RURE/QATC WALTER A. luff ., P.L I M. - - , L � - t I I � 0 ar is - - I 4­0 0) � a) � I _= 1. -F (n u a) 0 M -0 > = = P 2 -lm- -a I = ca -0 a- 6 - S -En -10- � +2 C n .p. C2 UJ - = = CID .- I.- , = . M C= W -0 U -0 _0 e C., �z 0 w_ -0 = 104 .; =-� 0 a_ = -2 -3: !2 MC= � " (n .= - I 0 U- - �� � uj - ;i w 1; to = - - CID � C-4 ;� Co 0 -4- %JM_ 2 3: 2 0; a, %w U > r 4" - _za = M(n 0 . I= = L_ S = = .-X Cn a) &_ -6-- C�L ce - -§: Cu :S; 1E 20 ,0 -IS ca. m S! = - I- -0 M - U) k< .;: - .i.- : = - ,4 a_- 2M tp 0- t LD , 0 4 z mi - ______ ___ 11 --- I L INSIALLAMN DETAILS EQR REQULAR EANEL (1) INSTALLA110N DfMU, FOR REG R PANEL I INTQ EQURED QQNCRETE OR CONCRET-E B=K SBRUCTUR .L INT-Q WOOD STRUCTURES i_lt I— ­­t. _­11_1_1.__111jw,w_._ ,1 __ . . . . . __ ­_1__­___1_.__­­1 F INMLLAT-19hi 12MILS MR REQULAR PANEL CV INTO WOOD ,-, r_��,, '__Tr7. �/ 11 I I � I . 1-1-- . -, ­11­1 � " i �', , " -, - I " 71�1 1� ___ 1 _�,� - �- SEPWA - I" -0 7 1 1 7,", " %�!� 7 � '1� l " � v " I ,� , 1i � , � (SEE GLASS. i ; , , I �e ALTERNATE CONCRETE �,, - _ � � `7t_7�t� ­� � SCHM ­­_ I I L ALTERNATE LEG - _ � __ - - I , I _� ANCHORS I m ANCAM LOCATION , HEDULE 0'4 .�. �­_, � ON SHEET ULE I , . /, >7 , (SEE SO I I , � I "I . - .1 11 I P, _ V=71171 __ ,,, ;�! .� .1 � 1; L �� s WAD 901", 31 _-, - I I , - � - ,-­7, T �-­ - -_ 1. CONCRIM ANCHORS I 11 ' 'r __ - �_ ii L I I I - � '..., -L - 1w fSPEE SCHEDULE ON , i ; _ _ , I- 4.ta�- 0 � L - - . ­ � SHEET I I) .. (1)"111* A, I � 1 4*.r 1%, MI " - I . - I I EXISTING POURED CONCRETE �, L � - 1 , L . 4 I/C oc- L_____,_.._________ _��___L ­­ .�,�_ WnItt� I . 4 -0.-& I I I � I � .,� - 0i , (SEE SCHEDULE ON - -1 EXISTING POURED WNCRETE, VEETS 9 THROUGH 10) OR CONCRETE aLOCX I � 11 L , I " � ___ , ; � -4 -_ - 'L .�, L Cn -6--f L ' L OR CONCRETE EILOM . . I I I �1, � . I � � I � 1. 1, , � ,�� ' 7 LL - � ------- --- ­ - ., I 1 � OAK 7_61 ADEQUACY OF EXISTING WOOD / � , n �-� ­_ _ ___ l�, SHEETS 9 THROUGH 10y, � REQUIRED. - 17 1 - 'L" Mem. BEASI TO RE CERTIFIED BY -Aa - -#�--a - - , r . REOURSO. ­ , I I !!I , � � I�li ., � � 117 __ ... .- . I I - I I - I I , - --T'--- -----, PANEL UEWRH REC45MRED ENGINEER OR �_ 1. : 0, ­0 ,4-�g /' LOCATION I'MM ANCHORS ," ' � - - I, ARCHITECT PRIOR To SHUTTER ,,' I , ,�X I El . �­ � I ; . ' I I .1 - Z� I 1 4- � � ,� 11 " P-1, . . --- 11 I � . I . ; � , . F , -i " ". - '14-w Kx states WA .OZZIEPOV -/-;-. -, R �, , L I --- � --'-' ii i i - I-- . (SEE SCHEDULE - I ALTERNATE WOW L . Rr%aEO . � I - ; � 1 L ­ INSTALLATION -� SHEETS 9 THROUGH I ' ,L I " SCHEDULE ON 1 f�­­­ ­ - ­ __ - I ON SKEET I I I AN -cm- :� L,: I - 4,�, 1� I . 1. , tt� ' r � _ SP,CER.LMR I (D CD ". 1/4* . 1 1� _��_. , - -- � x Al I c SwLr I 1) , - (SEE SCHEMILE ON �, I I RX SCREw ON � v ,;I� - - '� L '� , - , - -= ", W/ ttu, - I - - L , �,� r I I I �, L _. . � a 1 � S,eu I 1) , - Ar- � �A I/ , , � =�__4'�= 1IMPHOR 400 - �1, A 4111 =Tin � k1A)L I = "I ---.,7,: . , � 1�4 j �1. i IPP­_ - - TER SCREN OR 0, . I 0 � OF I �, I - � ,1/4- . � � .; ��- 2t�j ; t­- , M�= 't -C- c (am SCHEDULE ON_ . . 20 REOW&LE-_ c� , -,-)t= ANCHIORS ON -L .... No `_`% , I . 4,, at. . i '-J_- ­ ­_­ ­ I L �, � I __ Isi .. I � �� 0 12 ,/r � - _� 411 i , I = ' ­ - L" CONCRETE RSLL , ' -ALTMMT . F LEG - I 4i ,2 ,/21 O.t . - I , I � � ; f "a -A 't I/,- _ _ " a) __ __ --f-D. - WOOD � I- _(i) *000 ANCHORS - - (SEE - _,� , j 1/4* _ I '_ - ­ " --- ) ,;I�1�1'1,`� - - I I - r SENT jr ­ ------ � wow _� I C � , � 27 I REQUIRED 1w I I ; I - ­ i I . __ __�_ � I ­--­­ -,--I REQUI - I j� __ I 1 �'L L : I ;I . ; i - . ; I I- __ _____ , - i I 08 L 4 ,�! IT (SEE "ED ON ! ,,-e i I - IT _I SHEETS a THROUGH 10) � - 1p 1-.l - ­­ ­­- ­ ­­ I R : I I I �I I J, z ��17 � I I � I A I I I - , LL� V, Mo., , n I . � . � , ,� - ­P� on I -*--a I � ., I - 11 "`j�`AM/4. Po' : ��­ - I , "I 11 L - I i ­­ � I : ,� IT i ; I i ED - -1-, � ,� ! , (�)_ ED- ,. I � ]­­jj��# PANEL LENGTH � 11 � 10 ) _-, I i I I _1___­__.1j____.1­J E i W=0I , , I A '^?"` � i .. I , : Mi I f 11 I'm, � L -- - 7; - I , � I L� i I, " I . ' � F-D., �", , i , � , A CIO - I i � (Su SCKW= i . . -Li f � � � � � � � , �. _@ 01,C)AVSLE - I I (su SCHEDULE 69 I � , , � ; t T" I . I , � 1, , ,�� SEE NOTE - BELOW 10 wn. i "at I 1) � I I Eoam I N�I;L I I � ! i , ( O=Tz� FOR ", a_ � -.01 i t _,� , �t­ I I - � , =01,� �JILIUM SPAWM * 12 I/2 1 i I e ­' I , " I � I I G-r-, I ON SAwr � I MO,� � i � 4 0) � i 4 FOR SPACER(* IT SEPARATION - _(D i � I 1/2. Low, sxvm EPARAMN T = ,_�. I 41 __ ;11;;Z0 IT PANIT LAW v (D i L�_" 11-=_ ! : i I PAND, iiNow i 4 A I I I �r � ��, - 1 1, I � I (sEZ SCHEDULE SCHEDUPLE I (Sit %CKM � I � L I � IT 1-r --n-r- _�,,�'�L � - � ,� ,! ". � 1� 'U'S'S 19 I � I IT SEPARATION TO GLASS,. - I I i I --c" - 01 & SCHEDULE � 10 I I , - � & 11 A, R, � --I 10 CLASS. i i"', ON SHE M SEE SCHEOW. 1INWR 1-1 1,11,1: � ; Er.M "I,*- *L* SIM C""'I"'m 0 M i�z , :� min. AXN TO GLASS t wo (SEE I PANEL MATE FEMALE 10 ON. PANEL AM Mik, WARAI "I W�� � a EDULE ON I ON SHEET �* IL 9 It !-(ON SHEET 3) � ON S44M 4) --­­---=,�-:-� : ON SHEET 3) ", - ON EET 3) ..I 11 ON TO CLASS. � I - I _ _ � . � � � L PLUS jSCE SCHEDULE ON SHIM I I 3 I I w rat pan ; I I PANFI, LENOTI I 0 1 * - � I � " I-_, I-- -.11 z� _,J­ - I I � � I � I = L � , i � - _� , - �� ....- ! M�'SCHEOVLE ON SHEET 3) - 1 ,/.,-;a L_ I I PANEL LENGTH I - E 3_ ___ ,_ � I-- ,t�­ - I � - ", � " (Six .S� lfta�o 114A,�wlo � I , ,,, C_ I � %* Mao. A ) I .L. 1, M., I ,.'k� , � AT � me SIAC9 W I I - 1_ - 1, � A � , , IT , � 'r "o 1. .r ii . A, - , 4 , it ---'-- - '- V` - ' ' ' ­­ L- - 0 I �, - ��_.­, LL .. .% I r- womn RAN u LENGTH 1. 1, __ ,I � i I - __ I v - - I L I L � T­ I (SEE SCHEDULE t, I - I ,,-� t (M MR Mae, It SEPARATION 1 2'x4' W6DO . I I - ­, ""',­­ .... ­_­4 PAMMLEWH I I Law" 00 -r-O IN SHEET 3) f - - - - I Evs-nNG I L I ­11 TO Giduls, I _111-- , 1311 SCHEDULE I .. __ I - +_ - ___ __ ,--,- i SEPARATION _-, �� ..... .. " aR_"`N77ViL__ I ."L=1_1 - S PLATE WOVIM23 � ON 3) Z.-I CL - - ____ 1. - " , -, , I I - - _,_ ��'­ -' 11.1 - � � 11 W�K.­,­_ - -J. 1 1 (SEE SCHEDULE ., L I I ON SHEET 3', CIPSITIfij 1 - ­___ - - -1 ON SHEET S) ­1 I - f­,"" -- L---V-"- ­f��_Aj , , I L . , - t = 1 4 0 SCHEDULE- _2 TO GLAM -1 , I I,- - I I - I � I I 1 -(:, ) , . 3 ---.,---. : I ON - " Jj , I - , ____T -1 (SEE SCHEDULE I (Di '_­___­��­A�-­�--* ��,____ , I L DIRECT MOUNT W1 SPACER 6A I I i .11 _­ � . . I I 1 5Ox 1 _r , 50% I I � I I _ I � I � I I - I - L k� �-­­ � � -- - - � -'s, I - __ ..- a ON SIM 3) 1 I OF I: I , - lr�� _YL': --- .-----,-L--1 I ALTERNA73YE 2W' � JIx I �� - ID OF *L7 I-) I- I - _Cv I I < �,,"'l A � I 1- I _ _ SCALE 3/11.1, 11 i i I I -L' 11.11, - I I I I � - . � . - I . . /"� VAX, LL I � ... : r � - - I - 0 12 112- O.C� I I . : I I � - I -; I ' - - I _,'""" w ­ 7'T/1_1�'__1."_-1'1 , , --- I 1 -0 ' - I ___ If - , I � ' . MAX. , I A 1 I i , - .1 � i * I , . L..., ; �; ", or v L. � L. - , - - ,� - � - : 3 , , , IT (34D _1_1 -4 SOM I I - ,. - , 13 1 1 � - I ,. SHEET I FOR . PANEL LENWIRS & 0 --,, w i -lox L SEE TVAII ON THlS INSTALLAIR)k IA". ,. L . I : ,.� I ­ I - '§'��f OF 'C I EO - __ - �, - 4 .0 OLSIGN LOADS FORMAX I --fig I � � I 12 1/2- 0. C, �L�:e,' ______ -----I I LD -_ ,,� �, I It I 0, Ir - ,04-- T, - I � L i ,I � f 0 MAX. I , - I 0 t2 !/2- 0,C. . I I � __ � - - __ .. - _ I It �� � _� I" I I - - '& - i - - I . I ., ,-- .... .. - - I I � I . . I I _` �� - --------- 11 1 * IT � I � -,��,,.� ,/r ; I I .. ..... " _ � , =3 1. I_-` -1 _j , � � 1 a) L ... I � L I - OLC � 11 - ; - I - .- _ I IT I /Y i t- : - I I ;� v.1­0Q .. � __ I � ED .�,fiii t L � - . I I _ - , - --­i 1 . 1, 11 I a 12 1/2 t 11 � I , - '*it f T I i ; ,71 =:Vt - , % -1- " I L , I :, � - ----- -r-, CQ _' 1� . L * ac _. - - 1 1, - I ". � � L I 1 7 I x z , I .__ _ I _, -1 L , -0 I , RliSe A 1/4- O., � L � , p ­­­ ­ L ! , , X 11 -�q C - 1: �� : . 4 - AMC 140a __ �, �,�',��' CONCRETE ANCHORS : - � V_ : 1;� 'Al I 1--, it - ­ , I ., 1, L I : - ­_­ ­ __ ___A- -,-- ­! - , I) ' .14, & 't I L I ! 7� = ,_ - I -,-- , _� _ WOOD ANCHORS I : , i T � I unp �:',�",'�.`�'-"��,',". L'�.,,'�', " - '� ­� C EDULE _ 144 (SEE SC ULE ON - 1, . , ** mm i , 4 EXISTING RD ,�z-� �_ �', R I (SENG S(� g"'-"�_""'� ­7�__­_J____�_ , , I r J I - t t' I I I � - , ,� I ,-., _��, -1 . � - _4020 p t I I 11 - � C '777 , - - ... �, 10 "Ea-,-, ­ M-7i", � - LIONG MAX, AW44NUM , " . _'D'=r - ; L i � - %. T 1 �i , I C I ��_ - " . "L �� -THROUGH , � ; _­ ­­ I : STAGGERED W/ STU I _____ 'L.- --'-4---- -, � . � , : I I - �� I WALL $HEM 9 , , .N -*2 1/8 I � � I I - 0 I - �7"" ,"',,�� EM OF OR SIAS to) , � ­�,' '�_ � ______ ___L____j 0 SPAM S4 VAY K I fIr LONG in � I- � ! I , [L L_ RONCREYE ,� ... 1, �� (ALT� CONDIItON) ., &K � L , � , ­ ,i I I � _ _. -4 ---,-- - - Z-xo- WOOD, -.A- WOW PIA ' " EQUIRED, , SPACERS 0 W'AQ.C* VALID FOR ', , � , � 'I I�l (SEC SCHEDULE ON ", I � ,,, ... I NO PAWL t_ .11 _ � 'L'' , _­ --- ­ I 11 ,�� _=NG pOlustv CONCRETE ALL DESIGN r__ . vierr I I) it) 6"MALA" M UMNUID 10 A ONE SIM BUILDINGS ww IS`­V ! I __ - �_ _ -.I,--,-. DECK RWL411FD 2 TE_ - --i-4­ � � ) ) ­ - � I ­­ ­4 �, � I , � _ CONCRETE EtLOCK 1. , I I I 1 � �� 7 L _�_,_ ­ - REQUIRED - - i � (N ANCHORS C EXMTkQ POURED CONCRETE � LEN(;TH$ PER SIEET 3. j ! � � � � � il I - � ' SM _ I ,,�� I I -U4 I*A=- " WAM NOW 1~ (" c; A gmwmN FROM NO i WOOD ANCHOM ',_____ ­� 1� I 11 � a CHEVULE ON DMORM AWHOt* : n RCOUIRIED. OR CONCRETE BLOCK 2'K4* WOOD 11 � �i 1 � � � , - � - I � :1 ..4 L..O�� 1; rL. LOW ALUMINUM SPACIDISS & ., - __ Co 0- (SEE SOREDULE ON '(2 C'. ( 11 . ` 1� I wwm AWK OUTPONTLY 010"TEP, 00 Way 0). , - ----- ,� � S TABU 0 1 ON � - .., � _ .Y � : � '; ! I I it) - � I � "'? REOLURE13- SEE PLATE REQUIRED , ? � ' ,(OODANCHORS i 1. Wth SIP-MAININ TO CLASS I � 14, j� fj.. P�'X4' WOOD I mr-sc� 7� tON - __wL ... .... �� - SHEET ------LO -- ", �� - _­ -, .. I - - NWAIM ,_L _ t L _===�""""­ ­­­­ �� ; � SHEETS 9 THROUGH 10) " � I STUD I ­­­ : � � ; � � i I 'L TA"MMIK 'i�_ , . 11 � 5 6 ON leaff a 10 ll;;r , 1�, .", __, . LATE REQUIRED I 1, 1 - !­ �! I stitm 9 A, 10�; , � I ��',� (SEE ON W64 AS 04%MDUM01700 "I"', , *, `ft, " OR I . � _ _j ,_ I, - �, I ]__�­�, , . I w,vftzTz,.:= " A, 6 X4 1 ' I I I t SHEET 11) oDk"lo Raw DRS 19 A SCOWC", FROM 12 t/2* 04, %AAOW4 "CION 1 z � , , , , L I I �­- 2* I&,-- - .1 ­­�A­ � � I -, i � . �I� sP1w a I _�, __j 0 a) I � � � , � � I -,, , 1 � , I I (I) wa" 'a ove" pitaisuRe CEILING jLQ NTING WALL MQUkfflNQ /1510ECLT MOMfil )NaMERS (W Qft L � � 1 AATM IS .6% -65 "I. (IT �� t � . IS tna;Z��L= 6 LAW 70 ft' AT ANY OPENING _ � _ " ) LARGER PAWL LIPINVITHS AUDWUD W I SUE am - : - �. " ) - L_ - " (2) rw STORM PAN" Low" is I SCOILE 2�/8.1. SCALE 3/8-l' WMI I ; 1.ELW9ftW UNTIbW BUILD -OUT MOUNTING " M . I I TRECT MQUIItT (4) I Vr wn WACOR coormploKm KOAAS NW.90 ON L 30 "LL MOUNTING ('5) STORM PA,u MNAUAM is ONLY SCALE 3,'S- I* SIM z 1/2. Mcs= i ALIERHAIDT-M wm AN EUSTING wow FRAME i I VAUC FORWIMSOM620% 1. 2 AND 3 AS DEFEeND I ONLY SCALE 3/B-I* sou 3/$-I' M ALTERNATIVE I W . ,_",I " "­ i "0104"Itt", L. � `MU` I a= '" SCALE 3/8-1 - ! (4) INSTALLATION VALID OPLY MR - 1 i OLW,DMSTAKOW AND THE I= (Till EDITION or TwE nctex I /;�� �:. NZNI I W IT - N A - I, , V0001"'AF14, 1 , "14000111H4, Rip "o A. I __ - i , - , ; � 4.-`1\�0E1vs`-- IA. w o ________ I I - ____ - I . t I. =3 1�1�?% ,��r. LT!Q -_ __ I NOEM ______ - ....... � � � .. ... , * .1 . �k - . . �� - __ ? .' NO. 44167 ' z FLORIDA BUILDING COOK (Non High Velocity Hu come Zone) 15- 'N . , .. - hm, jpw . - ,.!!��k PC *. __ . \\r �xc Fiv j� - . ,_E)Vj�--!�\ _. . FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .* FLORIDA BUILDING CODE (No. High Velocity Hur cone zone)l x I ; = caliat, nLuw. - ", I . INSTALLATION ARE ONLY VALID FOR MAX� A.SG� / �. . I- INSTALLATION ARE ONLY VALID FOR MAX, A-S.0 - I ---Vl I* It i Qm "'TEM W� F�l < � ' ' . 7�; toDo ixm:ol F4. 24 GAGE GALVANIZED STEEL STORM PAW I" TOP & BOTTOM MOUNTINGS C0LN BE ON PRESSURE RATING (px.t) AND PANEL LENGTHS .' 24 GAGE GALVANIZED STEEL STORM PANEL aRMIN ft z - NOTE FOR COMERNMN OF SECTION : It W, : No. 44167 , = ORORM - I COMBINED IN ANY WAY TO SUqff ANY DESSPER SCHEDULES ON SHEET 3 � - " , a.44167 t I 24 GAGE GALVANIZED STEEL STORM PANEL ORA" 0" . I . - L %',�, StATE of . 2 * ; - DESIGN PRESSURE RATING (p.s I) AND PANEL LENGTHS 2, � . ,ft, .,�� t, ;*E -, I - .*i - IZL- i: 1. * . TOP & BOTTOM MOUNTT)NGS CAN BE z 1. * S,� 0,� ,&, . 4" :, I M tIgIE FOR Q�WfgNATIQN_Qf_=Cn=; 56_ AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - - 20 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD -2, 40� '.." , XI=� �_ GLO13AL PROTECTION PRODUCTS, ./V/2M E�D. - EM DISTANCE 11%. SWEET ��, ILIEC01111111C. GLOBAL PROTECTION PRODUCTS, I.I.C. 'W't� COMEPTNFD IN ANY WAY TO SUIT A14Y ALTERNATE 2W') S -'- STATE I __>� h L 11E C 0 ,me. GLOBAL PROTECTION PRODUCTS, = . - MEMBERS 10 BE SOUTHERN PINE No 2, W/ :31PECIFIC 1� - - / 11L1EC0..7\ Lw. am. (SEE SCHEDULE ON Im S.., at STREPT INSTALLATION, A i AIL&V SIRM 400W,X�Wj2T SIRW & to) COMBINED IN ANY WAY TO SUIT ANY - DAVIS. FL 43314 �,__F 0 "I'll , 10 tv � L :W_/___1 20-175 TOP & BOTTOM MOUNTINGS CAN BE 0 � lonlolk­. DENSITY OF D.56 OR COUAL A 2: k-C ,'Zo S4X6110-710II. FAk (AA)UN-0107 1 2, FOR NEW OD .1 I �.., - FL 3331. "14,011041. A1010L 004"04-71R6, 3rwnt")MIN-11710 INSTALLATION, . I ORlow ft I MEMBERS TO BE SOUTTHIERN PINE No 2, W1 SPECIFIC - )t::!� MX� (94R)INIIII-EW I I f i�V Z130"59l.5 ORNANG tk'. 20-175 WO FRAME CONSTRUCTION: WOOD - I 40 ,Zv wowe,�ft. ISO. 475 S14EM 9 � 1 "....T.7" .kl;� NIA-z- -..; �.t'!==" -, ��k' . - WAInka Nq� -.1 wakAllt I - I RP,- I Nk� I - < - - � OM AA�Oourits I DENSITY OF 0.55 OR EQUAL. :ii;�Mts .f APPRkke I APT P,v_ StAI'VANtIMAXAn CA�O(Kiot � I ____ 4- ­­_ I ou"M :���, �PF `I ; � , ��� I , 1� �.*�" -SI 6 OF Is - - I J"lt$i#4f$iu0$k%--4/0�Tt A� I � N "917 6 At is 11 I ; i " .-I. ffl::L� . SIM I ff is _j I I- ---. ­. - I -j � , I I I - P4 !ff _!,�_­ I .L.j ---------- 4- i I I- =LgU; p I a - SHEET NO. SH 1.3 Nz a _ C%m t4► lie P C R p `o T IF SAFETY & E—Z HANGS STO M ?A-NEL 1) r� YSIEMSJ (VALID ONLY FOR PANELQ INSTALLATIONS AS PER SECTIONS 1 TNRU 6, ON SHEETS 4 & 5)=" E MR REGULAR � INTO MOVE A COME BLOCK STRUCTURES CD (VALID ONLY FOR PANEL(.,, 1NSTALL#ti EONS AS PER SECTIONS T 7HRU 6. 9T4 SHEETS # & 6) � V N `iE i 1 d C. 11 `;- i� i 4A%. AS D. _ 4TA%BAIM ANCHlMS SPACING FOR. MXi E.D. PER-SCHEDit(E BELOW APPLIfAaLE AULaMLM tAAX. ASA: MAXIMUM 7QNCt4DRS SPACRNO i0R ktW E.O. PER SCHEWIF @FLAW APPUCAI#E MA%EUUM - - +'� ._ .._I __..f�'y ,� +`Y OR P4 OEM" p3un.�.tx PANELWTE ro Pith' DESIGN PANELMAtE PANt1MkTE PANEL LANE A.S.A. kA%IHW ANCHORS SPAOL+tO Fit MIN E,O. PER SCHEDULE BEIAYI I,t MAX. AS,O- MAXIMUM �t)iCt�RS SPACING F'qi M6N EA. PER SCIRDVL£ @Ed.OW i4 MlxeiuN N �• I \ 1 u�' mHCRCfE aLOCR Ofl 2•. a ]' ..!W]- 3103 M 14 0 PRESSURE 77�ODN SCUD-SEf IAIfAC--WINLN CALK -IN if tEN4RN PRESSURE TAPCON SOLD -SET }'MJAC-NABW fACK-W LENGTH #j1 0£SIGH PkYEL �31GN - To PANEL 't/f '� } :S saki 4 aC Yl WO D FRMe e067-te.ALLb't catrt NUM. t'' RATING FEMN.E D PLUS &ANY 'I,- RATING FEMAf.E @. .PLUS 8 ANY .L• i PRESSURE TAPCON SODD-SEf PU IAV.TE PANFI.WTE ZyylO-mum CALK-iN - # tf.'NDtH PRESSURE TMWN SOt)O-SET PAhFUTAtE PN7EU.64TE ZAMAC_ CALK_81 A rA r Q m to Io TO to m m m 70 m m 1a TD m I F 0 PLUS WAN{ FEMALE D PllS ,K A.N I 2 i 2•' '. WITH ,(4'r A , 3/4 �'x 4 (P.4.Y,} C'sm (1d.) (.,a,.) tit) WA7pNC - 1' RATING Q / TAPa4N 4T 1z ac. } ..._i« n f 2 7 } (P.a.{:} m CmGS[ ca,m 1 TTNEAI t1L7 (aa.l.}DAM 11,00'RIRDRLTL OF T9KM (a) 3 a2 y OE THEM ijF TFTF3T , TO 70 l0 m a A. to 76 TO To 10 - + iy SLOCK MURFD IXiINCi1ETE '_ t(�) 41m• .':a'+ - ]T IT 13' 17 is, i3` T3' _is, t3' is, 13- I3• 1 (TOP) 73 13 1!' i3 t3' _3 13' 17" IT 13 t3' / (WIP) t'OIp�tE' -.. �Ayj[F , 4 , ,`� ' _- '.. « >. , 3' 1' 91" i3` 13' 93` :4J` 13' 13` T2` 11' i4` 1 (i0p} 1}' S' 73` tO if2.. 13^ 8 ij2' 13' b 1/2' 7 IJ2 5 3A'2" R3' -4-if2' i d S11 - BLOCK 4R 2'.a` WITCD :FAME POUTiEO WNCRETL _ ;: ! 1 .j `s x I ,,, 'PCN - f t CONCRETE BLOCK ISM ;._ AHLINOI a 72" 0.L. : 2 if2 a,1±. ("`}_ "I ;`­1 13 ,3 IS 13 1! Y3 13 i3 F3 73 73 U t3 / (BOTTOM) i]` SS 13 13 t„. 1$ 13 13' 13 tY T3 71 If2 (@osTOMI , , : , , - , REWWED II L,.-.._ ^. eN;n �. « , « ". }3' ` 71 1 2' 13 19 13 A3 13 t3- -1J 13 13 t2 r3 I 14 t (BOTTOM} 13 6 id2' i3' 13` t3' a 13' 8- to" ?7 1/2' i$` 8' i ( ) % 5 = Q tvl 3z4 WU00 tTUN.r€ >.ti; '��X OR ,'m k .�, ': t3• IT Is- Is- 73` is- Is- i3" t3°. .. SS I 73 2.(TOP) 1J Is- iJ i 13 13 13 IT 13 1Y _.. 13. d2 (>D%')' : ,• - ..- " .. « -. � - � 61 V S 7' i 4 1 2 13' tt' 13" 13 t3 t3' 13 t3 1J t2 13 14` (T) 13 5' 1J Ii4 If2 i3 E 1/2 t3 a fY i/x S f3 f3 /2- �. Ct3 RFataRTEa "`.,• 8 @ .s� AH1F nNFi �.,., '- ? 801TDAI :. is' ,3' IT i 13' /3• i.3` 43• i3' 17• 1J 13 tl id2 2 (lATTpM) _, :. �/ ►- •._ ,;. $ ,,. '�`.'. *,.v. ;x,; tt/4 GAP .-'. i3' ti3' 13` 1J' 13" 13' 13` 13' 13"' t3 i3' :. t3^,. ( ) r' ., >.. •< ;, ,..., � .-.,,,,,.._. - _.._.' ..._ , « « « « 3 ' ^ 13' t3' 13' 13• 1O• 2' (1Ki7TOAH) ,3' 7' t3" 13- IT I t/2' 13` 51 1fx' tO T/2' 7 t/2 i$' 6 Tj2 2 ?j t -µ ..: « « , , a,. i< I 1 1.2 3'.- 13 tl t3 13 t3 3 13 N „-_- . „ :.. s .� +,:+, �.; _ . I ; , . _ .11 ,.;. T!` -. T3 13 73 t 3 93" t 3 +3 13 } F1]p) ,. « 13 i3 f3 /7 i3 3 13 1] 3 13 iJ 1 / (TOP) • . ". , : . --- - «-- ._ 5-8 5-6 i S t 2 1 8 1 2 ICI t 2 7 1 T i} 6 J ) N 4; . , a 4 __ I. �._..� , " . ^ t 1$ 7J t ,3' ,3 12 T3 1Q 13 7 Is s 7 j ] f t ✓ ,:v a ✓ ts1'.`� �.., «, _ � ^ _ _ a 1a it 1] 3 ...�. 3 _._._• --- � _ _,... . ..�-... 5_6 ..Lilt >'dAVEI ! , A _ - t 4 B 9 3 @OfYtlM t2 1 12 r: B 1 4 a!# t< f 2 t2 t 2 B t 6 '9Ja: 5 BO'T'i'Ok#)... _.. 3 a ., rr .,.< ... 92 7 ,2 f 2 6 i✓i @ 1 4 T2 t✓&. 9t2 7}3: B J di ( -) 4N d2 f2. .f ✓ f .e{ d. t 9R - " , ..4P[6!#N ANCHOR ,.... ✓2 / / 1 , : HENNA , _ ,_. _ v _ - i 4 6 f 4 '3 @ - M CC Ua LaCATpOH .. ',.«............ ,,».:, :1/ - _.._... _.... " 7 "#i 1. 6 i 4 6 7 4 12 t 2 8 1 4 6 O7T0A4AA ..,,., ..�.. .. _ .. t T2 1 3., a 1 i 8 ii. 72 1. X2 1 2 91.4 6 t 4 CTTbrd) 2.. ✓3. 2 ,!2 / ✓ / / ✓. . d (. ) OR2 A a55 To > tEss LLss 2 f 2 d t J ✓2 ✓ ✓ f QR _t ::O i3 oG I ..._. . ,;. _- , » y.1 K --- :: a 6-t 2 .. 9 7 T 2" B 8 a 5 4 :.:.. ' ,.�_, / .s: n 6 @ e O B 1 @ s f J (Ta) - /-. eof 2- A 3 t .OSS CGN1. w �_ : a f 9 B Y i it 2 i t a r 3 @ s I/2 7 s 1d2 e 4 i j2 3 t2 2 /x (Tan}2 t _ 8 b 8. a_ ffi 8 8 8 7 6 a .f2 CTOP) _ ..�.-...._,.:,�..._.. ....._ _.a - - - - J __ _.. __ ,.S B c L s sz, M AE. a AX E aR - - BaTTma 9 6 B` s e a 4 (Ti w) _ - _ ww.. - „ -_D 1 _.. _-._ _. _ F T _.._._ - a 7 5 ij2 ) 4 (81TTTpm) CE- . 3t06-±SEEN S LAT _ _. ._ 8 a EXiYTOi.S e t,2 B 8caB PauNe4 A RC7E mmeRE e e D B a ( )_. _.. ca . - .. _._..,....5..,P) B _ > _. _ ,_ __ d.._. 5.DP. 13 t3 T3 I7 i3' 13 13'13 t3 i3 t3 / (TaP7 ,.M..,..� .-_.:,_ ..":.RAca+ M N-N .00YtPAAE a 1 o- IJ is 13 13':1J Ta tJ 13` iT ) , < - , « ,,,.-.. -. Er TAN s'. 3 13 ] 3 « . ,„. d ..: i _. BL f7R 2 v4 W000 FRAME . .....:,...�.................. _._ _�. r,.w...,.. .:........,,.._.... _._.,,-.„,: - , , , " + , «4 K 1 __v -( I a4 _.�.__ — ., ...._ _..� . M„ .... ..,.. �_ __.._ � . « s 6 t 1 t Is R ,s a TG r t 2 t3 a (rc�) E » - ... 1 tr 1 t3 T3 T3 /S '73 3 12 i$ : 1O 13- ✓>< 3 3' P.. .;a,u.,.,._ 2 2g 1- \. �^'' V di'rx:'. t. _..._ ,. ..-.,.. R€OVMCD « , ,. - r 5'.. 'tT0 : 1 13" i Y3- B t3 I] •,- ]ta5-H144R ,; - 4 73 t7 .] 13 33 t1 f3 13 (BP M} 7 'J i3 3 f3... 13. f (EOM).. „ «2 i 2 �.:.f , _,_,,..._ _.�_.,-. _.. .._.._ ._._ .,«_ ,:-. „_•„„ ^' « , - SF t 2 S 1 2 1D t: 7 9 2: 73' 6f- Sm-16 ._. , _.. r__ .__. y1 1 3 t tV 1 3 a (90TT4M1 3 T t3 t3 3 d a / !2 f saoa) 3 NLaY f 1...�' 2 .- ,+,:. - - T... - « t3 f1 13 33 3` t ] 3 2 T �_ .t.L Mm. \Y i 1 4 + t3 t3 13 t3 /3 i3 I3 a$ 7J ig t3 s (TOP) 13 7J. 13 13 3 t3 13 i3 93 l3' t3 f2 (TOP) _...-,,.- _' -. _ -.I:.. �. y • « ,. _Ctwn. AIL1M.: AND£ . , , L, : 1Mx. / 17 ...u......_... _ ___. _..._._, ..._._.._.. .... ._......_. ,....._ .__._„_, ... « . , « , -, ' , , +- 1O 1 6. t x t 8 1 2 7 1 5 t 4 a 5 }✓ AID.. cAPr _ ��. _ _ __ __ ___ 1 9 13 _ 13 T3 t$ 1] s Y 1$ 1a FLX) is 5 t3 J s / t2 /2 3 ; j4PY./.: wsrvl+«w�o.�-ar�.�..'re�.>.a,m.m:j + - -4B. _ _ , ,. - - �... - 6 t 4' 6 1+' @:@OT1:.4.. 443,::•,4S _ _ 6 1 i 0 i i.a:1.♦SIB tf# - - _ - ,f tfi 8 tji 6...!. 13 1 ] _,..r � i5.. aYj4 a 7/4 6 1d4 . 6 1 a_ / (.. ); .� ✓ f _. (Ba'T7' ) { _.._.__ ..........-,,.....4" Ile e ::- - .. _ t 4' 6 tl4' ' >475. -76 _ _ 9 3d4` a i 4' B. 9 4` B t 1" 8 1 4' e , 4' ,.. .. B T A'Ta 1 satT,»Fj ' G.3 4. Ts cR n aT -6s - B Tja B tf e /a 6 t i @ f 6 ( TT ) ✓ ✓ f - / - J 1f . TN)L.. , i A 4 . ;a72 ,. • 10 F 1 - 7' T3` '7^ 7 R. 2 5 7 2 i7" A i 2" 1 (TOP) -135 13' @• 13' 13' .. S}" S 1 2 13' E 1: 2" a i/Y a 1 j2` 13` S 1/Y T {TOP) - TO • _ TO - : ,. , :1 t4 €S3 T3' 5 k3 %2 .,_. 3- 1 ✓ ,- / ^I'a5. �. - e t2 U.C. 3 as-H Qi eDa3 lE Ni01' _ - '"--' "'- +75, -75 1ST" 7 IJ2' t3' 43' t3° TQ' 13` TO' 7\' @" f3' ___ (TOP) +11A-11Qa E3 S tJ t0 If2 ' IT !S: 1/2' l3 6 1/2 7 1/2 5 1/2 ,$. 4 1/2' Y (TOP) W/yy`kArykt C.M. Num. NfO.E 53^ 7` 13` 73' 13' fi ij2 t3` 41j2 iO fd2 7 If2 t,}` B` i (847201) 13" 7 ,f2' t7" 13' 53` to* 43' TO` t1" @ 13 6 1/2' 7 (BOTTOM) - _ a p...- 1 t f. 'i , E LmiTaMr l" 5 Ff3' t3, #3' 13' 9' 13' B' 14' 7 1J'` f3'. `a" 1 (BOTTOM) ' T3• 5' 13' 1O 1/2 17' 7' IT -7^ 7 1/3 5 1f2 IS- 4 1/2" 2 6iD;) 13` 6" i3" 13" .t3" @ 1j2' f3" B 1111 8 t/2` 6 1/2' 13' 5 I/x" 2 (Tim Y3' 7 TJ2 IY T3" T3 1O /2 13 10 /2 f /2 . 8 13.. 7' ( 3. .. , - I 1 " 7 , 2' t _..1: ' t ' 13' i0' 91' @" ]' 6 1 Y 2:, Is- 7 t/2' 13` '3` 13' t0' 1]' 10' Yi" @' T3" la 1/2- 2 (100 _i3` 5' r3" 14.1/2" ,J` 6 1/2' 13, 6 1/2' 7 1/2-.5 if2' 13" 4 if2' 2 (TOP') p \ f5 7" t} t3 1J 8 if2 13 I B id2 to //2 7 J2 t3 a /2 2 (atlTTQMI i3 / J" S ] to- i f [BOTTOM) f2, ig• ,ICI f/2 ti 1/Y 8' t3` 7• 2.(E30TTCM) /3" T 1]' 77' /3' § If2' 1]` 8 t/2' t0 if2"p7 if2' iT ,6 1JT 3 (BOTTOM) CASE A PLAN) CASE B {PLAN} CASE C (PLAN) SASE PLANS _IT 7' 17' Is- is- 9 1/2 IT T& 1/2 10 1/2 7 1/2 '3' a 1/1' 3 (TO+} 13' 7 1/2' 13" F3- t]^ 4O I I]` 7 i/2' U' 1ST T3` TO' IT 10' 11` E" IT 0 1/2' 3 (TOP} m{--m-- - • s`=t" 1 4':1" SCALE 1 4'=1" «1 -' A5'•-6" >s'-8` 13• 7 1J2« IT IT 1 Is, n 1/2-. iY Ta 1/1 11 1/21 8' 13, Y 3 (TOP) is, 1 7' 'T -,T I S 1/2' ,A' 9 1/2• 10 Ij2' 7 If2 IT i. 6'.. 3 (TOP) >0•-&• SCALE 1/4 i SCALE ,j SCALE / / - - 12 1/2 12 If a ,j4 @ 1j4 12 t/2 ,6 ./4 - - a I/A- a tj4' 3 (BOTTOM) TO - _ - 12 i/2 2 11r 5 1/4- 6 1/4 2 1/2 12 1/2 - - 8 1/i @ 1/4' 3 (BOTTOM) TO - >5'-6" - T4,-v --t— - B,rS _ _ 2 1/2 12 I/' 6 €j4' 6 Ij4- 2 1/2' 8 1/4' - - 8 It4" 6 t/4- -i@OTTOM) TO - 1 - T21d2'12. 1. 6 1/4' 6 1/4-,2 1/2" 6 1/4' - - 6 i/4 a 1./4' 3 (BOTTOM) TO T 3" e'- 9 t/2" 7• J t/?` b" - 4' i 9/2'.. 3" 8 1/2' 3' a FIN'} > -r 3' e` 8" 7` t 6" ;• 4 If2' 3 1/2' 8 1/2'' 3' 4 (TOP} - 8•„O• - j Y-S• --" _ '- 7 if2' } 9/2' a' IY 7 T12' 4' 8�.}_4 If2" 5" 3 i/2" 7 I 3` f {T�') r 3" a' s f/2 T 3 1/2' 8• 4' 4 1/2' 3- e t 22 2 1/2' i Rd') 8' ja 8" - B' 8' 1 - 5 1/2' - 7 7/2' 4 (BOTTTHf) @' - @` = B' - - 8" -y 5 If2' - 7 I/2' - a (BOTTOM) 8` - 1. @' - A. 1 - 8' - a^ ! (00310m) b• - a 1/2• . - 6• - _8' - 5 1/2' - Y ) - 4 (BOTTOM) p"-,; - ;OLIO-! T OR �-FN '13' 13' 13` IT 9 ij2' i3` S 1/2` 10 I/I a 1/2' 13' tv 5 (TOP) 13" 8 1/Y 13' 13` IT IW IT 10• i1' 8' 11. 8 1/2. 6 LIM 7 1 2• 1 • f-' i]` ID tfi :f3' YO 1 2 11 t 2 B- i3' t Y '3 (>T ) 13' 6 1/2'. ±3" is, IT 8- 13' 6" 90' 7 r/2' I.3" � 6'T 5 Rap) ,i 0e Elm PAlvfilATE �. / t1Y t3' 6 ij2' (ODTTOM). 13" B 1j2" 73' 17" 13° SO` d3` iQ' 71- B' 13' 6 If2` 5 (BartOM) 73' / 3 3 _ ✓ / ._ti. r'PNXYR€DN:ONI%(ETE _ 1RR.9 A? 'I'EWNEE 96 AND i3'.1J" 13' S3' B i/2' ,3' IB 1/2' 0 t 2' 7:,...-" " _ _ I y 13` 7 1I2« t]' S3':- f$" t0 T/2 tb^ 70 Tj2. 1 t/2' 8'�;" B(13' Y13` 1f]"a5(BOTOM) „s; �_. .._.. -_� 1. "... :.. 1 , 93' 10 1 2 1!' 7" T3` 7^ 7 i/2" 5 a✓2 13' 4 t j2. @ (TOP) t3' a" 13" 13' 73" a 1/2 1J" a I/2 9 1/2^ 6 l j2 iJ' S i f2 a (TOP) , . - - - , ". - a ,.; 4 'r,S DR CONCRETE IR.Oa( �npLl OR pAN€1 Abk1C Pt15. 3 / 7 X :,, plaX'C caNc ,. [gg ."'•. ." -""': - i3' T 1/2 iT -i3' 93' 10 1,f2 i$' to iJ2 1, Tt2- a8 (Tap} 13 `.: 13" t$ 4 1/2 i3 6 1/2 T 1/2. 3 1fY .3: .. i/2 FOP)�` -.`t OR 2.4 WOW : SIDES OF DAD" 061)N 5tM£15. ».• -. \h, 0 - e1 4 6 i s..8 1 i 8 1-.4 --- 8 11i' 6 1 4 6 (fEDTT'* •- _ B i f4' 6 1 4 6 1J4` 6 1J'1`: _ - - B T✓4 4l f4 8 (�,iT'+t}. :.. ""_^.^ `.,.. '�-: _ (MIN, PANEL CNCETE &OCK ..-; yARNES�, \ AAA FTLMIE REpJWEO ':: AS APDtM:r'8LE E tb tr t1) / / J /. f _ - : 6 7f4 6 1/4 8 t/4 8,t/4 -: -. - a.(OUTr.«f - I. tj4 Ia 1J4: £ 1 j4 6 1/4 _ - _ 6 t 4. a 7!4 5 (Batt. oVERIAP orro a AMO WOOD :Rf;Mc 5 Ma.. + .. T`x ?FANPEO COHCREIE, GTXF,CREiE tHr1iHT#D : t +-{^� t , OPENING wiO"N �, �t4CX /XR 2"4t" WOOa FRAME I (0„}'4. .v.`+ \ ',.x�F"x. ^"iii `. , ,, : . Mmum r 4f 'c�,4v. ,, .. �,s, I �'.�` t T3/a'tia. 4.. A 7XfB:.E ii a - x- {�j� p r fANDYt#d PANEL "'. a ( a"-""4y . j 1 `""�"'�,''' } 1 r' N1' wf AMDHaRCO Fw4NT k SEE a t II FOR s Twc z SPAcm �i� OWAUA1a KIM WOOD "I" t�Ti[ wm A.&D. LOAD MAXIM PAtIEL XIED, DESIGN LOW VAIGES'4.r,... WE S W I t FOR ANCHORS i7PE R SPACING " #W A(ALttAIRMS MIO *000 FRAME MALD"MC. LENGTH •'w-...-1' I' --REAR FIAT FLANK PATAUEL TD. a MNDt1XM AFEtlHGR SA:M1MMi5. AND MINIMUM EDGE D'aTANCE ARE 7NaICAT£D DR 7T SCEe71a1.L. FOR E O.. I WALL (Ho" cut EYA PANEL) LM TIM NOCATIM, M SCHEDIAE REDUCE ANCHOR SIA1CIN0 BY Mik::tPf.i 6nM " SHONN ON X - B O , DISTANCE "` I_1RAni SCHEOR,E BY THE fmLowwo FACTOR`. FOR TH45 OPERATION Ia eE PoS"IL #}YXICED .SMAG 40 PSF DR LESS 6'- ' • MNEMIW ANCHOR SPMLUG6 AM1 MNNULI TD4E agTANCE'ARE Ri6AC,itEO aK IFUS $CHEbULE $ Ea 1,11Q THAN iM11L"17Etr D{ SC4RS7ULF. 1XEa7:DF_ AA14740R 3PaE$N0 e1 MNIiWLIllifi SMGNG SNC441i ON 40 PSF OR LESS $•-B` m.s4. �g�+,ae��__. I .) OBt/ D USING FACTOR SHALL NOT BE LESS 1" TANAIUM SRVM rNomm I'm EACH ANCHOR TYPE Stmmu BY DIE FOLLOW" FACTORS MR t148 OPERATION TO or P0sm", REDUCED SIACIN; I i, ``^ eE:. 1 1.. I > 40 PSF TO 50 PSF 6'-2` at trig s4HEniAL t 4•, t P� i/."i t f4"a 1/iy t j41r. _ 3' �tD PSF i00 PSf S'-2" aBrrNiQU uSD� rACI00 swu. NOT 6T 7Mw 1uNaD1MACwNe aa1KNm FOR EAC+9 ARCIroR 7''PE4N SIRS s1:SING FAN �•- «,�-..`.N {, //''�� ' k,!\ Aft.T(pE, / _-*___-_�.._.� .-- - - > 50 PSF TO $O PSF 5'-10` r/t+._ sly, tdtir4"r._. tfi^e ff4'. > 50 PSF TO 60 PSF S'-10'.. `-• f , ♦ t4 u facR Ar11,rfMl Mlfy SASE V.PLAN ] T,Rcon BRD-96r SVMG-NMN GW-M - AiRiR TYPE _•. ,�----- _ _..-._ _._Y t_ "__ f _ _\*, 1 wmr`ma0,lw.a r i �a:°"�p(A. Tt( fr," n PciE TwOm mut-3Ei 2AM0C-NAEm aMK`k j' \ a imp vp 'S; .,•.. Lf� A SCALE T/4"ffit' MINIMUM ANNXroR =,pACNrk (i,,) s 3 s 3 a Y{r a i/z A MAX, PANEL LENGti:(S AR€ OTt YAL1D FOR INSTALLATIONS AmIl A ANDHpR �At tti (hc} x x a 3 s Ifr 2 ,/z A MAXC PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS �E \._./ -*rat 1, - ✓�' VALID FOR DIRECT MOUNT INSTALLATION ONLY 4 p,.3 3 a 1/Y s x a ijr x W/ SOLID 5€T ANCHORS & Wf SPACER AT 12 1 fY O.C. tq f f " �:' ,NCEM,;'',�' S raME51uA4mce - ITNHr111fNfi AaR*aM1maE O-) _3 - - - f31 - 3' 3 31/r s 00nt14A1n1NNA - / SOLID SET ANCHORS & W "SPACER AT 12 t 2 O.C. CERTIFIED PANEL ,NSTAILAT.0)1 AT YtALtS Wf MTANR(EA.) :eaa1 P1 3 3 t/2' 3 t12- x to 3 Vr 4 ' �. •/ F+i/y iwmmv,Ibin, 0. $ , rt2" 3 t1r 3 ,/2 a s/2• a - , TI No.441 ? SURFACE LEVEL VARIATIONS.Wn-AW 3/4" At'f1211,t y61BINDE FACiDR: i' j[1 °e`""�ff°3 ASP Wl'a1•,� Li? - r Q1- . T EXIE Isar $ '\jGEN . ✓ i *; * * o FLC)RTDA BLEEDING CODE (Nan Hi h YebcNy Hurricane Zons ___,-N� ijr_______ 0� - - ,��-, _�_'.,....._ y� '` -�A '« $ _ FLPRIDA BUILDING CODE Non High Velocity HUrrleone Zone I Yam, D a,_ - h1___._______J_ FACTOR _ '•;? f FLORIDA BUILDING CODE (Hon Mi h Velocity Nurricans Zan*) --- _ -_ 4 r': s *am III= III. - F:F, I ve as .. D.54. _. __ ._ - - .. -Sa , c : S a4LWD TAT�a... W_ fl. __..._....-.._.... +.-.-____ it3,� O,aO— . - a5a _,_ 4QVlD TILiFF1V. MC I.P. CEASE E :PLAN ! -CASE F (PLAN) gf . 24 GAG€ GALVANIZED STE€6 STORM PANEL - - - s 2i -CAGE GALVANIZED ST€€L 5(oRtt PAN€L ,- ._,a--- _--- :w" aa3 - 44T - otmnB--_ _ - - 0.44161 's 24 GAGE GALVANIZED STEEL STORM PANEL oRI4a a SCALE 1'4'=I' SCALE; i 4"mT- ''-��' x�(} li)¢` ' ��tr' OR4iHNTa r SAD o.1a _ _.__ _ _ - d / R g __.__ _i-i_-*'` i 3' _ --I- i$*: * :Ste :rr�...._..>.: _- __ _......,:DD_-'#,� -'-:. *t/27/20E_._.. ._ _._ ,t C..,__ ^..�T ---- % Sf C.', .,•••'.. 1Ck -., - tj2DPD 3.1JY 1.P0 iW - Nm 1m * �y'"• * C'�.,f D7JIMILIw p1(E•.. ,Q. ,- -, TE P ,Y, -J1 GLOBAL PROTECTION PRODUCTS, LLC. TE 4 LIE. ��QtiEc. - ­:> Lit. Es2M6. GLOBAL PROTECTION[ PRODUCTS, LEG.. STATEq ElL1GiiENe_ GLOBAL PRU CTf4N PRODUCTS, LLB arE, IPfI+N a -„.... NW0 S.W. Sr smEE1 +ti SPA1:tNGS. ONLY VALID WH€N SPACER IS USED. SEE �(1 FOR MAX. A.S.q. + . * t 6: 4Bpp s.v, st Bilrt l *+ SPACINGS ONLY VAUD WHEN SPACER i !S USED, M T t FOR MAX. A.S.D. - N7 •.:41' to .•' rSSYNn: _ _.- ao 4N 41D - 159 3t. 1 •a { 'I ki, - R ffKXnC>EglK..* MMPA:7 DWM r4 3MIi ( 'sue `'•, () g «* 'R•p °'B4 ef€... -:s,,: tN, 5W. arf*as. wi'a9aA .. 11:w: Tlp Fl. e«..nI. MZM. ayRpA n N LOADS & tA4X. PANEL. LENGTHS WHEN SPACER iS USEII. '' '=' iii �' , ' O.K. FL =14. 2D-478 DESIGN LOADS & MA)(, PANEL: LENGTHS WHEN SPAC€:tY : IS USED. 7i• +`�' •, /`pR(Q .� r:a .sen: a_ e4.?fa waw mu■a n sl,e. nib, a.. 7ast4 20-T75 IT S` t M : a141 Nrro,w . hm., TIDa mF-:iaP1 PHONE: (Da4)-76AA,: FAX IB54)aD-a7Ra �O^' 175 I9L. ICI 'may. e,- '.»,.«,.,,. '1, ,yyfpq// -: : StR9 Net=IaD , rr . qMf 6.-. Mae oulaft-75Aa FAX. eGb AIM-;t9> (� .. �fi <.. j p.n.. • iN*i ra,.,a1b . rtr , aD0 m.,i1, -w- i%4 -,Sv, F4. (W)■A-am '•ate,-000,10 ra: A. R4Awr.n4 .wN:.+ rwRRM4: .Y D WAW Nb, '-fja• N... p ,e ak-Om f14 N.•w. rtw. «R .n}'r asb,aH�e acY . 6RiWtNO Na: •fA 1�FNIF r� Yi1A.^/4AYE CA-ODOB7fa � �"'�" -'N '�' t+,u! weM"kua,:. +� :.,,. vs ORAIWIO Mh:. P.E SEN/S6DHVii {tM$ WATER A 7SSff V P.E. t 4A Yt«.I«F A - WATER A 4, P.E, f.,.a INIBA4 *% A TAUT dh: PE 4.. SNr3T 6 # 1A NtMTFM III 4i 51NCf a OF is L fL ,41 7 , a5: t7+W . SHILT YD Df le.411 MMIMUM A,%D, DESIGN PRESSURE WING (p.s.f.) AND CORRESEODINQ MAXIMUM ANCHOR SPAIGING (VALID ONLY FOR PANEL(I)INSTALLATIONS AS PER ALTERNATIVES tW THRU 4W, ON SHEETS B- & 7) MAX. A.S.D, DESIGN PRESSURE RATING (p.f.9.) MAXIMUM ANCHORS SPACING FOR EA. - AS SHOWN ON SHEETS 6 ?& 7 APPLWAS E * 10 C�fBINAt1CN1 OF THEM MAXIMUM PANEL t� 00 TAPCON LAG SCREW PANELMATE FEMALE D PANELMATE PLUS mot) gUS 13" 13, 13' 13` IT - - lw (Iota) 1 ' 3 i3` 13' t ' 3 I }" 1w Bottom (Bottom) 6 1/2- 6 1/2 6 1/2- 6 1/2' 6 I/2' W (TOP) - - 6 1/4- 121/2° a t/4T 2W(BOIT.•) W-61 _ H' _ 8'­ �, _8 __. `e� _ (TOP) 11 A 14____ I3" - -13 -is, ,3" (TOP) +4 -45 5 OR Las 1]" 73" — - � 1}. -- J - f3` 4 W (BOTTOM) I3'4� 1_3`__ 13_ 13' S 1f' 2 W (TOP) 13' 33• Is, a' - IOU (BOFrWA,) -_ 6 TJ2'_ 6 1/2" 6 1/2' _13' 6 1/2' 6 1J2" w (TOP) _ e 7 4' f 1 tom- 2 2 ✓ a 0. ` J ( Mitt." ) - W-0- 10 4 I/2' 4" -'- 6 1/2" 6 1/2- -_ (YIP) W-4- •.�_ A i✓2 7" _ �-yam 3W 80Tf0 ( M} -:-'�.-.tf2' 0.2 ✓ si2`-' ✓ .. 1 x z F.) 13r __-. 13" _ _ __.. 13`,_ 13• a f2 41Y (BOTTOM) 4 SEE TABLE f1 FOR. MAX. A.S.D. DESIGN LOADS & MAX. PANEL. LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY MALTERNATE 2W ON SHEET 6 MAX. A,S,D. PIES NG (D ) MAi2MUM ANCHORS SPACING FOR E.D.. AS.. SHORAN O1 SHEETS B 6 7 REX MWMUM PANEL !E(.LLG')nl TAPCON LAG SCREW FLVAUE TE PANIEELMA.TE WOOD BUSHINGtms IT is' t3' 13" 13" 1N (TOP) i3' r 3 , Y iW 112DTT0M ) 6 1/2' 6 112' 6 1/2' a 1/2' 6 1f2' FIN (TOT) - 6 7/4' 12 1/2' 5 1/4- 2W (B4TT.•) 5'1-0' ,,, _ T 7 1/2' _: 8' - ,-a' .-- _ 3W (WP7 S11 --ESS 7 i 2' / - 8' - a' 8` 3W (BOTTOM) (BO ) 13` T ' 3 1 3 --- - 13• _ 13' _ _ w (w) +45 -45 T 0 +75, -73 IJ- 73- _ __ r 3" _ 73" '� i3` 4W wmam t ) T3' 13' 13" 18" lw aF) 13' 13• 13` _1 9u a.Ile tw twffom) a 1 ✓ Y /2 6 7 ' / a t 2• / 6 i. ` /2 e. I d :Y 2w (IDO) 6 i:2 / 2 T 2' 1 d @ Ile d 2W Gatti ( ) A 5'-0- _ $ ;- ,_-.._ 5` - 5" $ ? 1/2"- - a` 7 I j2"~ a" _. 3w (TOP} _ 3W (IgTTOM). ,TO - 7'-5' Is V _ t2 t3• t3` s 1 2' f iw Ems') , TMAX.AS. D . DESIGN LOADS & P L€wrtis WHEN SPACER 0 IS •SEE ABLE i FOR MAk A.S.D. DES MAX, PANEL. USED, CORRESPONDING :ONLY TO ALTERNATE 2W ON SHEET 6 TAB /i A AS.D, DESIGN LOAD MAti UNI iWK LENGTR 40 PSF OR LESS W-B` > 40 PSF TO 50 PSF 6'-2" > 50 :PSF TO 60 PSF - 5`-10" A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS & W/ 9 SPNji(MUi-4*q.12 1/2' D.C, INTO PQURE,O CONCRETE OR CONCRETE BLOCK STRUCTURES Ile* TAPCON ��XXNT��7T1ING POURED -CONCRETE 1/4'f TWCW , _ ;lGSTINQ POURED ANCHOR 4F D 0C OR / .. CONCRETE BLOC( RECURED. ANCHOR O 8' O.C. CONCRETE OR {{ CONCRETE BLOCK F t#QUtNEO• N f 2-I ----" I 4 iI �µ ._._..r i" AfDx. +..' " �` ( , _ i t+ANO. ETNCTH LION I- ern R•-SEPAM'tWw r Salt T2) S TO CIA55 R i I s c'XWRQ NPt)ttpEO Eb ) ;: GONCREIE OR 1 I„ _ 1 ��--••cr C4NiE0 l BLOCP J� j, S.. . 2,- � ,L, 42 I/r OG ,c'I If4"* PANELMATE PI,ifS ANCHOR O t2 i/2 O.0 SEE wdrm 13 & IS FOR ANCWARS rfk & SPMYNO FOR NSTNIAOWS Nr0 *SLOB FRAME MN" ANCHOR SPADN05 AM NAI MW ED'?E: •DISTANCE ARE DINCAIED ON THIS SCWOULE. FOR F-0 LESS TIMM RROCATED OR SCHEDURE If DUCE' ANCHat Sp*0A , BY MULTBILm SPACING SHOWN ON SCHEDML BY THE iDI1DY1w14 FAC10R8. FOR IFS opo A"N Mto MSM-F RMUCED SPACING a@(AMED USING FACTOR SMALL NOT BE LESS RO THAN M*MAW SPAGNOPOITED FOR EACH ANCHOR TYPE ON THIS SCHICUu - !/A•e I/A•r NEW 1Wt6. upm Wig. IOWIAL 1.4040% v"m 01) 3 3 -MWUWMW4 cenalda a1. 3 3 Ea.eaw SIM, (ii) t 3 1/2 -A'W"'al NOVENA im 11 : ow RDWR 111 D!5 _' --. ? One .m 3,1e»_.._--.. a'�aSTNG POURED CONCRETE CORK m eL9CR Arau sA L MOUNTINGS Sake 3/0-1- SEW At TiLa�IEw I -' iAA. 5- P94L1 LENGTH (SU ELEVATION 14 ", _ ,_ t ON SHEET 12) 6' @ft-fm) FLORIDA BUILDING CODE (Non Hiah Velocity Hurricane ___ __ _._...-_.._.________. _,ANCIfORS (SEE SECTIONS & A_TE784ATNE5 ON SWEETS 13. 14, 1$ 616)- ___.___. }' Mx. 13, 3 MAX. , . . t AD.m.,�, -fA/1S, R-20/15, R-3AW/16, R-18W/115" R-211W/15, R-30W/16. ,!!Mc 0 0 0 0 0 Q `.1 0 _. �I '._-� ! _. ___T___ 1---___,.___ �........w.t.-....n...s.._...:-_:-r- _...y1! r.. E ..,_.,„>i j - 6 � v � i t I 61 { I 1 � Ii. P 4 i 'I i 1. I s= i k 7 I I $ �i 2 �ir'` 1 1 P �. f-. LJ - I :! - I , I : { :: 1 I s , _. T/4"s-20.1*'S.S. BENS IN I i ., i "V , - I - (USE FOR PAWN_ LENOTht �!.., i E MAX. 1 t) I OVER 7'-6") { R } • S( ':I PANit. LENG"rt REGULAR STORM PANEL , i REGULAR STORM PANEL " S i 8'-8' O +40,0, -i4.0 InsA• _ . - ! - - I IW/ OVET*AP " PANEL LENGTH BOLD ,I - .; ; ; LIFE SAFETY STORM PANEL ) : T'-6' O USDA, -Si;O P-.•T. • 1:. • ? :`- i :' (W/O oVERiAP #AID PANEL LENGM &7L7} ... _ _.. -c. _. ._. I .. __ .__ __. .- -_. _._ _ __� -r s , . ._.I ..-. _ ._.. A :!' -- A -. ( IJ$ 2'-@•. ARM. PANEL LEAX:Tit t ._ : _: I ,. r ... , -... AT ALL iWUIfwFG4 _ 1 k 5 BOLTS jij .:�L.. ) T F OV ERLAP VERIAP j I I L­ _.,_­___­ 6 7 ,. - ... _.,kT ., _,:_.W_.. _ � _ L' ( i - I _ _., _ .._. _ _,_ .._ _ _, ,,.,... ,,_ f_ I , .. .... , ; a r i If-.__._._ :_ �_..._... -e-. .- i61 - AT - - 1 ,)... 2. NOTCHES 5'f43t(--.; s , 77CA UFE "l8 naN o sAFETF' ` , i : I I t HERS 0 :.. , A P. NEL BOTTOM CiM dry +*� �... -�'- '.iq�f--i_.. � : ,: ,,...._------ - . --. 04) : WING NUT At � - E- �RIGHT PANEL 3' [;. t INSTALLATIONS ONLY VALID FOR WIND ; I' ARM. R-to/13, R-2A%i3, R-3A/14, R-18/t3, R-2B/13. R-38/14. T` Met ` SPEED UP TO 170 M.p.h. R-LAW/i3, R-'2AW/15, R-3AW/18. R-i8W/t5, R-2BWj15, R-3BW/7B. I —.---- .-. -------- ._..__.-.-: _ ,.___ _ . —ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, I4. 15 &Is).--.. -..-_..- ..____ ___ ___ 1/4 MAIL. C.V LIFE SAFETY STORM PANELELYA7IQbl {) " 2, f6T' SCALE ' f4"`t "0 REGULAt REGULAR - ` STORM PANEL (A 0 ;1 lm- a VNI.m STORM PANEL _. - ... 4.NyN,HtNNNA.F 1j4• i R1.6G.• fAA,,i wMNi. OAP' t N_ -^ -. _ __ ____ _. _._- � �r _ , III_ __-,_M_,�_A "I Z ' LIFE SAFETY PANEL a "o ; ' ,* S FLORIDA BUILDING CODE Nan Higgh YlocRy Hurricane Zone EXTERINf'Fyt(,±ti#ODE Sdk�r "°ta7EE0 a 24 GAGE' GALVANIZED STEEL 57pRlt PANEL DAMW'W i2f , ✓ ...,...G� �' _..._.__ III. �C0I14c. GLOBAL PROTECT Pr t)Cr�, LEG« 47fD-m SECTION A -A — - Tate ,aCO S.W. B1 SRei4 nLuµTr tv. M:. Ak D1A IwDIP1 ifwOa. R 1. MxL R =I4 2D"'t 75 SCALE 1/41-1 ` 'r''a Ipm . 186g6-,m ...., 0DN Q1-tID> P9Or1E: (a54)A 1-754a. FAX: M31XAw-NM 6 eDn-,a w w4A,g Alp: �- t�tl[3ct5 PE 5€4{JSOMTLfifaQE WNRTt A 1, a.E 3,=1 2 W IS INUALLATION1 Ij�TO t�VtC3ii STRUCTURES m. .. t - . _• •__' ,k'000 HEAaER 'r - .­1 j: ..'OUSTED HFi1DER. WaFia HEADER =: ,-_._-_ °•,,. WOQO HEADER •.- - - - -_ --R1:aWRED - 1 REnLIRED II Y+EOG?RED # TiEoum > if4'f 7APCON r ,t eji'f TAPCON 1 11 .µ 1 4'f TApaON / 4'f TAPCOf 1, IT I - ANCHOR a 9' O.C. � `. 1 J , ANCHOR O S' a.C, f J (� NOR O e' a.C_. a 1 . O e' O.C. { h Ii iii t. t .! 1( 7/2' ,.if4' N - if2^ 1/4. } 7f2• i i:llif4" N I/2' �. 11/4' i MAX. MiXP ,' Y t i I 2 '•: }• 1 i. 2" 1 '"..i 2` (s}I I 1 ', Ii ' i• � Min i ( • MM :, Ip ' i Min: ', 11 t r MTh. 11 (I' E I I ._ ? =K Fr, ,. :: _jffj -0 4 R I i a �p� ..l 11/.-+ mr '. d IX j II4'r-aaA,` ! p j Tj4',-2oRt«. 'V`:=. ,.?:-.i,..._:..:FxarERe v7' kSa.. R , 5 " 5dc mltst w'. £ I ,. k �. , 'Ss. a•A.ts a+ _ f F _ . AT EA BD,.Ni BDtR w to CLASS Ni i EX .. 4 I �. C#ASS`X ( L , . N. eA EJ,i4RTl II i �.: _ _� ; ^, __ 9eE faN ltRFl s 4RhSEM1;?ii*';B 1 ._. t -.._ n _. _ - :: -oNI: .",_. s Ge PYR? ... S OLA551Niw.'ll T . .,. _. - T LtMTN 1I •''. - ... .. a R b». I MNDN oA7f 7.a'IX j` N I °L` Miak.. Oaf i ? 1t s% ) ±," AAYi, .____._jA...-_ PANE(. LENGTH -. _..u._...T_._„ 6« ANEL LENGTH !I . .:_-7._-. R .. ..._..__-. .. !._,. .._ a_ 8, T {t , (SEE EILEVANmN R y "EL MIN. a F, I ($EE EiEVAnLT4N R I f PANEL. VJIGTH A + 1 .✓ 1 '(j PANEL LENGTH 8 I ON .SHEET 12): 1 - I .. ON SHPM 12) LLE ._.__ _,.„�.. __�_� _A _.9 (SEE E?iYATIOt! It _. _... T, _...__. _i _ -.-.:-. -- ---�. --"+T (SEE F,LEVAfl(&i ®. -4A -- 1 II ON SHEET T2) It N :. R -.., _. f ...t i i . ON SHEET t2) 8 f 1 - _ L _,_..�__J R i Min. 4"' i.J n, _„ __ _3-.. ' 1 __ R I. 1 - -. '-._ -,.--r__-i : e"-_'_'�PAR ll--- 1 ; __ .___Jk -NNE :', �••-- 'NAGi."I'll I L'l TJ2 Efl PAN ETit)N---- i .. (a) M4 TO Gtd55. i 4 , � 0 7' XAN.. i "E -lam -,. N . p� 1 I 11 ! R fi0 4LASS j 6• p•-{ u 1 L/2 H4 TO OATS , ( b` _ 6- (- _. �. �.: ,.r 1 w121/r' ! I ,.. y- ;-r•', _zv,•. �7� w.. _ i 5 I i ' I E4... -. , -_4 - .{` :: . aC {. EEL --z._. ., " .. , aG V E0. - -.._ ..-' __ - - _ _--- 1 .. . _:. , .. ,.___ :_._ I , t�i T . , -, -- .____,___1____.. _ . _._..F kt6i ,.11 i .._3 -E *S. Elf . ... ' _ 4 I �. ; I It - 2'x4' o. i t` o2 ,. 1 ac i TJ2` TwN[ 4' 1, ' ({��``ti ..a, ,, -.C4) l i, 13: I ... I�. -.4�:J t III ,,T1 i ,I PEaTE r :! 4wlawA ,w t�..✓✓ !, _I I.e w 2 a, RE. i : x fs. k . } 0¢O REEL I i 1 Y4" T t 1 '4"; T ON 1 4"R T ` t {( ,,,.: i . ` - , 1 L , _,„ 1 A0 f I. APCOEI 2',A4° ;, `I' "'"✓ANCHOR " 'i•". ' I k. r"{ ANCHOR 8 BOU" tl:C. ' •IANCHOR 0 9` O.G. m 9' O.0 PLATE ` -0 TAPCON STA09,•ERED:Wf SILO "'1 STAAGCREO WJ STtm `t , 1 RECUIRL`D _ i t M . r.AE WOOD ..�.. ; I i "" WI4a0 t _ , �, ,] I:,, 1 ,,, (' i ; '`az..._..._ ,1 ., , _„ . - „9.. r ,+.., I" ,,. °yy 6 i , REQUIRED , .-. .. ,f_ I.' REOUIRE0 1¢ 1 _ Afi�ER�LT�"1£R ?�+1 Al H ALTERNATIVE R-1 �►F01 O, O LIFE SAFETY RAVEL La PANELS 0llf£ SAFELY PANEL WALL tAOUNTtNGS WALL Moinflu GS xxE J/e.r � A � $� sr«vf 3fe>, 1y ., .(� -. :;HENS . - i FLORIDA BUILDING CODE (Non High VelocityHMrF(eone. Zone) , IA fNG - FJ. Fg07D lE9b. 441$ 7 2 4 DACE GALVANIZED STEEL STORM PANEL. T. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN 0• = t °" PRESSURE RATINGS (ps,f) AND PANEL LENGTHS AS * ; * . * s "'-.. "J PER ELEVATION ON S14ECT 12, •� STATED ,; -_ ,. IL IrC Ewr. GLOBAL PROTECTION PRODUDiS, L!C< WL- 2. FOR NEW WOOD FRAME CONSTRUCTION:. WOOD. , " ,ANY 48M S.W. 31 BtI�T „ F w'- o MEMENERS. TO BE SOUTHERN PINE Na 2 W SPECIFIC: ' •, TORCa i3O° i? ,Y.A::a, x » wPmA:+rR*w+A a a114A Mul, n, 3x32f - 0-i 7 ✓ 2 Nei` S ... , sue,,, ;,.n . : T+ e s v rosflmm »±a FAIL CSs+ e-- OENSTtY OF O,frS OR EQUAL +-«+ --...-,_,_._.-__ C+i-aO06719 fxr RMr 41e .. xw,n.» Aaa FIRIATnNC K4; `FRNNNNMI kit —_1DA L INTER Aam, TILL✓- U+,: P$'. wr' Ya.1a 4 A sqm to O iii 1/4`f TAP€ ANCHOR C E.DA I POURED 1/4-0 TAR 8 ANCHOR 0 I `L` MOM. PANEL LENGTH (SEE ELEVATION SHEET 12) -40 F �"� ,/4-f TAPCON ANCHOR O 9' O.C. EXISTING POURED CONCRETE OR __ . CONCRETE BLOCK REO'JIREO. $.EI,fTiON R-7A * REGULAR PANELS WALL iAt3URI 3/$,-A". INSTALLATION 2EIAILS FOR LIFE SAFETY PANEL I INTO POURED CONCRETE OR -CONCRETE BLOCK aTRUCTURES _F.ITISITNG POURED 1 OCR J CCANCREfE aiOGK F ,•, RE1,RIIR€0,. rJ. .d . _1 L 1 MAX. J. t _.. pAN=1 LE11O314 I 5Ef ELEVATION '' ON SHEET 12 3 ) 1 d I .. .,. _._ ..T......� , i 9 Yy 1.' a 1 �.arr 1 8' w l . E D r. ' I E ) C /"� rl. i i Ire i to 12 t1r a& f _ //4"a TAPCON - ANCHOR O it D.C. EXISTING POURED CONCRETE OR -_LONCRETE BLOCK RED: 2 kffSECTION R-tB i SAFELY PANEL SEE SHEETS TO & IS MR A444M A MOON R ym I f ra TYPE A POR INVAIIAYIONS NTD -_wn w.. NWMIwh mawte w 3 MDAt'd1Wom 1 mm BPM'IPkXS AND MNNuM , 1'-Cw MAWNNRA. •bewfM (R13 wrt #.I 04 3 ma p?51Xa" ARE TED ON THIS SCHEDULE. VOW E.D. LESS THAN INDICATED an SC40MU Z R€ txg ANCHOR SPACING s Al{pc ME OVIINIS - fxm 6Y 4Sa,T;PLY114; SPACING SHDWN ON SCHEDULC BY THE FQUMNG FACTORS Psi IIRS OPERATION TO BE POSSIBLE, RCB1iCE0 SPACING MANNED USN4 FADAH CTOR SHALL NOT Be LESS THAN '-___ t If2 :. -_. 2 ,IV a33 - .,....... 1APIANNM FACING INDICATED FOR EACH . ZING THIS. SCHEDULE S __..-. ..___._._..__ ] '/3• ii Dm __ : _.__- - EXISTING POURED CONCRETE OR ` �NN CONCRETE 9=k RECLINED 0 GUIW FEELS WALL Moufflugs 1Nn{Itew._ SCALE 3/8-1' 1/4.0 TAPE ANCHOR .11 } >� ( . _ I EQ• i-, ! i11 !' / f T I I -( j ' R I i I I ", Fv-11 TO CLASS ,/feTRI' CLASS a `- . .. ,:- iNAta w 4 1 a }, -. I I " I MAf R t {{ 1' MAX 5 f:_ 9 1 LEWIG'tli _, .-- PAN ITN R fi EL E AIO ELEVATION A 11YA n I (SEE ELEVATION i SHEET /1) p -1-- E _ ...._{ ....1 ON SHEET 12) e I It a._ _P ) ..,( ,f /'°�� 9 I 41" i { a + I 4 , f , ED r b '+ � 3, I i i f . I }, r. 1 .t (QI ,.,_ .., It __a -{/4-i TAPCON ANCHOR 0 4' O.C. EX4STING POURED CONCRETE OR _-OCINCRrIE BLOCK RECURRED. 0 U s r NeL ►NSTAL IJON DETAILS FOB Li 1 INTO WOOD STRUCTURES I r ill . 7I L t (-0011RED ER _' I ,,,R ODE. FINDER 1 T 4°0 TAPCON 1 4"f TAPCON C B' O.C. �'', HOR • 8' O.C. iF , p ( I Y j t 7 2' 2` t I ,1 I�E-..__.. 11. {'' itAwc / `=,47 -IO .. mr ;Try S ii Y : � k il { r F�----t I �rr••7----,,� 1 .f ...I AA 1 >,D D I j 5.3, BDFS I #_ • ,: Eft bcr a'. _.. :. i..... j .. ,,, I , ,; At EA 4s GLASS B.a:Ri N t ,�,, MASS 1 1 MAX, 1 I -I., MAN. ,. 1 1 "L' N�V. 1._I _ .._PANEL LENGTH ? R I--. PANEt 4RNGTH li-�__...._.,-- 11 i._..._ (SEE aEVATON R ( t (SEE ELEVATION a ON SHEET 12) f _.- 4...-._,�,-.__._. ____...._ _. ON SHEET 1 I 1 1' ME. i T _3 _ uA-_.�._._ 4•-•-=Sr pARAiICN- ; _ I II I' iwn. 1 cu a 1 � *—SEPARATION �. I R 1 it 10 GLASS. - 11 ,4 _ _.I` III �-- €'}' I o ip t,r DC E0. Lf; 1 a u Njt of I f �1 1 scc, >I 9.w �` Xr {. I 2`s4' D i t o.. ri 2-x4• WOO(,_. I I Waf)., _ q I P: PLiTE #A I �, i It UIRED 1 x , ..i47/4 f. PANEAMATE PLUS 1 k . li ". 1.jA`f PANEl.A1ATE PLUS `"1I - .14iNOR O 12 1/2' O.C. ANCHOR 0 12 id2" O.O. ALT£RNfy R-3A1(F ),jEFtNAf1YE R-313W O REGULAR PANELS N. TI' NUT" III NANfF r „ �LJt 4� WALL MIND= ���........ SALE 3/8„1° GEN ✓q s "� I I ? , a. 44167 . I FLORIDA BUILDING CODE (Non High VelocityHurricane Zone), uX+Nnac _ * • * D2D10 ILTEC'a. W. F.R. ' 24 GA GALVANIZED STEEL STORM PANE I. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D, ' -O ••. STATE DF I@ a G€ ANfZ€O E(' L d m: DESIGN PRESSURE. RATINGS (p,*,E) AND PANEL '+..Q,N,+' ,FLpR 'I'�"-� E fY. C. �r O INC.LOBIIIL PROTECTION PRQifUGrS.. U.C. DALE, LENGTHS PER ELEVATION SHEET W yir S`••.•A••''I.�1 No tx4olN,zcRtNO CAMP mov 5w.III StKw fpNRL T a FOR NEW WOOD FRAME cONsrnucrlDN; WDD4i , i F7 l7314 pE6X •T, - , Fn : QOEi _ A, PHRfE: (RSA -7mall 3AE: (R64]�-*7ff MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC fNNi1NNNNNf4Ptr. qs "�""., "` �''"'°"' A"'®o-, n aIw 20-175 DENSITY OF 0.55 OR EQUAL '-"'0 wx., uR.,. Er, .... A DFMA o w. PE SSM^G N'•URFf E WAVER A 7R1F1 k. PE aR,i-ta R it"M Ia of % .. 1 }r O N N N Ca O -�-.W C� O� L_ N C Q m O -0 o- .0) V (1)cn E Z O O Q O O ��.{ /`V U.- O .0 C E.L �0 O ` V 47 . (n N � O O 1E u : 60 S.i � C/) _�., L. W (1) �(w^1) V ) > O U) CD_ a) U (no O nL_ Ri V im/�) ■ vi L. *..e..* Lu Q z z Q J CL SHEET N0. SH 1.4, . PI a .. .. .. .. .. I t : r�:"?'r._'-TT".!R"P'TTI ..tr'"Tj:'1'iPmr-^n'� ?1Tl'"_.R'-'r..,.--- --m sir- .'. 1.--�. 'I"Tr�_-.'71!TT"rA'eF(11':E7�■w ill % . --::,-- .en.»9,.,•I.,a :,.m«-::::«..^.mm�m,, ., -. :-,�,:_­,_.,,-:.. _ ,-.m...: ... L EZi/18, EZ1VV/18 ANCHORS _ SEE SECTION EZi & ALTERNATIVE` ..__ -. - ( ETaNATNE E2rW ON sHEEr ie) t Mln , NT '-{V ICSEF NOTE 2) tl t•W/o - jN07E . 2) %ii`xAAr�'ri [N O T ENO ALVMiNUU �� 'I""'�r "t`�- _ - - !'���` - -- PUP Rwr` 'k tAST PANELQT TO BE iNPE'ALLE7 AT EACH OPENING 5HA(.I_ ALWAYS BE I TO o o D I 67 7O ; i O ; G { O _ I' r------i PROVIDED W/ REM HANDLE TO FACILJTATE INSTAL.-A'ION WINTENDED n /2'II i T�fo 77 INSTALLED FROM INSIDE OE STRUCTURE. E iAT N 1 ,. , , ,... ,.T .• r - .-,- T T s I T Ck` L tl�- D.L.FICd%?�.t'L2 R# S{t ,. e Z HANG STORM PANEL. „+.,.TEM �(LN„i i'AN 'l i ! jj (INTEROR PANEL" fj (INTERIOR PAN (iNEfroR PA FL) (Elr'0 RAWEL} )! UAx- CONSISi1NG Of PANEL +Cunt 'TRACKS i.OR A, BOTTOM. .SEE NOTES 2, 3, 4 ¢ a. - { SEE NOTES 2 END PANELS: SJt k„-iV.TS 8E OONNEL7TED t0 6[iTi'OM TRMK { I i i') AL , s 1 4 P STOP SUCH I t3TniE'RwISE A xTf) E-AR aiiALL BE PNCyVbDEEI AT rr3r= 5Jf' .Lur+ ANC'iS. »t I 1� i,,..,,;� PANEL i614frH 47 j` +o D r..a.I.. C t t , I' �••.-•. t I - ,. ,. i i. l I'"t g ; TRAIN, CONN'CT10 TT T T N (3). IF ENO PANELS ARE CONNECTED O BOOM N y 1/ '• r I g I : S tak.T CONSIST Ch T P 2Gx, N" M S.. W 8'"Px '32" tY•Ns 9r3t D PANEL.: W,. t14r'-20"p'. + NUT 9R i/4"ae3/+ MI•Y THUMBSCREW INTO TAPPED BCJTIfIM 5.$ @GLIB W/@ o EA cV;.I{LrP - TRACK, LCCA?19N Qf" FASTENERS MAY BE AT EITHER OF TWO (SEE SECTON_ AS APPLICABLE) EMWOR rLA'T FLlV4G� OF END PANEL.. II I 1 .. I snx (; FIND a i' ). I'itACK4( NUSED OT VA� ..T .I,-.I....1 I i.. ... ,.-. --I ,_�... _, -`-T _--i - i .. A STt'N'PGAR IS ONLY TOP) AT LEAST TWO rr r 1: I T I i �. 1_. l ,-. - PANELS SHALL K CONNECTED TO 9OFIOM TRACK USING SPECS t-TTT`-"t`i-"Y�s-'•-"t`'7" i---li'-� T?L?_'-iI iNDiCATE9 ON NOTE. =3j A$•7i•E. IN SUCH :lisp, CONNECTION O: PANELS TG B'fC7M PN,>Wt NAY OCCUR AT ANY PANEL LOCATION. 1 a Y a SEE NCTF + ... 3 Max 3" Mtr.=.-. ' Iwn S£F r'nFE I- Mln t iNSTALLATIONS ONLY VALIG FOR WIP+D ',Or, - )-1 0, 3 NOTE ! SPEED U- 'C 170 rr,-P ri, _. f'>EE SEC E21 & Ai1ERNATNE EZiW aN _NEc is)..._ ..-..- _ .." EZI/t8 Ei1'4V/f 8 TYPICAL ELLYA110 FOR RIES 2000 E-Z HAN9STORM PANEL 1 ;' SC:AL F . 3 f32".--1 " 2.667-Dirk 01MAP -1 VA40 E VARY) is il+ unx. GAP f l .'> SECTION A -A „inl,JnN)Fr„/, SCALE: 3/32 ypt $�4'•-• EN ,_ '','i) r FLORIDA BUILDING CODE Non High Ill Hurricane Zone_ - 0. 44167 = o2o2a ruin. Nc. 24 GAGE GALVANIZED STEEL STORM PANEL rr3asa ir ; STATEa r I�C� t0 Ke �� GLOSSAL PROTECTION PRODUCTS. Ux. p 41 TESTI A ENgAFf 4 DOWPAHA` mic, 5 W' 5, sYN't" , O LORiD4 r?`"� m iro uwaw .?r m "Pit. IL IM ZO-TT5 RN Cs .r "w «„.. wA �a wioHt Aa uae"ra.a rnv: TPae eaN-eaa7 ','brl lr� "� FiL aDDET IP 4A? s k Mc s YAeNLb G'UMt:li m: 6+iN+hVgEfM+£ 'NAA'.RR £ v rYYt' A fNjn rr., P.i, SiIEET fr ar 14' HHilifli N( 1r-a;EEr-rING ENGINEERING EXPRESS PRODUCT EAVALUATiON REPORT September 15, 2020 ApPlicationNunitler, '3 Wit RZ EX Project Numbar 20.31543 Product ManulaCturer, All American Shutters and Glass Manufacturer Address. 1640 (Donna Roast VIEW Palm Beach, Ft_ 33409 Product Name 13 Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Reportim being issuedin accordance with the requirements of the Florida Department of Business and professional Regulation (Florida Building Commission) Rule Chapter 61 G20-3.005, F-A,C., for statewide acceptance per Method i (d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, to the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: . PRODUCTEVALUATtONOOCUMENTS FK drawing #20-31543 Olio! 24ga Galvanized Steel Storm Panels (HVHZ $ Non=HVHZ)", :sheets 1-5. prepared by Engineering Express, signer, $.sealed try Frank Bennarda P E. is an Integral part OMIS Evaluation Report- . TEST REPORTS Uniform static SUvctural performance has been tested in accordance with TAS-202 test standards per test reporl(s) #BT-ASG 17-001 by Stackwatel Testing, Inc. Large missile impact resistance and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 testsialdards per test report(s);MBT-ASG-17-001 by Btackwater Testing. Inc. . STRUCTURAL ENGINEERiNG CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative andfor rationot analysisto qualify the following design criteria' 1. Maximum Alk)il Spans 2, Minimum Allowable Sperm 3. Minimum Gloss Separation 4. Anchor Spacing 160 SW 12.11l AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396-9999 TERN 0 E NGINEERINGEXPRESE,COM EnGINEERINGExPRESS.CoM is EIvcWEERING paw' of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is not required for )nstailatkHm outside of wind zone 4 and essential facilities. Impact Resistance: Largo Impact Resistance has been demonstrated as evidenced in previously listed teat repott(s), and is accounted for in the engineering design of this product•. Wind Load Resistance This product has been designed to resist wind loads as Indicated In the span schodule(s) on the respective Product Evaluation Document (i,e engineering drawing). Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document lie engineering drawing), along with all components noted therein Product conponents shall be of the material specified in that product's respective Product Evaluation Document (Le. engineering drawing). Limitations & Conditions of Use: Use cifthis product shall be In strict accordance With the respective Product Evaluation Document O.e.. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material Wed In this product's respective anchor schedule, Haststructore conditions which are not accounted for Inihis product's respective anchor schedule shah be designed for on astte-specific basisby a.registered pTDfasstonat enginoor, All components which are permanently installed shall be protected against corrosion, contamination. and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Resperrd'ullt. $g } fU +,Kd^ � N 4: Y Frank Dentlardo, PE ENGINEERING EXPRESS':. *P 5046549 I Cent Auth, 9689 160 SW 121" AVENUE SUITE 106, DEER91ELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM OENGINEERINGEXPRESS.COM ENGiNEERINGE.xPRESs,COM x577 FriMq c -: c ,.,=Ev-Nrn:v _ .. n •^v L 7 '_ ,sF F IJ" a % t u txY Y Ile: Cx C+EH? I �i Ic"- 4G Pl r r. xf. r. ., lull+U +_I4v r e erUiu = ,ti - p N _ � : rrrcr�rc�i cr ,y a- 't: b Ulu S n r, '.w .tom, I )1 ri I-H� r 4w EL tl: 'm - H� I N. 8 ' 9 2 I' - NT- wL :r:a N 3 rs, I _ w an _ 1! Tbur-a W - rrl.:,, , t rxi•;'_ralr 1 lr S'fJ _ e i r a 1 ax 2 iv- W ° r 4 "f' s:. H r +. _ .u•Lv _rN 1'- H • w - ALA_RNAT-et11LCIDUY r nJ B F DUN rl, P1TRU5IgN3- i TF ED : TYP t H n 'F'f i- d FT'.fT •VI1P EI Y - p ITF- Y•: U h, CCRING1RggR NnUNi SCCt[,MI pd �p r• I d' q,gnNT F x.k� C::v-TI,A W rt r _ Dc D J, F IL 1 1Y.2 T V UT F 1'Llil l-tMf hil-yT-, , �,e L.Irv'. SL 1T � Z � •N'i RE k =?I TB ; C C f1xLCL-.' sr YY l xll V' 1411 •.n'TH^ _ s x�•t � � U .I,.L.IUV1 'tl J. If 'Y,Y ,r - 6Uf1T 9-CTIINJ M :rrtrl VS c u� +iwlV_ � ❑ LV:.,.urv. J.,A IWs,i: Il - w _ A_ Igi 6 --•' Z� rrrgNN Tr u [S}�NfrTTtw - _fP,'i "Pik YVL MAY VAI;'f ro Idl '�': PI EE I TIdR ,•.M^ 4 I of F I! a _ J r�l^I.+•. 14rIMT hl'IAr F} V+ IW , nL iV {:•' 1 :a =1- a!I r, t s' I I , rrA Nr�Ot ,L ChJS y[, CI allAtl la.l �t7: R N C GHe R - ECS.IE N E =EP �gD �F qJi. IJ..- - IEXAUaa NPYNEIRFMN( rE wi T ',_dt. RFx Hf k-nnXt_. 20-31543 y r�-;lima. Ta:F - ��';;r:• PAaeonawPnon• " r�GGnONALTgP/90TrOH CIDSURE O=TALL 151 L E'^fi C � 1 ,Ir,: q nv Tvn t'L T31 1 d:' f Ua :I'..i'1- TFxRII Y-FHHFFF - ,v�F l :'.'..L I L;II r'i1Y. t: '/Ittfflx rMlllNr S t:.ININ l J'"VP•E �•}'r' ISrvLxjnlRri,1 Mt NNI �H 11[1I1_ IN�ALLAT ON MIL_.fB SER 2pQQ E-Z HANG STORM PANEIW INTO u U r+ ' _,_�FxtSnNG POURED F CONCRETE OR J4'C TAPCON _ " CONCRETE BLOCK ANCHOR O 12- O.C. RFOUKLETt J14w1` HEX NE 7APCON HEX HEAD TENW TEIC f -.- - fi.; ANCHOR Y 12" D.C. SCREW O 4- FROM REOt11RED '�. SCREW O 4- FROM 7!;1/�q�y�)EDGE OF EDGE Of 1 I 1 i lY Aug " ` / { i . -M-2aM a" ",is W!I} P J • e r!4' Ric Y 5:5. Ban Awo 1/2.,421 FERPNEL ..W. - .,I I/2' Ay CA, rNttAAP IIi/ . li T"Min, IR-SEPARATION'. j. i Sf1B"® N I" Al L } ExJ5nN0 II TO OLA56. :, fxISTING -SEpAP,Pi)&)N....'.- r 3fi6'A { ALUMINUM POP TO GLASS. ALUMINUM POP GiJSS"'ll Cl'"-- RNEI I RNET II 1 .._. '� a I _ _ Mrat. I Max, SS. BIri15 W 1 t M FA - -H . _. -.. PANFl LENGTH _ ; R , _- .. .. i Su TSN _.I ..-....... ---,} PANEL LENGTH 4' B 11 ur Two OtAiS r i 't 1 ' p---sEPARAAT`AN- j THUMBSCREW see 'L' N 1 50; A TO CLASS. 1 0. R --THUMBSCREW OF 1" 0 1. : 1 f L i / R 1 A. T u'Pvrr. _ _ EA 1 .N l.•... /2 V 4'9 TAKON ANCHOR all d,C. 1/4'0 TAFCC#E,/ -:' IXISFING i+OURED 1 ` 2"x4" WOW ANCHOR d 12' D C f= ' 4'�tfCFCETE OR J7 "ItATE �„. CONCRETE BLOCK _ . _ . -. ,., ram,. � REWIRES WA 1 ►101;NTIN WALL 1iDU00 SECTION EZi AA,,1LUadimun = SCALE 3/8=T' SCALE 3/Est' �rykiinA irilNrrAMA J r '+ + F' ,EN FLORIDA BUILDING CODE Non High Y®trH:iT- 14U one Zone) NATFC. ' MIN. PANEL LENOTH - = '� D` rultxM+u. 24 GAGE GALVANIZED STEEL STORM PANEL SHALL B€ 2"-6" # _ DRAIN, ar. 1. INSTALLATION VA F R ION - 1.IARE ONLY LID 0 MAX. A.S.O. DESIGN PRESSURE RATING +/- 40.0 p.s.f. AND W-O" MAX LrT iE.O � wjw/z410 .. PANEL LENGTH- -� '1M �P Q INC GLOBAL PROTECTION PRODUCT'S, LLC. DACE ~'+ ✓� FI#)R1� ',,y,r2,-} Joao s.. sl s)xrsi .Y 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD , ram"'a A, arwR £RIHo zN MEMBERS TO BE SOUTHERN PINE Na 2, W/ SRECIFTC/ / A. A,mr. 9- s. m'Arma,Aeaar n :Alin aAvt, a, JFx114 tt 20-iT5 Yr 1 ` Pam++IAW}d.-$ rsr_{,,a}I 49z.tE31 fV: owR: (9&mJB9d1-XSf6, F!Y (R: I8g9-SRd Y\ " DENSITY OF 0.95 OR EQUAL, } AtFrl TA^& t+r P.e.w aww xrx. sa aR MnNa Ne. A, �4ANRE TAE ti YULILA A iJMpT so-:. ?'G. AtnEt ie PF is :. ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) TOP LMM (SPAN ABOVE STRUCTEGN). BOTTOM OUNT (CONN TY AS REQ'D) �B``TRUCTION (LOCATION MAY VARY} 70P MOUNT tGDNN TYPE AS REQ'Di BOTTOM MOUNT (CONN_/ (BRAN - W ) TYPE A5 REDO) OBSTRUCTION) FANFLS MAT aE Pk7TCHED{A5RE1�11RED; PRb$IMAY T)3A7 cal,4EC OPTIC, A_n-2DSTITCH RQLT5 WITH'WASHERED ylbN5410 ANCHORS ARE WEiD 4VHJLFH SATTSFY 1VERLAPS9FASTENED # SRANSAtiOV'.Et;. BELDV+9BS7Ft1lt'TION :': OVERLAP5'B MIDSPAN 0.PPRK)PRIATE'SPAN NTAQ TAT'. VERTICAL MOUNT ELEVATION / 2 NOTCHED PANELS 1 N T5, ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 2A GAUGE PANELS _ MINIMUM STORM PANkLSL-- R001 fROM GV5S L I VHd WIND 2aNF $ • : &ESSENTIAL FAG i i .E_i MAXIMUM E O >IGN 4LD W N6TALPYI W5LESS I / LIA M6-EATE R I RAURT•<1ANIIoN,i THAN Ae)NECKAOE THAN T➢A6OVrCRAVE i P5r t 1 / 1sOD Eb n t J6Fn l -33 3D t DIn _ fi06 in I 21b It I301irr GWIn kI et 54I a k.DUrn 606Ih 2T&ha t Sx ! lnb5rn 508,n 1 * 6T P ini?Ns I 609 n e <531r bIAAIV 5L.fi UULt NU I tS: t L ENTER SPAM SCHEDULES WITH NEGATIVE DESIGN 1040 $PANEL FASTENER SPACNG TO DETERMINE MAXIMUM ALLQWABI� STORM PANEL SPAN. SCHEDULE IS W USE ACCEPTABLE R U WITH C POSITIVE IDS LESS THAN ) EQUA L TONEGATIVE DESIGN LOADS. 2 "PANEL FASTENERS' ARE STUDS USED IN CONJUNCTIONALL M NN.) EKTR UStONS (-P-TRACK,STUDDED ANGLE. EC.). USE 52S"QC, PANEL FASTENER SPACING TABLE VALUES FOR P 'H"• ND "U" HADER(INCLUDING BUE 0 T ALL A 5 BUILD U too OI'1'IONS 1 3. LINEAR iNTEN PLIO BETWEEN LOAD S IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER. LOAD. I ENTER SPAN SCHEDULE WITH POSt'TlVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 21 SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD 3FOR- INSTALLATIONS T F V AN ESSENTIAL IfrSTRLLA (SNS OUTSIDE O THE H HZ AND OUTSIDE OF ESSE F M N THROUGH T PARR FACILITIES N AST. WIND ZONES 1 OUGH 3. ME G1A553E. SEPARATION t SCHEDULE 1S NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 75 REQUIRED. MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGN DESIGN NOTES: SCHWULES POSETIVEAND NEGATIVE DESIriN PRESSURES CALCULATED SEPARATEEENGiNEERp61N01hL ACCORDANCBE E WTMHH TTHE PER . dERMNINEE6SN 'COANCEI T7M'SCE 7rAPID:CHAP1El. i6DA O,F THE Fkb C+A BUILDING CODE SHALL BE.: LESS THAN OR UAL OTHEPOSTVE OR NEGATIVE DESIGN PREIURE C0ACITY VA UES LISTED: HEREIN FOP. ANY ASSEMBLY AS SHOWN. GENERAL NOTES: ]. THIS 9PECIFIC:ATION HAS BEEN DESIGNED AND SHALL BE FA BEEN USED IN THE ALL Be. RESPONSIBLE US DESIGN WHICH e. IgLL at REEQOUIRED NJ IS CONTAYJED .ALcuIATSaNS As I5NOTpPow e N. DIFFERENT FROFI ER OR RE4'[5TT:RE0 OR USE IN 4AXIMU M TESTED PER 'ALL MEGN A6 S EXf:FP AS ExP "- LY PROVIDED HEREIN OADDnTONAL EFMFICATToNSORAF CATIONS AREINTENDED 6. ALTERATTGNS RObIT1oN5 OR" TNER MARKINGS TO TMn9000MErrr RE NOT PCRFNITTED AN 0 INVALIDATE 7H1'a CERTIFICATION P. PANEL55HALLeE PERNANENTlY LABELEDWIrHAMINJMUMOF(1)LABEL =R EPA 3.0 FEEL; CONTAIN)MGTHE Fni;L0 ulIN INMRMATMN: ,gWWLLANERICATJ SRUTYERS AND¢ LASS TA-. 2a7 TAS�Lb2HOTA5203 FLORIDA PRODU-T-APPROVAL NUM DER VISIT ECALC IOdSlFi43 , $"'�' 1�:..11 MSRBiWN83LINCIXPR)ES GDMBM1ME . FaRALDRNNAL RANs, r+FFm;rs a �aowc� MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PAPJELS) TOP MOUNT i t3L e G. 'Y $ - g a ? g p rp a ga ds 3 Y "M He•xr Ir !r Q" 20" 2A° 2S Z 26' 0` 2d" 23" ' B.Ad.u1'U' Healer O" Q" 23P 24"- H 2 zx0a'u" sax, H a >r m T �' 24^ 2S U 2 4 tr zr 2r 2a• 3 d15a 9hb AMR, 23" 23" 23' t 30Y 31" 11" 3D' 23" 3a t i" 33" O ed BUik4N'• Tre -F ek 7A" 24P 24' �' 4a" 5r M9` E 24" AB- 03" 'i .oak 2S' 2 25' 3 1- � O1- 25- �," 11" -d NV 11 Stu a Alatoal 22" t i' 30" l i" 29' i8' 22" 2T 39" _ 11" 3V 3 1" lwet)Ma t. tin 24" 2 ' 4" 30" sG" 29' 4 � m 2 q' 48" 3V' S3" O H. 11` H ar]eJ O' D' b" J" 4` 25" 2T I4" a 2A` 20" 26" rD F M& $a 2 d 4g 4 49 90` 59 Slue AA BNMTan4cRK 23" 8" 8CY' 8" 3r. C TaAdk 2 36 2J3" .#" N6 SY 5 3" a` 53" ST 37" SW %ePi(3rr N5 Cqr U CM` Tul•I NEL LENGI 151E55 wk rHG6s` NVTEEI IN ,ACAS Lb+ef. L Ntl Ps5F9'-AtBAA f`$ vtE 1Nar4A,S REQUIRED WEN PANELiH.T NDm:@f PN `ougnrC w 1E1-n Opole l TIdncl WI J I1 RE IN"T YOP Ati. UIYSW MPUN?' Hd RF m3n4: wYa E §T7'E. 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EMBED ` "-" d a` (12R4P:RDUYRCLOBURE DETAIL T.'--(ttl':r.: tir y@� 101 �R NNOMPWJI(EE PET. 20-31543 a z �I M,PAN..tI AE+kYb F1I%V 1' ANCHOR SPACING 24 GAUGE PANELS, PANEL FA$TENERSffi SCHEDULE: 12.5 O.C. 1 NN s z w ggII {P9l N 1B5 W n 7 a� m ail" P a A` M u ,r « F _ 3 314" ®GE DISTANCE elm om ua t _ F Z Q g gyy i D Ee M yFx N 5( ANCHOR Nt)TES: n _ _ "- - R r. t:. P - _ L ANCHOR SCHEDULE APPLIES TD ALP DUCTS CERTIFIED HEREIN, BUT ONLY. IDES PRODUCTS LLLO H 0. URES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED N N INSP SCHEDULE S LLAPPL ANHA Y, FSVTER ANCH SCH®LILE BASED (TON lANEL FASTENER SPACING T E STING STRU U 2 CJR P. HE XI L7 RE MATERIAL a CHCgi'rYPE. 5 'DESI N L[DAO G EATER THAN Cxi E L TONEGA UE OFS N ATT ELECT G R QUA TI Ili LOAD ON SH ER AND SELECT SPAN GfaEA E N OREQUAL TO SPAN.5 LT UTTER S, T 0. THAN 0.(SEE M R DF G. NECTTON PE EASED O A b i CONDITION ON TY A? N PPR FRIA £MOUNTING (SEE MOUNTING DEI'A1LSON SHE F E FCC ON E" 2 OR tD PIFI - COPBJECTION TYPE . 3. "PAPIE FA ENE - AETE STU65. USED I]U CTION RAY HA L MQUNttNG EXTRUSf N5 L ST R`J' N COC4 N T t E 'P`-TRACK STUDDED LE ETC U Ea.2 O.0 PANEL FASTENER TABLE VALUES ( U ANGLE, i S 5 P N SPACING ABL VA U FOR r LL "- "-AND -W-HEADERS LlEPS [NCLU01. G 1LDOUT _ONO ON R H N 6U M 5 A ( 1 4 ANCHORS SHALL BE INSTALLED'IN ACCORDANCE WITH MANUFA':=TU RERF_' RECDMMENDATfONS. S HOLLOW BLQCIi l'FDST STRUCTURE SFWLL CONFORM TO A5TM C90 BLOCK, tN1 MFM '. EN SHA SEAS EDI ORS E U , 6. M. MU BEpM T LL NOT N ANCHOR .,CH, p LC 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO 'FOAM :BRI C - AND OTHER WALL. NIBH L F3 IES WA LFINISHES SHALL OELIMi,EO TD t4"MAX'ORSHALLaE-ERIFIED. BY OT R5 0 y T R DE A ELY TRANSFER LOADS!0 STRUCTURE. A .. 0 & G CRGTE ANC)HCiPw NOTEOH -. EIN S LL 9E EMBEDDED i0 UN•CRACY,ED CT)N Li'.. N IS HA CRETEIE 4 WHERE EXISTING STRUCTURE LSlAY70D FRAMl E%ISTING CONDITIONS MAYV V, FIE THAT FASTENERS ARE INTOADF_QVATE WOOD FRAMING MEMBERS, NOT PLYWOOD FASTENING TO PLYWOOD Is ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, 10, WHERE ANCHORS: FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CE E O NOMfNAL 2" :4" tX7D STUB '." DISTANCE P - I Pli R F ?( -(MIN.) tN )! EDGE. ISTANC ]S ACCEPTABLE OP.WODC PINS FRAMING). NHEA OR HE THEAD,FINE" G=0:55 0R GREATER DENSITY, LAGStYtEIy WOOD SS PAN SFIALLHAVE AN PANHEAD SHALL f v2' � U a y"1 �' Q J J -W- If $, i'68�t5 - (f ga@� $ g gg 8 L' yypp ¢ pi E i 1'I�jj " ERMVERIPY BLE DrWAHEAN LL. REMOVABLE ANCHORS ARE DEYiALT PANF_7_MATE,.ALL-PJINT'S SOLID -SET a BRAES BUSHING L2. MACHINESCREWS SHALL HAVE 1 MINIMUM ENGAGEMENT SLJE MTN M NGAGEMEN OF THREADS INTO THE BASE AN. AND MAY HAVE. EITHER APAM HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U-N.O- 13. MINUMUMEMBEDMENT AND,EDGE DI5TANCEEXCLUDES STUCCO OROTHER WALL FINISHES, 20'31543 P31543 � 14, M DESIGNATES ANCHOR CONDITIONS WHICH AM NOT ACCEPTABLE USES, L5. * D1RECl MOUNTING Q7NDt7IDn$. - u 16. LINEAR INTERPOLATION 15 NOT PERMET7ED FC$ U5E WITH THE ANCHOR SCHEDULES USTEpiON THIS SHEET I�IT�I�LII�I® • ' - t� I IEpr��I�rr a. i r ttgtl�EC�J7E'®i - " �EiI®�I�IC� • P.SSil4'L:iOs�t.�•E.4'��® '6IIil• ;}�f I.r 1YCNOR � Egay aE� TYPB PSF tiptW.11P.lq vPnR IW In iN-II' NgnN I1J+Irl Jli=TOP CONN TYPEI UY Q C3 C4 aOaN TYPE CY C2 C3 C4 CONN 749E L3. [i C3- C+ vn^ xr• 6MeEn 73 I ArI A{'Nhw 41 46 - SZ r 2 t25 S60"i 60 ]09" 2 1 S. 160'16.0' 7S. 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