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HomeMy WebLinkAbout6322 Back Forty Lpi , , ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or RA. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or AIC Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. 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 FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing Be Base Cabinet FT or Ft. Foot/ Feet READ 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 BILK or BILK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. 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 Clg. 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 SO 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 K/WALL or KMlall 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 DED 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 UNO 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 MW 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 or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w 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 PED 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 We 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 Proofing) 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 1'Q FL11 E:1 EEl E] El LIF---- _''E___�]_ it 00 EI [7 i IL 1E I +J 14 AAL 174t 8M 1525 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. en o N c 0 'Z N of Q C fO U N O X i N C V- 2 _ To O a N N O Q N Y N V Q U N ? fd E a qns A� 11M. - �. ., eo CV N � S To the best of the Engineer's knowledge, information and ballet, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W � E a op A 8 N N p Q�a00o n tli An n '� 3? ($ 4 Oy M v a WLLLL LL W a = a 4 £ 1 0 i W rpjO' Co Co IL0 Z Q 8 W O ❑ 0 R z � z z ¢_ d- NN M 6!1 z c� 04- Z—o w O a, C ra /- ' _ U Q Q see � Z M - E i1 o° as Q _ Z® Z KV �U s�g m Zt`b 8 U C mi 0O 0 L6 O L_ CC N N a LO Q CT g N C _o m F— -+ O LO O I� N co m o � Ln r N N CV) N T E0 z T c a E co !v a d c cg JOB NO: 23-00511 SCALE : AS NOTED SHEET NO. C S INS VARIES, 2" LESS THAN CABINETS BELOW INTERIOR DETAILS VENEER KEY PLAN SCALE: 1/4 "=1'-0" 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" = V-0" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 i S.H. 13 20X38J 18}X37J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20X63 18}X624 S.H. 16 20X72 18}X71} S.H. 11-12 271/4X26 26X25} S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1 H5 27 } X 63 26 X 62 112 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 4 X 381J 36 } X 37 3/4 S.H. 24 37 J X 501 36 } X 50 S.H. 25 37 JX 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 381J 52 J X 37 J S.N. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2' FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 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 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 Q +29.7 / -39.7 © +28.3 / -30.8 +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET O 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 FIRST FLOOR PLAN - A 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 Table 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. 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 CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. Cn c%4 c N is C" !V v d o "' • H o Q car m x 1. N lC �v Q N Y d y E s c M W y N S7 ea �. N fl- c � O ct � 0 ,,o,iti,',tlilllifdfl!!/N/ F;R O V UJI F L 0� .•� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E o g8 d) �120 <q n 0 a 64 Q LL J LL {L LL {rl Z0M o ° O W {L�� 1 C'J O J a W_ °u °'. m w z N or OU U U W ❑❑ U Z � Q � a U) �z 4-JL22 U w � 0*V) owg ul::D Vim c 0 U c w L i I U c 39 a 0 o CID C")i � z (1 E T 0 > m as Q I- M C, UU 6 p U CO ro d a a o G � � W L C 0. Z Z m Qi N O 2 g W 3 01 o U aZ �w � N W � F Illilililil� il4 U c 0 O _ OCb T `` ca co LO a LM < Cr g N LL m N Ln O t r Lid -,c m ch C:) m o N T Q M c�1 T E c 0 E sU tl U J Q J JOB NO: 23-00511 SCALE : AS NOTED SHEET NO. 1.1 STAIRCALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 42" KNEE WALL WITH 1x8 CAP &CASING 36" H. CONT. B GRASPABLE RAILING 1x8 CAP & CASING (3) 2x12 STRINGERS 2 1 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 FRAMING (2) 2x HDR. REQ'D @ ENI: LANDING FOI STRINGERS - CONNECT TC UG i14 �13 CO) ,, 12 i �10 ,1W %g STORAGE ;o o UNDER i7 STAIRS 00 � "6 1x TREAD / TYP. �4i 5 1xRISERS (TYP.) 3 2x FRAMED 2xFRAMED N WALL 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. "sIN •SIN CONT. HANDRAIL 42" KNEE WALL RETURN TO WITH 1x8 CAP & CASING V1/A L L D E T�Al L DE PLYWOOD DECKING .•..•. � � ,��„� TYP. STAIR SECTION SCALE: 1/4" = V-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 deer height within any flight of stairs shall not exceed the smallest by more than 318 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the Intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the dear width of the stair. Nosing*: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/ inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways, The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: 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 then 11/2 inches between the wall and the handrails. Grip-aize: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. 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 FLOOR SYSTEM 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. V-0" MAX LANDING LENGTH (i) TYP, @ CONERS E6 3 Sim. w/(1) MSTAM36 FLAT STRAP J S6 TYP. 3 SIM. w/ (1) MSTAM36 FLAT STRAP DRYER VENT- THRU ROOF. HANSON BOX @ 36" A.F.F. LAU N 8'-0" FLAT CLG. TILE 12' 107 TB 60" X 36" 9'-6" H1 ,25 SH D2 r=raor=c - JSHOWER O ' FI BERG LASS 16,-4" SURROUND 31�TP -°T _ - 5'-5" OWNER'S SUITE - BATH --! " ' CLG.' 2668 ! 8'-0" FLAT CLG. 2068, TILE ' _1 CARPET BF ` - G.T. 4SH C30 o o R&S - t'l;iz-1 I I I WIC �gce�55 COI 8'4" FLAT CLG. 2068 �I CARPET 2668 TILE TO 7' o x'6�� CHASE A.F.F. Y I BEDROOM 3 2 I 8'-0" FLAT CLG. 4SH '-0" T CLG. ° rn m CARPET TILE TB 2468 X I _� BF I L q 3'-0" T-3" I r 2668 - co G.T. 61-7 2' A" 10'-4" + -2 26680 I �, U. - --- D. u- - W I 00 42" HIGH 1/2 I I I I I ( I ( I I I I I I 45 WALL W/ 1x I I I I I I I I I I I I I I I _J CAP � W' � DNI I I I I I I I C I I I I I I o}'ogg 1161 114113112111110 9 18 I 16 15 14 13 12 11 cG 24 SH c00o 22 H1 O I N I D1 D2 fn I I T-8" V-0.1 in 2I 4068 BF I I BEDROOM 2 ' � --- -----� 8'-0" FLAT CLG. CARPET _ G.T. I I I 22 j I D1 I I co 4068 BF I I I - - - ---- I 1 I 25 SH 1 D2 B RESS 22 j I H1 D1 I I I I I I I I I I I I 1 I I I I I 1 I I I I L--------------------------------------� 10'-2" 25'-0" R f_ 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP O CD N 4 r WITITO REV 10.1.20 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'4" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. ' WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.' THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH " WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS"' WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 251 S. H. 13 20X38J 18}X37J S.H. 14 20 X 50 1 18 J X 50 S. H. 15 20X63 18JX62i S.H. 16 20X72 18JX71} S.H. 11-12 271/4X26 26X25J S.H. 1H3 271/4X38J 26x371 S.H. 1H4 27JX501 26x50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 38 ii 36 J X 37 3/4 S. H. 24 37 J X 50 1 36 } X 50 S. H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 3811 52 J X 371 S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 } X 62 J S. H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2' FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91 /4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH LATE P 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" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 ( +28.3 / -37.0 +26.6 / -29.1 +26.6 / -33.5 1 SEE SN SHEET 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 SECOND FLOOR PLAN - A R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the Interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed, Water heaters shall be installed a min. of 18" above 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 GARAGE LANAI ENTRY 1528 S.F. 397 S.F. 60 S.F. 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED sw � o C" ::L� Lu NI w o tom. _19C C.7 C2_ °DX H f0 O �n cc is � 4 N Y is y 4j w 1= = o ��.e E o 0 �\�Jlkllll Hill/ B _- Y) tX `\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a ,mSS,, E O 0 N 04 6g'N5� w B � cc u" 06 dJ V, J M 0 Ys LL C0 �eLLLL SS 4 Z rig en4 W $ OO m W Z (S2T . '2 & Z3 a a o Z W uu)) ❑❑ CD co.) N lh z o a A M --d Il.. .0 o 0 g wLn tJ I C N r 0 Q Nc a ri Eo E wLLze o E �. pU Iz Z cD ro °d i I z m0 ZVi2 � J w� <q � w �Z S �S W �LL � zl� c � J >LO o� m � N M N LO Cr g N U) m N I- o 0 r. x N m o Cr) N N t.C) .- Q M CV r E N 6 f0 E M y T a 0 ° i1i M a o CD JOB NO: 23-00511 SCALE : AS NOTED SHEET NO. 1.2 EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU FIBERGLASS SHINGLE •�- INSTALLED AS PER - MANUFACTURER 12 -- SPECIFICATIONS 5.912 ._ �--3 � � I --�• , � - ' , - I -'� � 's `—*-ice'._ =r - • ----— — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — -HDR-� HGT. y CJ 4 25 SH 25 SH 12FLASHING ----------------------------- 4-��. - -- - - - - CJ /WEEP 35 SH — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L 6068 SGD REAR ELEVATION — A SCALE: 1/4" = V-0" T. FI HDR. HGT. oQ 00 00 to FIN. FLR.. 12 5.9� 5'-0" RIDGE VENT FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T.O.P. 1_�... -, -- �yJ HDR. EXTERIOR PLASTER ON FRAME 4 CJ FLASHING FLASHING 12 12 _--____-- 3 25 SH 4 - 12 FIN. FLR. ------------------------------ ��4 T.O.M. � ` .�_ - ,...,._- :.�.• _1_ ------ _ _ ------ --- --- CJ /WEEP --- --- — TEXTURED CEMENTITIOUS HDR. ---— — — — — — — — — — — — — — — — — --- FINISH ON CMU ao t, oo 25 SH 25 SH FIN. FLR. -.-_ FIBERGLASS SHINGLE -` INSTALLED AS PER 12 _. _ _ MANUFACTURER 12 SPECIFICATIONS 5.9_ - 5.9� -r --- --------------- ----------- RAISE BANDS OR HGT. FOAM PER COMMUNITY SPECS 6" TYP. 10 EXTERIOR PLASTERN -------- F, ON FRAME — — — FLASHING 24 SH 25 SH TEXTURED F=1 U CEMENTITIOUS F= [771 EJ F1 [ D FINISH ON CMU SANDED Ll [71 L] E] Li FINISH 00 00 rF"ram FRONT ELEVATION - A SCALE: 1/4" = 1'-0" T.O.P. 00 FIN. ALL TRIM LINES ARE SCORED RIGHT ELEVATION — A SCALE: 1/4" =1'-0" 6-0" RIDGE VENT FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS - - - - - - - - - - - - - - T.O.P. ®� U EXTERIOR PLASTER �J ON FRAME 1 H3 SH 4 C J 1 H3 SH CJ �100 00 12 12 FLASHING - 4 FIN. FLR.. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r� T.O.M. CJ /WEEP CJ / WEEP HDR. TEXTURED CEMENTITIOUS • FINISH ON CMU 1 H3 SH &D 2'-0" ap 00 ----------------------------------------------------------- FIN. FLR., LEFT ELEVATION — A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Piaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 8 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 to 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 eh CV 0 N vn N tea+ =o W K O i O d [� O !Q CJ N - m x LA- A O N -0 N C C.J f9 ex ram. N Y ze CL d 4 ai v '� � 3 � }, rY T N G� G �o d� O w Z ......... •• U jr- �D OF t •. y FLOC • . �����11111 111' ►111\I\\�\` 7o the best of the Engineers knowledge, Information and befief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 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 Q M V N Go �, �0 93 r_ Q U. Z -'r lL QLL W c� a �[ tp$— 0 W Z ILW cp m C14 J Z N OU � y W El N Z i'$ z a t!1 z 0 t!1 r �ru EO w _ - U 0 Q N see Z o �R E $ �� 5° E UO �a s� z• oa �o _ ZE a� H L �g �Z r0 m g Za�U COm v J H" m >4 y o �LL c � _ O J T N .-. N a L0 � g N ca tN/�� �- 0 L O _lie M N c CY) r N N LO M N T_ CNIM (D 0 Z E N r >v M c re a- E •• U _J y ¢ 0 JOB NO: 23-00511 SCALE : AS NOTED SHEET NO. 2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER #14 to lights & outlets #12 to appliances and GFI #10 to WH #a to Range #6 to HVAC v �5 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING O *4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 ��J// CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram REV, 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan Is intended for bid purposes only. All work shall be done In strict accordance With the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSUUL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory, 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying With R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH j3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE 116) EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) a TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER own ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN a CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN G9 (1) PHONE LINE, (1) DATA PORT 1.5"VTR ,111 I� I I I r� � i I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH FOR DIS KITCHEN IGFI IZE DEDICATED RECEPTACLE I FOR MICROWAVE IGFI RANGE HOOD PER SPECS / I I r----------- ROUGH IN FOR 01// 1 1 1 OPT. CLG. FAN/ I I `LIGHT PRE -WIRED 7 BEDROOM 2 , I I I I ( I I I-----------� ( I I I I I I I I I 1 I I I I I I I I I I I I I I I 1 I 1 I I I I I I L---------------------------------------I SWITCH FOR DISPOSAL IN CABI NET — I( II I I ALT 1 I AC PAD WP GFI DISC. LU LU Z �OQ S � LL LU O co 0 to �• ` PER SPECS �, 3711 ELECTRICAL PLANS -A OPTIONAL LIGHTING SCALE: Y4"=1'-0" SCALE: Y4"=1'-0" Imo. cl tr. C O '- -o a O W '-moo C f0 f� C, N ar +Q C4 Y a t~ c y m a w R� c E O- U M N O N 1 N 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 portion of the drawing pages bearing Engineers signature and seal. th a 8 N a N 19 0 v Ii N040� 4 M LL Lu u- a. •� m Q1 a Z04 a 000 LL co N N MZ Q0 OU 9 Z W El El z Z W N W 0 .O � w LU 0 z J tl C G ti w 2p <F a p nW z® i— rp 10 U U � U ZU E *=wZ �z N M C $u a3 ij z1Zz > Z 55 J a� �2 8$ g0 W m $ as .0 _ �6 rn B co N = N M L O Cr g N m N o L 0 U') .� c� O m NO Qi Ln r Q N N N T E N cp Z° M Z Z E M a� U _j q p JOB NO: 23-00511 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPA 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Rule Ridge Off Ridge (No Upper Ventilators (Must Provide U Ventilators) de Upper 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 vented be provided ventilationsoffit Ventilation Ventilation (See Elev ) required needed required by upper needed ventilators Main 0.0 0.0 Floor 288 276 39 138 10 69 0.0 0.0 _ 0.0 (Zone 1) Main Floor 0.0 0.0 (Zone?) 60 58 8 29 2 14 _---.__-_ 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 213.0 --- 75.0 138.0 `"NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN -A SCALE: Y4"=1'-0" o � o .._ cft C%d cm goC�M � x y C Q O N CN Q C7 C t Gi d C S C 3 3 i �._ �C�o N a� c � co u a i 0 4: t;3RU' vry _ C f; L To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F N Po Uj LL d V. uJ — on o ��8 z T m 2 2 M d 0 ILLLW N p to 2 N z 2 Q tl M NN V a __ -� 0 Q �m M Ells � so a � ry _ "E O �Q Q 00 Z W& ro az wg 6 wz ¢J C ro 4 Y m oLL Z < z 2 2 W g gV � w W o 33 CO v z ¢ z �I3 03 =1T0 C O i _� J >L ova L M N LO a CV � $ N � � N +� O LO �..� O LL LO W O �// f N NLo CC N T E fe � N C° ilj T Z C m E ai E v c a U S JOB NO: 23-00511 SCALE : AS NOTED SHEET NO. 4 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 Cn a CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" . • "I' ;u :'' ' -#5 CONTINUOUS • ., .: • tr REINF. SEE FND. FOR i, ♦ r' ♦- QUANTITY r I' ' 4"' ' #5 X 25" X 25" CORNER ', :' '♦_, .' ; : ''i �l," ; �',`,I BAR ONE FOR EA. ,, . HORIZ. REBAR, TYP. T ;•z } ^ U.N.O. r '•_ -Alternate: �'♦ 'Y", • The reinf. bars shall be �; ; ; �; `� r Cont. around corner by cold ♦ f ,• ♦ ♦ • ♦':., ♦ , • bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" PROVIDE 1-1/2" RECESS FOR SGD DOOR, REFER TO MASON'S SCOPE FOR WIDTH 1- c7 } z Iz ~O O rn O N 0 I- 00 CD CV) M OP Co 10'-0" 1'-4" 1 71-411 W/ (x 2'-0#5's x 1 E.W.-I ` W/ (3) #5's . —� /—L 1'-4" 25'-0" 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. 15--0" I I I I1'-8" 6110" I 6-2" 5'-2" 5'-2" 0 ia5 4 11 ,,,' I 2'-81t STORY 3 AC PAD at . ss U.N.O. I S3 INDICATES FILLED C -LA/3000 PSI CONC. GROUT FROM =TR TO BEAM W/ 1#5 REBAR VERT. BO E SLAB. TYPICAL @ ALL PLAC S SHOWN // HOOKED FTG. DOWE S 1 HVAC CHASE EMBEDMENT W/ 25" E KT. AB VE SLAB /j BASED ON "GRADE 40 STEEL" // LOCATION I ■ 1 4'-2" 2'-6" 0 6-4- I _ I I I II I ■ I L — J / 00 cn O M TYP. @ ■ TYP, 2 STORY oo `° I I 2 STORY U.N.O. U.N.O. I ' / ELEV. `O rrnnlr CI R —077I I co ` S8 ' i //Y... --•--• -- - I -��-� III i r — — — 1 21 1111 41-811 PLUMBING I I I FALT I / STACK - I I AC PAD II ■— IL N II Li L_—_J STUB UP TO I 0 2ND FLOOR FOR A/C ■ I I C.J. — ED O In T� A S3 o TB b 1 co 3-1/2" MIN. 3000 PSI CONC. SLAB FOR HERNANDO COUNTY I ■ ONLY 3-1/2" MIN. 2500 PSI CONC. SLAB OVER I 6 MIL VISQUEEN VAPOR BARRIER ■ ' 2'-611 x 2'-6" x \ `—STUB UP TO I 1-4' W/ (3) I 2ND FLOOR #5's E.Wts L — — — FOR A/C ■ 6'-10" -�',31/211 CS3 11-81' 0 BOIL ER TO--1----1 w PROVIDE O z APPLIANCE I ■ ■ ■ ■ 0 in A iQ J PROTECTION TOP OF CONC./ -4 PROVIDE 1/2" x 91/2" v EC WHEN REQUIRED PAVER TO BE 4 I 4 RECESS FOR FRT. DOOR ■ I PER FBC I BELOW FIN. FLR, I I, I YPM � v I L I.— I IOW I>w i I ■ -- I I I 4 2'-6" x 2'-6" x V-0" W/ (3) #5's E.W. - - C.J. (2) #4 VERTICALS 2-x 2'-6" x V-" W/IN ILLED CELL s0 W/ ("3) #5E.W. J I S3 Cj -------—I--------- 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. 16'-8" 16'-0" 25'-0" ■ 11-101, A S3 o TYP. @ in SINGLE STORY 5'-4" `f 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. T r CD OE z0 O� u- N z0 O F" O U) NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FOUNDATION PLAN SCALE: X"=1'-0" elks cm a� Cn o Q p u� C-1 c ea ca n U— 7✓ 1/Y O td N R�d� � Co ate•`° >- N a. s G -01vV Cv LL To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a04 W W LL Z J LL 5 S a a Z ILh N (h J = OU W ❑ ❑ CD Z N z � < v U) t/i Z m C9 0 � 1--+ D cn QLU 0 v) �., 0� U LLJ J t UCIO • o Cl>Z w J Eo � a a�. Qo m � )-g -_® s0 °<,z wz z ~ bW 0 "° QO m C � YgLL r0 Z�� ak � o `v wa ola O? �I3 =O = >O J L6 O NIT m N L' N N CL Q Cr � N � m 4 -+ o4-1 IN O ILL LO U ch O co m � N N L0 T M (V r E NCO z M E M y T 2 = a U 0 m q p JOB NO: 23-00511 SCALE : AS NOTED SHEET NO. 5 TYP. @ LOW ROOF U.N.O. I 2S ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft OND SPEED (ULTIMATE) 140.0 MPH OND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (So FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 -78M 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: Yie' EXP. 1 eV,6) or 1%2' EXP. 1 (3�116) TILE: 75/a2' EXP. 1 (33,16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y"x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSR0-03 10d (2'/z" 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. [4:121-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10-8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 112" 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 H 10A 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. 126 10dx1-112" HTT5 5795 5/8" ANCH. 126 10d x1-1/2 K HD313 " 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4"' x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 "* 8 -10d x 3" JUS26 1000/1080** - - 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 112" HUS26 2035/3400 --- 20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24)1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 1 3965 1 3330 22 -10d x (1) 5l8" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w ) 16D SINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1Od x 1 1/2" HHCP2 1 680 1 570 20 10d x 1-1/2" * MINIMUM W MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *" DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS — ROOF = L 1360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8.8 CLEAR GAP BETWEEN (8) TRUSSES (+/_ 6") •FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD v EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) 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 (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 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 SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN ELEV-A SCALE: 4"=1'-0" en !V O o h cn al o 7 W C,4 a Q — N � m a•c W CV r Y/ O -Cc C14 al W CL W d c>✓ 3 Io .°' °[ w C a o vl a G E d U 0 t;?.i)iililFttbby Qrc0W/y Q, ''- C)FUJI SiJ N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) E m 8 I,Cj N ari UiNC u LL N C7 'T J C J u- W LLL LL a. 32 Z S cy, a �N O 0) °' m Z ILW 04 Cl) N 0 U Z W � z z J d N N - 4-J cn w �U o Ow £v �N C 2 � � of U Q w 0 C-4 so c J z ggg a a W p 05 O a° N Z0 Q � U t� wiz O1 oa oO z cg � ��Wz Q$ �y N Co Y mo O LL z S J 3 a ° 2 sz §8 W 0 aZ _k °I InO J O �t 0 N L N (3 N fz LM Q cr � g CV U o m oLIL CV I-- +-+ Ln a-+ CV"flp co c Liz T 04 N M N r ai z M to = r c 2 E :? a 0 a p JOB NO: 23-00511 SCALE : AS NOTED SHEET NO. 6.1 TYP. @ F CORNE[ i TYP. U.N.O. I I I I I I L-------------------------� PER ASCE 7-16 ROOF GN ALLOWABLE RSH ENGINEERED CLADDING WIND F PRESSURES AND SUUCTIIONIS FOR MEAN ROOF OHEIGHT STSft AND AND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION 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: Yie' EXP. 1 e%s) or'%i' EXP. 1 (1Y16) TILE: 1%2' EXP. 1 0�116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN fV32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 20 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 20 #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. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p 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. 126 10dxl-1/2" HTT5 5795 5/8",ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR -- N LUS26 1165/1060 " 1005/915 " 8 -10d x 3" JUS26 1000/1080** --- 8- 10d P HUS26 1320/3235'" 1335/2820 " 20 - 16d x 3 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 wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100 M 3800-F �' (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME _ -- (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od x 1-1/2" " MINIMUM 3" MEMBER " REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 318" 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 148-8 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 (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (R ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x T' GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt i0 �- STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS I I1 O INTERSECTIONS, SPLICING N� TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER 2 �y q�R�ER x CONT LEDGER (A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN ELEV-A SCALE: X"=V-0" CWa cv o N Cn C4 OC Q v Z. 0 G <O C ? lv .a. G U- m C= h -g 9 r H cC Jo as •y E � G cc L. Cc W d �� co t° T tea•—� w fl- C �? o a u L a U 1 10 _. ,x p •° ^ L w �Z r��r'rAftttt4ttttllC\���\ 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 potions of the drawing pages bearing Engineers signature and seal. F4 $ 0in N ie� jz) Q y U_ C LL LL W I� a (pLLY a 0 10 -rocs13 W r_ _ 0 M UCD a &0 In Mz d M ZN OU y W ❑❑ U z z 4 ` Q) �2 •U w O w 8 C ULI U A�Q • C__ see xx $rj a zg� t.L- E E� z aR O O ?® U Z c� QC COao 0. wW 3o as ms CA)C t � ziz . gp �w z0 W 0 g2 Nz m h r N0a Ov C O j ON W N co N L0 Cr $ N O � r__ 01) O 04 LO m o Lo Lii r Q N N M cV r N ZC E M r z 0- E U _°.I y Q O c 0 JOB NO: 23-00511 SCALE : AS NOTED SHEET NO. 6.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L1180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load A Applied horizontal load <1 .0 ---Mare vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS *" ; " ; FORM ac GROUT SOLID o o 0 0 8F8-1B/1T 8F8-OB/1T 8RF6-0B/iT ;'� ; Q N Q .= LLJ O 0 0 0 0" 8RF141B/1T8RF14-OB/1T 8F16-0B/1T 8F16-1B/1T 8F12-1B/1T irg BAR CON! 8F20-0B/1 T ® "V" LINTEL DETAIL SCALE = N.T.S. E 0 0 a 0 MEN IN IN :in I E I M1 F = FILLED WITH GROUT / U = UNFILLED a R = RECESSED QTY. OF #5 • REBAR @ BOTTOM OF LINTEL CAVITY a •• 8 16- B/ 1 T Q `. • • 6 Z G tNOMINAL to QUANTITY OF a WIDTH #5 REBAR AT TOP NOMINAL - o HEIGHT #5 REBAR AT ALTERNATE POWERS MIN. (1) REQ'D L:I LEAR STEEL LINTEL • M.U. #5 REBAR AT TOP MIN. (1) REQ'D- -GROUT 45 REBAR AT BOTTOM OF n �O y (n F = - cr� w w LINTEL CAVITY o U 0, y BOTTOM o ci REINFORCING J PROVIDED IN o LL O w w 85Lu LINTEL (VARIES) Cocr R ui 1-1/2" CLEAR M.U. MATERIALS `-16 GAUGE POWERS re precastlfntsis = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to 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 manufacturers 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 cementitluos 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 CONT. PRECAST "U" LINTEL INSTALL MIN. 25" LAP FILLED SOLID W/ 3000 PSI GROUT L SPLICE BETWEEN WALL (SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL UPLIFT GROUT TO BE SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING CONNECTOR FLUSH WITH STANDARD 90 TYP, CONT. BOND BEAM TYPICAL TOP OF WALL DEGREE HOOK 8" x 8" x 16" K.O. LINTEL (SEE PLAN) BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR •+�' HOOK LINTEL ' '• . •': • , .. , REINFORCING ' "CL INTO SIDE !.L0} . N VERTICALS .^�'.--rc'i:,'�"'�: ''�;'`::,''-'- :. • E a O '` `•.: PROVIDE 3"x3" HOLE ;.' 6'-0" LL ' IN BOTTOM OF PRECAST LINTEL TO ' ` EXTEND WALL REINF' • I •'I ; THROUGH AS REQ'D. PROVIDE STD. • 90o HOOK W/ MIN. .y REBAR BOTH SIDES ; REBAR BOTH SIDES 25" LAP SPLICE ' ' ` OF OPENING U.N.O. �' OF OPENING U.N.O. ' ON EA. END • 12" OR LESS 44 •; :„ :tea-- INDICATES PROVIDE ,:.�-.• •... , .; , �;'• FILLED CELL KNOCK -OUT FROM FTG. TO !BLOCK FOR FIRST I •. .• BEAM w/ (1) #5 COMPLETE CMU '. •:� '. •:� •' BAR COURSE BELOW SILL & FILL SOLID : `•" : `• :.' W/ (1) #5 BAR j 8„x8"x16" ' CMU U.N.O. TYP. DOWEL ��. �. •� % 25" MIN LAP (AC1530) SEE FOUNDATION PLAN FOR-/ FOOTING REQUIREMENTS SHEAR FRAME ( SCALE: 1/2" = V-0" REVISION 10.19-16 SEE FOUNDATION PLAN FOR LOCATION SINGLE OR MULTIPLE WINDOWS O 4'-0" LL O 8'-8" LL OMIN. 17'-4" LL O 4'-6" LL O 4'-6" LL E 5'-8" LL LINTEL PLAN SCALE: Y4'=1'-O" CV13 c.a to Cn DC c eo ca `r'" ZE LA c �+- ri N N O i- fn Q N � E� CV, U Q oc 3 ao >w C o a� a N'y", L. w '`�h�rfj,r;r(Iit(4,�ba4 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 englneedng portions of the drawing pages beering Engineers signature and seal. 1' a O Mo E g IV 8 0 0 6 tri A fNM CD a w LL `- J W LL W � co LL 5 a C N A 0 W N lD 0 °i X. ILW_ rn °' to N Z QIZ Y N O U 5 W ❑ ❑ 0 �ll• u' N Z Z Z o Y N - N In z � o (D4-1 LL W Ow = 5 U c `z � 0 S to O w LA - a E U W° i _® oa g EQQ so o� wZ Z00 Qo N s� Y �� oo Z 9= _ 6 _ 0 O J O M Q co .-. = N g LO J N .2 W 0 m ~ o L0 O L M 0) N LO o N N Ir- Q cY) cV T E C0 0 V E co yj T M a 0 Q p JOB NO: 23-00511 SCALE : AS NOTED SHEET NO. 7 E5 I N 6 N u7 N s N N N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS BRACING N CONNECTIONS C NG REQUIREMENTS, AND CO C ONS 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: SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2, SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1 Yi' 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. 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) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ 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 A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33Ks1WITH 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 7' 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 I 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 ermanent sign which identifies the termite treatment rovider and need for re -inspection and treatment contract renewal shall be provid�d. 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. Irriggation/sprinkl r s stems including all risers and spray heads sha(I n�t be installed wRhin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grad: 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 backf'dl 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 dilutipn. If r4inf II occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1,5 - ncrete orerpo and mortar along the foundation perimeter must be removed before exteriorso 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 verti I chemi I barrier must be install d afte construction is complete, including �andscap�ng and irrigation. Any so! distud after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building, This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 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" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 18" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS,BEAMS ETC ARE T YP # R O BE S 2 OR BETTER AND O MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. %Q C CV 0 CV Cn - CM m v Cam' O L" s - •n OO x ri V, C tl EE 76Q,d� Cj Q' rn c •� 2 d ��'�RliUtiffOl� �j��',`�i • r J� N� - `� �J 1-= • L. f 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 - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. $ 0 �} J LLLL3'La 0 Z '2� - WPAW _� 0 LLWpjO' m w 0Mgd� 0 Z N oU W 0U C z c z� 12 U) z CD & �4 0 c ¢ N OO _ 0 U z o` 10 i wg a o �W "a g r� c c � 0Z o& z 3b �z $ o Wm M ,y c O 0 C d '6 0 m (9 co 04 .-. :3N g LO Cr J N � m 04 O L0 _ LL LO N m o r N LO Q a r E�- ro Z u� M o p JOB NO: 23-00511 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/el wood panels Two 3/4" wood panels or 2 x _ p 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x + 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 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) A Filler blocking 1/8" gap r 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 16GAx1-1 /2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:-) DOUBLE JOIST CONNECTION N.T.S. 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 t—u HOME H C G GARAGE SIDE 0 0 0 5'-0" o STUB -OUT FOR 0 1'-0" o o -1 LO GAS METER 04 = • 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. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'4" (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 SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack over suash=20 blocks and *Non -stacking walls wall or beam below. require additional consideration. Check local building code for appropriate details in areas=20 of high / lateral load. Squash block (2x4 minimum) Bearing wall, Ve Glulam Beam T-1/16" One 10d box or-20 sinker nail each side at bearing. FILL CELL STD. 900 HOOK BOND BEAM ■ SIMPSON MGT w/ (22)10d w � NAILS TYP. GIRDER TRUSS 00 CONT. #5 STD. 9 CONT. #5 I HOOK BAR \\\ r 2X TOP PLATE BAR -� BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN :�-PLYWOOD FLOOR SEE PLAN FOR REQ'DSHEATHING PER PLAN COLUMN AND CONNECTION- -1., TJI TO BE CUT TO ALLOW a �;�- ``��� FOR BLOCKING/TJI r. 1:MASONRY WALL OR tINTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap ?" min. 2" max. 4 max. Web Stiffener Fastener Schedule Joist Bearing_ ocation V V Series Depth End Intermediate ®._ 9-1/2" 2-8d 2- cl SCI5000s 11-718" 2-8d 3-8d 14„ 2-8d — 54d.. Clinch nails 9-1/2" 2-8d 2-8d when BCI 6000s®_11-7/8" 2-8d 3-8d possible BC16500S 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d - I. BCI60s 14" 2-8d 5-8d Tight fit 16" 2-8d 6-8d 2x4/PI ood/OSB web stiffener 2" min. ® 1.1-7/8" . 3-16d 3-16d Yt^r BCI90s 14 5-16d 5-16d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls: - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists - meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* �When joists meet over wall, provide 1 3/4" minimum bearing for each. -4T Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls M10 dnails SECTION @INT. BRG. WALL require additional consideration.LVL orN.T.S. 7 NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 17 • ■ • • �' r=Tj7—A lY" ROUND HOLE MAY J � 6" 6' BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN 1y2' ROUND IN CANTILEVERS. Mg�grr.. a�,k � , w �a�'ro�- w�'��I•��,3,�p -,� w S.'�. g,�y� �.. 17`1� .i;r,..... "& ! "���.^'Tiu�ftyilj`7'�A1ID^��.,a ��p�'+uy� a �,�e� '` r W �f 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. 1Y" 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. 5/8"D THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION 1111L Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-1 Old nails. Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V1/4"-2" gap .._� Backer Block Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I � I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ SEE PLAN FOR •. Q . • '.; . FOUNDATION INFO ` • a STEM FOUNDATION r;RAnF ` A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"- CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r PLUMBING LINE U G .d L� d cA, c A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' _0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d a d d. 4 Q Q d aii'lil� I it SEE FND. PLN. SIZE & REINF. C" N O N rn N C o LU > W Qr o ar- V N _z7ao,� �LA_a a �E +n o till 'ov '`ESSt -, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, a I- $ 8 N d sin 8 �i .— co eo � S tii M � o« LL Q �LLLL z = O1 0 of $gam 0 m LWO~la' w ILLco Z NZ d rz N O U a Z uvi W z o z o a- N -- N M Tro Cz LL N W U Ln c r �V)Co ® W J I i -� L ri 0 ¢ S� � y w z `-10! " E �� 14 E O u� z O E XO °Q a W� �U 0. as Z 8 � cn cK = N°° mo 0 zM°� � JZ atl 3z C 6_W 555� yw mi o�a = oo S ao > � O rn m m C7 y' N CU LO co(. o. N LO J N I1 1..�. � o m +_+ 0 u0 0 LO -Id U C.) .0 D] co � 0) LN -0 N N f� t- Q N co r E z z ' CV)E C Il E p w U _J Q c —r JOB NO : 23-00511 SCALE : AS NOTED SHEET NO. SN 1 ti s it ;c w I N 3 a N Lam-• N N c 3 F, 4 N N a E i tz 0 a J tz rM C 0 a M CD 0 cV 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 016" O.C. W/ (2) 10'-0" (R302.11) _ _ . _... __-_-- FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. " 2x P.T. PLATE 1/4" DIA. X 31/4TAPCONS @ 24" O/C & ,c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E ROOF FLASHING AND ROOF FLASHING SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" COMPONENTS TO BE IN ACCORDANCE TRUSS ( 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER I. f SHINGLE ROOF, SHINGLES TO _ .' r ' ° 6 P BE IN ACCORDANCE w/ ASTM T_= D7158-CLASS G or H, or ASTMD3161-CLASS F, IN 2x4 CONT- 12 ACCORDANCE w/ TABLE ' Ir -� (TYP.) R905.2.6.1, FLORIDA BUILDING �L _-�_=_=I I I I. I ( I I VARIES CODE 7TH EDITION (2020) GARAGE DEPTH VARIES RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G GARAGE SLAB AT STEP ELEV VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" kS3I SCALE: 3/4"=1'-0" 5/8" OR 1/2" HIGH J 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 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA • 2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND W1.4XW1.4 WWF OR J DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 'E . , ■ �! , ° P 16, ■ Z 00 Cn - -r. 00 6 MIL VAPOR _ BARRIER _ COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR YP. CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.O. 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS !� z Cl) T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1 8" (2 STOR ) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE 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""0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C.@FIELD@ SLAB & BLOCK SIMILAR AT FOUNDATION ONLY„ - - IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS ■ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2""x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F,F. @ 24" O.C.) 2�� x 6 W1.4 x W1,4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH ELEV4-3 1/2-1 z 31/2" MIN. 31/2" MIN. A.F.F. O ° "(min.)-4„o 1/2"(min,)-4" 1/2 CV — _ 317'(m n. - 4" ° • 31/2"(min.) (2) #5 CONT. 4" 1-41 8" (2) #5 CONT. 4" Trr 1-4 , ' 8„ �*► TTr rB U.N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL C CC rcC S3 "SHEAR WALL" SCALE: 3l4"=V-0" S3 SCALE: 3/4"=V-0" S3 GpNt�NV��S�y 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING pcs' 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 J LOAD BEARING OR INSULATION PER FBC AND ENERGY coil 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 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 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8x 10JBOLT @ - " "" 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR 6 1/4"x31/4" TAPCONS () 4 MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1,4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] 2x P.T. PLATE SPACE ANCHOR O.C. W/ 7" EMBEDMENT (MIN. SHEAR 5 #, ) 1 1. 1 I FIBERMESH �w� - BAR 'Ell :• - '•WNW • I • . SJ L�� ��_ L� ��� IF �� IC ;, .SPLICEFINISH . I GRADE BO [GRADE 60 MIN. .... In�u�n:'q- I" 1�-IhJI 1�. - MIL -•.. RI OWN. •,— ■■—■■—■■—yr—u�u emu— ■■ ^��i=11=II.�Il�11=11�Jlrll�ll ::::�. 7RRA Z .:.:_��!�n���-•� 11,11 III Il I 1 #5 REINFORCING' NOTE: - *FOR BEARING WALL COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM - - D1557) - - 4„ 1,4„ FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" ° GRADE CO — .o III III I I (1) #5 REBAR w/ OPT. I I I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT s N CM SEE A/S3 OR J/S6 -' I , FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) 1'4' (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS N ' M SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT, BEAD SEAL)* — - ' a INTERIOR 4. -3 1/2" 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 IN M , — 6MIL VAPOR _ BARRIER 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S3 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " CONNECTION INFO ° • SEE PLAN FOR " " " " & LAYOUT DESIGN TOP OF BEAM ■ ■ SEE ROOF PLAN ap C ° Q, A d ° CO) C (2) HTS20 FOR STRUCTURAL ■ _ BEAM SIZE & Q � a E CONNECTION INFO r� . ° 4 e 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE er ¢ SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/Di 1/2" GYPSUM WALLBOARD U.N•0. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALLEXTEND -- FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION AD E �, INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w Cr > SIZE VARIES PER PLAN MIN. #5 VERTICALS Z M CONT. BEAD SEALANT w/ (2) ;� 2 GRADE E > FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 z W SIZE AND REINFORCEMENT) c7 • `WWF OR FIBERMESH ) Cl) N � a w o 0 4I j 4 INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 BRICK PAVERS or SLAB PER 8 0 `f' _ • • • ' z_ a COMMUNITY SPECS `L Cn �' � 0'-0" FIN. FLR.IRV FOOTING 0 BEYOND •. PAD REINFORCEMENT 3" MIN. CLEARANCE ..M • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH f. ,•. CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING fbD12 PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N O N l� c N sr Q yc W C lV - ca w C "- d N CC N Cf fO �E� d 40 a � N �- E o d "Ati1?lt1li3dPt' .. SIR 0 VVJV 31 4- -` w r V `\ ..,�/r,�l, �: tit►1e``�1�: To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a t Lo N L Cl nr-o.12 8 v s ca� LLw ca _j W 2 Z �grn e 0: $ g m 0O W � CP m =MZdJ ILLo V N y U zO - W ❑a M L/ Z N M z� Z Q z �- w U O w 8 �N - � w a L Uo • 'nYQ� N mQ � n z M Q J N i as Qo C, w? Zo oa H ro ro s0 2 oo a oa g g Z F �� wg rc2 } U 0LL z� Z m j 5 ab aw gz zn a� m j ;O z ,= T 7• Z C9 I� =O O = �o 0 L (0 LO M a :3oLO Q c N 8 N 0 Ul) LL IUD U O N m O V! r Q N N M 04 T_ E c 0 z ' M E ED a. E d U J Q J JOB NO : 23-00511 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 W I 3 LO CN J� N 4 V) O 3 a N O a E 02 0 i a 0 b 01 N N N IM 0 N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED STEEL AND GROUT EXTERIOR FACE OF BLOCK .� - ❑ ❑ ❑ EVENLY " WALL IS 1 1/2MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (�Yp) 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 2xCLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)1Old TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER * STUD W/ (3)10d NAILS .'+ , CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW55 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELDU" SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE '--ROOFTRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. Sl� MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. DOOR OPENING - - DOOR OPENING TO DRAIN EXTERIOR ❑ ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. �S4� 1 ❑ 1 ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. 14 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 r 1110 •. . - •- • • ■■ - —�M ■ IMI� III ICI ■ '� III-' NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 2U VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 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 96 3/8" 88" 71" 58" WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL _j 7 T r 0 FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) 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 o �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. --TTRACK MOUNTING BRACKET \ `GARAGE DOOR TRACK SCALE: N.T.S. ° d O tl POURfl RETE Be ' __POURED CONCASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 1 41" 34" 10" 6 3/4" 3 1/2"- SF ��NpO� �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --� O/C TYP. DOUBLE 2x --- - CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a iARAGE IOOR uvvn r nn�.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' 1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) 1 (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD v g n 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTJL LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 98„SPLICE STAGGERED N ATTACH ALL -' �J EXTERIOR STUDS W/ / Y116d TOENAILS UUP 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 •7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE 2X P.T. SECTION PLATE SP4 SIMPSON SP4 -� TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS \--NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC /' / LINTELS SP4 SP4 SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SP4 SON SP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) I (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" :'OXIED A.T.R. I & NUT OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE /- 2X BLOCKING I I C 2X8 P.T. BOTTOM PII.ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " (2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ T-0" O.C. `MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ❑ o o BEYOND. N PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o rE SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. en cv 0 N sw t� O cy d dE � C-- vQ .L G m (� N —�� N G 1.3- �. m v U C= r S N 3. E y W. a , > 3 _°'�� N C C m � 4 ,••;1,�111idlddd��Ao�, o C '� � �� `P Y��. J Uj t;0\0 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida 8uilding Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. h $ E N (n ly) y cri V '� LL C J LL Z c _ r g� O W �2°'(' m "' r> Z 4CL G ,n N OU Z W o0 z z $ o� V —1 — N N �Q) o LL N •U n 0 w g N c Y �NCn _ ® _� 1 ,; -0 Q N vM M U_ p wo a°® >m ap o� ¢� zE�a rD � oaz WZ 0 U Z � <b �w c z 1Z �o W to 3 m °9 LL az NW Tr � �'. �i 0 c a �Ui o ca N c N �. CL LO �., V J m � N 4--+ 0 Li i LL 0 LO N -0 m oCD T N Lit < M � E N z° z y .- c a E a1 U ¢ p JOB NO : 23-00511 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & ( 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\\ MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM 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 d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d SEE STRUCTURAL NOTES NAILING SCHEDULE FOR DETAIL 2"x4" CROSS BRACE NAILS AND SHEATHING / APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1 Od & (2)1Od (NOT REQ'D WHEN / TOE NAILS @ EA. END GABLE IS 4'-l" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d OSB SHEATHING ATTACHED FIRST (4) 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 \\ \ 2x4 "T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED — THE FIRST (4) ROWS OF TRUSSES @ 1/2" 8" "J" BOLT 48" 0 C 2x4 T ON TOP OF PANEL @ 48" O.C. :: INSTALLED PER MANUF. x WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xi 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32' O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 W/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0' O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� � `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2)16d NAILS WOOD TRUSSES iO 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2) 2" x 4" LAMINATIONS W/ 1 ROW ( () (3) 2" x 4" LAMINATIONS W/ (1) ROW " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48 O/C FOR THE 2 1 () 6d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L - 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 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 LOCATIONB.OU.C. SAMEMMON INUM ER OF ROWS, SAME LS. (ONE INTO EACH OUTSIDE SPACING) OF rD ) SEE TYP, WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5/ 11NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2)16d PER JOINT 2"x4" MIN SFF M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" ISH SCHEDULE TTTACHMENT ? SYP BLK'G @ 16" O.C. 1 x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. CJ'CJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ NAILS @ 4" O.C' TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE J11 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD FASTENED WITH (3) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE('_7 SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM10KTA W/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU ---- 11',Lt__CONNECTION 2x4'T' ON TOP OF PANEL--� BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTIONK" 9.L_ SCALE: N.T.S. SCJ MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/(3) 10d x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK I V-0" MAX. tiq Cr 0 U 9- 2 �q L CORNERJACK Y 4 � a W z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n I f- CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. ON ON III�I AEINo a g NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0' O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION en = %, N is � w � > W O = i p U G� O_ rO V CV "m ac d- CIO r= fR .a N L N O fq °i d c� � 2 d > b .G C U.3a 3 � w rz d �o N O-� E <O G a U 0 wX1l�li 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 71h Edition. Enginee(s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 1- o a g ! 00 � �i h tgnr�a► y My su a m LL u-�: w a Z -9rn d ;04 i0 W/J�91 m W . LL= C14MZdJ Z OU U W13 � z Z n g Q a z N cf) 5 a--r �, �U 0 w g N [_ N t/1 U d iv 10� U � c ¢ �' • � S O �J z W z M J 0. q ri E z o oLL » E �_ o ' Z® . X O o y' U zM �S �W U> 4z O U aN hm mp t5 z m J <p s`" -Z 8 C os 2. g� az W y m a � LL $z ll� FWF i� 0 1116 �.}0 V rn � m 0 ^, i � N LO ° CV LO CT g CL N CID0 N -lid v 04 m � N T Q T E .9' CD ` N Z° M r E Ch Iv a U ¢ p JOB NO: 23-00511 SCALE : AS NOTED SHEET NO. S5 FOR UNDERLAYMENT ROOF FLASHING AND ROOF FLASHING REQUIREMENTS SEE R905.1.1 COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or 12 H, or ASTM D3161-CLASS F, IN ACCORDANCE w! TABLE R905.2.6.1, Z:7 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATION SCHEDULE - IRSHI - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL - SEE STRUCTURAL SOFFIT SHEET SS NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS 1x2 NAILER TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 2K FOR MORE INFO 16" O.C. 2X S.P.F. STUDS Uj 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD -+ LAYER 1/8" THICK. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od w LLI= COMMON @ 6" O/C EDGES AND 12" O.C. FIELD INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W I CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR g R AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. Ar If FLOOR SYSTEM --METAL SEAT �PER PLAN O OR FELT PAPER FOR MOISTURE BARRIER •• 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE I' X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X1 6"CONC. KNOCKOUT INSTALLATION PER BILK, W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF ARCHITECTURAL BAND JOIST TYPICAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) U 4"x4" INSPECTION PORT AT cr a EACH FILL CELL TYPICAL Cn 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN, PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE iv •� ; ° FINISH GRADE •4 � T 6x6 W1.4xW1.4 Lu !ll ': • :•, WWF OR FIB MESH— �i �1Tt11 \--STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ BAND JOIST *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1" " " 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIr 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 a INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK q FLOOR CONNECTION B S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN �\� SCREWS TO MANSONRY 1I`� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TRL B.U.C. (8)10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 15 l EXPOSURE RE1 � TT SHEATHING X PROVIDE BLOCKING AS REQUIRED PER D II p SECTION X-X IF W NOT FULL HEIGHT SHEET C I II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I EXPOSURE EI F SHEATHING w 2 SOLID 2x N C BLOCKING @ ALL j C SHEATHING N EDGES (SEE III OPENING SECTIONX-X dU C x �w x E I W 2x STUDS III II I I II II BEYOND. y SEE PLAN 7 II III y \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8^ "S" = NAIL 3M" SPACING 3/4 S S 7� 1/2" e L I•c T S SINGLE NAIL EDGE SPACING DOUBLE NAIL El AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 20 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTCAI al M1(INn SECTION X-X 112" — uc 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END p JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J � PENETRATE SURFACE MORE THAN X". r y ? Q NAIL AT BASE 2 ROWS 0 4" O.C. w/ 8d COMMON NAIL (? © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. v=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J p wl 8d COMMON NAIL w :-:1) � O x *d O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER j y � O 6 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. xt.-OOrn to 0O to in� � LL @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w o o MEMBER IF GABLE END c r'' NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 Sd 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". Tj1,LI 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S'4 . INTERIOR HEADER: 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" O/C TYP. ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.NJ. 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w! (6)1Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE oFr1,11 FLOOR TRUSS ! N/n._OR i \BEAM SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL IN m HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 114' 1 2 1) 2 (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 • NOTE: SEE TYPICAL WALL PLYWOOD SHEATHING NAILED PER NAILING SECTION C/S3 FOR SEE SHEATHING 2x BLOCKING HORIZONSPECS SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2ND FLOOR FRAMING - SEE ADDITIONAL INFORMATION SPECS ON FLOOR @INTERVALS NOT 2X STUDS @ 16" O/C SECTION J/S6 1/2" GYP. W.B. MIN. @ EXCEEDING 10'-0" (R302.11) GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 DECKING ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5l8"DIA. x 10" "J" BOLT W/ 8" x EAR PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS @ 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ TENSION 2600#I).TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8"THICK. SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10)10d NAILS NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD TYPICAL TENSION 2600#. 2500 PSI CONCRETE MIN. FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS 16" O.C. ) 2X P.T. PLATE FLOOR TRUSS @ SLAB W/ 6x6 W1.4xW1.4 SEE FRAMING WEEP SCREED 2X P.T, PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. PLAN INSTALLED PER MANUF. -,� ,° SIMPSON HETA20 w/ (8)10dx1 1/2 ° • • " T - _ _ • • FINISH GRADE 2"x4' CROSS BRACE @ 48 °, "' -III-I I -I I I�-I I NAILS @ 24" O.C. INTO TRUSS :. III—) I I-1 I I I I °. ! O/C FOR THE 1ST2-0 OF I I - _ _ _ _ END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4 EMBEDMENT - -III—I I I j—�I I I ;. • END INTO 2"x4" BLOCKING IN KO BLOCK - I I I III I I a:• r (3) #5 CONT. ON 3" I I • III _ _ SEE DETAIL 2lD2 FOR 42f MORE INFORMATION 8 1-8 8R CLEARANCEMIN I ((I_) I (_I I I (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3"MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION rs, ALTERNATE FOOTING V PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" CJ6 @WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. S6 FOR ADDITIONAL INFORMATION. e� o N — C v 'r of s o a� IiV /c U N o1c O a- i! N 9 N C E c w u Cr tv m d al -o c o CU o ._ N d n = E o a ti n W r ...... Z V " A((� T -LO z le°rEsstOe��� �7�////flfiitit111101 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 E F O M 8 l co 0 ari VJNO� qt LL 0 yrov , iC C J LL W U. mLLa MC ZJp�OQQ'_ 0 �JL w/ F Wr'Y N 7 t0 O O1 U) °' m w Z C Z Q¢' ZN O U U to W 00 r z a � i.) W V a -- g OLU to c �Ln map c Y � N OD o M J 0 ¢ Zaa i ri cam- O r oa® >. M m U H i. coo U S gg Wy CD It co M C < o z �� m �z7 QM J a ° iZ WT3 a �g 2� Nk o wa Eg Cl>E, A Ui C (D � >:O 0 m � (� N N a L.0 Q $ N ^ L.L o m 0 L0 ILL LO Ih O L co0 0) N N r M cV r E M N �i r z M E M w a- U _ 0 JOB NO: 23-00511 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING D 2x4 PT NOTCH-, INTO STRINGER H D -2x8 BLOCKING FOR STRAP LAx4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: " = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. FLOOR JOIST [7111 SYP 2x8 SYP STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER-­J 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION A ALIGN THIS STUD WITH �( FACE OF 2ND RISER 2x SYP CUT TO FIT \ I BEARS IN WALL I =2x12 SYP BEARS IN WALL I I '--2x6 SYP / \ / 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER\ 7FOR STRAP AND NAILED TO FLOOR WITH GLUE \ (SIMPSON MTS12 w/ 11-11 AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ' NAILS) 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 3/4" RISER CUT TO FIT jSTRINGER MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER / //. 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS I l x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C I I \ ROVIDE MOISTURE PROTECTION / / ATTACH ALL COMPONENTS \ OF STAIR TO CONC. W/ J" X / 2 t" TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS \ 1x4 GLUED AND / OF STAIR TO CONC. W/ I" X \ NAILED TO STRINGER / 2 J" TAPCONS @ MAX. 32" O.C. SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING �r SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL. DOES NOT BEAR IN WALL I EW "A" G.1 ,- TOP OF STRINGER bq TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP r'^' 2x8 SYP DRYWALL STOP / MUST NOT TOUCH 1 2x SYP CUT TO FIT STRINGERS G BEARS IN WALL 2x12 SYP BEAR IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 I 2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP /12STRINGER / 2x4 SYP BLOCKING OPTION: ZX4 CUT ON FOR STRAP BEVEL GLUED AND 2x4 PT NOTCHED INTO STRINGER\ (SIMPSON MTS12 w/ NAILED TO SUPPORT / AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" W/ SIMPSON H3 AT STRINGER CONTACT POINTS NAILS) SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 616 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) / AND NAILED TO NAILED TO STRINGER FRAMING / x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED --\ i NAILED 2x ID FT ST P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU / NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS L x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" 1 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS J SCALE: 1" = 1'-0" 12x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER �. ,,FOR DRYWALL SPACING SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW SCALE: " = 1'-0" 3/4 PLYWOOC ON DECK --2x8 SYP GL! AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C NOTE: 2x8 DRYWALL STOP \ NOT SHOWN / SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTT, / GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACT (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 t"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" = 1'4" r PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST L POST LET INTO !LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT LTO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT L TO )ISTS) H 2X STRINGER 2X BLOCKING -4 PSON MTS12 w/ 10d x 1 1/2" \NAILS 2jdDD OR 2X BLOC ZING RIS* / VARIES 14 ECTION VIEW "H" SCALE: 1" = 1'-0" c*4 ti 0 a� 0 C%1 DC o ox � � o a � o cs ` N H 'C7 N L E c cu c s 3 3 c a i;-. c= .`e � u� a t c E _ U '�4C O 'z ,, � 0 � \ r�'/1//; rl o;tttttE1s�, 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 - Residentlel 7th Edldon, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H v E o roi 8 0 �-� N �J d% a 040 LL N C It _ JLLLL a O1 0 a W g0 �� Co w &a Co -,-9 = N OU v W O❑ QD v G (n a N z 2 v u- i-J ( . cn Lu 3 o U 2 OLL gj N c LAJ U L__ Q sly JZ z M M g Z q LJL E io �g s" fN 4R E O H r S fo z® O a E oq 0o Ka z coo $i wg 0z �W cn� <o x �O m� o1 z J qz Y� si ° oz 41 W 60 �� 5 g O >L6 O qt M c� co LO co N a Q 0 N � m N O L1� L O .� c) O m O + VT N N L,n r- Q 04 Tp E M E M d ov U « ¢ p c _j JOB NO: 23-00511 SCALE: AS NOTED SHEET NO. ST w I N Q N FD (r N �S P1 N N 0 .�S 'a M E v I 0 a w 0 N N N s L P DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER "RYWALL DOOR JAMB (REFER TO PRODUCT 1x4 F1/2" DRYWALL J� TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. ff APPROVAL FOR CONN. 1 X 4 x4 P.T. 3/16"0 X 3" LONGFURRING FURRING - 3 1 /4" LONG X 3/16" 0 ❑ FURR FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1„ DETAIL O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE A MASONRY THROUGH 1-1 /21' D ETA I L 1 x8 w/ (2) Rows 8d NALS 3" DETAIL 1 P.T. & 1 x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T• DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/MIN, TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" O ❑ x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 ❑ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 21/4" DETAIL STAGGERED @12"o.C. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS�CCI 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) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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 rj__� SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. - /4" MAX EMBEDMENT INTO ) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING 14 BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON Tt 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD, BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ Sd NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS SECTION A -A 2'-ON 78' 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 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS \ 17 #5 REBr (TYP,) STD. 90' HOOK (1 ±5A NOTCH WEB AT FIRST 2 COURSI .... CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/2' 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 ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 00, .01 - MAX SEE PLAN NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL i.;;.. ,!.:., 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 NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —/ IF TRUSSES USED) W/ (2) #6 X 4W WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION ENTRY rL SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" .p o e P GRADE o. p n> CV Z o' • (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 10 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN M YP,) fHE S ♦ UNACCEPTABLE INSTALLTION ♦♦ DO NOT DO THIS ♦♦ ♦♦ ♦ r� I +2' *4, #5 REBAR (TYP) I _00D. 90° HOOK (TYP.) I ♦♦ NOTCH 4WB @ FIRST COURSE ♦♦ ♦♦ FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE —1-- I ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, I I SS NAIL w/ 5/16" HEAD FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW­L--�� L CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO I L 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE - - — --- SF01 STRUCTURAL SOFFIT SCALE: 3/4 = 1 0 ( ) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / ?x0VF Ryq + + CFNOTy + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 7-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS ±+ REQUIRED TO ®I \ + SUPPORT SOFFIT SEE ELEVATION jl_Np�� FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR WE MSTAM STRAP SCALE::,, - GFF CHFFT n9 ANn z 0 LU U Q to H SS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O,C. EDGES AND 12" O.C. FIELD �— ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO ' FILL 1st4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" 1 CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •' ." OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5'-011 SH SCALE: N.T.S. • ' ' ' #5 BAR D. 10" • ► • CENTERED W/ ►..'� �► IN TOP 4 ► d: KNOCKOUT/ N CHAIR BLOCK MONO FOOTING ► ,. SIZE AND REINF. PER PLAN • ', . AND SECTION DETAILS CLEAN FILL .► • DIRT a z STANDARD 4 #5 BAR IN 90 HOOK N FILLED CELL, �t , \ .\�,�\ •. �\ •. \ 2\�. �s - Sk�r. • • .�• 1• .�•• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" =1'-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. 0 cv c c o � Mcj o N -o m x = LL Cl N �© .Nam L Q CV „ a- o C W U ' CU c o N d'n G E o Cl- U 0 Itrr►I��j��i \owillI '\N�` 0R0 WN OF �: z 0 ,,'YOPFSSilON`� `\ �e //r,'1111ti1' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W (a 0 . 2'?c I» 6Mv - " Q LL �- LL W J — -o .-) a 52 o 113 2_0g $ „ 0 `_° W� CT" °� W IL =�Mzd� z OU90 z z z g Q U) z cc 5 � M G) O ul C V) Aaw w z ... . = _ c 4 CIO M J Z � o � � z Z Z a LL E Zo ss io aN E Z. g ;= glu 2 U tty z ¢O Vi o� Z 3 8 Y 2 u 20 WLLa CS yu ray W 1: IIIIIIIII� 215 0 t- C O 'L6 O d' 0 m M L N c0 N Q 07 $ N a W .2 N 0 Ltd U_ O C O N m O Ln Q 04 N CV)04 r E C0 6 Z E M d a ci 9 ¢ o JOB NO : 23-00511 SCALE : AS NOTED SHEET NO. SS I I I I I ------------------------------J CROSS BRACING DETAIL (TYP.) 1 SCALE: N.T.S. TRUSS NOTES: CONV. 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. Cg 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. pg 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 IT[ IT[ 14 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE 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 FOUNDATION PLAN - >E—'- L. �y 1r Arr EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 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 42 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT—� CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 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 12" *� w 4" Z Cn a N PORCH SLAB SEE FOUNDATION PLAN Iw 4 �� Z _U W/ #3 STIRRUPS AT c� Z 4'-0" WHEN DEPTH , T EXCEEDS 30" LOWER OR GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN 17 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, G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE —\ PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" PORCH SLAB SEE 7 WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" BADE N Z 1 r�rr ENTRY PORCH SILL �4 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY 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 CON REQ'D @ MID I I fr -- II -__ r i I II I I I I IDA I I ll T. FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED Ak MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY- -- v SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN 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" (2) #5's CONT. T&B w/ z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" '- MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO 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 — — — — — — I SEE PLAN CENTERED AT w/ (14) FOR CANT. SPLIT TO TIE 16d INTO HEADER & (6) BEAMS TOGETHER I 10d INTO BEAM -SEE I I I ROOF PLAN FOR MORE 1 INFO I 1 SEE FLOOR PLAN FOR I I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE — — — — INDICATED ON BM. & ADDITIONAL INFO. — — — — — — — — — — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO OPTION C SC EDULEIPLANM EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT KA� ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. ti 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR r - SIMPSON MTS12 w/ - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__� A SEE PLAN FOR _J SEE PLAN FOR CANT. IF INDICATED CORNER I I— SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. im SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. 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/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = V-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. ' — - -- RUSS/ J10-P WALL -. - EE PLAN y" CDX PLYWOOD OR 3/16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING h REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES i 2x4 #2 SPF STUDS @ ��-'— 12" O.C. W/ USP SPT22 f� " @ BASE & SPT24 @ �, TOP 2x4 #2 SYP P.T. PLATE W/ %8' EPDXY ANCHOR OR 2„ J-BOLT OR Y TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6 EMBEDMENT 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS ° FORMED & POURED MAIN HOUSE W/ (1) #5 EACH STEP SLAB a4. 4 (2) #5's CONT. T&B \T . w/ #3 STIRRUPS AT a 4 a 4'-0" WHEN DEPTH a ° 4. -- EXCEEDS 30" NZ GARAGE OR LOWER SLAB i SEE PLAN - = - 1r Arr SECTION GARAGE MONO 21 SCALE: N.T.S. e+3 N 0 N C" LZ N o ��_ x u Cn 11 �Zmx �",CL. �p to O !a N Y >Es� E o 0 • vl� v � 0 F 6 S S j0 w l/1111111rIt���``�\ 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. CV $_ �_� 0 N °° fn � to to r` r 816 --Crn Ci 52 Z cl � re C iG W m 0 W�pj°; w M IL ..� V N O C¢) y Z W ❑ El z J Co -� O N c W J �.- ago �0 o w ch J 20 z � L{,, O 2 O Y N z® as �xa Z o `� t W� � m a �a°� �x a� z 'S J �m �z W N S °offo LL T. 'f �s CCD 0 C) 2 .J L6 0 m c� >` N 0 N o Cr J N �.. N +� O LO �. a..+ O Y LO .0U t-0 O m O N T— Q M N T ui M t 0 M r 6 z E a v � ¢ o JOB NO : 23-00511 SCALE : AS NOTED SHEET NO. D1 C F SEE FORBLOCKIN 2 . • DETAILS G i I I I I I I I I (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS-� G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS I' P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END is A TOP PLATES LENGTH ON STUDS W/ (11) 10d { NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. � 2 x 4 #2 SPF STUDS ^� C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN 1 �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H . ,i C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 �d EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS I !', g 2 x 4 #2 SPF STUDS O INTERIOR HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS E F TYP SEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. f, ' F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D 0. BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 61 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR rrj ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2 10d TOENAILS AT EACH () EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING , LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK `j FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP_ L r,,5� @ I GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL �A BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE QA 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING %� (2) 12d TOE NAILS TOP TO RIM BOARD j %� & BOTT. CHORD AJS BLOCKING PANEL @ 24" %� O.C. (MAX) AND @ EACH GABLE ABLE END RIM JOIS 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) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END ND OF HEADER SEE Q/S4 FOR ,� (1) 2x SILL PLATE W/ (2) 12d TOENAILS. JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C.— 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF 1, SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL--------, NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN — 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. /------ SEE PLAN FOR CONN. GIRDER/COL. CONN. - 2x SPF TOP PLATE FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (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. 6 2 STORY COL. @ GIRDER SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS r� 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. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" O/ F A�T N�2 4 48'' x ro MAN A PROVIDE 2x4 ON—� TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 7 K TOP SPLICE JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT , OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION —� SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTSIDE DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B f \ (2) 2 x #2 / \ SYP U.N.O. I 2xCONT. T&B / 2x CRIPPLES TO MATCH JACK STUDS BELOW (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN j (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. i BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE -NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d -- NAILS AT BASE 1==� *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS -(2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE SDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. H c%j 0 N c C" o N o> v W C3 o� ME _o C G.7 N m n ac H C LA_ a cc N C= J� Q +� eq E �o�� fJC CJ + Q 3 � ou N J 7 U W d cc . E i 1 Nf plltr ,, �``y�,�S411 OF .4C .` FLOC 0FFSS{ONP������ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. g o 8$ o N 00 (» ENO2 yMv C J W � �tLLL a 5 v� a 0 W `03 eCZl W_ 80 L Co N N Z a J Z OU N W ❑ ❑ 0 z N z � z � s � LL 'U O c d LL � aV U ct Q • N J Eg oLL 4 8 0 O¢ CS u az� w ra yx �o z � a� E35 aw N z zo � 2. g0 n z N W oT m P- bC s O L6 O °' c� N CIO 1.O CM 00-` a Cr $ N W N 0 Lid O LL n -1c c) O � m c C� N N LCi r Q CV r E N CD � z m z E M �; r cc a. E 0 � ¢ o JOB NO: 23-00511 SCALE : AS NOTED SHEET NO. D2 3 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK JOINT2) SEALANT 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 TI WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 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 DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # In each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST ` 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) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SMs SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING v 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING O 2 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE- 1'-4" PFR PLAN SHOWER SEAT SELF-ADHEF SELF -ADHERED FLASHING OUTSIDE CORNER g o. d W 0 W Ir IY 0 U) DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/a"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED 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 (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, _ o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and XPOSE EXTEND A MINIMUM 6" RELEASE PAPER SHOWN) ADHESIVE AS SHSHOWN) VERTICALLY FROM contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as 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 w finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings �j 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. ' INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDD MA 250, FMA/AAMA/ WMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. W t r R i t nt B rrier 7.7.At built-in nutters. LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 51 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER ae essa a Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -- -- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING � s -STRUCTURAL SHEATHING STRIP OF SAF --- -- \ I DRAINAGE PLANE WRB I ,I I BOND BREAK WRB I i I SF LATH ER STOP NUOUS BACKER ROD LANT NTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. .� 101 prM."s. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C" tra c tV C CN �. a) LU � W Q C1 C Q ^ Cn IC U H N O Z �'L'K C �- 2 � m o "nC N a c w dEf� ax 9 C LLa u M N N N_ 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 Florlde Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a .. ., Q 8 o (a 00 N 0 0 2 0 a C U_ 2 (qLLu- S LL W 4 Z LC°f a% III �pjQ. m W Z N Z I^ V N OU r Z W o0 z o J V I - N f7 V) z CD o (D a--+ 0„ � a V O s Ln ro(D w J I I 71 - C N IllO O M � W F wos is 3 E o '® ro d 0,0 C C g p Z ) r 72 in ro C `z UY mo O 55 N N O Q W 3 Wof �Z _13 J o zZ w3 95 p�OO d OI< V i o 1.O O d' e cc 0 N co Ln C M N IZ N Cr $ ^^ L.i. o m N� I� 0 L i O I\ N m o 0) r N N Ln Q hi N 41 A' ` c Z z E `M' d a.0 E Q ai tj of JOB NO : 23-00511 SCALE : AS NOTED SHEET NO. WP1 IHURR/C,ANE Mounting Brackets (10 Gauger +V2" x 4-1 i 2' x 2-12' 112" Dia. A325 (Typ,) 10-5/8" Washers J Self -Corking Nu[s Back Cross Support (May be cut to W) Right Bracket (16 Gauge) 01141Self-Drilling SCfeW3 AK Unit Botturn Edge • Hurricane Strap (Typical: 3 in front) Front Cross Support (Miry be cut to W) Left Bracket (16 Ga uge) It 14 Sel(-Drlling Screws Thru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) !4 -du mrldlamrn neau:wlusu arc r.-i nl w Js cart Hun/um-Nor Ill-, F �rae�e�d Raised Set DM%iag avaAaWa upon telttaet (aidNfaad lira W appfF) Florida Department of Business & Professional Regulation Pear 1 a1 Building Corks and Standards 12n OMI Product Approval Application Dotal) ,... �4• it ' 11211111 I(n0r a tale M I 21112 ZM it"U) lert*WrUW carrier andrwsr A Ucal YleoMs4At Ys� §IAMMea /RC Approval Apormod Illegal,AMAmolk n 2020 Smart Vent Produds, Inc Michael Graham Hormas F Norem P.E. Locke Standen P.E. 12MOM20 12M42020 12,24112020 Mpro-d Category: Sar"Wel Components (677)441-0308 PE-73778 (330300-18011 elOCaleOory: Products htroduad pee Reuss or Info@arrrtwnlcan Nev TedlnoloeY Canpllenw Oelho& Ealuetim Repot tan e Floods Registered Ard10ed we UcansM Flood. Professional Engineer SineIMAEL20fflGW Quality AssursinestA1n[owdra 1,HvHZ Use Apmond 12uliggi ra Use 01t impact BEWtalt Rigm Pnelre 1 BrmnVsnt Metter N184Pfi10 Duai FUnCUM Flood and Vemas6on Vent 121312023 Yn Y. N/A •100F1oo 2 SmsdVsna Model e1540511 Do W Functim Flood and Ventilation Vern 12emna23 Yes Y. NIA n100hiDo 3 8rrladvent Model IM540520 In led Flood Vam 121312023 Ysa yes NA .100E 1o0 4 SrteAveet Model 01540.521 hsWeled Flood Vanl 12012023 Yes Yes NA •100A DO 5 Sm mi Made)11154002,4 I"qua; Goings Door Fil Vomit 17fJ12023 Yes Yes N/A WA 6 9menvanl Moll IMS40670 Wood WWI In ulatsd Flood Vent 1M12m23 Yale Y. N/A N0011D0 7 temdVanl Model er1540574 14 6114quot Gorge Door Flood Vent 121312021 Yes Yes NA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paps 1 of 1 1n4=1 ..��n.lY .. r�l',+.yn+r. •'. C�Z1�.1.' (�YW��� 5s�i �..1 II�. ., ... ��A�...-;.Yr, r _. .. .... ti\ .Yi�w. +'rkv.x"'.'Y'Y .w `Y[u�,1 .. .Y.. a .J SAS! am or tall 20 Date Pyw&W am MYnk XENM mmadmum Ylllaam amum= LIGAROMA alamEa a" R"Ww 20M Drexel Metals. Inc. Joeon Shumate Zachary R. PdeW Lock. BCAAJM P.E. 05116,2020 oeA9t2020 Oe202020 IWIY2020 APP-Aid DMeg": Roofing 15021 303.1511 PE-74021 (3341300-1800 slocatewry: Metal Roalno pnumateadrenm n can ar Cipu M# Method Evskiatbn Report Ran A Flags Rayshrad Arched or a Lowness Florida Praemlona Engineer FL01IM412 Pmllmtt gostAnwAo Aoornwd to Un Absolved to taw pedw vitae h➢dutL�on sgdler�nu M II3iaDS s�Emaa B29i itl Il> 1 IXanl Metal Roof g System, D81C 100NS, DMIC 150". DMC 1735,, OMC 2006. 12012)25 Yn No NIA +01.136 DMC 5V Florida Department of Business & Professional Regulation Pogo 2 of Bullding Codes and Standards 125rzozz Product Approval Application Detall�. .Illa.....w)n"2'IwdvkL^ti „,.,,1keeinrM ('".'JV',A+,r-.lne..q.,.;. "nu....• tl�.'t/iiDh 'd'l'Xa': .61 'PV:P;s., fill" Dee PelMlae 1W Ve on ManurectUrar i9ntect EnplroorALleonse valwatoBV validated hied FBCA)DMVR[ Approved status RWISIOn 2020 Theme-Tru Coipotaaon Steve Jaeperson Lyntlon F Schnndt P.E. Ryan J. King P.E. 04I1512021 12131I2020 04r22/2021 0510&2021 Approved Category: Etterler Doors (am 043.7626 PE-43409 (S13) 767-8858 aubCatpory: 13"n9ing Ealenor Dow Aasenlbeea siay»rsontitharnutru.co Compliance Method: EYeluahon Report from a cn Florida Registered Architect or a Licensed Fbrida FtJR84B&RB Priseaslonal Engineer Proflu111a hence IRoduetMetld.NumberorNam• Ousllt .&ULM hce g 9wa2mu gpp I� ADDroMMI for thus Aoorovsd nRVHZ OWNgL for Use VFl2 Impact Design 13tilltfeot Plaltaam 1 ■. Thurt1a•Tnu FIWr-Classic and SmaAh-Star Nominal 8&M,8 8quotlrtpect&quot Opaque 12012022 No Vw Yes WA Composite Edge Fiberglass Single Door (InawinglOutewing; x cosfiguraton) 2 b. Therrrn-Tru Fiber-CgWc and Smooth -Star Nominal NAMB &quoLInNwCffigUot Opaque 12/312022 No Yes Yea WA Composite Edge Fiberylow Single Door with Sidelbe(s) rnevAng00whoning; XO, OXa OXO configurations) 3 a Therma-Tru Fibe(-Classic and Smooth-SMr Nominal 8&N3s8 &quotIn"ctaquot Opaque 1213l/2022 No Yee Yes WA Composite Edge Fiberglass Double Door Win or without eidelites nnowingJCutamng; xX or OXXO confipuratisna) 4 d. Therms-Tru Fiber -Classic and Smooth -Star Nominal t18Nm;0 &ouotlmpect&gvat Opaque 121312022 NO Yee Yes NIA Composite Edge Fiberglass Single Door (InsWnploutawtg; x oormuration) 5 e. Themw-Tru Fiber-Cresslc and Smooth -Star Nominal B&OW.0 BquoY,ImpactagWk Opaque 121311:2= No Yee Yea WA CompositeEdge Fiberglass Stale Door with &data*(.) (Inewng/0u1sW ng; XO, OX cr OXO coriNuretons) 6 f. Therms-Tru Flber-Classic and SmootNStor Nominal 8& 'NWO Aquotlnpaeb&quot Opaque 12/312022 No Yee Yes WA Composite Eta Fiberglass Double Door wth or %"out SdelRss (InaWnyOuaWnp; xX or OxxO COnrgura9ons) 7 g Thetas -Tin Fiber-Clss it and Smootn-Star Nomingl S&NW,8 &quotlrrpaCfaquot Gland 121312022 No Yea yes WA CompoWtb Edge Fiberglass; Single Door (I O rg/Outrwm X mrtThguretion) 8 h. The�Tfu Fiber-CIeleWC and Sm aft.Ster Nomingl BILOV.8 Aquotlmp ectLetrot Glazed 12131/2022 No Yes Yas WA Composite Edge Fiberglass Single Door wAh Sidelee(s) OnsWn6K>vt5Wnfi: XO. OXa OXO confgurotsons) 9 iTherma-Tru Fiber -Classic and Smooth -Star Nominal 6&M3,8&quotln/pact8qudt Glazed 12r31/2022 No Yes Yes WA Composite Edge Fiberglass Double Door Win or without Sideld" Orsw+rglOutsvang. %1(or O)= configurations) 10 I. Therms-Tru Fiber-Clasek: and Smear h•Slsr Nominal SMOV.0 Aquotinpactarquot Glazed 12f312022 No Yae Yes NIA Composts, Edge Fiberglass Single Door (Inewm6lOulavMg; X configuration) 11 k. Th firma-Tru Fiber-Closalo and Smooth -Star Nominal BA WO &quotlmpooMquot Glazed 12r312022 No Yes Yes NIA Composite Edge Fiberglass SVgle Door Wth Siddke(a) OnsW rnplOuteW sip; XO, OXor OXO configurations) 12 I. Therme-Tru Fiber-Cbaek end Smooth -Star NOMMo18AN39;0 &quotIm0*0t%quCt Grated 12/312022 NO Yes Yale WA Composite Edge Fiberglass Double Door Win or Without $Wolitn Nnw'irglOubvmng; XXa OXXO configurations) 13 An Thorns-Tru Fiber -Classic and Smooth -Star Nominal 611d1108 &quotlnpactbquot Glazed Molded 12/310= No Vas Yea WA Open Composite Edge F(beglaas Single Door (I nswmalCutewelg, Xttxefigurettion) 14 n. ThenAwTnr Fiber -Classic and Smooth.Star Nominal 6AMa &quotlmpactdquot Glazed Molded 12r312M No Yes Yea WA Open Composite Edge Flberglaas Single Door With Glazed Moiled Open Sidelke(s) (Insimi g/O utaWrg'.. )(0, OX a Oxo cornipurauonp 16 0. Theroree7ru Fiber-Cleadc and Smooth -gar Nominalt1Aa3DB &quoklRple0f8glst Glazed Molded 1 1213 2022 No Y K Yale WA Open Composite Edge Fiberglass Double Door with a wthoul Glued Melded Open Sdelites (Insvdrg10utswing,XXtx OXXOconfagu,bcw I 16 P. Themes-Tru Fiber-Clusic and Smoolh.Sler Nominal B&M3 ,8 &9 otl npsctAquot Opaque 121312022 No Yes Yale WA Composite Edge Fiberplsse Stale Door with Molded Open 9ddibe(s) Onawin210utswinp: XO, OX or OXO configurations) 17 of Tharma-Tru Fiber-Classlc and Smooth-Sber Nominal 6&M3g8 &quote mpectacuot Opaque 12011= No Yes Yee N/A Composite Edga Fiberglass Double Door wth or Without G lazed Moiled Open Sideline* (ImaWrgf0lasvJing; Xx or DXXO connguratlons) Florlda Depertrrrertt of Business & Professional Regulation par 1 oil Building Codes and Standards 115g21 Product Approval Application Detail Goh Bashi at pal pie 2ite3'udm ah link vtmlm M&MdlGtl= correct anainm a LICWM valmsed av Ysllalna lea PSC Approval Approved as= planation 2020 PGT lnduslrles Jene R-dd Memf-Dade BCCO-CER fill mi-Dade 9CCO-VAL IVIS 020 ioao 02o 1124r2020 Appr"d Category: Fnledor Doors (941) 48&W00 (711e) 315.7600 SrarCategoryn Slldng Exterior Door A.axMles )rosowahrspte dukil.e.e Compliance Method: cwllth: nlon Mae a Using hnn Quality Assurance, AMG Mfa Use approved for Use tlpm 929M $agr wee s=_eewin. CsglaetJDmlYl2aaete in MIME 2MWdLd= alWdut Prosarrs 8 t)0D9870 (Loge ew-m Impad) Vinyl 9aing Lan Doe 04/1N2021 V. Yes Yer NIA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET,, As required by Florida Statute 553,842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a CategoryllSubcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-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 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL604 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem lank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Solt FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NiA 12/16/2022 B. UNDERLAYMENTS Tamko (tor Shingle Roof) 151b Felt Underlayment FL12328 N/A 6129/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 NiA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/912026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boras Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 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 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Businsers& Professional Regulation pager of Building Codes and Standards 1n5ao22 Product Approval Application Detail �,mro1 Ye, ,�, •,1 �l a :� 1 a, n4 �m�q,�, w` c� ?� re d6-&i' .-..,. 'X!k' '���IM�.) .. W.. - ..� �^T� vW •rna �^"�-'tilirp�. 4 ap';,�.7�k""$a.la�, .��n ,. ,. as±'ee°r' �,.. �ks gpga F,a(Ity er j� Dote Pendlno go L21 Version Manufacturer Contact Enalrleer A License Validated By yaIidAftd Submitted FBC Approval Approved Bmpta Revision 2020 Thermo-Tu Corporation Stave Jasperson Lyndon F Schmdt P.I- Ryan J. King, P E. 07/2372020 07M24WO 0712WM20 101132020 Approved Category: 2,barior Doom (800) 843-7528 PE-43409 (813) 7674 W SubOldogory; Swinging Exhorter Door Assemblies grlaperaon®memasw.co Compliance Method: Evaluation Report from a rn Florida Registered Archloct a a Licensed Fbrido Pit Professional Engineer Ben a Product Me". Number or Name gillillitiLhalijaila Produrt Dooerieton Contrast Expiration ACorowd for Use Aoelwwd Date In Outside for the HVt2 IMAM RaoulRashrount Arden Pmwre 1 a, Therms -TN Fiber -Classic and Smooth-Ster Nominal 86030.8 Squo :lmpact6quok Opaque 12131r202P Yea Yes Vas WA Compaite Edge Fibergloss Single Door (Inlsl+rrg/Outswing; X Configuration) 2 It. Thermal Fiber -Classic and Smooth -Stu Nominal 6&A39;0 aquCLlmpaaMquot, Obvious 1213172022 Yea Yee Yee WA Composite Edge Fiberglass Single Door WM Sldolto(s) PfurvAngiOutowing. XO. OX or OXO mnfigurallons) 3 C Therms -TN Flier -Classic and Smooth -Star Nominal6&NBe;a Aquotlmps llclua; Opadlua 12/312022 Yes Yes Yae WA Composite Edge Fiberglass Double Door with or vUhout Sldatltas (IrdoMmg/OuteWry; XX or OXXO configurafiony 4 d. Therms-Tru F10M'-Classic end Smooth.Ster Nominal $&Wn;0 AquotlmpacMqual, Opaque 12012022 Yes Yes Yale WA Composite Edge Fiberglass Single Door OnswngfOuste ; X configuration) 6 e. Tharma.Tru Fiber.Cbeait, and Smooth -Ste, Nominal SAM3G0 Agwtlmpackliquot. Opeq,ae lwif 02.2 Yet Yr Yn WA Composite Edge Fiberglas Single Door with Sdolke(4)(IrtavringlOrMWng: )(0, OX or OXO configurations) 6 t Therma-Tu FIGr-Cuu1c and Smosth•Star Nominal 8&MO iquotlmpaaAqum; Opaque 12/31 r2022 Ysa Yes Y" WA Composite Edge Fiberglass Double Door Wm or without SldWMae (Irsrvingl0utewhng; XX or 0)0(0 coneguob... ) 7 g. Thermo-Tru Fiber.Cessale and Smooth.Ster Nominal B&SM,,6 8quotlmpact8quot Glazed 12/312022 Yes yea. Yea WA Composite Edge Fiberglass Single Door Ot:wineW ngfOutng; X configuration) 8 h. Therms-Tru Fiber-Ctaesic and Smooth -Star Nominal 6&0*8 Bquot:lmpaa8quot Glazed 12r31I2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Wth Sldelka(s) OnswingfOutewing; XO, OX or OXO configurations) 9 i, Thermre Tru Fiber-CWWc and Smx)mh-Star Non ina168e30;8 8quot:ImpacAquot Glazed 12r31f2022 Yea Yes Yes WA Composite Edge Fiberglass Double Door wim or wthout StWltes (Inawingl0utawing; XX or OXXO conngura8ans) to ) Thermo-Tru Fiber-ClaeWc and SmoothSrar Nominal 6&MO &quotlmpaot&qua; Glued 12/3112022 Yea Yea Yee WA Composite Edge Fiberglass Single Door (Inawng/OuMwing; X configuration) 11 If Tlrrme.Tru Flear.Clossle and SAnoollHSter Nominal 8&;VWQ squotlmpactarquot Glazed 1213112022 Yea Yes Ye; WA Composite Edge Fibeglass Single Door Win Sidolks(s) (IntrormWOudWno. XO, OX or OXO configurations) 12 I. ThemltTru Fiber-Chasic and Sit ooth-Spur Nominal $&#39,0 8ghutltlmpact&quot Glazed 12/312022 Yea Yes Yes WA Composite Edge Fiberglass Double Door with or without SdWhw (InenMrsiOuWwireg; XX or =0 configurations) 13 m. Them'a-Tru Plbe-CW0c and Smooth -Star Nomine18803B;6 Aquo;lmpactAquot Opaque IZ131 r2 202 Yes Yes Yes WA Compaste Edge Fiberglass Single Door v.0 SquotNorrlm cell quot Sidellia(s) (InsW ne/Outawlns; XO, OX or OXO wnfgurartbna) 14 n. Thorma-Tru Fber-Cloule and Smooth bb r Nom1ne166d3P,8 8quotlmpn3Mquot Opaque 12J312022 Yss Yale Yr WA Composite Edge Fiberglass Double Door vAm l quotNon-InvsaAquot Sidelites(Inswiig/Outswna; Oxxo conflguratbn) 15 o. Therrint u Fiber -Classic, end 6rtrootrr6tw Nomina18AN39;O 8quCaj p &quot Opaque 12131/2722 Yes Yes YOU WA Composite Edge Fiberglass Single Door with &quotNon•Inplectiquot Sdelits(s)) (InaWnglOvIrmn ;XO, OXorO%Ocordtguratbns) 18 p. Thermo-Tru Rbor.Clmlc and smooth -Star Nominal 8&939,,0 Mquotlmpoctliquot, Opaque, 12131I:= Yea Yes Yes WA Composite Edge Fiberglass OW ble Doe Vieth aquotND Inrpedaquot Sdelltae (Inewng/Oulawg; OxXO configuration) 17 gTherml-Tru Fi bar.Chsec and Smooth-8ter Nominal aAe3s$Squat.Non-ImpadAqu*; Opaque 12t31 r2022 Yes Yes No WA Composite Edge Fiberglass Single Door Onsw(ny0ut emng; X confgurar ion) 18 r. Theirm-Tru Fiber -Classic and Smooth -Star Nominal O&M..8 SquotNon-ImpsaAquok Opaque 12/31r= Yes Yes No WA Composite Edge Fiberglass Single Door with Sldall e(s) OnavangiOu9Wng; KO, OX or OXO configurations) 10 s. Therms-Tiv Fbsr-Claeeb and SmoMMStar Nominal "030;6 Isqud;Non-ImpedAquot Opaque 12J312022 Vas Yes No WA Composite Edge Fiberglass Double Door vAth or Wmout Sklalitec (IrslMrgf0ut aWng; XX or OXXO configurations) 2D I. Therma-Tru Fiber-Clessie and SnoodlStar Nominal 8AA39D 8quotNon-Imppa8qulx, Opaque 12/31/2022 Y_Yes No WA Composite Edge Fibsrylaele Single Door (Inawng/Oulsvnrlg; X mnfgurodion) 21 u.Therms-Tru Rber-Cleesic and Smooth -Star Nominal 8&M390 Aquot Non-Impecx8rquot Opaque I2/31r202Z Yes Yes No WA Composite Edge Fiberglass Single Door Wth Siwlko(le) (Irswlnwoutewng: )(0, OX a OXO conflaUrvitone) 22 v. Theme-Tru Frber.O.". and Smooth-8hr Nominal SM30:0 Aquct:Nory lmpea6quot Opaque 12/312027 Yo Yes No WA Composite Edge Rborglasa Double Door Win or Without Sideli[Ms NwMrg/OutoMng: XXor OXXO configurations) 23 w Thorme-Tru Fiber -Classic and Smooth -Star Nominal 6&N*,$ 4qugtNOn•Imp%WWu0l; Glazed 12131=22 You, Yes No WA Composite Edge Fiberglas; Single Door (Inawir,anutewkg; X Configuration) 24 X Thams-Tru Fiber-Classe; and Smooth -Star Nominal 619,006 AquritNon-Inpad6quot Glazed 121311=2 Yes Yos No WA Composite Edge Fiberglass SkVlo Door with SldN ka(s) OnowrglouhWng; x0. Oxa OXO CDtlfgurptions) 25 y.Theme-Tru Fiber-Cisa We and SmootMSter Nominal 811,039;6 AquotNon• Impoollquot Glazed 12t31r2022 Y" Yea No WA Composite Edge Fiberglass Double Door Win or Wthout SlOolltas trreW rg/Oubwing; XX or OXXO Configurations) 26 LTheme-Tru Flbsr.CloWcend SmootM16sr Nominal 8&":0 AquetNon I"Aloox&quot Glued 1121312022 Yea Yes No WA Compoome Edge Fiberglass Bright Door (In"MigfOutownp: X configuration) 27 zo. Thermo Tw Flea -Classic and Smooth -Star Nominal B&M.0 &quotNaM lnvool8quot Glazed 12f3112022 Yee Yea No WA Composite Edge Flbe9lsis 8egie door with Sl=a(s) (InsW nsK)utawng; XO, OX a OXO configurations) 28 zb. Therme.TN Fiber-Cloaeie and Smooth -Star Nominal 8&039;0 &quotNon-Impac4Aquol; Glazed 12/3112022 Yes Yea No WA Composite Edge Fiberglass Double Door W m or whout Sidelitee OrworrglOubsimng; )0( or OXXO oonfgurations) Ronde Department of Business & Professional Ragulabon Pegs 1 er2 Building Codes and Standards Iffiml Product Approval Application Detail "Ark antlh'of, 20 2" DK,loaDdOR an 1Y11 ya,a m le-t..hYm Cooled EA i,,& Li.ppta xiamism )LMgam AuDgWM tat Amrad ARMUM aam Rewsdn 2020 MI Vaddwa and Doors Item Shlrya Luis Roberto Lanes Steven M UACh. PE IWILM20 1W82020 IOMA7020 12flyn2o APpwed CareOay: Eleanor opera (717) 3M-0300 PE -MI 4 017) 317-8454 30CMegory; Slldno Extorts Door Assemblies ..,oeq*nn*d.can Compliance Morroct Evaluation Rabat tom a Flodde Ray Wend Ardhnled or t Ucalsed Fronde t Prorexdnal Enolhee ,ggylp�aay[a�, Acmlevedre Use Approved for Use l aag paam 12" ProdYPt. Description contract .aulillaiipout InKi&Z outsideNVNz Rowtat Foreteln 1 SERIE9420 ALUMINUM 6G0 SERIES 420ALUMINUMSOD OXO 121312024 No Yn No NA 145•Y48qua:ll olovot NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420ALUMINUMSGD OK XO, XX 12212024 No yes, No NIA 9aiaMdX808quat NON•REINFORCEO 3 S8R183420 ALUMINUMSGOREINFORCED SERIES420ALUMINUM SGO REINFORCED OXO 17012024 No yes No WA 14y,3/48qua:xflra'""" 4 SERIES 420 ALUMINUM 800 REINFORCED SERIES 420ALUMINUM000REINFORCED CX, 12012024 No Yes No WA x0, XX 988quaX984qud: 5 3ER155420 ALUMINUM SW REINFORCED SERIES 420ALUWNUM800REINFORCEDXXX 12012024 No Y. No N/A 1438RW:4116qud. Florida Department of Business & Professional Regulation P.g.1.fa Building Codes and Standards 102021 Product Approval Application Detail G" thdbo or age 29A ag Leaoalm tau Ida. Version llarturratituuar coned lippleeer & License vilmiAtd my Yeilaam SOMM FAC Approval a9a[p11u FAM& RWASW 2D20 Wayne -Deem, a dwdan of Overhead Door Dwayne Kenlsh Jhhne Scans JoffyP. Am-, P.E. 1DM212020 O420=20 10/230020 12M62020 Appro.ed Corporation (330)7n,11121 PE-51737 (904)821.5200 Calsgey: Esterla Dome dkormsllmwayno-Uollen c eWCdaacry! Stational listarW Door A. -rich" an Complleee ladho : Evtivalivr Report cam a Florida Registered Mclhoect or a Uosnsed Flodde professional Entinee g2a(ltv,ya,aapnk Aaaavn lot she amtalmtaLUse Im a into sine IstraducIOncripton Ill00lL Quitelde, mBS &edAtut Premium 3 MOO/810N6200 M1103 MAU. No. Wteh. 44&M, Max height Cladng 12012023 No Yet Yes •31.00F36.DID avollebio In top a Intermediate section, 10 6omiON200 e1123 16W39: Mot wldlh. 14sew,, Max harght. Glazing 12012021 No Yes YN .30.00.03.50 a"Ill In top or Intermediate section. 11 60004100*20001124 16"*1: Mail Won, 148M *. Max hoot Olaing 121312023 No Ya Ya •3441A36.30 mkWe In top or Intermediate seelbn. Florida Department of Business & Professional Regulation Polar or 1 Buldng Codas and Standards 11502021 Product Approval Application Detell � �5y, �a.♦;�y��yL ryr y` ,� p .�r�rasy a1� 7y Y n. . .p#'. ` w+,�LC1,4e1'.-itA!1'k'+rtey�r.`�.oail"e..W 'ti%.�.il.R"M1 «. A' ..__ .t a. c'nd._,.a w,. wr[V. QQft 1nlM[9[ pun 2" Dee Psrespp tAu I= yg,ion sommom 2111111111 Entlrcer&llxesse Yet xdpr(ed namlam LwLagwmk huana Alba Re\/sbn 2020 Curdles Division ofAADG. Inc. Tom Ratlay UL LUG Troy Bishop. P.E. 12J16/2020 12f01n020 1221ra020 Approved Category:M Elea Doom f 841) 494.2013 f954) 947-0680 edCCategery: Extedw Door Components tan.ra6eye.sstebly.c. CarreilWlce Momod CortlReation Mick or LRMg sin rtolt6374UPtod .h Ouele, Assurarica AOorowdror Use Approved for the know D"IM Sind wplga�er.rrmheawm. PrmuelOsaaYrien G2o1rsGFAm[ilugo Lath i 2UWWR tlZ aesllers msws 1 907, 707, 727, 747, 757, 777, end ear Single and Pets of Flush. Glared, and Louvered shglaand peen a 12012025 Yes Yee Voi WA Does hallow metal dome. Florida Department of Business & Professional Regulation Pop I Of Building Codes and Standards 1 50=1 Product Approval Application Detail .'�i ^, rr�W •�7,d' , . 1 al�*n'' ..k �k�,fV"`$ �`�t'1tir °'IGnr' �wu�r i'1Y;: Coda BMMv or Oda Date Dda Penitents Otit 712E YKWM slammalm. 2 EM EMlnesr & License YaWaog.9E xow m t'alFmRm Fac; Am..ar aapraym laehlt Revlslon 2020 MI vandows and Doors Brant eitloow American Architectural Steven M. Urm PE 11/170ZD20 111172m20 11272020 Aplxoved CotogDry: Windows t717)305-3300 Manumclae,Asseclaori (717)311-8454 ltaCalogOry: Single, Hung bu lroorardwd.com compliance Method: CeNledon Mark a I.stlng 2WW LaUKM Acc raved fa use Agmaved 1a the kWAUL 21MM $ma R enxt Modal Nurrhhe or Moms Product Casollothisin iW&Ad 6targion pat In HYRZ 21aalb NVAi tttnhtfunl P9eWtt 2 185 8FI 52X72 FlnlFings Frame IGI9G 8holo Hung 101092023 No Yee No •601-60 L4rhllneled Glass N N Cn -Cu L 2 cal }a ./0 Cn V�' A l W -0 U O 'f✓ v/ a c 0 i_ -0 � O CU .Cn 'a ^0 W O Q Cn CU C �//�� ,0 .= W Q Z Z W J Cn N ul cc C7 v CO3 iz "a C cal U C5 'M C �G N 11� cl C3 ` VN1 Tg N L w 8V G7 X G7 tZ as • 3; E •s--' C GO O G O: c) -CK 3 40 N • u ry w G C T W a C a Cn QD E N CU cu > 0t i O CL Q � U O L W U PeV m O L w� Q W Z Z Q J a SHEET N0. PA 1.0� Florida Department of Business & Professional Regulation page of 9 Building Codes and Standards IrAM22 Product Approval Application Datall aalti MOKYor 210e 120 amPeddim 20 Tel Xafllaa M0010e tuw ggpgYa Enamor & Lk:anvo Ypidow By Yiliall EYOmftd ll Approval Approved II{Ilali Revision 20M Thwma•T.CotpomWla Steve Jsaporaon Lyndon F. Schmidt., P.E. Ryon J. Kong, P.E. 10107f2021 W182021 10r13r2C21 12,15f10Z1 Approved Datseory: Exterior Doss I843.7M PE•4340D (et 3) 787458E aubC*tWfy. Evening Dual DoorAuemaids eJeoperso*thermatru.co Compliance Method: EnluatlonReport from a m Fbrkla Registered Atonal or Uoemad Florida PLA20Ytdtl:Plvtlaata Prdeseiond Engineer i21litl692MOAAV.MU ADarausd rod uB Jmalil 22WO ggj Product Moral. Number Of Name Product Dncdgdon contract ExDkvftn Doh in HVHZ Outside HYM RBhOM Pressure 1 a ThermaTm Fiber-Clesao and Snloodl•Star Nomlral SWI &quctNon-lffvoa6quot Opaque 12J31I2022 No Yea No WA Composite Edge Fiber2km Staple Dow (Innning/Outswinp; X configuration) 2 b. Thermal Fiber -Cloak and Smooth•Stor Nominal 6fill &gust Non•Impoapquot, Opaque 12131/2022 No Yea No WA Composite Edge Fiberglass Single Door with ,9de4ib(s) Onsw(nglOutrc trig; XO, OX or OXo canfiguretiona) 3 c Thermo -TN Flbar-Clsuloand Smooth•Sbr Nona 56039;88g1otNen-Impacki Opaque 12t3l/2022 No Yes No WA Fiberglass Composite E098 Double Door won or without Sklelltss (IsWrglOtlteMnp; )M or 0)0(0 wrifguraluil 4 d. Therrrla•Tru Fiber -Classic and Snore -Star Nominal 78till quote,,Non-Irtpackdll Opaque 1213112022 No Yes No WA Composite Edge Fiberglan Single Door (Insming/Outrul X comiguratlwl) 5 a Thermal F bw-Cimic and Smooth-Sbr Nominal 7&X*,,0 AtimtNon-Impad&quat Opaque 12/31/2022 No York No WA Composite Edge Fiberglass Single Door with ,%ddiWg) (InawinglOuteWrlg; X0, OX or I oonflguratlonls) 8 f. ThermalRbar-Clesso end Saloom -Slur Nominal 8&All SquoCNon-ImpaoBquok Opaque I=112022 No Yee No N/A Composite Edge Fiberglass Sing Is boor 9rrsYdngrOutewhD; X coMVumbon) 7 g• Thermal Fibw-Cawic and Smooth -Star Nimrod 68Ill &quotNorrlmppd8qui Opaque 121312072 No Yes No NIA ComptsAa Edge Fibwgiaw Single Door with Sidelsol Onsvl4rg/0lutel XO, OX a OXO configurations) e It Thshil ru Fibw.Clsseic said Smooth -Star Nominal BAIYng;O AquotNon-Impal&quot Opaque 12/3112022 No Yae, No NIA Composite Edge Fiberglass Double Door v4th or vd6aut Welafls (Inawlrg/OutrMng; XX or OXXO onnegurabons) 9 i. Therma-Tru Fiber•Chssic and SmOolh•Shr Nominal &(Y3g:88quotNon-Imprkct a; Gazed 12/3112022 No Yw No NIA Composite. Edge Fiberglass Single Door (im4long/Out*wN, XoWiguladon) 10 } Therma-Tm Flber-Claselc and Smooth -Star Nominal Bell &quotNon4mpaY&qubr; Gtued 12/3112022 No Yes No NIA Composite Edgs FlbwglaaSingle Ooor WM fiidelNe(s) (ln&vu19"AmMng; x0. OX or OXO configuratons) 11 k Therma•Tru Fiber-Clasao and S morl4br Nominal 08018quotNon-(mpaa8quct Good 1218112022 isle Yes No N/A Composite Edge Flbwghw Double Door with or vdthoul Sldellhffs (InwAnWOuaiMng; XX or OXXO configurations) 12 L Therma-Tru Fiber -Game and Smootn-Star Nominal 78839,,084udt tri-ImpxdBquet Glazed 1219112022 No Yes No NA Composite Edge Flbwglae Single Door Onowing/Outroft X wrdipvration) 13 m. Thermal Fiber-Cla wand Smooth -Star Nominal 7&#W;O&quottlon-Impsct8quct Glazed 121312ow No Yes No NIA Compodha Edge Fiberglas Single Door with Sidelae(e) Onawiag/0ugwinp; XO, OXa OXO configuratons) 14 h Therme-Tm Flbw•CMsa and srroom-Sur Nominal U4139:0 &quotNon-ImpoeSquct Gazed 123112022 No Yes No N/A Composite Edge F1bwglm Single Door ormwingrolawhg; x comguraron) 15 0. Them Tm Fiber-Cbwlo and Smooth-Sbr Normal 68011 aquotNon•Impwx6quot Glazed 12/3112022 No Yale No NIA Composite Edge Flbwglms Single Door with )0, Sideliti i ntpningfOutsNotil OX or OXO mnfigurvill 18 p. Therma•Tru Flbw•Cw"ic and Smoobf.SMr Nomnal 8&e39;O8quo1;No lmptact&l Glazed 12/31 il= nb Yet No NIA Composite Edge Flbwglam Double Door Win or w6lout Sidelines 0 nsaring/OubW na; XX or OXXO configurations) 17 q. Therme•Tru Fibw•Ckmic and Smooth-S1ar Nominal 06e39:86quctNoil-Impoolificlt Olal 1241I2022 No Yes No NIA Composite Edge Rboglam Sing Door Wth Transom (InsW ng; O/X configuration) 18 r Themu-Tru FiberCMmb and Smc rthbYar Nominal 08039.8 &quatNon4mpactAquc)t Opaque 12131l4022 No Y" Na N/A Campcobe Edge Fibwglsw Single Door will Sidelih(s) and Transom (Insroorg70ub1hing; Ol Oil or 01OXO cerMguradaa) 19 a Therma-TN Fiber-Classk: and Smooth -Star Nominal 8An9D;84quotNon4mpap8quot Opaque 12f3V2022 No Yes No WA Composite Edge Fiberglass Single Door with gdelb(a) OnsvlmWOuWWne; XO, OX a OXO Continuous Head and 610 configurations) 20 tThen1ol Fiber-CMwk and SmaoftSMr Nominal 88fil8qual;Non-Impstl8qudt Opaque 1213112022 No Yea No WA Composite Edge Fiberg lass Single Door with Sildelra(c) pnewinwouwmrg: XO. OX or OXO Continuous HmW 4vd Sill aonfigumbmw) 21 u. Thermal Flbar-CMwk and Smooth -Star Nominal S&III &quotNon-lu"CULquct Glazed 1 Mir= No Yes No WA Composite Edge Fiberglass Slagle Door with Sldelee(s) Onsw rieloutawrlg, XO, OX or Ol Continuous F*W and Sill osnhgurauorw) 22 v.Theme-Tin F k2wClassic and Smooth -Star Nominal 8&WM:DBqut Non-Impmdpuot Glared 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Door with Spatia(s) OnswAngrOutaioll XO, OX or, OxO Continuous Hated and Bit configurations) 23 w Theme-Tru FlberClassb and SmoottrStar NO.IralB& i 9quotNon-Impad6quot Opaque 1261/2022 No YB No WA Composite Edge Fibegkw Door Panels with Vented Siddea(s) OnswinWOwbvdnp XX XXXor X)OO( oorifgpiratiorne) 24 e. Therma-Tru F,berC)aswd and Smooth -Star Nominal SBrtl99;0 &quotNon-InV&d&quot Opaque 12/31/2022 No Yet NO WA Composite Edge Fiberglass Door Panels span Vented S)delte(s) (InsWnWOlrbakg; Xx )00(a X)00( configurations) 25 y. Therme-TN Fim-Clowitand Smoolh.Eter Nominal6&a3B;8Aquoe,Non.lm"etgquot GIOM 12131/20M No YB No WA Compass Edge Fiberglass Over Panels wail Vamad Odelta(s) OnsvAnig Outewhg; X)( Xxx or X)0(X Oo NUMOons) 28 z ThemM•Tru FiforClall and Smooth -Star Nominal S&M;D&I Non-Inlpecl&quot Glazed 12131/2022 No Yae No WA Composite Edge Fiberglass Door Ponese Wet Vented scwb(g OnowngroutiaAk ; xx, xxx Or Xxxx oondlguradons) 27 zs. Therma-Tlu Fiber-Oawic ant S., sood -Shr Nominal S8/KND:B&quckNonJn*cA&quot Glazed 12/311= No Yes NO WA Composite Edda Fiberglass Single Door wth 3810 Sideial Onswing/Ouhvug; XO. OX or OXO oorfturedons) 25 zi Thaml-TM Fiber-G&sic and Smooth -Star Nominal 66fill 8quot Non-Inpabl9quot Glazed 12/31/2022 No YB No WA Composite Edge FlbergMw Double Door with 3039A Siddiees Oita ingrOuacMn¢ O)O(O Pwlflgurston) 29 to. Them Tru Fiber-CMWo and Smooth•eter Nominal 56g3R05rquotNon•Intpata6quot Glazed 1213112022 No Yw No WA Composite Edge Fiberglass Single Door wth 3AM3D 0 SideBEo(s) Orrnatyss))WnWOubvAng; XO, OX or OXO 30 zd Thor-TWFAIw ssi -Oao and Smooth•Sar NmftX.101 9;0& otNon-1 1213112071 No YB No NIA Composite Edge Firglass Double Dow with 38i39;0 Sid#Wm (ImmorWoutopi OXXO configuration) 31 we. Therms-Tru Fiber• 42MC and Smurhaar NominalMail &quotNon4fnPOc Bgllot; Shakw 12/312022 140 YB No NIA SarMs CompoNb Edge Glazed Fiberglass Single Door with a Without 11L1 Sde18e(a) Orawing/Oettewkg; X, OX XO or OXO oonfgun(tiona) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FLM62506R31 aEntity or20 20 go 20 ail= URI V&rS[On Manul acturer Conte l ingkina Validated ev Validated aSubmitted PlIIding. Aa2tiZY!!1 Approved Revision 2020 POLYGLASS USA MouryAlpert Licanse John W 10/2S/2020 1022=20 E. 12/1512020 Category: Roofing S954233133OSmalpert®polyglaw.eom Robert Nleminen Knezervich, PE ORRDZYal SubCategory: PE-59160 (964) 772.6224 1111 Undenayrrigonts Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Products FLA*21694q81 W9 Product Modale,Nnbg or Name Product OwndWo 1 PolyglassRoof Undarayments Racingurelerlagmlonts 10121/2022 No Yes WA 4WAI.022Z 1 Polygia" Roo} Undefayments (HVHZ) Poipplaw roof undenlts ayora for use In FSC 12/231= Yes No WA WA HVH2 )udadlotlaa. 2 PolyWass Roof Undelaymtnts (non-HVHZ) Pdyglt" roof urslenayments, for use rl 12/23I2023 No Yes WA +WAI-022.8 PBC norr-HVHZ Juds llabore. 1 Polyglass Roof Uncielpymalts (HII POlygla" roor untlanayments for use In FBC 12/232M Yes No WA WA HVHZ adedbrora. 2 Polyglass Rod Undedeylllants (non-HVHZ) PoPayygglass rotaundonsymer ts, for use in12/231= No Yes WA +WA/l FaC non+i Iudediot w* T Polyda" Roof Undorlaymwn (HVHZ) Polyglot" roof urKlerlaymernlet use In F16C122y2023 Yes No WA WA HVHZ)unsdkAorm, 2 Polfida" Root Undethyrrlk;m9 (non-HVFIZ) Polyglot" roof urderlaymerts, for use In 12123/2023 No Yea NM +WA/-022.5 FBC nan4HVHZ Judedlo rions. 1 Polyyase Roof Undarlsymente (Hill Polygla" roof undeiaymeras for use In FBCf2123R023 Yes No WA INA HVHZ suns dicgdra, 2 Polyglass Roof Undodnments(non•iNVH21 P*910"MWunderlaymenas,for use h 12/28+2D23 No Yes WA -hill Fill nan4HVHZ )urhdictiwor Florida Dsparlmont of Business & Professional Regulation Building Codes and Standards Product Approval Application Detell nor I an ate+ `son soft W 2" am RIMbRdw in m MAgllaaiWY rg= lmhtrmgu iLVAIMMI lei Ydwl ml fun F11Q PAmw" ttsuA Rewabn 2020 Mnek Int, rAn wwam ICC E•dustien SVMI LLC ICC Evaluation SOM". 06n 12021 OANO2o21 01111211421 AW-d co"w .. auwt i culp".ntt t$6z) 606.Ml LLC. al 13CanpOK Truss Plata a ldonCrldl.wn (209) 6".OWO Companies mohed: Evdustlen Room flwn a Product Ewlutlon Enely trios amte AIROM Aconnd for Uw Approved for UN YnAd 22mm late Pro" YodiL NLN&w Of Nwla Pral ODWOUM corwar Lmlrstlon Ora In mvm %ttAJ: s tiles PiNwr9. 111 16 9. high Strength trags:enRMW pate 12212022 Year Y.. NA WA 2 M15GHS 10 ga. super high a0andh trust Connector poste 12131rM2 Yet Y4. NIA WA 3 hall is 10 ON. truss connadw Pate 12/312022 Yea Yet NA NIA 4 MT1843 18 go. high stWoth Wes canned& plot 12/312022 Yes Yea NIA WA 5 MT20KS 20 os, high shoo rugs sonneda pate 12/31=2 Yee Yes N/A WA 6 11.10. Mils to ga. wneannod. Pea 12/312022 Y. Y.. NA WA ? 11.20. M720 209L ticks connector plat" 12131=2 Y" Yet NA WA 206 mia yellow MmIGMWIs AR rrMim 2020 POT Industries COADW Wndows aubCeegcry: "a Hung r:prpIia Method: Cwt mmw Monk or usel ANA Pro" Youtal audios a Mama 2 GHwoo (Large III i nped) Fonda Departmord of Business & Professional Regulation Pool r1 Building Codes and Standards I1512021 Product Approval Application Detail - roam am ➢tea RXL&A" a" cmm bMYt.w t ue.w vaimaid ag YAW" eaamitl.4 IIIAm[mal Approved i1Wlm Jane Ro...W 1AI.n+C%d.9000-CER Ml ml-Dore 6=0-VAL I1f11I 11g312020 11A112020 APprol (941) 488-01 DO Oft 313-25" Iram oklOoOnowmes,c am aWOLLAeN OM AGM MarKM ABUMMUMME kma go" pro" Dmmizow Lost In NVM Oaddal,p� StllmA t Pfou I . Mail 8"1. Hung Wit 07202026 via Y.. Yea WA Fbnda Department of SL amass & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagr 1 .11 10=1 GaAs ammo as au 201m" 2ms iota version Manufdum cared lmalmAkow VdMdad ore YMiatlal ALIMIM fee Accrued A,,r,,,t tIWLL ARMWW 2U20 POTlnduselm Jana R.M.W 1A.m40ade Ill -CER liffi ads BCCO-VAL 1110=20 111062020 lim"2020 Approved Cat.garin Wlndawo (041) 4860100 (700) 31 SQSN aubCalse ur. Mad )rosenkf&90rlouWeac Compllana Method: Callnda(lon Moto a Lla lag Om fJaliildOZiRadrcta AmAeae r r Ilk t(rp � gp� foal Pr dwt Ypdat laamer al a- Capitol i>dr tion Da, In lrAli 2Jlmd, HVHZ Resident !mill. 5 PN-5520 (Ceres MMdM Ini MIN PhM Will 0430ims Y« Yes Y. NIA Florida Department of Business & Prof4aslonal Reguaton Pop i oil Building Codas and Stndards ta=l Product Approval Application Detail 12A mm version Mmidi r m Ravtdon 2020 Jam" Fardle gWgn9 Products. Ina, ConDw. . Panel Wells "C *Wry. all Conpllsnce MoMo* EwWMOn Report tom & Florida Rog)do.d Ard9led W a Uanaad Flaky Pronasbne Engineer . Anti Product Now, hmba a Nam 1 Canpl.nR Lao adng 2 HedaPl kLap adieu Florida Department of Business & Professional Regulation Bulking Codes and standards Product Approval Application Detail Pose 1 art I6=1 • C90 iglae.9C Qmt 2AtA OInb000g lime . lyAA YJIC" skmaralo( span lamouLLik= kmwlullt yritlsW 1gOmIYW LllAmmnl Abanlal Wen R"Non 2020 MI Windows and Door pram altrnaor American NehNrdurel akmn It U1eh, PE 10DS7020 iwwo" tme'2020 Approved CKODW. Whdmwe 1717) 363.3300 Manulatuni Association (117)317.8454 suboatstill Hans l9kdw Itamhgar(gmMd.wm CwVlbnm Mehd CwtlAcMon Mink or LMtlng dada rtrtess�aer QudlLVdaala0ss AnKowdfwWo AIocrwmdfwUw Impel gpsm Lai F".d mLDesgtiWlaa 2at le.tlgiL a bum mm laagm Hl sma 1 Ha 184nnndPMnpr Prnla 731421noulatsd01ew 02n62024 No Yer No r51 Peas tits VeOlon Mmnubmau- R-I sign 21120 MI VAnd&vs and Doors DespoilWind- eecato(ppry: MG.. COVIbngs NSMOM fivaWMon Repot iron a Floida Roode.d A4dl"d or. U-"d Flood. Prdessi nd Engkro. tlltliiL%mi mwu isaa 2 57H Florlds Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pair t d1 1151 to mm anA Lk-, Validated a. VW Wtm gftig(pg P> AYi,-d a m& Brant altlrvw Luls R Lana PE lil M 1.11i PE lWBI2020 101061 10n912020 12MVA20 Approved (717)365-3300 PES2644 (717)317.6454 b"hl7olamlwd.eem 9MIUANUMS AMKogldhLuu Agmasumm k wd 120M Martial Aluminum Mutton 1=11J024 No Year Y.. WA Fbnda Department of Sualnsas & Professional Regulation rao.2 r2 Building Codes and Standards ,awJmi Product Approval Application Detail angry gas 2" Due Passing ass Salt sow an au 2swAWaa 2Mt Sarsta goWaKAllydota kmgdmm INWm d boom 11aaakrsMi An r, Wa non I= YOWO Ianata lraL &Dorsal l MkWAIM M v OI&Aftl.au Ydidmm AbXMM 1512AMING11 AaRmnd leas Chad DlwoN V. Andrei. Ten Jan eetrthera, P.E. 01005/2021 12(142020 olmal ding PAC Awl Ro 4sion 2020 Mid. Will Thompson Lynda F. Iidnmkz, P.B. Ryan J Kit, P.E 02PSM21 OlSM21 02222021 041131 Approved (009, 543-83" PE-81002 052) 381'1 Cdepay: Panel 111 (330)921.2309 PE-43409 (613) 7w-asw ehsd.dNrdhtDiunrMwd stbcaNgom 60% rdhamp-limordsoan e.com Corrp9anas Method: EvAluslion ROpot flora a Plw(OeR gislondArahNal we U-sed Flodde Profaaio..I Endnew 9lWatAmUm A AUXondfar Us IMR O now 96&u ldL&MWlm AmvndWU- Aalmniwteag kand 2olm $QrsM1 OnCthftD tit at MYM Outdo III laslarsW Iamm awe Prodre! MD*L fembw a Name gndod Ow ADOW Contrast RW dlon Data in I'li ouddr w4l RMdws P�t sborc.mool top$idng 12212023 Y. Y. NIA WA 1 0.&W0i2T4elm BcA Vent or Bold Vhyi ads iml, 3 No Yes No WA tbm- -tit MP skiing 1201/2023 Y. Ya N/A WA 2 b 6wdA)Mnce, T46qud: 8oMl Vent or Sold WM SBA 12f31=23 No Yes No WA 3 a. 6qud:GoaOrsr Vintage B"do"$N: BOA Vent or solid Vinyl We 12/3120Z3 No Yae No WA 4 a ►WRt;D5L4uot SBA Vent. Sd(d Vinyl Sots 12131r2023 isle Yeo No WA 5 s.&WtChrt. 061411 Son Vent or Sold MIa*M 12131=3 No Yea No WA 6 I. &quo;Supar Sps"quat Basin Vent. Sdid V"A ads 12212023 all, Yee No WA Florida Department of Business & Profoulonal Regulation Bulking Codes and Standards Product Approval AppllcMian Detail Pass 1 or I ++ Florida Department of Business & Professional ReguWton Bulking Codes and Standards Product Approval Application D%WI Pops, rl am7l Sala lmlar or "t am Dow lemal pion alit am III! I igrsl a linfilill ass Due amsLnd- an ]YAl Vsmar MA,uf mat,- 2mm LziouLA. INM kdoilm YAldstsd A&miaffi iagdmasl ALWMW Visas I= Ymlon MstlNba m GRWA lwi=KA.NS M kddm Alit YAltlmsa lmmom LWIANMM AWLVM imi n R+dean 2020 TAMKO Ruralise Produl LLC Kent fide Raba Nerrinen Jan W. KneasiI PE 1004rim 0921l I0n212020 12,1611 Approved Rsualen 2020 L.V. Tbalpeal, Inc. dba Thompgsn AVchdacWrsi Tony Glnrmm Zwhuy R. PrWo Slmn M until. PE oen1/2D20 06ne2020 0$=020 12Mrill Aypraewl QM.0 :RODE g Milli 824.0644 Pt339168 1954)T7i41224 MartaC M.Y(TAMCOI (613)245-34H P111,74021 (717)3174434 &utiCalaory: Urata.yme t. kem_a0an®Irlao.mm Catogoryl Rowl; Irnyag.nvbtoor.0 om Compllanee Wthod EwMsoOn Repel tan a "CalpoN: Rol Aoal$Wlos pat We an Floods Raolsla.d Mahltli t ore UM%d Florida Inupal Part am. Ral "am Rraupnd Engine. Cdnpllana method EwMMon Repot tom a flalida Reglala.d Ardeed or a Uanwd Flaw Prro"Ionr Enrihe. 12LE Proll MadrL Number er Mera g(rya(�((ppss Aaaesvadrw ue4 AogrmaAliWl Product bmcdcftn S in HWI Outside 10I bgafi 2Amm BtWient J.imas(rs elm AaatrlvW for We Am1wed for IW MM gpmm 1 TAMKORod Undarleynms(HVFQ) Real unds6symnnfor, usehFBCHNQ 08292023 Yin No NIA WA AM& hnduMMarKjkM MAtjk= agasumigaft 992migmkmgwao 01 1i glgrgp= Alm" EM� lmsdco t. 1 TAMCO Flat Top Q*Fldge Vent wkh sell lor no 20 gL ddO raf"dW W with b6Mb OM206 York Yes NM WA 2 TAKI Rod d Uee RodundaoaymenIn l. for use FBC mar 0MI2yes023 No Y NIA WA 2 TRAM Gaaenea Veto 20 OIL01INOM26 No Ya NM soil 1uHeddkMrk. 8 TAMCO ON -Ridge Red Vent wort Bank 20 ga. stage rodvedWw with Integrated bale 09Po82026 Ya yes NIA NIA 4 TAMCO Round Top 00.1ii Vent wO 9oI8e for TOM 20 gL ratio roof vent Ww of bathe 09A62028 Y" Yee NIA NIA am mm law aaD�uYl, Revlskn 2020 all WodoYa end Doors Cateeul windows "C*Wrjr. Read Cwmilana Radio* Cortiraadon hark Or Using Now, Nmb, all N- !mi 1esPw oft an version dlgirgal Affirma1011 2D20 POT ln*,SW" cr.gury, "ndcws ahbCeagi Mil Colrpo.nee Note dt Cer81ose. Merle or Living FL"JttsetoaKm sass Product YocbL Nufiw w thus 1 Wagons for All DOM end Wlndowe Florkle Departmorr of Business & Professional Regulation Bulking Codes and Stendards Product Approval Application DeWI )lnfb or fmaA IOWWm.A.Lamit Y�latl9t sot Wore. American Archaea l elawn la Unch. Pa (717I 3M.3300 Mmu%cafsa A-19on (111)3174474 bcminger®mlMd.cam ►age 1 r2 INM21 ou DNA D Lea tit no Zkw" gohMM fAGAZO" ammum #Jon I l2212020 1122/1020 11all 20 App-W amdbANUMK aammouKim Aranrva LtgLft Imam akdm $ D tBfkelln Dal In MI outmtle "M Eta Bnm(n 73.721-As%d Gloss 041 M023 No Yea No rB0r410 Florida Department of Bualneee & Professional Regulation Building Codes and Standards Product Approval Application Deno Psgr 1 d t 1tp2071 malka nag 20 amAm m am 92ow induKA.UMK VaildM6ar Ydow ammud E9GMlalnl Approval mum Jon%Rocowats W11-4-Cad. MCCD-Call MMm MdsaCCO-VAL Iig611020 liou2020 11/11/2020 APPra+aO (941) 480-0100 (740) 315.25M Irosoreoappinduames c ern adumAL AuguaiLlaJal Amfmrsgfar ump onaAlL aWm 161oduallOnedOw fodud.latmtmcme In.HYHZ OLidcbfAgli stom 0l Emwo. Aluminum Muawr ON262028 Yoe Yes Yes WA Fbnda Department of Business & Professional Regulation Building Codes and Standards Product Approval Appllcatim Denll Pagr 1 r7 16=1 Florlde Deportment of Business & Professional Regulation pap 1 or Building Codes and Standards +N2mI Product Approval Application Detail J S9/s IiM ar an an alabaft alit toga V"W mk"Ukcorw cmed bldb wtUmm VIIIOreepin VetdWW alemew FeCAmmvel ltAWW" inha P.14w n 2020 Floods Maid PNeua%Ind. Clark Jol James I. SOdk.r. P.Eo aawn M. VI PE Os272020 00211=20 10AD42020 12A412020 Appruwd CatoeOry: Rating (904)7&3•s400 COUCKShossorh9 1717)3174454 114C.I.pory; Roofing Aoat.ona meta. an derkell-arm PE•31742 Integral Pepsi Rang all Comsellanee method: Evolurion Report from 4 Floods RegldemdArdlNsr we Uoenad Flodde Pnrsoil Engineer a ttLAUNWR A=Dnd far Use Asrand for Use torpid 2lMm i�e 3- FLAMCO bgtal:RV 10 Rldgo V4toa4ua1o : AArminum Aki Vargo for WtMed tot% fabricated 12111 Ioa- e1HNO Yea lmt al NO WAS from GAW Aluminum Florida Departmord of Businees & Professional Regulation Pape I at Florida Department of Bwlness & Professional Regulation Fri r3 Florida Department of Business & Professional Regulation P.O.1 r 1 Building Codes and Standards +nm2 Building Codes end Standards itrr m/ Building Codes and Standards 1252022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail title dl)Lor no use olbhncim Dort Now-, Sams arm rmor aamp las ram hudm rams IBA! 9011M.91KIM, MEMO Emnvor a Data Pllt OM§ tftdlm D mm vwguD MMWA% on rdam ingow Aumm vaaddad s y mwm Alligatial Past .Aagl> d Atl ,d m ua AM Version Mawdiaus stem smin ¢iNgsost Vdld*Lk kdwkw Llhmke4 il£AM O M AsNwa1sd al" I= Version MagYtsl am Cash= !miller a Licanat Valtlhtbbd.by Validated diliksI ll PBO Approval Aaacmal Skill! Revicbn III Lamanco K.M. Jdley Jana L euOlmer, P.E. limn M, Urlah. PE 112llf= 1125/2m0 1112A"20 ding FBC Appn Reveal 2020 eons Roaring Antlsrsan Ration IAPMO UnRwm EY.u.lbn Goy Mr. Walk. I1,03RD2a 111O 2020 111062020 ApPrawd ReJI&IOn 2021) Global Protection Prodta tor, LLC. Tim Roblman Walter A. Talk Jr., P.E. John W Knaeevich, PE 09/0812= MIAMI= 1010112020 12ilsl Approved Ce.pwy: Rocking (501) 983.6163 PE-31242 (717) 317.8454 cry: Rarill (001) 3004%1 SoMew LLC. (205) 854.0160 Cat GW Shuttws (964) W7646 PE-441a7 W) T72.6224 SubCatapry: Rocking Acmwri othat wean Igdit3Qiane,to.eom subcsgsgory: Roosno ni" RdAnAndetsaaboal.a BgbCahgory: 80xm Panora am.robinedn®gppsM,eom Integral Pan crlM Rooting *arm eampuenas Method: Evaluatlrn Report hems in Compliance MaMod: Evaluation Report From a IMethod: ReotImi a Produn Ewsiumw EnutY alidaRelsOArhttctaa Licensed Flo Registered Florida Rooded �krids Professional prdealonel Engineer ila'OlkmitrodUt t FLAI=240PM&AftQuality Assurance Aeereweiw Ugs AperandSM.lal ko= aatlm boo .ear a War -1� gymgpmgg; BMW am"Aoawved for Um Aoerotvea far UB i gay 91WOuylDaagGt A�laal9tLA9 A .aLiW iR1HW llAmgn 18 awe)$ y�iaga.sail,cWnny ads. Sot ptl Erglldt 1 M• nvM,LO to tr o Ye. NIA WA 6-9 Product Model. Numparor Name Product DomiPtbn CAAract EXW(Non DAD HVHZ Out$100 HVH2 Rae(MaM Pmnmim yoga 1 Deckdi* DM or TRI-BuHI Deck -Air DA-4 p i Low Proof., Pabpr ilI Rome, ROaIVent 12716/M28 )pWill »>tlEtleHYMi lemaki No Y. Ala Pr y .97.Iil 17 Thatch &amp; roper Soapy $00- gin%. Snake soap: SPIN Shake Flat Pra8%-8taklan. CA 12t31202D Np Yes NIA WA 1 20 Goes, Galvanized Stool Storm Patwk*WK Corrugated Galvanlam ized Steel SPanels retained 1213112D22 or not by trades to Provide hurricane Piobotion Yes Y" Yea NIA MAMentaoy, Mlsdled to Plywood Dale, 16 SAsony SOO - elate. Shales &amp; SPIN Steaks Flat Praflle- Risk., CA 1221J2020 No Yee NIA WA 2 24 Gage Galvanized Steal Sorm ParwWNHVFIZ Corrugated Galvanized Steal Strom Panels retained 121 1r= No Yea Yw NIA 10 2D 27 aaany7o0-sh.ko, ads &&asp: SON shake simonyy 100- ahako, Slate &.mp; mm snake TAla Eapena1tamale Flat PI.81aMon. CA imi=0 Fiat ProBM - Rosa, CA 12131amo Hon Proou-Il TX 12131r2020 No No No Ya Yea Yos NIA N/A NIA WA WA WA or not by 1recks to ptxlds humane pru0emon. 26 MIp Law Planes - Kay. rat 12131=0 No Ya NM WA Florida Department of Business & Professional Regulation Pe041 d 1 Florida Department of Business 8 Professional Reguadon Il I of 1 Florida Departmord of Business & Professional Regulation P.0.1 it Building Codes and Standards 11162022 Building Codes and Standards +17202+ Building Codes and Standards v72m1 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail .gad! . Entialar ., 20 art Date Pandindrya Sam KrOwOr 2Aa lime a"ftndaa Dos seta ...• . Sim alto at aslemWDg no ' TW MyrglaA MaoLfactm Conleet EncNreer Is Utensils VaNdattd BY Yolld*ed wnmWad PBCADprovel Asnimil status lima Wall JttgalonlYrs[ radial. Leg Yfamad& vim( §Mom= aALbaKam sae a" BM ximgpsuwwwm Cad" YawamIL& XOW" Alliallaug Psc emmrr AOMgyO �y Rwit itin 2020 AIIAmancm Shullera&nd Goss Mks Sorbian Fai L, Bmrardo, RE Troy Sellop. P.E. 10`1 10051 11105/2020 12115,= Approved ROMM" 202D Acne Si L.M. ICC evaluation Senate. LLC WIINm M. Rentarl. PE 10131/2020 10271202p lVoIl020 10060020 Approved RWLIRn 2020 ComNrdal Concrete Prowoft RGbart 011ie asmuel A Greenberg John Hoy lzma2020 IVIM20 1212e2020 dn9FBCAW, CacteOry: Shutters (S61) 712AB82 PE00461410 (954) 947.OaW C*m wr. st-ti Conponanls (321) 7103377 (407) 041.1s17 C4t6Wr. atruavW Componor4s (64 S) a a-3707 Pill (362) sw-9311 SUbc~rf.• Shan Panels mlksbCalMmeioenshulte erbC~,T. Truss Plata rawaa.IPnoltw.awn subCatatpry: RtOUW Introduced as a Ra9utt IN pncarsdorayshoo.aom Oomplance Moral Enduetid Report from s mcom O.Mllaraa M.thad &W.si on Report torn s New Technology Florida RegiMemd Archlb ct or a Licensed Florida Product E.W.N. Enaty C.mpllwlca M4MOd: ivousion Report flan a Professional Engineer Plodd. R.gl.land Ar.hoed a. Uomad Flood. ►1nsaa7►rmz0 PrcO a=d Engineer fwtnnatzwtm Duality AaeAwra AaerpvAd to Use Aaweveefw Us mw gym erralmrA_ingOa AppmwW for Nee AMM NdforU= JMagi Damian gga FredrYoetl Nhme..aalma ,linpaloog,Destination ngjp Ig-(pfj ,(� ygW Pnewro Egg,E Product Moot), wmlrw a Name Product Dmorlptlo can"" ENOMen Win In NVIR OuhIW HVHZ Restsant Pros rg 1 ITW BCC/Atha Hyh. Bhanplb iH &emP: e) Mehl Camera PMN 12M12m4 Yes Yes NA NIA QAMLApYraOa Air he2muLmLiap to= gpmm 1 24ga Galvanized Stool3tdm Panels 24ge GoNanzed Steel Storm Panels 12/312022 Yea Yee Yes WA 2 ITW BCt3Apss Hinge pM Meld Connector Pinta 121312024 Yee Yet NIA NIA fat $idtMlQ6amt In HVNZ Zue.L tli Rtlasai powal. 3 4 Illy8COAPIro TNIa ITW BCWA;l III Mr01 Corrector Pale 12M2024 mail Cenerw Plsu 12(312024 Yes Y. Ya Yes NA N/A NIA NA 1 Ouahy Proar wComm.tld Conani Product$ Precast and Prestressed Concrete UnMM Os28/N24 No Yee NIA WA Florida Department of Business & Professional Regulation Building Codeal and Standards Product Approval Application Detail Poo al an4rm21 �9 RoLft9dm 2" pt" iftnui wre( carded lhA LJ syaimaod ay Ys4 Su PSCAWFWM ADWGM aABa ROMSW ZD20 Wesorms sw Rob OWcWn ICC Evaluation Sol LLC inn Lath., P.E. 02MM21 101132020 02r0312021 Approved Col rtmor. Structural Components (243)9244478 (BOB) 030-32" auhcatergal EngHeared Lumber Raberl.2i gtweyarha cmwbaraa Method: "Umilon Repo ham a a...- Produa E49stion fiats/ PLOW49il kodu to awwkAum as - AMONWA um AiiONUKMR lmata 2Wm its!goduct bohisolkaloon SM&ROIE drdtmcmt in RvHz add&= !UKU tAma 1 Moralem LVL Laminated Veneer Lumber 03131IM23 No Yn NIA WA 2 Parallel. PAL Partial Strand Lumber 031312023 NO Yea N/A WA 3 TlmbarStrend LSL Lamhabld spend Lumber 03rillf= NO Yee N/A WA 4 TJ Poi eon. Shetuml Campeau: Lumber Or Oriented SIMM 03/812023 No Y.s NA WA board Arm M.M O Wayawnae. Rm Bard Orwdad attend Bard Ron Board ON3112023 No Y.. NIA WA aa zn YVwWan KMAKWa Affirmation 2070 Alpha Aluminum, lac. fl ".V: Penes III subcdq pri: Saes comgla t Mohed: Ewluston Report tom a Flail RegisteredkdhKwt or . U-sod Florida FrcresVm.l Engineer L�lt9i4ldit,BtltlLdtt Yad + Aphe Al.ram 8dld &amp: Vented Aluminum 31 CMU &amp: Wood Florida Departmord of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail lr&w at glow a ALtI t Jae Alva Luis R. Lomas (4071f 5011,2005 PE-82514 s pnsslwmnuninc®yaho *.am Alpha Aluminum solo Amid: Vented Alunhum SafW CAU temp; Wood Poll 1 r2 WArA21 20 an slob" ante Valkil av Ymlligi .6lmWal EMI Amman ima stow M. lul PE 11AS2020 11ne/2020 112M020 Apprand (Tin 3179434 QLWkv Agm((,mGe Aoerowd rw Use Approval rw Use IM= Dtdm dr1 o=s No Ya No WA August 10, 2022 t^/y+ W CU O }+ U 1Ce.t •� er0a D /.O� Cn O ♦�1 O C O CD_ O W 3 0 U_ 0 Mn-p 0 li r� r CIO -0.a _'I Cn Q Q Q Z Z W J tQi L1J O :5; r= `h O C no 4_1 N m x C L= tit Vf N C, " JG In C 4a d Y OI Cal W m � -a 3 ea L C cm our C E O cos O (D E �J Z cn Clio `V > O L O L U O _01agagaij CIMI) CIO M H O L W Q z J z Q J a SHEET NO. PA 1,1 .e.�r � U O }, W O O C Co (u V) O O O O W O IL .� '0 CQ O O ��� /� M O o N Q1 m = 0 lV a o U CZ CD Qi rfl M CV x y O C Q a) 3 0> >c Co a a E C= i a� r, d y O fn � C G. cn (D co cu ca > 0 L CL CL O Q L U O L < (1) (Q U m � Q O CL w� Z� Z Q J CL SHEET N0. PA 1 r2 Nana. oaw,unane of 9,winess a a,vrator,at re�tucn ft,., of sands o.p.,anene or Burnaaa a Flotewbnsl reeMOMq cu 42, cu En x V!M atubKmaddjkwAKAUUM in KYH1 4 album ,atbn qa., «, aodda oavt,el3ane of B,lineae a P,otvatomt rbp,rt.uoN aarWa Dapertneetlt of Bwnew a vlofenlonat ReDutnon Burdl,ro l�odaa and Srerldarda fnmam BuW(n0 Codee and Sor,dEtde enwfmf Buldinp Coda eetd Strlderae eneoma BuM!(np Codes and EOtrWE►de waamt Product Apy,O,lal Applk+/UOn bloat Protluct ApplDrEl N1plkallOn PFOYuOt Approval AppI10EU0n CIarW P,oek,at App,aeral AppIkEYOn Daetlt _k M P „ -. ,. . ... , .: .. ,.. _' ,.. ... r .,:.. � . .. i^°h �. - .. ,.- .- - ,. .. ,... ,.: ;.' a d"r _ ;. . .. . - ... , .. .... .. _ . - ' . "wY{,h'�rR•"$�r , , . ,. , � ... e .,....:t.�..'�Z'+. � �! ➢� �. �brrt QW G/e CYWI.= Qr! tak QtIl1SrY QW Oaie trlEt� QIY tei tblleBYr EeY >� tWhGlC f2EE � YMeBEie/ Oil t� y�r Imo. gyeg owa..rauerr. Wlerrr r� Faea.wo,� �� � 1� yl Ili r..rwl..r Q�eet or..Rauww Wrwar yy� FacAxwwM A� � TEE MAn� w■+un■+� wr 4stlut r�erx.Rau.lr. Wru lWeeld �yy FEaA.....r m� � ,� y� r.[w.ax.r q�gg Er.Rau.■.. Wrr■ar 1� I FEea.r..r iy� • Simpson Strong -Tie 2020 FBC Approved Products Updated QrS W020 For dkeol Inks to all BST appr04a15Iped below, CLICK HERE. For additional Information regarding Florida's etatewpe Product Approval "tam and Mam-Oade County Notice or Acceptance (NOW. CLICK HERE. FL#2355-R7 ad" Product Model.NumharorName Product Description 1 Tiban Stainless Steel Concrete 8 Masonry Screw (TTN-55) 1/4" diameter Titan stainless steel masonry screw FLE96WRS Sw X Product Model. Number or Name Product Deacdotlon 1 SDI 01120BB Outdoor Accents Connector Screw 2 SD9112. SD9212, SDI0112. SDI 0212 Strong -Drive SO Connector Screw 3 5D9112SS, 5DO212SS Strong -Drive SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614. SDCF22700, SDCF22858, SDCF221014. Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271968, SDCF272358 5 SDCP22434, SDCP22512, SDCP22014, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112, SDS26134, SDS25200, SDS25212, SDS25300, SDS26312, SOS25412, Strong-Drrve SDS Heavy -Duty Connector Screw SDS255M SDS25800, SDS258M 8 SDS251128S, SDS25200SS, SDS25212SS, SDSMWOSS, SDS25312SS Strong -Dive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FLX10007-R6 IS" Product Model. Num bar or Name Product Description 1 ATR3/8, ATR1/$ ATR5/8, ATRW4 Threaded Rods 2 ATUDS, ATUDB-2, ATUD9, ATUD9.2, ATUD9.3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP3/8.2, BP112, SP1/2-3, BPS/8-2, BPra", BP3/4, BP314.3, BPRTU03-4 Baring Plate$ 4 CNW3/8. CNW112, CNW5/8, CNW314, CNW518-112, CNW314-5/8 Coupler Nuts 5 CTUD55, CTUD85, CTUOS6, CTUD75, CTUD76, CTU077, CTUD67, CTUD88, CTUD97, Coupling Tak"p Device CTUD98, CTUD99 6 N3, 144, N5, N6 Heavy Hex Nuts 7 17TUD3, RTUD313, RTUD4, RTUD4B, RTU05, RTUO6, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tledown System 12 URSS SM" Uplift Rod Run Tledown System 13 URSB 3/4" Uplift Rod Run Tiedown System FLX10441-RO §KA Product Model. Number or Name Product Description 1 DTT2 Hold-down 2 HDC1014, HDC10/22 Hold-down 3 HDQB, HHD011, HHOO14 Hold-down 4 HDU2, HDU4, HDU5_ HDU8, HDU11. HDU14 Hold-down 5 HPA28, HPA35 Stra"tyle purlin anchor e LSTHD8, LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPA144 Strap -style puriin anchor 9 PA18, PA23, PA28. PA35, PA51, PA88 Snap irtyie purlin anchor 10 PAI18. PA123. PA128. PAI35 Strap-styie purlin anchor 11 STHD10, STHDIORJ StrapBtyle hold-down 12 STH014. STHDI4RJ Strap -style hold-down EZ= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3W2020 For d rect Inks to all SST approvals Kited below, CLICK HERE For additional inforrabon regarding Florida's Statewide Product Approval System and Mari -Dads County Notice of Acceptance (NOA), CLICK _-,E. 21 LB pries hangers Top flange hangers available in width of 1-9/16' and heights ranging from 5.3/8" to 15-118" 22 LBAZ pries hangers Top flange hangers available in width of 1.9116" and heights ranging from 9.ir16'to 13-1/8". 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available In widths ranging from 3-114" to 6- 7/6" and heights ranging from 9" to 33-1/Y' 24 MEG5, MEG7 pries hangers Top flange hangers available in widths ranging from 5-114" to 6- 7/8" and heights ranging from 9" to 32.117' 25 MIT series hangers Top flange hangars available in widths ranging from 1-9116' to 5- 1/8" and heights ranging from 9-114" to 24" 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116' and heights ranging from 3.3/8" to 7-118", 27 RR Ridge rafter connector 28 WP series hangars Top flange hangers available in widths ranging from 1.9116'to 7- 118" and heights ranging 9-1/4" to 32". FL1No880.R5 Product Model. Number orNama 1 ABA44.ABA44R,ABA48,ABA48R,ABAW. ABASBR 2 ABU44, ABU44R, ABU46. ABU46R, ABU5.5, ABU5.6, ABU65, ABU66. ASU66R, ABUSE, ABUSSR,ASU1010,ABU1010R,ABU1212,ABU1212R 3 ABW44Z, ASW44RZ, ASVV46Z. ABW48R7, ABW66Z, ABW86RZ. ABW7.7 4 AC4, AC41R, ACE4, AC6, ACBR, ACES 5 BC4, BC46, BC4R. BM, BCBR. BCS, BCS2-2/4, SCS23/e 8 C844, C846, CB48, C888, CB88 7 CBSO44-SDS2, CBSQ46-SDS2, CBSQ86-SDS2. C85086-SDS2, CBS088-SDS2 8 CC, ECC, ECCU Series 9 CCQSDS2.5; ECCQSDS2.5 Sores 10 CPT44Z, CPT8eZ, CPT88Z 11 EPB44A,EPB44,EP846,EPB86 12 EPS4Z 13 LCS44, LCB6e 14 LPC4Z,LPCSZ 15 MP644Z, MPB88Z, MPB88Z 16 PB44, P844R, P846, PB66, PBOOR 17 PBS44A, PBS4e, PBS06 18 PBV6, PSV10 19 PC44-16. PC48-16, PC48.16 PC84-18, PC86-16. EPC44-le EPC46-16, EPC48-18, EPC64-16, EPC88.18 20 PC4Z, PC4RZ, PCBZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPOW, EPCBRZ_ EPC8Z, EPC8RZ 21 PPS44-4Z, PPB44-aZ 22 RPBZ FLu#toe66-R5 at"Product Modal. Number or Norma 1 FJA, FSA 2 FRFP 3 GH46.8, GH4", GH48e, GH48-8, OH410-e, GH410.8, GH66-8, GHW8. GH68-e, GH88- 8, GH810-6, GH81D-8 4 GLB6A, GLB513, GLB6C, GLBSD, GLB7A, GL87B, GLB7C, OL87D 5 GLBT512, GBLT812, GLBT518, GBLT816, GLST520, GBLTS20 6 HGLBA,HGLBB,HGLBC,HGLBD 7 HGT-2, HOT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Baas Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3-1/4" to 9.117' and W2 ranging from 3.5S" to 7.112" Screwed column caps with WI ranging from 3-1/4" to 9.1/7' and W2 ranging from 3.5/8" to 7-1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Bass Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Bess Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Baring Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate Updated owed Products dated 1ZI302020 Simpson Strong -Tie 2020 FBC Approved CLICK ucRc For direct Inks t0 all SST approvals Yaetl below, __._...._.._ For addtonal Infomnadon regarding Florl Statewide Product Approval System and Ma14Aade Canty Notice of Acceptance (NOA), CLICK HERE FL#10446-R6 Bw s Product Modal. Num bar or Name Product Description 1 A21. A23, AM, A34, A35, A44 Angles 2 APA21, APA4, APA8, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APB44. AP644R, APVB86, APB68R, APB88, APB88R, AP61010. APB101 OR, APVB44, Outdoor Accents Post Bass APVB44R, APVB66, APVB66R, APVB88, APVB88R, APV61010, APV81010R 4 APDJT24, APDJT2R-4, APDJT2.8, APDJT2R-6, APVDJT24, APVDJT2R4, APVDJT2-6, Outdoor Accents Deck Joist Ties APVDJT2R-8 5 APHH46, APHH46R, APHHGIO, APHH610R Outdoor Accents Heavy Hanger 6 APL4, APLB, APT4, APT8, APVL4, APVLS, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH2eR, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJTSZ Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4 FCS Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, H10S, H14. HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HHB Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 L30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Sloomble Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSS)26LZ, LSSJ26RZ, LSW28LZ, LSSI2SRZ, LSSJ21OLZ, LSW210RZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210.2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 28 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML282, ML28Z, ML21OZ Angies 28 MMH8 RoofTie-Do n 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU128, MMLU28-2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Root Boundary Clips 32 RST-3 Rod Tka-Down 33 RTC227, RTC42, RTC2Z, RT044 Rigid Tie Connectors 34 STC, STCT, OTC. HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 38 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-R5 Sag tf Product Model, Num bar or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSOS3, DSC5RSDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2.2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.2513.25, HHRC5.37/3.12, HHRC88 8 HRC1.81, HRC22 7 LRU26, LRU28, LRU210, LRU212 8 LSU28,LSSU28,LSSU210 9 TB154, TBE6 10 TC24,TC26.TC28 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, THAG422, THA426, THA422.2, THA428-2 12 THA11.81/22, THAl2.0622, THAl2.1122, THA1222, THAI322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA25, LTHMA 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU28, THJU28-W IS TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR • Simpson Strong -Tie MM FBC Approved Products Updated 12rW2020 For direct Inks to all SST approvals rated below, CLICK HERE For additional Information regarding Florida's Statewide Product Approval system and Maml-Dade County Notice or Acceptance (NOA), CLICK HERE, FL010466-115 22" Product Model. Number or Name Product Description 1 ST. STB, BTH Stick Tos 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compressbn/Tension Strap 6 DSP, SSP, TSP Stud to Plate be 7 H1, H10A, H2.5A, H3, 118, H7Z, HIS, H16S, 1­116.2, H16.2S Hurricane Ties 8 HGT-2, HOT-3, HGT-4 Heavy GirderTuedown 9 HS24 Hurricane Tie 10 HSS2-SDS1.5. HSS2-2-SDS3, HSS2-3SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5, HSTB Straight Straps 12 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Strap 13 HTSQ18KTZ, HTSO2OKTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12 LSTA15. LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 18 LSTI49, LST173 Straight Straps 17 LT820, LTB40 Bridging 18 LTS12. LTS16, LTS18. LTS20 Light Twist Strap 19 MOT Medium GirderTisdown 20 MST27, MST37, MS748, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA/8, MSTA21, MSTA24, MSTA30, MSTA38, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC48B3, MSTCe8B3 Pre -Bent Straps 24 MSTI2e, MST13e. MSTI48, MSTI60, MSTI72 Straight Straps 25 MTS12, MTSIS, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA200-12, NCA202-12, NCA2x6-I0, NCA2x10-16, NCA2x12.16 Bridging 27 RCW812, RCW614 Wall Bracing 28 RPS18, RPS22. RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SIPS Stud Pleb To 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115. ST2215. ST6215, ST8224, ST8238 Straight Straps 34 TB20, T827, TB30, TB36, T842, T848, T854, TB66 TB60 Tension Bridging 35 TWB10, TWB12, TWB14 Wall Bracing 36 VOT, VGTR, VGTL Variable Filch Girder Tiedown 37 WB100, WS100C, W812e, WB128C, WB143C Wall Bracing Pmduct Description 1 CBH2.37x5.5, CBH2.37x7.83, CBH2.37xg.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63SOS, HGU5.25SDS, HGU5.50•SOS, HGU5,62SDS, HGU7.00.SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SD6 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU525SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU700-SDS. HHGU7.25SDS, Light Slopeable/Skewable U Hanger HHGU9.00-SDS Truss Bearing Enhancer 6 HHUS2e-2, HHUS28-2, HHUS210.2, HHUS48, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.25MO Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU2l HTU28.2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 H0001,81/9SOS, HUCO1.81111-SDS, HUCO210-2SDS, HUCO210.3-SDS, HUCQ310- SDS, HU00410-SDS, HUCQ412-SDS, HUCQ5.25M-SDS, HUCQS25/11-SDS, HUCQ610- SOS, HUCC612-SDS • Simpson Strong -Tie 2020 FBC Approved Products Updated 12rNM20 cmFor direct Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Main -Dade Ccunly Nuke of Acceptance INCA). CLICK HERE. FIL6114WRO AW Product Model, Number or Name Product Description 1 HHUS2103, HHUS210-4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCO210-2-SDS, HUCO210.3-SDS, HUM310-SDS Joist Hanger 4 THG82, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2SDS3, THG03-SDU 5. THGQH2SDS3, THGQH3-SDS4.5, THGQH4SDS8 Joist Hanger 6 THGW3.3, THGW3-4, THGW4-3, THOW44 Joist Hanger FI-01473-0 aadffia Product Model. Number or Name Product Description 1 DETAL20 Deubie Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, H16S, H18-24 H18.2S Hurricane Tie 4 HETA12, HETAIS, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAM10,HMO Masonry retrofit connectors 7 HHETA16: HHETA20: HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2. LGT3-SDS2.5, LGT4SDS3 Girder Tiedawn 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, MSTA24. META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Step Tie for Masonry 12 MTSM16, WSM20, HTSM18, HTSM20 Twist Strap for Masonry FL11111496-R5 AW Product Modal. Num bar or Name Product Description I DTT1 Z Deck Tension Tie 2 HD12, Il Bolted Holdowns 3 11133B, HD513, HD7B, H09B Boiled Holdowns 4 HTT4, HITS, HTT5-314 Tension Ties 5 LTT19, LTT20B, LTTI31 Light Tarrson Ties FL#13628-R8 Sea M Product Description 1 SBW8x24, S87/84:24, S61x30 SB Anchor Sold; 2 SSTB16. SSTB20, SSTB24, SSTB28, SST834, SSTBX SST81 SL, SSTB20L, SSTB24L, SSTB Anchor Bohr SSTB28L FL#13872-R4 _ftqt ProduotModel. Number orNams Product Description 1 CMST12, CMST14, CMSTCI6, CS14, CS 16. CS1S. CS20, CS22 Coiled Straps 2 HRS6, HRSB, HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24, FHA30, MST128, MSTI38, Straps 97 mil (12 ga) MSTI48, MSTI80, MSTI72, S1MST27. S/MST37, S/MST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twat Straps 4 L.STA30, LSTA36, LSTI49, LSTI73, M,9TA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 gar) 5 LSTA9, LSTA12, LSTA15, LSTA1S. LSTA21, LSTA24, ST292. ST2122, ST2115, ST2215 Straps 33 mil (20 ga) 6 L.SUSH3.25, SUSH3.25, MSUSH3.25 Bridging Connector 7 LTP5 Lateral Tie Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 9 MSTA30. MSTA36, ST6215, STe224, ST9, ST12, ST78, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (18 gar) 10 MSTC68, MSTC78, ST8236 Straps 88 mil (14 gar) 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 12 SIBI.56, SJB1.81, SJ62.06, S162.37, SIB2.56, SIB2.88, S/B3.12, S183.56, S/83.62, S/B4.06, Top Flange Joist Hangers 5184.12, SJB4.28, S.434.75, S/85.50 13 SGA2.12/8, SBA2.12/10, SIBA2.12/12, SeA2.12/14, S/BA4.18B, S/BA4.Iall 0, Top Flange Joist Hangers S43A4.18/12, S/BA4,18/14 14 SIH1A HurricaneTis 15 S/HDSS, S/H086, S/HWOS, S1HD1011, SIHDISS, SIHD15B Holdowns 16 SIHDU4, WHDU6, S/HDU9, S1HDU11 Holdowns 17 S/JCT, SIHJCT Joist Hangers Product DssorlMlon Concealed hangers Faca-mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9/16'to 3-9118" and heights ranging from 9-1/8" to 23-15110". Face -mount hangers Face -mount hangers available in widths ranging from 1.5/8" ro 7- 318" and heights ranging from 5-5/16'td 12-7/8". Facamount hangers Fsee-mount hangers Skewed face -mount hangers available in widths ranging from 3- 1 /8" to 6-1/8" and heights ranging from 4-3/4" to 15-31X'. Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange A concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1.9/18" to 7- 1/2" and heights ranging from 2.7/8" to 19.114". Concealed flange version (HUC) available for all models having width equal to or greater than 2-W16" Face -mount hangers ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 For dreot $nk$ to all SST approval$ Kited below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mari -Dade County Notice of Acceptance (NOA). rn u^nc HERE 18 S/LBV1.56, S/LBV1.81, SILBV2.06, SILSV2.37, SILBV2.56, S/LSV2.68, S/LBY3.12, Top Flange Joist Hangers SILBV3.56, S/LBV3,62_ S/LBV4.06, SILBV4.12, S/LSV4.28, S/LBV4.76, S/LBV5.50 19 SLTT20, SfOTT2Z, S1HTT14, HTT4, HTTS Holdowns 20 S/MST80, S/MST72 Straps 116 mil (10 gar) 21 SP4, SIPS Stud Plate Ties 22 SSP, DSP, TSP Stud Plato Tkrs 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R5 Product Modal. Number or Norma 1 CCOM3 82-SOSHOG, CCOM4.82-SDSHDG, CCQM5.50.SDSHDG, CCTQM3.82-SOSG, CCTQM4.82SDSG, CCTQMS.50-SDSG, CCCOM3.82SDSG, CCCQM4.62-SDSG, CCCOM5,50-SDSG 2 ECCLQM3.62G-KT, ECCLOM4.62G•KT, ECCLQM5.5OG-KT, ECCLLOMD3.82G-KT, ECCLLQMD4.82G-KT. ECCLLQMD6.5OG-KT, ECCLRQMD3,62G-KT, ECCLRQMD4.62G- KT, ECCLRQMOS.50G-KT 3 HGUM5.25 HGUM5.50, HGUM7.00, HGUM7,25, HGUM9.00 4 LGUM26.2, LGUM26-3, LGUM2", LGUM28.2. LGUM28.3, LGUM28.4, LGUM210.2, LGUM210-3, LGUM210-4, LGUM46, LGUM48. LGUM410 5 MBHA3.12/9.25, MSHA3.12111 25. MSHA3.5617.25, MBHA3.5619.25. MBHA3.56/11.25. MBHA8.58/11.88, MSHA3.58114, MBHA3.58116, MBHA3,58118. MBHA5.6C/7.25, MBHA5.50/9.25, MBHA5.5Wl1.25, MBHA5.50/11 88, MBHA5.50/14, MSHA550/18. MBHA5.50118 6 MBHU3.56J9.25, MBHU3.56111.25, MBHU3.58/11.88, MBHU3.56/14, MBHU3.56/16, MBHU3,58/18, MBHU56019,25, MBHU550/11,25, MBHU5.50/11,88, MBHU5.50/14, MBHU5.50/16, MBHU5.50118 FL#13975-R8 Sag # Product Model, Number or Name 1 SOW22300, SOW22338, SDW22438, SOW22458, SDW22500, SDW22600, SOW22838, SDV1i'22834 2 SDWC15450, SDWC158OO 3 SDWH193100DB, SDWH18400DB, SDWH18600DB, SDWH19800DB, SDWH191000DB 4 SDVVH2740OG: SOWH278000, SDWH27800G, SDWH2710ODG, SDWH2712DOG 5 SDMIG212, SDWSI6300, SDWS16312, SDWS18400 6 SDWS19800, SDM1971Z SDVvS22400,SDWS225OO SOWS22512, SOWS22000. SDWS22800, SDVM2900, SOWS221000, SDWS221100, SDWS221200, SOWS221500 7 SDWS2230008. SOWS22400DB.. SDWS22500D8. SOWS22600DB, SOWS2280OD8, SDWS221000DB 8 SDWS2231208B, SDWS22512DB8 9 SDWS2730OSS, SDWS27400SS, SOWS275008S, SDWS27600SS, SDWS2780OSS, SOWS271000SS, SOWS2712ODSS 10 SDWV13400 11 STN22 Product Dmiliption Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Daeeriotlon Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong-DmeSDWH TIMBER-HEXScrew Strong -Drive SDWH TIMBER-H EX H DG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Spew (interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL#15363-R3 AW Product Model, Number or Name Product Description 1 AS 18, AS 18S5, AS 18SO 18 ga Trues Plates 2 AS 20HS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#15730-114 Product Model. Number or Name ProductDescription 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-60, GDPM-75, GDPM-100, GDPS, GW50, GW-76, GW-100, GTH Gas-aoLiated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINV4P-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete • Simpson Strong -Tie 2020 FBC Approved Products Updated t2rXM20 For cet Inks to all SST aPProvalstated bNow, CLICK HERE. For additional IMarmaton regarding Florida's Statewide Product Approval System end MaM4Datle Can ty NatiOe of AccepterCo (NOA). CLICK HERE 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-5/8"to 3- 9/16" and heights ranging from 4.5116'to 11". Concealed flange version (HUSC) available for models having width equal to or greater than 3-9/16" 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 5/8" and heights ranging from 9.114" to 16'. 13 LGU3,25-SDS, LGU3.63-SDS. LGU5.25-SDS Face -mount hangers 14 LU24, LU28, LU28, LU210 Facia -mount hangers 15 LUC28Z, LU021 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-0/1610 4- 5/8" and heights ranging from 3" to I0.15/16'. 17 MGUS.83-SDS, MGU5.25-SDS, MGU5.60-SDS, MGU5.e2-SD5, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9/16'to 5- 118" and heights ranging from 6-1 &16" to 19-11 Z'. 19 MUS26, MUS28 Face -mount hangers 20 SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I - 9/16" to 3.9/1&' and heights ranging from 3.1118'to 13.3f4". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; onty acute flange is concealed. 21 U series hangers Faroe -mount hangers available in widths ranging from 1-WV'to 6' and heights ranging from 2-5/8" to 11.114" FL#10667-R6 Affii Product Modal. Number or Name Product Descrlotlon 1 BA series hangers Top flange hangers available in widths ranging from I.9116' to 7- 1/8" and heights ranging from 7-1 /8" l0 301. 2 DGBF pries hangers Top flange hangers available in widths ranging from 3-6/8" to 7- 1/8" and heights ranging from 9-114" to 24", 3 DGF series hangers Top flange hangers available in wdths ranging from I.1/Z'to 3- 518" and heights ranging from 7-1/4" to 24". 4 DGHF ernes hangers Top flange hangers available in widths ranging from 1.3/4" to 3- 5/8" and heights ranging from 9-1/4''to 24" 5 EG5, EG7, EGO series hangers Top flange hangers avalloble in widths ranging from 5-1/4" to 8- 7f8" and heights ranging from 11"to 32-1/7'. 6 EGO pries hangers Top flange hangers available in widtha ranging from 3518" to 7- 1/4" and heights ranging from 11-114" to 37'. 7 GLS series hangars Saddle hangers available in widths ranging from 3-I X' to 8.7/9' and heights ranging from 8-1/2" to 28". 8 GLTV pries hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11"to 371. 9 HB pries hangers Top flange hangers available in widths ranging from 1.9/16'to 7- 1/2" and heights ranging from 8" to 30' 10 HGLS pries hangers Saddle hangers available in widths ranging from 5.114" to 8-78" and heights ranging from 10-117'to 28". 11 HGLT arise hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-1/7'to 32' 12 HGLTV senies hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14"fo 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2.5/16' bo 3- 9/18" and heights ranging from 18" to 26' 14 HUSTF series hangers Top flange joist hangers available in w iffi s ranging from 3-1/8" to 3.9116' end heights ranging from 5.3J8" to 13.1/8". 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1-9116' to 5- 112" and heights ranging from 3-7/16'to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/1e". 18 HWP aria hangers Top flange hangers available in widths ranging from 1-WI 6'to 7- 1/8" and heights ranging from 5.3/8" to 26' 17 HWPH series hangers Top flange hangers available inw(dths ranging from 1.9/1a" to 7- 1/2" and heights ranging from 5.3W to 37' 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to 3- 5/8" and heights ranging from 9.1 /8" to 16'. 19 JB series hangers Top flange hangers available in width of I.9116' and heights ranging from 5.318" to 7.1/4" 20 JSA series hangers Top flange hangers available in wwdth of 1.QtIV' and heights ranging from OZ/16'to 13-1/8" ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12fJ0=0 For dreot Inks to all SST approval$ $Ned below, CLICK HERE For additional ink rrnstion regarding Florida's Statewide Product Approval System and Main -Dade County Notice of Acceptance INCA). Cn ary HcaF 5 SET-XP Adhesive Anchor for concrete 6 Strong -Soh 2 (STS2, STB2.4SS, STS2.65S) Strong -Soft 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HO (THD-H, THD-HMG, THD-H49S, THD-HBSS, THD-CS, THD-CSSSS), Then HO Heavy Duty 3crewAnchorfor concrete and masonry aysiable with hex head In carbon steel and Types 304 and 310 stainless steel, or with countersunk head in carbon steei and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Tlbn HO Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Titan HO Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Vyedge-All Anchor for masonry FL#1SMftB ,gag Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bole 2 (STEQ 5 Titan 2 (r71,12) e Ttan HD (THD-H4SS, THD-HBSS, THD-CSBSS) 7 Titan Turbo (TNT) FILM 6937-R3 14111f Product Model. Number or Name 1 X3481016.5K,X1$1016,X1B1018.4K,XQ1S101S.XQ181018.41K 2 XLQ114T1224.XLQ11481224.2K 3 XMQI14SI224. XMQi 1481224.2K 4 X0114S1224, X011481224.2.5K X114S1224, X0112S1224, X0112B1224-2K 5 XU34S1018, XU348101651< FL#38320-RO Sb t Product Made]. Num bar or Name 1 DSSCB43.5. DSSCB48, OSSC846, DSHS 2 FCB43.5, FC845.5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S1016,FPHSD34B1018,FPHSO34B1018.5K,FPHSD34S1214, FPHSD34B1214, FPHSD34B1214.5K 4 LSFC2.25, LSF04,25, LSFC8.25, SFC2.25, SFC4.25, SFC6 25 5 LSSC4.25, LSSC6,25, SSC2.25, SSC4.25, SSC6.25, MSSC2.26, MSSC4.25, MSSCe.25, MSSC4.26KW, MSSC8.25KW 6 RCKW3,RCKW5.5,RCKW7.5,RCKW3S,RCKW5.6S 7 SC843,5, SC845.5, SCS47 5, SCB49.5, SCS411.5. MSC845.5, MSCS47 5 8 SCS32.5Q7, SCS62.5197, SCS82-5/118, SCS82.5/118 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.26 11 SS93.518 12 XLSH3481414,XLSH78B1414 13 XO1S1016, XQiB1016-4K. XQ1S1214 X01812143.5K, X078S1224, X07861224-3K, X0114S1224, X011461224-23K, X0112S1224, XQll2B1224-21K, X3461016-SK, X1S1018, X181016.4K, X1S1214, XIB1214.3 5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Ad heelve for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 31 a stamiess steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Desorption 010-18 Strong -Drive X Metal Self -Drilling, Tapping Screws with 03 Drill Point 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Saw -As with #6 Drill Point and Large Diameter Hex Washer Head Ill2.24 Strong -Drive XM Medium -Head Metal Seel -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12.24 Strong-Dhve X Metal Self -Drilling, Tapping Screws with #G Drill Point #10.16 Strong -Drive XU Metal Sets -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector 010-18 and #12-14 Strong -Drive FPHSD Framing4o.CFS Set. Drilling. Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Set -Drilling, Tapping Sao" #10-18, #12-14 and 012.24 Strong -Drive X Metal Self -Drilling, Tapping Screws -4-• (D N O� N tU .0) U 1 N O O a -2O a) = O LL Cn � L Q. -0 .0 vJ Q W J C 0 a d y > r.0 CM a i G 6 N _ � � C--, n 03 N N C LL. �< r Q•- N eV C a °i cQv Vo 3 67 a x err cis •j C 3 v ca QJru gu ` C ro r� Ll 4=2 CD 6 CJ av b SHEET N0. PA 13 M1AMht" DE AUAW--DARECOi7NTY PRODUCTCONTROL SECTION 11905 SR' 26 Su* Room 203 DEPARTUMOF REGULATORY ANDECONiOMIC RESOURCES OM) Mimn, Florida 33175-2474 BOARD AND CODE ADMMUSTRATION DIMI DN T (J86) 3 i5-2WO F (M) 315-25ff -NOTICE OF ACCEPT_k C.'E (NOA) �wim"460"Worow=f PGT Industries, Inc. 1070 Technology Drive, North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of consttvctioamaterials. The documentation submitted has beenreviewed and accepted by Miami -Dade CountyRER -Product Control Section to be used in MraumiDade C•oaaioty and vtluerareas where allowed by the Au lhority Havmg 7uxi tm (AM. This NOA stroll not be valid after the expo shm date statedbelow. The Miami -Dade County Product Control Section (In Miami Dade County) and/orthe AH1(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality a ssurance putposes. If this product or material fails to perform in tte a ecepted manner, &era-facturer will incur the expense of such testing and the AH7may immediatelyrev oke, mo dify, or suspend She use of such product or materW within their jurisdiction. RER reserves the right to revoke this acceptance_ if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable budding code_ This product is approved as described hesein andhas been, designed to comply with the Florida Building Code, iachiding the High VelocityHuraiam Zone DESCRIPTION: Series "5 70/2 770" Vinyl Sliding Glass Door (Reinforced) whro 900 & 135.6 corners-L.-MJ. APPROVAL DOCU AWNT: Drawing No.'s-Sr70.0 Res-B, titled "'Vinyl Sliding Glass Door NOA (LM)", sheet 1 through 21 of21, prepared by manufacu w, dated 10,105A 5 and last revised on 02/01121, signed and sealed by A. Lynn Miller, P-E.. hearing the h&m6-Dade CountyPtroduct Control Rmsionstamp with the Notice of Acceptance nun>ber and expiration date by the Mum -Dade County Product Control Section MISSILE IMPACT RAMG: Large and Small 11Sssile Impact Resistant Ltraitations: 1 _ See table 1 (sheet 2) and table 2 (sheet g) for applicable SOD unit sizes., design pressures, rkdcwcements types. glass types, sill riser (sae tables B-1 & B-2. sheets 7-8) and anchor layout sheet requirements in 11 thru 16. 2. Rigid White PVC, Tan (Non -white) Rigid PVC andBrown coated (Painted or laminated) white Rigid PVC to be labeled per referencedNOA'srequiremettts. 3. Egress operable doors must comply with min clear width or height per FBC requirement as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official L ABELL'vG: Each unit shall bear a pesmaneat label with the manufacrurees name or logo. city. state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEW ALL of this NOA shall be considered after a renewal application has been filed and there has beenno change in the applicable budding code negati%vly affecting the perfatmance ofthis product TERAU1 ATION of this NOA will occur after the expiration date or if there has been a rewsioa or change in the materials, use, and/or mamdwture of the product or process. Misuse of this NOA as an endorsement of any product, for sales. advertising or any o4m purposes shall automatic ally termite this NOA. Failure to comply with any section of this NOA shall be cause for ternination and removal ofNOA. ADVERTISEIMEXT: The N0Anuni erprecededby the words Mini -Dade Couary.. Florida, and toBowedby the expiration date maybe displayed in advertising li teenture. If anypartion of the NOA is displayed. then it shall be done in its entirety. LN SPECT'ION: A copy of this entire NOA shalt bepro %ided to the user by the manufactuter or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renecrs rOA#20-04N.05 and consists of thispage 1 and e-,idewe pages E- 1. E-2, E-3, E-4, E-5 & E-6 as well as appro-ml document mentioned ab*w- The submitted documentation was reviewed by Ishaq L Clanada. P.E. NOA No. 21-0205,03 Expiration Date: April 14, 2026 Approval Datt:Marrk 26,1021 Page 1 PGT Industries, Inc. NOTICE OF ACCEPT-A.NCT : EVIDENCE SUB -NUTTED 2. Evidence Submitted under precious submittal A. DRAWINGS 1. Drawing No. bD'1-5570.0 Rer B, titled "Vinyl Sliding Glass Door NOA (LM) sheets 1 through 21 of 21, prepared by manufacturer. dated 10,105/15 and last revised on 04/2120. signed and sealed by A. Lyme Miller, P.E. B. TESTS 1. Test reports on: 1) Air InfrytraticnTest, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsd 791 and Dowsii 983 silicones, prepared by Fenestration Testing Laboratory, Inc.. Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09.'03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (uail 7 in proposal) FTL-20- 2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Alu mmunm Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20. all signed and sealed by Idalmis Ortega, P.E_ C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 71 Edition (2020), dated 04/22/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E 1300-1W, -09, -12 and -16. D. QUALITY ASSURANCE Miarui-Dade Departmernl of Regulatory ,and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1_ Notice ofAcceptance No_ 1M305.02 issued toKuraray America, Inc. forthe it "TrosifoU, U?ln-aclear, Clear, and Color PVB Glass Interlayers". expiring on 07/08r24. 2. Notice of Acceptance No.17-0803.02 issued toKuram any America, Inc. for their "SentrTGlast (Clear and White) Glass Inteiisavet'rs", using on 07.0 23. 3- Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) '%Ike Rigid P17C Exterior Extrusions for Windows and Doors", expiring on 091300-4. 4. Notice of Acceptannce No.19-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non•-it'hnte) Rigid Cellular PVC Exterior Extrusions forte"endows and Doors", expiring on 12,29.,121_ � t . 11fir.]�, Ishaq L Chanda, P.E. Product Control Unit Supervisor NOA No. 21-820a.83 ExpirationDat#: April 14, 2026 Approval Date: rsfarch '►S, 2021 E -4 PGT Industries, Inc. NOVICE OF ACCEPTANCE: EVIDENCE SIMINUTTED 1. Evidence submitted under previous NOA A. DRAWINGS 1. Matnrfacturer's die drawings and sections. (Submitied under h'OA & 11-01OZ 04) 2. Drawing No. MD-5570.0, titled `-Vinyl Sliding Glass Door NOA W-, sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04105E 17, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1- Test report on 1) Uniform Static Air Press= Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind nd Pressure Loading FBC, TAS 203-94 along with matted -up drawings and installation diagram ofvmyl sliding glass door, prepared by Fenestration Testing Labs Inc., Test Report No. FTL 9717, dated 11,07115, signed and sealed by Idalmis Ortega, P_ E. (Test report revised on 02,115116 and 02�2411 6) 2, Test resort on 1) Air Infiltration Tessa, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94- 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 20394 6) Forced Entry Test, per FBC, TAS 202-94 along withmadoed-up drawings and installation diagram ofvmyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No_ FTL 8546, dated 11/W15, signed and sealed by Idahnis Ortega, P. E. (Pest report revised on 01,0446 and 02`11,2016) 3, Test report on 1) Air Infiltration Test, per FBC. TAS 102 94 2) Uniform Static Air Pressure Test_ per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Famed Entry Test, per FBC, TAS 202-94 along withmarkedup drawings and instalhhoa diagram ofvmyl sliding glass door,. prepared by Fenestsation Testing Lab, Inc., Test Report No_ FTL 85,47, dated 11104115, signed and sealed by Idalmis Ortega, P_ E. (Test report revised on 02/1 S46) 4. Test report on 1) Air Infiltration. Test. per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance 'Pest, per FBC, TAS 202-94 4) Large VAssile Impad Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared by Fenestration Testing I.ab, Inc., Test Report No. FTL 8_t8, dated 12104:15, signed and sealed by Idaimis Ortega, P. E_ (Test report revised on 01;104/16 and 02/11116,1 f Ishaq L Chnmh. P.E. Product Control Tait Supervisor NOA No. 21-0206.03 Expiration Date- April 14, 2026 Approval Date: March 25, 20'21 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBhffTTEED E. M ATERL41 C'ERTTFIC ATIONS (continue) 5. Quanex Part Super Spacer Standard complying with ASTM C5IS Thermal Conductivity 0.881 BTU -in/ lr.-ftr-af. ASIM F 1249 V6'VTR Pass; ASTM D3985 OrAer;­Pass. ASS E 2190 LG_ Durability No Fog -Pass. (SubrriNed under pre4ons -%10 4 A-6. l M409. 05) 6. Qua= Part Durnseal complying with ASTM C518 Themnal Conductivity 222 BTU4n/ hr_ -ft2-°F, ASTM F 1249 AWIR Pass, ASTM D 1434 Argon P -Pas& ASTM E 2.189 I.G. Durability Igo Fog., ASTM E 546 Dew Point Development -20°F in 48 his. (Subnr fled under A10-4 No. 15-0400.11S). 7_ Vision Extrusions, Ltd_ Parts complying with PVC-AAMA A 303-13, Voluntary Specification for Rigid Polyvinyl C it ode (PVC) Exterior Profiles for Vision Extrmons Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under.VO. Na 1 S- 0409. 05) 8. Vision Extrusions_ Ltd. Parts complying with PVC AAMA 303-13. (5ubm ifted render .N'0.4 No. 1 S-0409.05) 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd--VEX-1 by AAMA Fenestration Exted" Profile Certification Program. 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their "Tan 3040 & light shade (non -white) A hire Rigid PVC Exterior Extrusions for Windows and Doors', expiring on 02/04t21. 11 Notice of Acceptance No_ 18-0122.02 issued to Energi Fenestration Solution, USAL Inc, for their series 'A%7nite Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 0208.23. 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration. Solution, USA, Inc, for their `Bronze & light shade cap coated White Rigid PVC Erterlor Extrusions for Windows and Dooms". expiring on 04/16,25. F. STATEIN ENT -TS 1. Statement letter of conformance to FBC 716 Edition (2020). dated 04.22.20. issued by manufacturer, signed and sealed by Anthony Lynn Miller, RE. 2. Statement letter of no financial interest and of independent. issued by nmannmfacturer, dated 041181.10, signed and sealed by Anthony Lynn Miller, P.E. 3. Private Labeling Ageenlent dot between PGT, dated 03,30115 and signed by all involved parties, G. OTHERS 1_ This NOA revises NOA# 17-0420.06 (PVTw/CGI) and updates to FBC2020 (70 Edition), expiring 04/21,21 _ 2. RER Test proposals #19-1155 dated 0111620 approved by Ishaq I- Cilanda, PE, expiring 04114l2 L E -5 id aq L Chaa&, P.E. Product Control Unit Supervisor N OA No. 21-0205.03 Expiration Date: April14,2016 Approval Date: March 25, 2021 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Lange Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test. per FBC. TAS 202-94 along with matted up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab_ Inc., Test Report No. FTL 8549. dated 11 M6/15, signed and sealed by Idalatis Ortega, P. E. (Test report revised on 12/04?15 and 02/1 If 16) 6. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pm =e Test, per FBC. TAS 20294 3) Water Resistance Test, per FBC, TAS 20294. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTI.8552, dated 12/04l15, signed and sealed by Idalmis Ortega, P. E_ (Test report revised on 0211 S2016) 7. Test repast can 1) Uniform Static Air Pressure Test, per FBC. TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 along withmarkedup drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab. Inc., Test Report No. FTL 6639 (samples A-1 thru A-22), dated 11 19/10, signed and sealed by Jorge A- Causo, P. E. (SubmNed ader. 0-4 Xe. I1- 0107 04) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94- 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Mind Pressure Loadi ngper FBC, TAS 203-94 6) Forced Entry Test, per FB-C, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration. Testing Lab, Inc, Test Report No. FTL 6337 (samples A-1 thru A-5), dated 12106/10, signed and ,sealed by Jorge A. Cam, P. E. (Submitted under :%-Q4 Ao.11- 010709) C. CALCITI.ATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12,V945and last revised on 0?'15/16, signed and sealed by AnthonyL. Miller:. P.E. (Submbled under.' OAXe.154210.01). 2. Glazing complies with ASTNIE-1300-09_ Ishaq L Chands, P.E. Product Control Unit Supervisor NOA No. 2i-0205.03 Expiration Date; :April 14, 2026 Approval Date: March 25,1021 E -2 PGT Industries, tar. NOTICE OF ACCEPTANNU: EVIDENCE SUBAUTTED 3. New Evidence Submitted A. DRAWINGS 1. Drawing No_ 3IDM570.0 Rev B. titled -Vinyl Sliding Glass DoorNOA (I.1V . sheets I through 21 of 21. prepared by manufacturer. dated 10/05/15 and last retiised on 02VI+2L signed and sealed by A Lynn Miller, P.E. Note. This revision consists rrpiaceuunt of same existing installation screw with flat head. B. TESTS 1. Norte. C. CALCULATIONS 1_ None_ D. QUALITY ASSURANCE L Miami -Dade Department of Regulatory and Economic Resources (RER)_ E, MATERL41 CERTIFICATIONS I_ Notice of Acceptance No.19-0305.02 issued to Kurarat Alnierica, Inc. for their "Trosifoll, 11traclear, Clear, and Color P`B Glass Interlasers-, expiring on 07*8I24_ 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. fm their "SentryGbvt (Clear and Waite) Glass Interla4 eii", expiring on 07/04,123, 3. Notice ofAcceptance No. 18-1106.10 issued to Vision Extrusions Limited for their `Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 0930124. 4_ Notice of Acceptance No.18-110611 issued to Vision Extrusions Limniied for their series "VE 1000 Tan 202 and lighter shades (tiou-W'h#e) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 11-7.9,121. F. STATE_NIEkTS i_ Statement letter of conformance to FBC 716 Edition (2020), dated 0201/21. issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2_ Private Labeling Agreement dated 03.V&121 between PGT Industries, Inc. and CGI Windows and Doors Inc.. signed by Dean Iv Ruark, P.E.. V.P. Engineering. on behalf of both companies.. G. OTHERS 1_ This NOA revises & renews NOA# 20-0429.05 (PLA w/CGI), expiring 041141.6. 2. The current associated PLA CGI file #21-0205.01, expiring 0444026. E -6 t Ishaq L Cltanda, P.E. Product Contrail Unk Supervisor NOA No. 21-0205.03 ExpirationDaim: April14,2026 Approval Date: March 15. 2021 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBM TIED D. QU,ALrrY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 1". 529.14 issued to Vision Extrusion Limited for their -I%Ik to Rigid PVC Exterior Extrusions for Windows and Doors''. dated 08/13/15. expiring on 09-r30119. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their ' 171 1000 Tan 202 and tighter Shades {Non-317nite) Rigid. P17C Exterior Extrusions for Windows and Doors". dated 1110VI6. expiring on 1129!21. 3. Notice of Acceptance No.1-"528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions .for Windows and Doors", dated 08113115, expiring on 0930/19_ 4. Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAIN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors' dated 09115116- erring on 02104121. 5. Notice of Acceptance No-16-0712.0--1 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Lift-tisions for Windows and Doors" dated 09/15/16, expiring on 04/16+20. & Notice of Acceptance No. 164712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their' White Rigid PVC Exterior Extrusions for Windows and Doors" dated 0&110117, expiring on 0128/1 S. 7. Test reportsNo(s). 10-002-792(A), 10-06-MO527, 535753-09. perASTME-84. ASTMD 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cel ukmc composite material. (Subm tited under X0 4 v.11-0107 04) 8. Notice of Acceptance No.14-0916.11 issued to Kuraray America., Inc. for their "°Sentr yGlast (Clear and White) Interlayee, 8 on OVO4/18. 9. Notice ofAcceptance No.16-1117.01 issued to Kuratay America, Inc- for their "Troaollt U-1tr. aclear, Clear and Color PVB Interiayers ', expiring an 07M8?19. F. STATE?�NTS 1- Statemmt letter of conformance with FBC-511Edition (2014) and FBC-0 Edition (2017). issued by manufacfiurr, dated 09/14.117, signed & sealed by Lynn Miller, PE_ 2_ Statement letter of no financial interest, dated 04/18t17, issued by Manufacturer, signed & sealed by Lynn Miner, P.E. 3. Ixtterof lab compliance, part of the above test reports. 4. RER Test Proposal No.17-0387. dated 090517. signed by Ishaq Chanda. P.E_ G. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series -5570,'2770" Vinyl Sliding Glass Door (Reinforced) - L.M.I.", expiring on 04/1,Q1 _ E -,3 1 c�� 7 Ishaq L Ciiaada, P.E. Product Control Unit Supervisor NOA No. 2142055.03 EspiratianDate: April14,2026 Approra I Date, March 2S,2021 N N 2 O U O OL a o O c . CD C5-0a- U � to CD C '= CU cu 'a N C O ?� CU C O -1.-_ CU LL. O CU .Cn v� "0 E w U-O O 2. F— C.6c -0 C/) Q Q Z Z W .J cn CV 0 N w N 6 +:Ei CG r- o C-, M C'S Q N ,l x �- .y O � y N t + N � X •� c cc •3 ,�, °' y U C O E 0 V q E tf� Cn _ co O > L CL O CL Q L v O L CU �J CU m < CL O LCU w Z J Z Z Q J a SHEET NO. PA 1 A August 10, N _C t!3 M O �... U MIAMI•D1AQE MIAMI-DADE COUNTY CL 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY ECONOMIC RESOURCES Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC O- O (1)M "0 Q- AND (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175.2474 T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ++ •� 0 U Cl)NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv 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 -� O 0 C 0 L N Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS C) U- = Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet l o g f 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I o g f C O LL a--• prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Lintel 1, prepared by Craig Parrino, P.lE., dated March 24, 2003 and Drawing No. " 1, dated 03/24/03 and Drawing No. LT4612, titled Cast -Crete 4 , 6 & 12' O Q SCOPE: "Cast -Crete 4", 6" & 12 Safe Load Tables", sheets I through 3 of 3, prepared by LT4612, titled Cast -Crete 4 , b c4c 12 Lintel Safe Load Tables ,sheets 1 Lintel Safi Load Tables ,sheets 1 through 3 of 3, last revision dated 06/12/14, all •� — (D L O This NOA is beingissued under the applicable rules and regulations governing the use of construction materials. PP g g Craig Parrino, P.E., dated March 24, 2003, last revision #1 datedApril ril 28, 2003 both g P P.E. through 3 of 3, prepared by Craig Parrino, P.E.) dated March 24, 2003, last prepared, signed and sealed b CraigParrino, P.E., on 08119114. P P S y 0 •� to O cu Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on 'C M ~ Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS 'C (AHJ) 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated pages through 14.236, le this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Haman, F.E. C. CALCULATIONS d sealed b Parrino, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 0S/29/03, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department o� f Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and seined by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 es, prepared b Craig f leg p P y g E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E.. signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc,, dated 0811912014, signed and sealed by Craig b Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 1.2" prepared Y g g 2002. 1. Letter om Cast -Crete Corporation, dated February 03, 2012, signed and sealed P �'y g Parrino, P. certi to compliance with the Florida Building Code, 2014 Edition. .�J' g P� g Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. .�' by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None' B. TESTS County logo. "Cast -Crete 4", 6" & 12" Lintel Sae Load Tables", sheets I through 3 0 3, prepared b .i g f P P Y 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March]], 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the P B 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number receded b the words Miami -Dade County, Florida and followed b P Y tY> Y D. QUALITY ASSURANCE 1. B Miami -Dade County Department o Regulatory and Economic Resources (RE y �' P f g" '7' �' 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - ell shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P_E. n 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 o , E-5 as well as approval document mentioned above.itz The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. — elmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor elmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor p t ✓ • t< �✓'� elm A. Makar, P.E. M.S. Y r Product Control Section Supervisor --E o f4 " �J M �4oi_ %Yi✓ NOA No. 20-0630.15 NOA No. 2040630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 ro /7 Expiration Date: 09/11/2023 p Ex iration Date: 09/11/2023 P Expiration Date: 09/lI/2023Expiration Exp Date. 08/20/2020 v og2o,%2m 2 0 Approval Date: 09/20/2020 Approval Date: 08/20/2020 Approval Date: 09/20/2020 proval Approval Date: 08R0/2020 n C, C Page 1 E -1 E - 2 E - 3 3 ro cn G ra C E ro a o` Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1, By Aflami-Dade County Department of Regulatory and Economic Resources (REM, E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS }, 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Cade, 2017 Edition, issued by Cast- Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- CU 0 A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. CU 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details'; sheet I of > 0- 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. CL LT4612; titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 O through 3 of 3. prepared by Craig Parrino, P.E., dated March 24, 2003, last i— revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on U January 22, 2019. =3 B. TESTS 0 1. None. CL C. CALCULATIONS �, 1. None. (1)) D. QUALITY ASSURANCE U 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. O C" w CAie my A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. < Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 09/20/2020 Approval Date: 08/20/2020 _J E-4 E-5 n- SHEET N0. August 10, 2022 PA 1.5 PRODUCT R'R`Ajat1ATEON REPOIt'CNO. 20-0728.67 2 iBplttlC"r R.VAt.[OAT),QN pga'C NO_ f0.f721t.07 3 ZJ�I_LTE_coC. TILLIT TESTING Y ENGINEERING COMPANY Z�$T.REPORTS: 6. MATERIAL CHARACTERISTIC$ AND SPECIFICAT10MBN WAr.rkR A TTLUT; JR., P.E. Ie11ttCTOfP l.Com Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components Indicated on 201. 203 as r section 1626 of the Florida BuildingCode. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document P. E.D. drawing ( 9 EL,A�N. M, 9 as per TAS 202 Protocol. Test reports prepared b Hurricane Engineering & P P P P Y 9• n9 No.20-178. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 7 Testing, Inc., Reports # 96-569 dated 08/09/1996, #98-670 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176, PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/18M998 and # 2128 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7.1WITATIONS AND CONDITIONS OF USE: REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7A. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on shoat 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E. D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tllteco, Inc, and signed and sealed by Walter A. Tillit, Jr„ P.E. PRODUCT SUS•CATEGORY: Storm Panels 2.3• STRUCTURAL ENGINE ERING CALCULATiQNg: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as Wei( as maximum anchor spacing vs. design wind bad and panel MANUFACTURER: length based on rational and comparative analysis, and In accordance with section 1818 of the Florida Building Code. Calculations prepared by Tilteco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood theme structures. 4800 S.W. 61 Street dated 11/03/00 and 03112JI5, signed and sealed by Walter A. Tillit, Jr., P. E. Davie, Rorids38314 1. PURPOSE OF EVALUATION; 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Wetter A. THIN, Jr., P.E. (Florida License This is a Product Evaluation Report issued by Welter A. TIRIt, Jr., P.E. (System Large missile Impact under section 1026 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of TBl000, Inc. (Florida CA-0006719). ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. 61020.3, Method 1 D of the Florida Department of Business and Professional Regulation. 4, WIND LOADS FtF$I$TQNrc (y1,tt„0100#1, ANPR��F X. TI(��T✓ �X-;_. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind tiP VCEN '••. This product is being Issued an Evaluation Report as described herein, and has for In pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15, 18, 19, 26 and 28 of 28 of Product Evaluation Document (P.E.D.), drawing No. . _. - 44167 ' -r:been I= verified compliance accondance with the 2020 Seventh Edition oT the Florida Build Code, and to verify that the product Is for the u Building fy p rposs Intended 20.176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, f 1,��2 -_-....._�-5 #,:._._ _,,* . * '.�t.41 STATE OF at k►est equivalent to that required by the Code. 14, 15, 17. 18, 19. 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. ( G,c ., 10Rti).: ' ' A,F`s1SlOIdAL' This Product Evaluation Report shall be subject to review and revision In case of 5• INSTALLATION: hr,_NNNNgtN a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2, EVIDENCE SUBMITTED: sheets 3 thru 7, 10 thru 20, 23. 24 and 28 of 26. of Product Evaluation Document DA TI TECO ADMON RECORDS %P. E. REPORT-20 I GLOBAL PROTECTION PRODUCTS, LLC % GAGE p q � Z 1. PRODUCT EVALUATION DOCUMENT_(Pa�.r p (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANOMSTMSTORMPANEL%oawor2o-,re%RE FtTw2MraM Drawing No. 20-176, titled 020 IMAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 28, of Product Evaluation Document (P.E.D.), drawing No, 20-176. sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part, Is AHNuf)FNp" Evaluation Report. .o.0 -t loo RCWiA N T� o �� NON ✓ E it t ,- _ - T - ._ - Na. 44 j 67 r 711'.p A. ` -' T 67 _ ..__ / / ••' STATE OF a ... .fi�OP,IOP .•'4� Q,rc •!tO1.1R10 ,.,i► �'""g 6355 N.W. 36th Street, Suite 305, Miami, Florida 3,3166 - Phone: (305) $71-1530-�isgys/�f S;ONA11ENl��a � INfU1NLIN 3INERAL NOTEN: 93) M CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE iAISTMD WALL. ANCHORS SHALL BE LONG ENOUGH To REACH THE AAAN STRUCTURE BEHIND SUCH PANELS. 1 STORM PANEL 910NM ON 7M5 PRQNKT E1MLWhON DOCUMENT (tPCD) "AS SEEN VEX.M FDA COYPLWNCE IN ANCHORAGE SHALL BE AS MENTIONED M 9. 1) AND M 6.2). DA ACCORNCE WON IE THE ;= (OIA to=") OF TFLORIDAaukom (C) 10-W20119-AM MILSPECRIC DESIGN WINO LOADS S'114L BE DETERMINED AS PER SECTION 4620OF THE ABAUVE MENTIONED COOS. - 1/4Y TAPROOM ANCHORS. N MANUH7,CRARED FYI; T.W. VADEK, NYC _ r14-10 P,AIEL"It FEWLE O AM PANELAATE PLUS ANCHORS. AS MANUFACTURED BY OCO CONSMI.Ci PRODUCTS FOR A WIND SPEED AS RCWKD BY THE ,NIRISOICTWN WHERE THEN SHUTTERS WA.1 BE INSTALLED AND FOR A DWEC?bD"nV FACTOR Kd-o.65. USING ASCE 7-IS OHO SH4L NOT EMCEED THE AL{,TWW (A.",) _ 1/1"• (AG SCREWS PER NO.s. DESIGN PRESSURE RArMGS INONATED ON .SHEETS I THRU ,2. I.. A!, 16, T9 a 20. _ /16Y , 6 /A' WOOD BUSHING. AS DISTRrBUrED BY ALL POW SCREW, BOLT ItSPECMLFY I; IN ORDER TO VM V THE ABDVE CONOIIIUN. ULTIMATE DESIGN WARD LOADS DETERMINED PM ASCE 7-15 C 1) MIN"" THREADED PENETRATION MID WOOD OE TAPCON ANCHORS SH,LLL. BE 4 1/2- AM 2- FDA ELCO PMCLA{TE PLUS SHALL BE FIRST REDUCED TO AS.D M IC4 WIND LOADS BY MULTIPLYING, THEM BY 0.6 M ERMR TO ,HAD PANFLWLE FfYNE 0 COMPARE THESE W/ MO (Asb) OCMGM PRESSURE RATINGS INDICATED ON SHEETS 7 THOU 1x, 14, It. 16. 19 • 20 r .2 MINIMUM HON LR LAC SCREW NA 1 ' 1HREADED 0 THE W000 FRAME UNIT SHALL BE 7 NO THREADED M EDINALLOWABLE AN SIHESS F N VERIFY THU AS JQL USED THIS PER AS TRTCD WARE NOT OVER '6TRCSOO A S31L EN DETERMINED SlRE95 FOR WINO LOAM WAS DDL VSCO W 1NCK ANNY515. r{51CNM5 SPACING TO W'000 rV5 BEEN OCtF14NM1E0 M ETRA STUCCO PENETRATION INTO STUCCO SHALL, HE CONSIDERED AS PART a THE REQUIRED THREADED PENLIRATCN ACCORDANCE 'ARM N.D.5. 2015. C 3) M"MLIM EDGE INSTANCE or LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THE. (ARMORC STORM PANEL'S ADEDIMCY FOR IMPACT AND WIND RESISTANCE HAS BEEN MIRIA 0 IN ACCORDANCE WITH SECTION 1626 Or ABONE MENTIONED CODE AS PM HURRICANE ENGINEERING At TESTING INC REPORTS 96-5a9. 96-S70 A 95-130 AIR) C.4) AerudA FORMATION OF WOOD BUSHING SHALL BE S/B' 1/.• •-2U SCREWS USED 94AL Of I H/2' LONE MINIMUM FENESTFMADM TEST" Am AMC, REPORTS #2032 • 02126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203 '3IOLAD STUCCO CRAFT. AND 1' MINIMUM FOR WALS WITH NO STUCCO As WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT /0219.01 -09, AS PER TAS 201. TAS 202 AND TAS 203 STNIDARDS- C S) IN CASE TIAI PRECA6r STONE. OR PRECAST CONCRETE CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOVMD ON THE DUSTING 2 ALL NW,NFM DMUSIONS TO BE 6063-4 ALLOY AND TEMPER. (UNLESS OTHERWISE "arm) SEE SWEET 2 WALL. M010RS %ALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BCHWD SUCH PANELS ANCHORAGE SHALL BE AS 6AEYI10NEO M C 1). 4: 2) a C4) 1 ALL ALUMINUM SHEET VETA USED AT CLOSURES SHILL HAVE 31OS-1414 ALUOV. (0) ANCHORS SHALL M INSTALLED FOLLOWING ALL Or TIC NECOMMFNDATIONS AND SPECIFICATIONS OR THE ANCHOR'S MANRACTIAEN A ALL STEEL SHEET MEIN PANELS 5HAL1 HAVE STRUC?IRAL QUALITY STCE1.. ASTM A-613 GARDE SO MINIMUM. G-W OMVAIM STEEL DESIGNATION W/FY- 56.5 NM (01ER ROUED). 6 PANELS MAY 450 BC INSTALLED NOW70NTALr FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEET' 4 MROUGI 6) EXCEPT THAT READERS M•® SHALL NOT BE USED S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 A9 SERIES OR CORROSAa! RESISTANT COATED CARBON STEEL AS PER DIN 5001a W/ 30 10, YIELD 510117,140TH AND 90 MM TENSILE STRENGM It SHALL COMPLY W/ sLOmM BUILDING CODE 0 IT SPAS BE THE RESPONSIBILITY OF THE CONIRACTOR TO YEMFY THE SOL94ONESS Of THE STRUCTURE WHERE 9NTTM 1S TD BE SECT" 2-113.3.4 ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTA04M TO COWAICTE, BLOCK OR WON FRAM[ BILDINGS. 6 OMISSIRIN TO BE NLYTY A-307 GALVAIRZLD 5TE1, OR A61 3D4 SI7NI5 SIAANLESS S7TEL WITH 36 L11 MNIYUM YIEUD 5NCHORS. 10. EACH REGULAR STORM PANEL WTI IEOTHS OVER W-B THROUGH 12'-4', AS PER SECTIONS 6, 6. 9 ♦ 10 AND ALTCRWP45 9W, T ANCHORS TO WALL SHALL 9C AS FpLL(NWS 9W' • IOW ON SHEETS X 6 a 12 RESPECTMLVY SHAL HAVE A LEGIBLE AND READILY VISIBLE MARKING INS,NUCTWO OWNER OR TEIMNT TO SECURE PANELS WITH APPLICABLE REIWORCEMEM DURING PITMODS OF HURRICANE WARNING (A) I4.00� I I THE INSTALLATION CONTOW10N M TO SEAL/CAUL( ALA. SHUTTER COMPONENT EDGES WHICH REMAN IN CONTINUOUS 0WACI. WYTw - 1/4.9 TAR:ON ANCHORS AS MANUFACTURED BY I.TW BUILOI.A,. INC (MR, R'c 3192 p..,) THE 9URDING TO PREYT'NT HAND/RAM WrRUFAON - I/C • . 7/e" CALK -IN ANCHORS. AS MAMUPACTUATC BY OCAPILT INC (MIN. rP-3000 P. 1.) - I/4.0 I, 3/4' SOUO-SET *W-M . AS DISTRWUTED BY ALL POINT SCREW, BOLT A SPECIALTY CO 12 STORM PANLL INSTALLATION SHALL COMPLY WIN SPECS INDICATEO W MUS DRAWING PLUS Ater BUILDING AND 7DNM RECULAIIONS ( WAR `: 3000 CA,) OROAMB D , THE JUIR DICT10N WHERE PERYT IS APPLIED TO - 014-10 PNELAAATC FEMALE O r PAIELAMR PLUS ANCHORS. A, MANUFACTURED BY 13= CONSTRUCTION PROOVCR. ' 13 (P) TARS PRODUCT EVALUATION DOCUMEM (R.ED) PREPARED BY THIS ENGINEER 15 LONERIC AMC DOES NOT PRDVOE Mr~I*N (MIN. -33So P..;) FOR A SITE SPECJPC PROUECI, I . WHERE THE SITE CONDITIONS OEVIATE FROM THE P E.D - 1/4•• Cr TAP-ORW ANCHOR'S, AS MANUFACTURED BY TRU-rAST CORPORATION (I'P-3600 D..r) (0) CONTRACTOR TO N RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A 1 1IIRIIIY fLBE011ENT OF TAPCON ANCHORS IRO POURED CONCRETE SWILL BE I 3/4'. Y FOR PANEL WE FFIANF BASED ON THIS P.E.O. PPOMOED HF;/9HE ODES Rot OEAAIT FROM THECONa710MI DETAILED ONTHIS DOCUMCM 10 AM PAWMTE PLUS AND 1 1/4- FOR CF TAP-" ANCHORS CONSTRUCTION $AETY AT SITE 15 THE CpRWCTOR'S RESPONa®Iri A2) CALX-IN • SOUD SV ANCHORS SHA.L BE EMBEDDED T/e INTO THE POURED CWRETE NO ETA IEDMEM INTO W THIS PRODUCT EVALAAT 4 DOCUMENT wU BE CONSIDERED MVAA IF MODRIED STUCCO SHALL M PERMITTED 1/4. 9-20 SCREWS USED SHALL BE I I/2• LONE MINIMUM 94OWD STUCCO DIST. 40 1' MWNLA FOR WALLS 'WTtI NO STUCCO. 414D MAY er HEADED SCREWS OR ALL TREADED SCRM W/O HEAD. (61 SITE SPOCPIC HPQIECR SHAL H PREPARED BY A FLORIDA REGISTERED EHONAICTR OR ARCHITECT WHCH WILL BECOME 10,E an WITH HANG NUTS (NOINQR Or RECORD (E.O.R,) FOR PROJECT AND WHO FALL BE REVONSIML FOR THE STONE. ORS CONCRETE HAVMS, WOOD BOARDS 14 FOUND a THE A 37 R CASE TWAT PRECASTFLOOR. PMOKSE OF RTAHE ACTING ENCIPW TO PT (HUGINW. piyy SVBW1 10 THIS LA LATTER T04E SIM SPPEECIFIC DR.�AWIING$ FORREVIEW� SHALL ENOUGH CHSnKftTHE AI STR SUC PANELS WALL OR R SHAL ANCHORS SHLAJ. M LUNG SAND Ar A, REACH ML MAIN 51RLICTUAE BEMND SUCH PANELS ANGrORAM SHALL N AS MFNTONED M A1) AND M A2) (.) THIS PED SHALL BEAR THE MR AND ORIGINAL SEA ANDSNRAIURE DE THE PROFESSIONAL THAT NG [NYLLII Or RECORD T1AT PREPARED T (0) 10aU9TINGON GG= Wily BXAN --WM. Lr.90' 1 /4' P IAPCUN ANCHORS AS MANUFACTURED MT I T W BAWFX, INC t4 SHUTTER MANUFACTURCR•S LABEL SHALL R LOCATED ON A READILY MSWF LOCATION AT STORY - t/4' F . 7/e• CALM W ANCHORS. REAAI VFACIUREO ITTAR. T DNAL7 INC (MrC ISDO t..,) PANEL SHUTTER IN ACCORDANCE WTN SECTION 1700.0.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL 9E PLACED FOR EVERY OPENWC. LAMMING TO COMPLY IIISE"TEN I709.9,2 OF THE - 1/4*0 A 3/4' S0.q SET ANCHORS. AS DISTRIBUTED BY AL POIM SCREW. BOLT At SPECALTY CO. WO FLOMM SMOCON (MN _1:P.A.I.) tHHS oRABMO SHALL ONLY BE 1N30 TO - /14-IO PANELNATE FEMME 10 AND PAMFLMATE' PLUS ANCHORS. AS MANUFACTURED BY ELCO C„ONIVOLIC'/ON Illllb pBUVNI F'ERWIS W THE STATE DF FLORIDA PRODUCTS (MIN rC-2o71 p..A) ,MANNA A 1/4- • C•F TAF-GDP ANCHORS. AS MANUFACTURED A TRU-FAST CORPORATION M" iG Q�•''•-•t/r / 7� • B I) WNWW [MOEDMFM UP TAPCON ANCHORS, nCG PANEUMTTS AND Cr TAPCORED MICM011. INTO TN[ C uC fLOR10A -BUILDING CODE NI h Y•bei NLMrlee BLOCK uwt S4AL,. BE 1 A/.' : ' �• 4 •;. £ .2P7P MI= KK 20 CAGE GALVANIZED STEEL STORY PANEL 167 W.2) CMX-IN r SOLID -SET ANCHORS SALL BE EMBEDDED 21e INTO THE CONCRETE MOCK UNIT No L INTO STUCCO SIVLL N PCRW TTEO. 1/.' •-30 SCREWS USED SWL K 1 1/7- LONG MINIMUM CO EXIV. AND I' MINIMUM, AOR WALLS WTH NO STUCCO. •Qt CTA __ 1�---__� 4.�/Vp�� n•G�e/� •�AA�/w��w.A��//�-R�• /� n. �-�' _�J / tL GA.AAIIW.a' PRDTECTION r•A••••{•••F,KI LLC. _ CONCRETE AN DM (ea SOnmAE CIA` SHEER 0 1MOu0H a) INSTALLATION DETAILS FOR REGULAR PANELS(1)_&_Q INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES coMmoE.a. mu 100'am" ON AR-un B Twools.. 9WHoola a" �i-V,. Cd1OWTEBETI ARCHOW .O Cllgl►4 P'0111ED `.:/ [K6TING POURED 1S[[lf a 1!AlO,HON 9O \ - RIX1e�: I y. Y 99L,ECOrIC1ET[ AEOUIED. I�` It:J\ T 1WMt\• +/Y -'iI• LIAR._- „- as ears /Y. '' MAR- • ae- - . --_. -_ T . - T.__.._.. ,�I I ._era • � m. 1 , F a 1 t DIIDKIc A'aAKD Eo I 1 i t� ODfTWO roulcD � ` 1 4 I. j E.0 ` I IRIK411ED 1 _O Z r 1 p CONCRETE REDUCED., 1� -� rAm y,,�aW+l�. ram' � '� � � � 1 ��yy3/ �1 :rt. L �::\ 1 I I P t.: t 1 Mq MR • •. i:..(, 1 9WP MJR I 1 a . ow a a 1 I1 SMR�LA� plA I , E i ° ` • r 1 He Ir C C. a 'It {� -iro w, sNJwATON i (( O m °�NN 1 . A•J y i 1y3� 1� fom�i ; .`r AIW. 4 J ro NAM ; i mAW�_! I �jFIX1 rA.M�He. 1 C 6I i '°' 1'WP aaa I L^ iiii �y A a4e' �j Ly I E , > Dn1MQ.J I H O.NW�..) 1 9 1 I I I AAAB I . 91A,IP 1 l I 1. ! 1 � 1 1 1 1 { 1 1 I •' O 1 I 1 1 I I 1 1 1 1 1 1 '� 1 1 I 1 I I 1 4} ail 1 �)R�10 ! Y 1 I I I j�.'�y j.: I QEI,� I \::ij:.: 1 1 i 1 ..-_ ca""NL�:. 1 12 t OC• f Oo. 1 ' aRo • 'D., ED 1 IL 1 © 1 w241�r. [R19RNB PMIKD LD ` 1 E9fFWG PDLRE, to 1 11 Vr CC �, I !' CaNGRET[ oil CONCRETE ROCN I p"p` Oft" R , COMDRCTC OR I _. - - AEDIARED ., I ,2 r/r O.C. r I _ t CONCRETE BLOOM \ - CONCRETE BLOCK , I ...-S.V.+-w... I RIOUMM 1/2' QWw[D I 1/1' IL" I ) EIe1M6 Nq Rrp r , asW�I U'-1' YA. / _ ' WP 1 - RIOUM '/A•_ Aw Ga911•T) \. /� - ice � - W//T- _ SCONDOM T,1pmlC0 Y/NCIq'STW ,-9M.. a Orr4 (COONCRETE & Lo " • ---C D \\ � ANCHORS ` ..(a { N`-(ITS : lM1A 101WAtA11O1 a. �; � Yf1. rW (9R fatOUA[ ant Sian 0 T/ROICN 6) \ ENQTI a T4wuo. 9) SCHEDULE ONµ RWRn 6 R9CWH 0) OEM a "COMM 6) ' FOR SEWALL wouUTM ] 'g;i 3/e 1' , _.._T .. _._....... _. I , » MAA i OI tls 1 1•Rp,,M. 1 i 1 i rA MR W e 1 I LAN 1 1 t2 r ot), CCONCRETEEXISTING � �3/4e i'; IEDUUED. -. E.0 .._ . ,. wNCRCE M.. %HEIRAL OK S Y[76 a T"AlCkM 60 CEIUNr ,MR O 3/wA WOU�1NSi 91l1111 gu NOUMM ALtF6NAiE1Ii0 YGuNnNO W]/0-1WALL 3/a-L• E.D, - EDGE DISTANCE (SEE SCHEDULE ON SHEETS a a 9) E>ClT7 .rER CIWIBIIIIIIGM OF SrR10N4; TOP a BOTTOM MOUNTINGS CAN BE COMBINED W ANT WAY TO SUn ANY ! INSTALLATION PROD1142'r EVAI.I'AnON REWMT NO 204727.0± 2 I M Eco INC- _ __ - TILLiT TESTING C ENGINEERING COMPANY 2.2 TE8T B RTS: ._.�. _ Large missile Impact load tests were performed under SSTD 12.99 standard as WALTTiRA. nLI TT, RL, ITE Nlteootawl.com per section 1609.1.2 of the Florida Building Code. Uniform static loads as per PRODUCT EVALUATION REPORT IL O. � � ri X106; Section 1709.8.3, per ASTM E 330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03111/02 witnessed by William REPORTNO.: 20-072T.02 R. Mohner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2000, signed and sealed by Edmundo DATE: July 27, 2020 Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida PRODUCT CATEGORY: Shutters Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. PRODUCT SUB -CATEGORY: Stone Panels Gonzalez, P.E. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM Tensile test report No. 9CM•198 by QC Metallurgical, Inc., dated March 13, 2000, PANEL signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 10KM-I MST dated December 1, 2010 signed MANUFACTURER: Global ProtaCklon product. LC and sealed by Jerry Jeciofano, P.E. as per ASTM E-8. , Florida51 Street Davie, 2.3• STRUCTURAL ENGINEERiNG CALGWATHM Davie, Flo33314 On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel 1. PURPOSE OF EVALUATION: length based on rational and comparative analysis, and in accordance with This is a Product Evaluation Report issued by Walter A. T1111% Jr., P.E. (System section d 12 B the Florida 7/13 (for Coda. Calculations prepared by Tlltette 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No. Inc., dated 12/iB110 and 08R7/13 (forthda revision), signed and sealed by Walter A Tlllit, Jr., P.E. $1620-3, Method 1D of the Florida Department of Business and Professional Regulation. 3. MISSILE IMPACT RENSTANCE: This product Is being Issued an Evaluation Report as described herein, and has Large missile Impact under swoon 1609,1.2 of the Florida Building Code, as per been verified for compliance in accordance with the 2020 Seventh Edition of the SSTD 12-09 Standard and TAS 201. Florida Bullding Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. 4. WIND LOADS RESISTANCE: This Product Evaluation Report shall be subject to review and revision in case of 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind a Building Code change that may affect Its limitations and conditions pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. 2. EVIDENCE SUBMITTED: Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 1U,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 21. PRODUCT EVAI UATION DOCUMENT (P.E D,)i 24 Gage Galvanized Sisal Storm Panel has been verified for code compliance to Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', work as a non porous storm shutter assembly, as per SSTD 12-99 Standard. sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Wetter A. 131111ITill1t1 EvalluatiDn Report.dated 07/2712020. This drawing Is an inta�tylitSKAj))"I E� A' 7f, T� �r .Y....�ryEN�F�/SEC•((.!,:P% - � '�,\aENse •.9 y 7 1*1 ,�s-1167 -'C _. _.- 4Frn. G4i 67 z a. �. 5 EOF -s•E �D 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871- ? jtq(36 'I -1531 Nyif�ON1AIL AHAt1TH1Hp CO ONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-17 - .- _. 'ISIN'(WTAL WON) - _ ._.__. _.___._....-_-..-._...$5. 106'(TOTAL WIDTH) .-. I'll'', - - - - _....._ 1a.500' (EFFCCTN[ WETH) ....-..... .- .. � I - --- ._-..-...6 1/4' .....--------- - --. .. .. -_- a250' _ 1 _.1.3yND 1.35o• 1,360,� 300' ,i _ ..... ..-�1335_01_I,.1,sm- I I r' r ' y' ,F;1 1-1.330• - 0.036. 4RL TM.-�f, 1 _ `�,,,�t�� / C\ _ _ • Epp _ _ rALMNWigo STrY .AA„• 1.4�'. �' AM A -"a �y,•YRI. TKK -r_ OMOE 60T-• 4. IIr' /, aS7' O.Wa AE/R'1c4- /,�e `.) 2.E3r I.OILVAIOED 07EEL EDGE / f 1 } G-60 WLY. 2. � J51Y 2. r' /. J t • "-L' 11EDGE0�.� GMOC SO MINIMUM DETAIN A.I HEMMED `, 6RAL A: EON G-IIG Wv. EOM 4 AR A ALA 6A I- , 44.4r ------ _._.---_. ,-160• _ .-.. AEI. I .. 1 - _ _._. ---a.aso• - - - - -. _ r.35C © STORY PANEL 0END STORY PANEL - 21ar - 30. 2,107 PAAC13 END UP / �-` F L 100• ,E q 1 125• - .75o• r 1/416 ,/4.0-M .125- 2 I l0. s% XH M/ +BARRED race � 1 .100• - !.125• MW - L750'.- .l 0 1 ! .±o A Mt�f io A/i ANCILD r -'l f /11//�,�_ y50.09' 3.373' 100 .Oar _ I .003•�093•I lI . "000'1.000• SE[Ob9' A39• yC•1.", ,,, It. O_ I I DONE, :JO13#'.i A 1 Ir. NU4, .....I �+ • � JI •BEG i 1'._. , 123" �_.. VIEW D A f_. - )- IV in" a. - 6 Y•.. t.SQY _t 300 ISOMETRIC EUIL 1201.L-._2.wo . 'I-2.000• - RDUHDED CORNER • ENDS OF PANEL'S ENO UP W/ HEMMED EDGE. O Mh4r HEADER O3 'U' HEADER O4 © ANGLE WITH STUD @ ANGLE WITH (µT. S) REVERSE STUD A , SIR . _J 1/la ♦ 2/14 374 pBB r •.34. ',,*3"* rAt � Tip 'Co IRA 374• 3to ^'7'Jo•- r $ .. 1 .. L. i .' _ J 21V'L'/.',_M Sa SERIES t.40ri.0e3• _623• 37_!' .3 • 1 (_ ._+afi•.11 +9• E ,--r p,�p. , Ss TVD IINCT[D To - � � ATIG(i • Aa -, Ot ---, s7r ; l.e7r L�, N -1, - HBO 1 OBS' .3 A.OB2' •E,�. I500• 1 3/n'..OLE FOR A 1.7,0 3' �J. 1 OTD• 750• 31W LOCATION A _.1N6T + i 1 U. _. L.. ' _ ' I DSO' 1__ .. [YEA PANL OVERLAP A - A,L .0a7• - I. . -... _.__..1 1 ... -. _ - 1 // 2.Dw' - --ITT) 7.�• O KEY HOLE WASHER e2s'• 0113• © 'F' TRACK ANGLE g ,3LA" _I- TRACK T FLAT PIATED 0.OSV (AMA•) -.064• INN WITH STUD aALVANIEED 47EE1- - I-3A`'�. �,P p. "W"I' YW IV aONf. ;, 5 373•• ,I, ' ,43ro .979•• 1 : i -J lie' - r T i i N0.44167 1 -930• 1a5-_ is - . _I I T�mFp ; * . •1r : * FLORIDA aWIDING CODE h YBNN 1 06TI 7S•.. TCD WING NUT [DN a PNNEL STATE W °°°°° nEm, .c 20 DACE GALVANIZED STEEL STORM ks", t• ; ...I ® KEY HOLE ,to 0 �fr .._ .-2.000•_-_- �- �T PANES --'�-- �1 BAL PROTECTION PRODUCE; BLC.ODi6A % ,a • • • 1 - 4; OIL E C O RfIC. -M 6.W, SA f1RuT ® 2 X7 Xi f4 NtETMA7NELY, u6e 1FRc N{/I W/aR I /.•t7 WNW. n 33E11 AUNINU111 ANGLE MONoumC RM6rQ! W/ AOOITCNM / ` u NI. w.Wr a n IF MANE. lwN6F-26a. Fa: (96•)w +l • I/r./2Y N4YPER Is'TANLESS ••� Oi -,O . w, : DWE ewRu -` G-1 aorta f11a OR NICKEL nAtm STIED). [ fDNJII•ATLAR/ME A T4Ns X.. PL I- 1 ppWUcc- 1 OR FAABOMH IDW a 0041NEE AkOCft 1 •"I'l;; aL " MNL 4 .LU6 an a W-GW aLTEaAL ON 61HG7 ■ ..) ,�,01 .)- ter.^ ( I ♦: J�t OONa[1[ CBPP. 1 ED. ( .. a.H REouEoo 1 1 3 1 '� I E D. 1 I , 1 L 1 11 '�_ �,L�pj; EK19711AG P13UR,L' 1,. I •1 1 /', CDWMl1E MOCK , 1 %"•-If f 1 ; I R[OURED. 1 1 ! .e i i ty . i 1 .TFA1' Y6.4 1 1 1 e1�AK - j I M efRa � A 1 1 NC1WK . NAY tL�TyE 1 U.M. I w WA f•KRRKP .- r i am a ;, 1 _(1 , m IMW ! ,1 1. m 1Y I t:/ I I ill 1 1 I T I 1 I I I 7!t "Ill' i 1 r i T »1 9 DKSIPC pMED E D 1 1 CONCRETE a1 -" A REDI CONCRETE aLOCK M E ED. LV+I, F .. R[a Wm 1 1 CONCRETE BLM r ( REOLMRD. I . ; 4V 1 ,2' „ ,]/. .---7 .w KN R/i- Pt =OANK_M OR i . _.. _.. A NC Ar4.A CONCME ARCMM . n ' - PLUS OR rF IAP-W DEf 9CHMW ail .'. \:J e Sm"Ia641 ON I Q SHEETS 0 IHROLW 0) F-� ILL SCALE 3/9-1' j'ELai SC^L .-=M"" IF REW T• WINE . VAAES A 1/9' r . - EDGE DISTANCE . TICK ALUM. TUBE OR 1' a (SEE SCHEDULE ON - _..�a� CO/ P T. WOOD FIAT[ S►ACEII .' SHEETS a a 9) W Akw ,• W,DE + VARIES . ,J6- / 1 r,bff FDN COMBBNALON OE � AY. TUBE on I • It vAnn N NP t WOOD pLAtr SPACM 1 TOP a 801Tp4 MOlM1TINO4 U BEHIND tRAO, 1 o ='� COWCOM A,CNIGIS COMBINED IN ANY WAY TO Stir ,J •' fart fC1YDH,Lt tR 1 INSTALLATION. s1aTTs 6 TI•ap .1 �_] j , Leif.i. A. 116,14 POURED � ?►' .. _-O)aYM rods----...- CQNJETE 01` - '' IAW. sA.a ILYDCpP rw I r _s; • ••. BB W�IA[ T 1/7" WA. COrIL11OC BLOCK f'BARiYI M9AYWAIa T "` NO WM ,»La . • •) 3 ,,.,. AMC". - 1NMare lDalHt. _ • • ►W 4116 X6 SECTION r.x &...os - � J/°_r 1E OKOLTA1L FOR SPACERS REQUIKD ♦T TOP ORIi91MM TRACKS ADJACENT TO STUCCO/MIOOD BANDS R101A, EM CLOSllfiFS DENS Fat INSULLATON IN POM OONCREIE. OR MIOOD WID FOR REUXAR. UFE S4E117 AND E 2 WING Sfailll PAlEL SYSi X X.oi-'e -t '4 At Lw�]�J.SWw`I�''AFWiR• GW-Mi! �pR• r-I RR 4 a.+MY6 ®IH.A \\ 4X L 0-m J� Hs 1:.«I: MyF' I 1 I ,Rwom •a L do ,:.I i Pir'i, NAr: _ 3 a "r 1_ _I - - A (-= r- 6 1 -i- =_J "'LA (PT 1 OA• awl: 1114 W K 6Wt N16-1 W.WA E1111 94 PLiN1 g . a GY' , 2M'' AAN41j PAIR tr N �I f "COI, - (fl-* Q r. r. 4w A _w_ //��\ IR I. r r ' \ (I)CRO, 1 ✓� i CJSL_G_ltldYlii(Pl I tM�RtO MO[PNIM■ [�R , 1 I- ! SCAR 3/,Scut• fGtL r /yI rWp -A'rRI.4e IN.I.WP AW'R pbIRIW :IR a ;RY W6AAoROIAp AN -Ow NON.• �M19An•..•-. I . - A / �' .aI W/ MpN,®p PWn A A. :M oeo A• w rAau 0-0 ! ��y f 3/16. T� DONS ANY CAS£ E (PLANT SCALE 3/16-s• PeFmtttYl• 7EVA_r.t ATION q'SpOBT A'Q 2e-r++T 03 3 5. INSTALLATION; Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shell be as indicated on sheets 3, 6, 13, 14, 15, 15 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Ii, .MATERIAL CHARACTERISTICS AND SPECI %CATIONS• Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 1a, of Product Evaluation Document (P.E.D.), drawing No, 20-175, Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175_ 7-UMITAMN&ND CONDITION QF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. T➢Iit, 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 Welter A. Tlllit, Jr., P.E, (Florida License No. 44167), President of Tlfteoc, Inc. (Florida CA-0006719). 7 /,- , -,-TV, ��7*� pp D3 TI TE00 ADMON RECORDe %P. E. REPORT.20 I OLO6AL P!t N P�OOOCTS, QALVANIZED BTE@L STORM PANEL \ORVIGR20-176% REPORT B 20-0727.1 ^, IRIQ 1/4, 2/4. 3/4. 4/4. 5/5, 7/5. tw/10, 2W/10, 3W/10, 4W/10, e/5 5W/10, eW/11 a 7W/11 3' MAY AWHM: FOR CONCRETE SEE lLMDULC on lNkF16 B a •.. __. _ ... -__.MS• MAK_ 1• MAR.'' --- - MR WOOD SEE SECTIONS ON Sm" t0 At 11 1' .R64. 6 0 0 6 D.M,. 2 3 4 + _ Y-- - 7 ] T' "I `l' ) -r T---r'-T I I r___Y -1' y ' '� ,- 1 -,•-Y"I---••-1"I , i. I.. I i I �i I I I ( � j 1� j l i I I l l i f 1' } L( j 1 � l T Ij I j 1 1 ill IH _ I BOLTED P%AAE(S W/ 1/M-20.1• %(SEE SECT PANELS - I 4f I 1 1 I S. M.S. BOLT W/ 7/5' K 3/32' APPLICABLE) ; I I �� a EA OVERLAP I (5[E SECilON5 AS I 1 ) I ! i I(SEE SECTIONS AS APPL.ICAalE) 1 ! I 1 1 I I I `i I ' L__)r � 1 1 _I ff .. 1 .� .r 1 I 1 '_...._ f ., i I �I I i I. �... I __.._ , 1 ' I , j j j i I II I I i If, i1 1 �i �•� ®•� o 0 0 0 4+6 4+ 6 r --3. � 1/4, 2/4. 3/4, 4/4, 5/5. 7/5.1�_6/5 r MA 1W/10, 2w/10, 3w/1Q 4W/10, MIN SW/10, ew/11 a 7w/11 ._ _ _.. ANCIIOR3: FOR CONCRETE IEE SCHDULE EON SHEETS a At FOR 4r000 SEE SECTIONS ON SHEETS 10 A It - .. 1/4• r MAX. DAP L103 X •:. -L 14 IL. 14 W t- 1 4 1 T1.1 I ill 2.67* 1/6' MIA. OAP (IW O.e6M 1. WSC E VALLEY) �L N.T INSTALL_!TiON INTO EXISTING POURED DETAILS FOR REGULAR PANELS(•% A 1.1A URES STRUCTURES ULF ON SHEET 0 ANC1100.c ?IDTOM SE . -I CONCRETE OR CONCRETE BLOCK W*100 CDNCR['T[ BLOCK _ _ wmca CORGR to A!'IE MICA Pp{R GOT CANGRT[ ]• Y•. -. Y0� _.... IONSSCH FDIW WOOD SEE SECTIONS ON 9[t1 12 WOOD SEE 2.61 RCOlIX1 . ObCRlT[ AIC,C116 RE171C011' po1IcItrc AAEICRS ,1EOLIIIED aorKRea ANCHORS ' ' T' WHOt YNLLY) L A 1B VA aaRt 1 • Y.A. f NEE 7aHmIKt ON . - - aCNmNE oil pTt (nK 601mYLL oil CA �1 RB TEN7 I SHEET Sal 6) '. "M 6)fvi I _ 1 . i -4 $: __ CJ '1 I. r U."I C_ . 4 I '.� 1, - 1 I L 1, • FI 1 -I�'11 ,I. �' i, 'i , . 11 �1 E6. , C I , 1 L MAX ;: , •., i'< �', v ; iv: ::` •:) I ;1r• J `�:• ' )/BB dean ,, i 1 i . d i i - '" ° is 1 i 1 Hw�_ 110 W. R Yn 11KW b q .o 1{ , (MMIC Nur ExY: e�eV e! E 4 c ' (F T I e 1WI 6 W( I.W i PPKK 'CW� i ) • aYE1N ; s r tNSI A I M I ��TE li 1-I I' _ , �. . I I IEj 1,/a„ 2a1' 1 o I ,,/..-2AN1's5 Sara W/ •, 'i ,,h r I'/a'.-aw,• Ian of '. • `IA f.S j 7 $ I' , � , _ .1' I n1 �/AW(L 501E DE X �E( ,WI �i I ,,11MO,NR,� MCN .1 ; Lik I : Utl*_' _. ___. --, F ,as WNUF': FJLN,_._.... ,,yjIA I A I I I__. . i i p I r -' I I LB.IWq R-OIAd I i 1 Y/Pe-1 I , ! Solt OF •l• p�TNp_I WAE -'-1 - •- 3• W. 0.. Yam we 3•W. D.Y..®a® ".". a A. 1M. 4 ,. , I or IL ANK , , .; , !T �3� A1AI / M" I • Yin. _ ANCHORS FDA CONCRETE 9a SY "aw ON Stem 0 . -. \Y 3 MR WOOD SCE SECTIONS ON SHEET 12 E 7 /6ti, a cp 7 cp EEUEEEP E L • 12 i 1 SCµ[ 3/3Y-t ! " I? 9L '_ E A. 1 F E i 1/4, MAX. -" DAP 1 J ). t F T F'flKL1 l.r a 'I L, ... _ 1' M. 1 1 4Y-20.J/4' W/ 7/S•K3/Ja' 5.9. 90LT WNC NUT : L_ A DAH QIJBM -..1-.WOLF IAYLL1� ... •. - --:.:-__ ..-. ,-- .y (Q (. /.� .tea ._L.. _Y(SQ B I2 1/2. O.C. COMMIE ANCHORS ... ON oowc [R ANCHORS 71 )"C" Orr a ) I/.. ,' - WIN. - _ _ _ T - . CT _ _ SCHEDULE SAW 6) SICD 6f[AfOUE , awD,EwHICRE1E a tIDCK S���NA-A�T"A i61ACR[ff 011 It[sARm I. .. CONBW. M 4foumo SCALE ]/J2'-1 9 3/B-1 SOLE 3/11.t• 9CALt LUMIIM.G.. E.D. RR OW DISTANCE NOIE..fA6.1'AIIBB/A110N�E=EC__.. (SEE SCHEDULE ON TOP a BOTTOM MOUNnNG5 CAN BE SHEET 9) COMBINED IN ANY WAY 10 SUIT ANY INSTALLATION. CODE (Moh YWNAoltY Nu111eon• +.6 N Cv N O- U .� L � a O O C im (Q U -C7 .� a- U) C = CO O CO fn C = 0 �"oU_ 3 C) CO 0 CU > .N � 0 CU 0 ORR i I_-.-CnQ C:)- Q Z Z W J M d N 12A J J 0 ti = T = G EM - N SJ 7•C N c a M v o -c Q all To 3 a3 � m a all W E N O � V -=1 M L_ d in au '- d W ca M �• CE . cn - .M a _T Q A4-0 W U) ICU L- CL CL U AMID CL V, CU LU Q Z Z Q J Q_ SHEET N0. SH 1.0 �pf21. t•J.. t>-A •f'OC 1 1 1 1 1 I I Il�o.'.�i'•iI 1 1 1 1 1 1 1 I ,1 1 •bA� tOlr�w wLgrlm .... WALL AND FLOOR MOUNTING INSTALLATION FOR R.M2,A� R"N6rNM e._ SPLIT PANELS C an Sam" oN-- 2` t...._.• . • eamm. I t 1 -.�� lrra 1a wRaO +' 1. L IMAM on/,. PMO IA NT. ram 1110Omt •W R ! 1. MN�EO. -x SCALES 14 + T' 2F�I��•�P������ � ��w aOA JL I ,"e�aEfON NEON: Niles t..e I %`- -'. / NwY' • aer,Pwr rtN :,YD / ee• AAA- -M. P.. ATOM - iA,-1• AYP P MAl W- -q.O la. IPIQ _ _ _ •- 1 ) ,•► 1AI4F / \ FAaW' iaa I PAM IOWA. n I( �sY. FiAu ira,c ri► \` �A' I•"_+c0 - -�. 1.� ., I ' L a • ra rl- \' 2 r ) I e - - dry' -_ �1 t• �. MAWN wM • too IWOI fO�AL� SPLIT STERN PANP1 ELEVATM � SECTNIM Y-Y wr s wy, SCAR t/4'-t• E.E,TAN •l-P rwa4 9G41 i� '� MULLION !f•.Yr01►LE •AH NLJYi 6 J L'i>yµD D • UP TO � Dom' �S 72A'�,M PRE36UPt MAq �CT10N 1 » Stilt 3/6-,' ODTL MULLION CAN AM IN 0 410 RIO 910Rr POW ON TOP ON p011pM SO i,NT R ,S IOCATm AT TOP OR WrIOM of OPEPSK ., (ONE PNKL ape" w/ nK no a 6 nmo Pw0 AwTNIN - ALTERNA71v[ E W SCALP 1/4• - 1- Ilan. IIULITON sm, (R,) • IRa1WlEo Mn. 1116E APALION » 4'-A- TO N-/• 2'. r . I/r _ •L0 1 6 J a k1:641\ • ► ••6 rt• .m•,4rm MR . 1 \.1/ 1 ��� •N2T a .. .-o � "- ,,moo •,aiarJn 1 MOUNTIMIS RISTALATION - LLTER9tATfV[ 11M1 j 6rne t/a• - 11 - N•• 4f �I�Nu R1SiLLt� 7tVE 2111 SCALE- IMP - 1' MQIEi: I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO 1 55.5, -72.0 p.e.l. AND PANEL'S LENGTH UP TO V-S'. 2• FOR NEW WOOD FRAME CONSTRUCTION', WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF O.SS OR EDUAI. TOP • 90TTOM MOUNTINGS CAN BE COMBRaEO IN ANY WAY TO SUrT ANY INSTALLATION. OONCMTI MACIam OOMMM ANIONS an t MITI t14) , . (EEO mu W 14) POURED _j r �. .' ..I• i \: .5w IAw, C0111AW ) •tg• r-IRE 141mMr a» � 'P JOIN'• I e NA W,asaMM1m. �M - I 91 • u EMI O.L. � I to GLASS X dj �PssIN,. •�ti ,/i nc a a ,PY Lr MA(cR � +' t MM. 2M. ACM - III. tsQ ,j (Sir w 2/1444 Ly I NmfR OOMCAOM•• m11tWALL 01.001WALL 1 I c.n I Isar anw4E ON aIMET ,.) PONAwA OOOICNER� ':iplO r>mHMOiLr ON-) WALL MOUNTING INSTALLATION - SECTION 1 SCM E: VS.. I. - SECTION 2 SCALE: 3/6' - I• mm-CI l�='r'TY STAIN B9Nf: BTSAIA 1 11 ,A11DN� i. LIFE SArM STORM PAIL CAN K LOCATED AS AN END PANEL (FIRST OR LAST PAIR) OR AS AN INTERIOR PANEL.. (ANY PANEL, LOCATION IN•LTWEEN END PANELS). LIFE SAFETY PANELS WtY O• MAY NOT Of INSTALLED ADJACENT TO RfOULM PANELS (W/ OR W/O WO" TRACKS.) P- LIFT SAFETY PANEL CONSISTS OF 0039" GALVANIZED STEEL STORM PANEL AS PER COMPONESM SHEET 2 of GRANNIE. THIS PANEL ITSELF tD BE REMOVED OR INSTALLED FROM THE WSNOt OF STRUCTURE. 1Nt,w1NNN J. � SAFETY P AP REQUIRESH 70P TRACK 7 1 S WAwI�NONPONENT k BOTTOM TRW% to ft. T14� COMPONEM BC INSTALLED MALL OR FLOOD MOUNTED FOLLONI N ; SECTIONS 2 ON TNMS�EET, AS MELEE AS OEfAAS 1 • 2 ON SHEET 14. I • 4. Mln. LENGTH FOR COMPONENT4D 15 IV M•.. ANCHOR SPACING FOR cmwwja ®ANCHORAGE AT BOTTOM L4 GIVEN ON 2 t • COMPONENTMAY SE PCRIM 1LNI OR REMOVABLE. 5 SEE DETAILS TOR INSTALLATION 1R0 WOOD rpAME BLAIDIHcs ON SHEET 15. G aS �•y.,• 6 SEE SMELT 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF AA4,'LF.. ...... FORA SPACERS AT WALLED ADJACENT AND Brl%M0 TO SRGCCO/YDOD BANDS. AIN #IMAM 1��,,.� f�1�l�lra�7a� Rrrrrrrr�rrrrr�rrrrrrr�r6Br�rlRr�rrrrrrrur�r• I ■�RWR�/IHWRW�rO1BRrR�gWB1111 ■w,, mu CMM t FLOOR NOIINiNIQ WALL k FLOOR YOIMITMNi INSTALLAWN - ALT[lNATINX AW INSTA"TUM - ALTFi111ATM SN (SECTION AT TOP is LIMITED 1D 455.5-/7.0 MAX. 1rM,U 1/0. 1' A.S.D. DM" PRESSURE RATING) SCALE: 1/4• . 1- , w•i"w•,s,� Ir W {• N wonr o o IN 11,•N AMo NaruLarm - sreym uw WALL- 1/4• - I' POP CONOWTE A4=ft 9K So"" ON SHM I.; ran mm saw m AW71DN ON •NET Is w Mn. tt 1000m ! PAw,$) 4) /15 Aftwn LOCATION -J ON LIFE SAFETY PANELI- FE LIP IE LOCATION a LIFE_ � IDi ,BROW) -.N� PW/NO [BLS IN/ W/O REGULAR TRACKS �. SAFITY I (SEE 9aoeq ' LASE -AlD W OE WgLLEO AS = AiE11W PMQ OPENW LWL AaFrK M Rr PANELCU A CIA IPRaw ro WAIT NN= TO OR PDVO,FD FROM WSM ELEVATION 9KiD1""CRMM SCALF a/W'-/- W 1 TILT /AL YDeMR 16GttOP 2R wO' M1 wN 1'S A 6[�NOtES SECTION B-B SCALE 3/32'-1- MAXIMUM A.S.D. DESiGN PRESSURE RATING AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VALD OILY r0R •(9 INinNAtDN9 As PER S cnm t RIRu 1Q am SHEETS 4. S • 6) MAXIMUM A.S.D. • rtTW r/ 1/4'0-2010 It. M5. A WNW Al ow7W • I CLI MIH a PAWL DESIGN PRESSURE RATING in-21) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANM Q-) BE a INSTE •TIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (HALED ONLY FOR PANES Q• OINfTALIAnoms A6 PER SECIIa16 t new 7. am sam 4 • S) 300I��CEN� FLORIDA BUILDING CODE Ip Velocity h Flu come &n• No. 4167 '0°701e7•00 we 20 GAGE GALVANIZED STEEL STORM PANEL It rP DUMP m �' V1 L E C O PaoTECTIDN PRaoucTs. U.C. "'""" OA7[ f D,o�;. ( ID1' . ` i •'00&W ss%p 'TEAL ii'a»' :r,fr ')»h NAMAYPet R,IO NOK. (PaV)RO-)tla rN, (E61jtlS 62N 0NV tfn w1-,O, 20-176 4 ANNI L WoMWMM/IALR -- + �'A_ MYArM w: SmtOAQA P.E. W - WaTS 0/r Eo; to, MVIMIIM AZa �n x' Yn. ltaL ) � aon�ioll �p .SSA -72A r-9' OR L25f II t/r VWOItte t t1eW S A 7 .rs. -T2p >r_e• ro r-s• w.. :air Ln90.1ro THOU a . 7 .Tsc. -72A ,41•-e• To' '-2' MY 2 Try• "'R�ro1A011L1�A/a5 • ..L, -N.0 12'-4' dl LL15 2 Cry' • AT aWLII/Pi I•11• S, • k ,0 IwMAA As.o 11[E:W RA) _ NNwNr ARTOIIS tNPPOq FOR to . 2 I/r _ W Rit7gb I • 'w atOrO��Ik1NIN ! MVYJN ►N41. ILIOM i• (11.) TMCCI 6 L►-OIL OYX-M M10,MIr rpr,2 O MNUWUt RL6 ro MHGER •m�[ ro tONCA6tt O�OK1[ m OCODW1t L' �E m P4R,1Ct OHMAGE ro ofllprTE off A• _ wA N/A wA e• OVA P• N/A r' W. , f>OPr r a• WA OVA r-- r e- _ r r r ; t9ottoln 1• wA wA_. wA e' ` wA •" � wA x •' _� N/A a (TOM r MIA N/A WA S' N/A •' wA r w4 7 (/C1TaA} I .as -Tao r WA N/A wA a• N/A r WA r N/A a „ . -1 (Tor) r_e• ar Lt1s OR LEss r r n/A N/A a• r r r s• r � J IeonOM) I A' tNM wA N/A r NIA A' San ,a • 11 MR AlIb101M 1.PE a src•a FOR ,NCwLA1o1• AND eo09 PWL[ 9LA{Oaa YN•NM AWpI '2AACelII6 AN WNRI m0E SWIAMCC AR aarAtw a 1Mi SCIImMi Fal CO. lJm w4M PalaMm ON 9Ba)NAE ILtD11E[ Atlblr s,mW er rIATNn,Po iPPILww 71tDRM ON SnlmUtt 9r w1 aNLaPea FAOTORi FOR TOaa 111'tIN110N m K PaeNitE IIiDUCO 9AAK mDIRD 11wN rACmlt +AWL Not r Mr 11Pw r•MAW „NW1Ne ,NOODLED NOR D,CI mrraR tYR a AND,aK ,C9Ca. 1aOlIR 7w1 - y4y rma•. 1/4y u rr.•,P 1/4� IAri 1/4y eNR-N MAY 4a„D-aR _.. � r11rw wArAr d,J , , , s r ,R a ••Nb1.14,,R 44w.M ON µ W Ir•nw RA•, 9A) 1 --'S ) , i ! '� J ,/, J a In , V, , ,q NSA, u eu6 •601 , Ip• se as - . Ar61'L0.in� a 1, t/.• Ia . a✓e' LEND 9Wr •eI•a I F Ip& Loa" oS! M 1 1 E, m D e POII oc, o um m ro TO AMP a ✓ 1 ':1 ,N' O,C M tDDDw 1I W SW' IM.. �(Il aR U- 0 fvavmlE FOWA D am ROUm ,, yA ,t1R •III Cry• a a wMl , �' ALL a �M rO AAttALrOR ALL LIDawn W W r-r IaI MIMIC I� 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS W17N A.S.D DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH LIP TO W-/' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD LKMBERS TO BE SOUTHERN PIK NO, 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL TOP • 9DTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. S(RDS •OVERLAP T�0t2H D PANEL (VALID ONLY FOR INSTALLATIONS AS PER SECTIONS T THM 10. ON SHEETS A 5 • 6) II4xM1Y AMCDR9 $NOW 1011 SA. - a 1/2' •• AS.D. on" /ANON OF too-cmd, CNH-IN PNK4MR nwa A PNBWIE Rub . BOLA SST 1"MokS 6 s NA2MM PRAISE PRESSOR MiMa (PAL.) W OCICAM ro o011CKR 91aat TO GOVERN W CONCOCT[ 2LOC% W Cacilm TO COMO" AIOC( to coNmm W CONCRETE @I= t0 COWAM TO u011CR0t ROOT TO CDNDIIEI .._.__ ro t:ONCIR7i auxx AP DOIIbWDM or fwM LOOM 6• NIA N/A N/A 6' N/A 6' N/A 6- N/A N/A N/A 1 OOP) 6' 4• WA WA 6' 6' r 6` r 6' N/A N/A I (BOTTOM) 6' N/A N/A N/A 6' N/A 6' N/A 6- N/A N/A N/A 2 (TOP) r N/A N/A N/A 6• N/A S N/A O' N/A N/A N/A 2 (•OTTOM) 55,5, -72.0 A' N/A N/A N/A 6' N/A 6� N/A 6' N/A N/A N/A ] • 4 (TOP) >7'-5• TO 6'-6- OR LEA 6' 1' N/A ~ N/A 6• 6' 6' 6' 6- a' N/A NIA 3 (BOTTOM) a• N/A N/A N/A 6' N/A r N/A 1• N/A N/Ay N/A 7 (TOP) /' 4• N/A N/A 6• 6• 6' 8" 6' 6• N/A N/A 4 • 7 (BOTTOM) N/A N/A _ -12 1/2' 6 1/4- 12 1/2- a 1/4• 6 1/4' 1 1/4• 6 1/4'- 6 1/4- N/A N/A 5 (TOP/BOTTOM) 60.0. -SAS N/A N/ A t 1 2 2 / 6 1 4' / 1 1 2 2' / 6 1 4' / 6 1 4- / 6 1 4- / 1/ 4• / 6 1 4' / N A / N/A 6 OoP/eortoM) r-6' TO 11'-2' 16.0, -72A N/A N/A 6 1/4' N/A 6 1/4' N/A 6 1/4' 6 i/4' 6 1/4' 6 1/4' N/A NIA 5 OOP//01T0M) 6'-W TO IV-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4, 6 1/4- 6 1/4' 6 1/4• d q, to Opp) -160 6• 4' N/A N/A N/A N/A N/A N/A 6' 6' 6 1/4' 6 1/46' 6 a�(BOTTOM) OR LESS 6' 4' N/A N/A N/A N/A M/A - N/A 6• 6' 6 1/4' 6 1/4• 9 (BOTTOM) 12'-4. OR LESS N/A NIA N/A N/A N/A N/A N/A N/A 6 1/4- 6 1/4' 6 1/4' 5 1/4' 10 (BOTTOM) AE SUM ,0. 11 AND I1 FOR AM MM TYPE A 1LP/CM FOR MPALUMW NATO MM PIN[ MUM MNMW 44TIDR YYCIPOE AND W MUr MINE DISTA01 AN MOCAM am "a iCCCILL FOR ED. Lm IVAN SICHMU "Es' ANCHOR SPINDINDPOMU. a 111E nxLoow FAVORS. Its NMRDIA�'I'''Cm spwm O91AM Ulm PADS DIALL NOT K LESS It1AM W M M SPACPID MNCATED POP EACH ANCNON TINE AT AN CHM LE000. memo 71R t/s'• _. ,/41. t/4Y ..1/4% t/r• 1/41 up= W UP-W b4K-rl AaLIO.491 N, 40"wom Py S , a a aIn a ••/PMewIARM o.PN.r 9,.) 2~ ) a S A +A J Ill ILM.r.l OA�� III 0,) - a _ , - a ,/1 a 1/S _ , ,/E AWA IS OW BB6A� I At T O R N N � Q C � O N C cu O -p a- C CQ � u) O O O O O LL Cu ICU � =+ � /C� ii O a•1� • ''`}/�/V r./ 1i pQr INSTALLATION DETAILS FOR REGULAR PANELSa Ilk dA INSTALLATION DETAILS FOR REGULAR PANELSft Olt INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES - } �{ i,,, 11 e 1 A• O.t. w/ , 7/e• - y' -- j i t/a• O.C, w/ t 7 - .I - �,I v)<,w PUIMr • s• u I' •l i 14-10 PwnRAT10M 1D i� I�I �1flMFA0Eo t'[1g1MTrx1 l' I' )•-io w1RtJMit rws 6i6 N2 I 7 1' -ro, Fes PII)OD I Orl1[IMTON ro n rip-� e 1 4. O.C. w/ 1 7/r [WSiPD WD00 M[ADL11 - - I - EIIS1P16 MOOD NGOLR =:RiO � rAnTm w000 Ntnotw 4 (--I _ +• �1 �f N _o 7Ell LZ 'KAYO••l0'FW. ..�.. p -- �7 o.• MOOD IIEAIER 2•' ' 4 ,/.• at wo0o MEAO�N i 7• t j r 1/4• ac '.a+ , • ,A' OC. V CL r\ (� PmuelEa- t1A , �I IIEITwoRo a 4eWAL0 ; _ ANY+IMD •I tOUOM I N N .a= LW : is ,I'm a 1W i aQ •' °ix a. wy � Y T1RI ,Ih ' POR Ave' '1Lrurnaw : � 1- MM. /EPARA7aN { 1 �TERNATWE 1 W A m oLA9A ro over III MAW` i. Ab. PANG LENCn IL m � w _. 9CAlr !/e-f• VALE 7/6-1' ,/4TA-,rl• ae f NOTE tN)"H 1 sY-Eect• a1.. ' (SEE mm 1) IA1-Ten• LI, I (SET /DYE 1) 'Q, cm - y � � jty �r//>, y 7/6y 1 � 1%s w/ 7/rr . � 1 �r�syr/ TAr• .'- a7 0 •,C C IN,TO iPAIN110H - 1 1 • I_ • InaeN'OP]MMr`_ '. ___.�..- t _.. T...... .. 1 { ...9 ^ _ it �,. # IUD SME 9C1au2 tN •exI s ( �1/� JL }i a7 go! EO j:, r SON I Sold I OF In GCl •t7 1 I �i - I aw { _V • Wlt OF *L• ' NAN OF • ,f7... N MAN C G CON7 O OOp��1 to , E-' 1 �I UI'A•u1• 1 ti U MIIO mI wNLA l__. ••7r = - a6N' MIO e; �p r% • q t/a' ac ba IiR • .w�.. !, PIOtMm PLAN a Ile oc EO �' 4 anL •wo N'Pi e�"'�Ja• t T i � t �B 1 : � � /.•P ua scREws 2w' wooa - R 2•.4. OWD ► tn•• w slew • r a REa1JIRt0 - REQUIRED AmisaW Pt ICIPAROM AT Pun T In• wA narAar TeNt wiir ALTERNATIVE 3W �' ,s-,o ►AN[IAUTt nub I ' P -1 , 1 I , � e 14• oc w/ 17/e' ... ,, �; � NbIRDtH a Pun f r_.._ • I401oM ,r F1ma. SCALE S/e-I• : mo WIDTH or AATTEEIot/ • i t/4Y uo SCRMGOUID) • - f i RcawgeD � : � - _ ss7nLbbO.csrAODEREo w/ I .... . _ _ � � - TIIREA0E01 '/PeNeiMT1"tial• ! i ' AIwEi6O01 A7 MVWWAUA OF PlA7E IM SCALE a/6-1' arxt !M1' ALIaG1Al I/M1' SCALE 5/e-I' =,iii1�L:��c��Ol�, • t + :( , r FI .I q•.. •. L,,,.. :.".1• ALTERNATE LOCATION At ED PANR Sim . EVERY OVERLAP ( 'MOLD wai S.MA. (CAST Z - .. 0 --- 1 1 .. Qaw B i 1/4 '!I 9cI1 dAE 4OII OVA[ :I INTERIOR vA4L END PANk1. 'L_.r ._... ]•- /2 FOR .-1.... FOR Les ANCHOR MaI ANLYDR soAaNla sPACWc DETAIL 2 FLOOR MOUNTING INS;A•!!TION (APPLG!9LE TO SCHEDULE 2) U01MUM SCALP ]/11r - V A.S.D. DESIGN PRESSURE RATING (n s.f.) AND CORRESPONDING MAXIMUM )dPPilC6BLL .vrn� pN PANEL LENGTH "L" SCHEDULE oNlr ro sECTDNs L.,a_26TI'II Mae LLFE sAF'tTY stave PANEL mIrET LT A1.n PIR1maW ImmN Er tl•-6MP to ONA-tr PainwR "N" a PM6Y•[ N16 rmaw 9 Iroi �m9M+aN AM,WU11 ►AmD ,nlmN 1- (n) ro eNCONCOEm tt Mm co"beTEE mm W Wm W 6• N/A N/A N/A 6. N/A 6• WA 6" N/A 1 • 2 (MP) ♦SSA. -72.0 9' 7• 9' r 9' 9' 9' 9' 9' 9' 1 (60Rd1) 6'-0. M LESS .Sb.O -72A /' N/A N/A N/A r N/A r N/A 6• N/A 1 • 2 (OP) S'-0• M Y-6' 9' S• 9' 6' 9• 7 1/2• 9• 9• 9' B• 1 (•OTTDM) .55.0 -72A r N/A N/A N/A 6• N/A ' 11.7 N/A 6' N/A 1 • 2 OOP) T-S' TO r-a- /' 4' r 8' I' 6' 6' 6' 6' I (BOTTOM WR EASY ortow AOSm ..,. I ow • kw M. POW TOP W N" &WI A tm • r W. RING A7P d AanO , TO 1 W1Br1M PANEL LENGTH 'L' (R.) - OF 1NLNnO 449.2 - 51.5 • ]• 4 1 2' 4 1/2' 2 (BOTTOM) 7'-6' OR LESS +52.4 -ago 6' ]• 4' 4' 2 (BOTTOM) Y-0' OR I= +Ob-0 -72.0 2 1/2• 2 1/2' 4' ] 1/2' 2 (BOTTOM) 7'-6. OR LESS .55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BOTTOM) T'-6' TO 6'-0• ♦55.0 -72D NIA M/A ]' ]• 2 (BOTOM) 7-6' TO 6'-1. IPmw &Ids, xm Ib IWp WOm �ro V.7 (st tMOWCR)aw) w CNPpaOI Hr.A -750 r-r a ,/.• ,AROLfD TV /Q !QT ,. IaR MIDNORa THE . ,NACHO PaA .MTNaAlmlw on MOOD IRAIt K.- 4,OM mMC' AND .SWAM LDr mmu ME •LED wo ON Tl,s tC[O,At. 1" CD Lm 1,•I, Pecow ON somu u I®IR;E mcfq wvs m 1ST MATRtwq 21IM a *am ON emmu of THE TOMOIIm Fact=, MP THIN, aIKRom m K POWAL RIVOID SPACING OVAOM UNIONS FACTOR DIML NOT K LESS NNW MIIMW VIACOM amDARO ran U4>1 mcma I'm A moim law& AIOIEII /MILT ,.1/410 t4 -- t 41 t/r• 1/41 ramp v w•aNer IFIII-11 ^- le, MCI" WNW )• a s , , s , FRAY) IrAr 0.4 ,- a a , +/, - a 1/2 AMOL v BS RmRI I� AIJ." A _ _ 1 ,/1- - m y +m - m - a7 _. Lae CONE.. ' JGEN�''•.;$ ND. 44167 1k f� 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W • IOW ONLY VALID FOR BUILDINGS WITH AS.D- DES" LOADS UP TO 445./, -41.0 Pr.0 AND PANEL'S LENOTH UP TO 12'-4• 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. FND7T FOR MMA7IDN O{' SECTIONS' TOP • BOTTOM MOUNTINGS CAN W C•MBIWED IN ANY WAY TO SUIT ANY //4//Y22 lAD 1OA11A6 • 1rEr�O.1aRLw/ W'E2wNa wOm WiYNA '�01 �1 ...1 2) to a to E EDI - E0 ( f1D't71/' o ALTERNATIVE 1 ALTERNATIVE 2 ) .�•Nia , o.e i Mpl 1 to = i i ON f I FA L MOOD PW p' � � R ... - _.I \ ROuaLEO t 11 V l8J°• . ALTERNATIVE 3 ALTERNATIVE 4 /4yw Sara•rM w/1,/2' IA•. MR6Mm PM1.IWIDN OR 1A'Md/r um Sr4r Dm1.O w/ t/4•a-3w I.S. " a r OC OR IA'•-a0 rlP1NMa IOWE a Oe ALTERNATIVE WOOD FRAME CONDITIONS R ANCHOR LOCATIONS "MA4AIM PLUS • S' O.0 %/ 1 I Mn. 9OM• I• - I' r WEAOm OSA[11MIlW TO gyIAD Mum PLO[ ODIE : SWISS TRIERS Nm S?67M TOR CLARITY WALL MOUNTING INSTALLATION ALTERWIVE 1 W lOAt2, Aw - 1• 2� I. MPALLAt=S ARE DIET WLL FOR 9ULDO 1 Wm ASS CE5mm LOADS UP To .115. -72.0 M AND ►AAR$ 41DOM UP TO r-r. ' Fm New "a M..- 2. W/ AND � or a� EQUAL�' m 6t laURLOe+ SHEEP N0. SH 1.1 -.._ ----- - ---- ANCHORS (SEE SECTIONS ON MEETS 17, 18, 19 A 20 - Y MAX, aA/17, .q/17. eA/1N 49/17. Se//r, 3' MAX 1, ANN. wN a AW/20 Z//7.. 7aw/15 .w, T,cM. wn I ° Q V[ sMTn IUIrL 1 , . i ( vow-Tow, ao. >w w FRI `aln P ' ] PANEL lE1WTM -i, .4 i � a { � A WE ) (�" Lem,• ; cox9reaa�T al . � - • I ! YPJ _ _ Iwld aOnaY 00MI0Y � _LL.'' ; 1 Prq `u fTo.it" ,•�RyO�rA� ws -" 7. 4V». •V+a, ]- AaZ ',1. i1P1. MUD/Ts. xAr/N a •w/20 .zxmm s: /N. 7M/1a a ww/[O ,• wM.' ANCHORS (SEE SECTIONS ON 94CM 17. 16, 19 a 20) OPTION /2 FOR LIFE SAFETY STORM PANEL ELEVATION SCALE 3/16'-1• ,/.• IYa w L w wN ��� •• m-1 • t:/�IPrwS`i'm - •Ja •7) ea,YiYOm SECTION A —A SCALE 3//6•-t- MAXIMUM A.S.D. DESIGN PRESSURE RATING (o.s.f.) AND DER �►l(/t CCRRESPONDINGM�I���PANE��NGTHLSCHE��LEM�IMUM PANEL�NGTHL" SCHEDULE No. 44167 4: * :IN FLOR(OA BUM.DMG CODE NI h Voloc NMMOone Zonal Oe • ;RORIO�y�: '^ xRm. we 20 C GALVANIZED STEEL STORY PANEL •° aOW 1, PROTECTION PRODUM u.c. IwIL a{oP xP. r, sww nt. Opw a Ant. f ••�w�w/pfn e.7mw,-,w,•�• r,lolr, IwfNw-TafA rNl• (wfHw�/q 20-176 PA wAL/aPMnM/p1tt GI-OOw7N w�.� w ORM6 w w,wl A Tort A., r !last n a w 0 0 0 I ' Y 0 0 o e 1 �+ f MAXIMUM AS.D. Ma.. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (n) TO GLASS CONDIT1pN RATING (p.s,T.) (SEE SECTIONS) +55.0, -72.0 8'-e' 2 3/4" I UNBOLTED46 711 CID w Loil wIINmmG WsWm WALL Mg of ATM III JIM A INSTALLATION DETAILS FOR OPTION i2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES ...wDCD IfAOER YCIXI IWOFJ! (, i , .NO.DD HEADER R[OUIR® ,4[OuwW ICI R[811MEp : -" f ' ,/W TAPCON a Y ac. �' , . ......,-; ' ,• ,/aY TAPCON • e' o.c. " ' 1 ",•' _ ,/.•. rMcoN • Y o.c. ,/IY rN•coN • r• o.c ...YI', 1/ x• YM. IHREAD[D .._W/, ,/7• YW. iWFAOfD �•/: M'/, t,2• MN. TIPwAO[D .,' • PfMPf.1T,ON AT ,tooD ' � POI[TR�LnoN ��� � WIDE* � I IfA001 HP/IOfA r100D P[IIE11lAilwt M wa00 I f �'' - ) T wo[n . I �,.. _ Nx.. '� " w•, ' ) MUD-- `."", txISIR10 � MNMIp./I�Ifw10M EwSTN6 YF.ptR7YAVO1 PANEL ,nIGTN aum dQ Ineauu 1• IAor. TARES aolwu] I (>•S NOTE 1 IM]Dwl � •• f11LIT ,q � PANEL LDw:nl (taI NON OK may ,N ' 1• Ma. RbTPN Y•'�ptivp•Ix mo,l ' I ',... .--..� _ • (SR IgiE I eaow, U•s*w• IN'm ati{ (Xt`I`INDK� enrol y. a� a u�Liq � 1/s•r-•xOP)• _ , �' p�u s�j V.•r-20.,' - I T S)/Se'Y.S. rhNO�Wn ' a•I w1T16 1M��• _ • 1 ti l 1/.'. TIACON I I ( � DpENEIM7w,O//M' �T •,, .... I....-J�; 4�... � ' W. TM�AOW I 'YIOWaM a PLATE � 1/1'haDAJ/1^S.S YA w/ I .. ,. _• ...... 1 I LONT. �+'.7/ek3/7a• eMG NUT 1,/4'r-2p]�'43i Y.S. W/ i! I7Je'. • a/ax• wNlc NUT)/e•.. a/aa' MTND I' wsno+ • 12 T • acY/r'wu/aa Kra NUT w,Wi[R a 11 1/a' O.0 I NUT WASHER (BCYOND) 1 .•1 TAFCON • r' D.C. y WAiMER (/fYOND) t�rr rMLroIT • s• O.e '; � ��. r .. -, , rr rAFCare • e• D.e. ' - r T�, , w. tNRuxD � fiAaalR[D w/ STUD) i � �AITODwe w/ mm) I � Tqw , I•DMDT/I ' THREADED IIIL TMd0E0 ' OF rUtt .. - iqN AT IIIDIRa1N TxTN A 1ewIDTN 'i' x'.P M00D PLATE j 1 OF ruff Of P TE ,Yalx,[D r_ i��DYoap wAtt _ 2'IN' Y000 PEAR .. _ - ..- Ys1• A000 RATE ' nu srAu 3/8•-1' f� an'-, • SCALE 3n•-,' JGEN$Lr''••./'� FLORIDA WILDING CODE NT h Wloci Nurrtopn ,. IwrAUArwNs ARE owY IYLD FOR a1AlOrIGS ,rIM As:o. OL710N LOADS IA ro .SS.r, -7zo PSF AID rN4Y LENGTH UP IR TO e'-r. NO 4 ? * 20 GAGE GALVANIZED STEEL STORY PANEL x. FOR NEW woo0 F11AME car6T1•¢TCN raDO AlEvetns To BE a0U11+Epn PIT• No, a w/ 3r[enc D[Fwrrr a o,tn a Eo1rIL �-----� p�n�,,��. oTl ST � • - - � / .. [! /• �. \ PROTECTION PRODUCTS, 11.C. _ _I(1• TAPCpI ANC at, o,c.ON PWAIED CONCRETE BIL,Ck pC01NRD {, , I r rw,il �il•,e w ' 1 wwr ,q 1 E1aSTp�+ '' GLA95 I I I , 1 ! FIGURED, CONCRETE 00 CONCRETE ON E� NOR• _-- tfr TAPCGN ArICT10Rr _ ,[a' TAPcpf ANCnp16 ;.• rMKAN AAICNORa -� e• ac. _. • M D.C. -- • e• o.c. Toupee cvNCPtTE ` BLOW fKOURfD 1 PEOIARCC { • Lo.• � co• •, E I� i ® ' 1- f01MAI a. S r .PY14C pu � �< � ��.r i i +✓ �� 1 A>o, Iq ,f•0 Ip i a �s"°'i I 1 i O/AS5 v erexfr . 1 7e'P r 3/32' WING NUT - \!TIER • 12 t/]' O.0 1 M' TAPCON ANCHORS < t/9` O.C. pq�[ (PA000U w/ STUD) mmom liAifNiiCYYY7m SCAM 3/e'-1' EQ INSTALLATION DETAILS FOR OPTION i2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES ...wDCD IfAOER YCIXI IWOFJ! (, i , .NO.DD HEADER R[OUIR® ,4[OuwW ICI R[811MEp : -" f ' ,/W TAPCON a Y ac. �' , . ......,-; ' ,• ,/aY TAPCON • e' o.c. " ' 1 ",•' _ ,/.•. rMcoN • Y o.c. ,/IY rN•coN • r• o.c ...YI', 1/ x• YM. IHREAD[D .._W/, ,/7• YW. iWFAOfD �•/: M'/, t,2• MN. TIPwAO[D .,' • PfMPf.1T,ON AT ,tooD ' � POI[TR�LnoN ��� � WIDE* � I IfA001 HP/IOfA r100D P[IIE11lAilwt M wa00 I f �'' - ) T wo[n . I �,.. _ Nx.. '� " w•, ' ) MUD-- `."", txISIR10 � MNMIp./I�Ifw10M EwSTN6 YF.ptR7YAVO1 PANEL ,nIGTN aum dQ Ineauu 1• IAor. TARES aolwu] I (>•S NOTE 1 IM]Dwl � •• f11LIT ,q � PANEL LDw:nl (taI NON OK may ,N ' 1• Ma. RbTPN Y•'�ptivp•Ix mo,l ' I ',... .--..� _ • (SR IgiE I eaow, U•s*w• IN'm ati{ (Xt`I`INDK� enrol y. a� a u�Liq � 1/s•r-•xOP)• _ , �' p�u s�j V.•r-20.,' - I T S)/Se'Y.S. rhNO�Wn ' a•I w1T16 1M��• _ • 1 ti l 1/.'. TIACON I I ( � DpENEIM7w,O//M' �T •,, .... I....-J�; 4�... � ' W. TM�AOW I 'YIOWaM a PLATE � 1/1'haDAJ/1^S.S YA w/ I .. ,. _• ...... 1 I LONT. �+'.7/ek3/7a• eMG NUT 1,/4'r-2p]�'43i Y.S. W/ i! I7Je'. • a/ax• wNlc NUT)/e•.. a/aa' MTND I' wsno+ • 12 T • acY/r'wu/aa Kra NUT w,Wi[R a 11 1/a' O.0 I NUT WASHER (BCYOND) 1 .•1 TAFCON • r' D.C. y WAiMER (/fYOND) t�rr rMLroIT • s• O.e '; � ��. r .. -, , rr rAFCare • e• D.e. ' - r T�, , w. tNRuxD � fiAaalR[D w/ STUD) i � �AITODwe w/ mm) I � Tqw , I•DMDT/I ' THREADED IIIL TMd0E0 ' OF rUtt .. - iqN AT IIIDIRa1N TxTN A 1ewIDTN 'i' x'.P M00D PLATE j 1 OF ruff Of P TE ,Yalx,[D r_ i��DYoap wAtt _ 2'IN' Y000 PEAR .. _ - ..- Ys1• A000 RATE ' nu srAu 3/8•-1' f� an'-, • SCALE 3n•-,' JGEN$Lr''••./'� FLORIDA WILDING CODE NT h Wloci Nurrtopn ,. IwrAUArwNs ARE owY IYLD FOR a1AlOrIGS ,rIM As:o. OL710N LOADS IA ro .SS.r, -7zo PSF AID rN4Y LENGTH UP IR TO e'-r. NO 4 ? * 20 GAGE GALVANIZED STEEL STORY PANEL x. FOR NEW woo0 F11AME car6T1•¢TCN raDO AlEvetns To BE a0U11+Epn PIT• No, a w/ 3r[enc D[Fwrrr a o,tn a Eo1rIL �-----� p�n�,,��. oTl ST � • - - � / .. [! /• �. \ PROTECTION PRODUCTS, 11.C. _ _I(1• TAPCpI ANC at, o,c.ON PWAIED CONCRETE BIL,Ck pC01NRD {, , I r rw,il �il•,e w ' 1 wwr ,q 1 E1aSTp�+ '' GLA95 I I I , 1 ! FIGURED, CONCRETE 00 CONCRETE ON E� NOR• _-- tfr TAPCGN ArICT10Rr _ ,[a' TAPcpf ANCnp16 ;.• rMKAN AAICNORa -� e• ac. _. • M D.C. -- • e• o.c. Toupee cvNCPtTE ` BLOW fKOURfD 1 PEOIARCC { • Lo.• � co• •, E I� i ® ' 1- f01MAI a. S r .PY14C pu � �< � ��.r i i +✓ �� 1 A>o, Iq ,f•0 Ip i a �s"°'i I 1 i O/AS5 v erexfr . 1 7e'P r 3/32' WING NUT - \!TIER • 12 t/]' O.0 1 M' TAPCON ANCHORS < t/9` O.C. pq�[ (PA000U w/ STUD) mmom liAifNiiCYYY7m SCAM 3/e'-1' EQ FIGURED, CONCRETE 00 CONCRETE ON E� NOR• _-- tfr TAPCGN ArICT10Rr _ ,[a' TAPcpf ANCnp16 ;.• rMKAN AAICNORa -� e• ac. _. • M D.C. -- • e• o.c. Toupee cvNCPtTE ` BLOW fKOURfD 1 PEOIARCC { • Lo.• � co• •, E I� i ® ' 1- f01MAI a. S r .PY14C pu � �< � ��.r i i +✓ �� 1 A>o, Iq ,f•0 Ip i a �s"°'i I 1 i O/AS5 v erexfr . 1 7e'P r 3/32' WING NUT - \!TIER • 12 t/]' O.0 1 M' TAPCON ANCHORS < t/9` O.C. pq�[ (PA000U w/ STUD) mmom liAifNiiCYYY7m SCAM 3/e'-1' EQ M �wAS11E11/3 (9EYOND) TAPCON N1dIDR8 _1J4' (mAcomw w/ STUD) OR CONCRETE 910Cw �,R Tvl-ALunoN LIFE (� sFxc 3n'-,' afc frinl N • So MR ANr3aRs Lure • ARe11BI TAPE `L''' �' SPACING FOR P/STNdArIwf4 AIro roao It fkwcl rlw,wq IA"J , Iwvc euRara. aP{Y1111 AIggR lrAT:Moa ANO IIr11YHY mu ocaou NY aaD„w oN +HUD •rrwe a•nr•w er, 1 wJ[OIAt FOR [D. LEWIS TNMI rwrATm a fCIr01AA twD,ri ANONpI SAMOIIID N IAA3wLTw0 rvwCrc n•rN ON rucDIAE w•fAu o..r w p,) A A71R to BIt FraIOM w >N Falarrlc rrcTDlw. FOR /N• arLTwToI ro eE rows IIC01.4eD -- tPfCNG OwVN[O IAlr10 FACTOR tPwll NOT R LLW iHW YPIIpM YADIIG rpICATFp roP laa Nrlgp TYK OR tIO fcice,llc 1 ,N ' ,f7 1 s'r-20d�1'S.S. M.S. w/ wpa NUT wASNuro•r.3/Jx wN(: NUT WASHER -�1 IAFYXAI ANGgpS ...-. / 1' iAPCON ' FIGURED CONIC OR 0 / 1/T' O.C. E aOR WALL WQjM"q ffMfANn EiDdl coilaTCTeLo« pEaN>xn R[GURCD ,�� WALL rrou • scxE 3/e--t • �rU SCALE 3/e•�.,•PetlEL RIONARED ONT - I PANEL LENGTH 0l71E71Y.TIDN AT w'000 HEADER I' 1 � y w00c IrtApEA i Yw FirflwON i ro sysR a�,l � rRj ( NOT[ 1 BCI.Ow) 'rNONE E I* I 2'.4' waoD P4AT4'.7/ar . a/JZ' wRl6 Nu, pF0UPK0 MASHER • 6 1/1• O.C. /14-10 PANF11N7E PL1(S _ _ •6I/1. O.C.w, i e � I WN. THREADED AT IAIDNIDIN OF PIAIE II�S I. pISTAIJAipNS ARE ONLY ,OIl1D FOR BIALOPATS WITH AS.D. DESRpI LOADS UP m ♦SS.S. -77.0 ►SF AND PANEL'S LETICTN DP m e'-e'. :. MR NEW wood FRAME cD1nTRucTlorT: IF000 IAEtAT4RS ro eE SOUTHERN NNE NO. a, w/ t:PECr,C DENSITY DF D SS OR FbLMI SS, MS W/ % - 1 4•� TAPCIJN O 8' p,C. Io' E{'0 f0. Yf1' HOOD. PSA7E'7/5'0 • 3/32' M1FK1 NUT REOIAtrtO _. '. ii 111LSnE11 • (BEYOND) /1a-10 PAIIEtMI PyA 1 I, a s I/a' D.C. NM. iHR(ADEp71CM AT MIeRIDTH a PLATE ��� L �L SCALE s/B•-1" .. _. INSTALATION DETAIL INTO EXISTING FOR POURED OPTION �,2 FOR LFE SAFETY STORM CONCRETE OR CONCRETE BLOCK STRUCTURES PANEL SYSTEM ! J i LIis-,0•r rAY[uW[ PLus w/ .....7%8Y . 3/32' 1YR10 NUT 7wNRR • 6 1/4' D.C. COIrIYT[IROCK R[OI/1RLD fC1LLE 3/e•.1" SCALE 3/61 in wlnT N • a0 FOR NICNOR{ ,1P! A �Tog m 1NR ... aP„I.PMBDIfi[� lYlpl6 Fpl rwTNulgIC1 plTO IM000 IRllc IAAIpq le. Akollw rfOfw ] Y,NAM N117gR fPKrw4 AMD IA,wN1Y mat Ixsw,lu ARE IIpLM® OP ,11E •trlefle eNww, p�> F ] rL7salAt rTN FII LW nFw „1{'At[a ON R• w.l tICTIrDMf IwD11CJ ANCIwR sPAlTlw er IAAttrLrPa xPrL7•o sIDrN or roewat A71R [� pot �m tMa19R m THE IaNOrr16 rM:Tdll 1'OII Twa y _ OrgAlld• b K Iax91RL RmllCm 1►KM6 OeTArw NYA FACTOR &I•ll Itll eE utis ttrw IrwMw f+rcrTa fclDfrm Rw VACH AI•ed1 1,K ON t,{S 3LYa01111 Y ,.w ,.e a, rr�L NE7TES> veL n E-z ww12 sfaw PUY[i 4+_r.ati 1. E-2 HAND STORY PANEL SIIGwII ON iNb PRODUCT EVALUATION DOCUMDR (P.[.0.) HAS BEEN V[RIMO FOR CIA/1i.lANCf Rf ACCORDANCE MTII THE 2020 (7tA EOn10N) OF THE FLORIDA euKDlnc CODE. eESION wMo LOADS SMALL BE DEtEPMM/EO AS PER SEC11041 1820 OF THE N30VE teYMgNEO CODE, FOR A w9Np SPEED AS RWUIRfO By THE JURISDICTION WHERE THESE SHUTTERS MILL ■INSTALLED AND :OR A DNECf10WWTY FACTOR KA-p.BS. USING AWE 7-78 AND SHALL NOi EXCEED THE MAXIMUM (A.S.D.) OES1011 PRESSURE gA1MT•S PN,K]LTED ON SHEETS 75 ! 28. M 011DiR TO VCR,IY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCL 7-,8 SHALL BC FIRST REDUCED TO AS.O. DESIGN WIND LOADS 8Y MULTIPLYING THEM Be 6.6 IN ORDER 70 m coAwAp[ THESE w/ MAX. (ASD) DESIGN IMC53UllE BATHES fNoluT[o ON SN[fls ra • 26. IN ORDER TO VEReY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS 1f3T[D WERE NOT OVER STRESSED, A ]311 INCREASE ,N ALLOwAetf sipESS FOR wlNp LOADS WAS BOL USED M THEN AAMLr51s FASTENERS SPACING TO W000 HAS BEEN DETYA,PNED M ACCORDANCE TAM N.D.S. Z0,5. STORM PANEL'S AOF;OIIACV FOR IMPACT AND FAi1DUC RESISTANCE HAS SEEM VERIFIED w ACCORQWCE Mil, SECTION 1028 tK THE ABOVE MENTIONED CODE AS PER FE/ILYIPATgN TESTING LABORATORY, INC. REPORT / 2032. AS PROTOCOLS TAS-ZO,, TAS-202 AND TA8-203 I. nlb SYSTEM HITS BEEN DESIGNED TO BE INSTALLED ON THE OU78p[ Of 111E OPCIeN6 ACCESSING THE OPENING FROM THE IN9DE w/0 THE USE OF A (ADDER OR ENT. TINS APPLICATION IS VALID WHEN MSTAIYATIp/ b INTENDED TO M PPRFORMED FROM THE NSgF OF STRUCTURE. J. SERIES 1000 N5TAW1gN b APPLICABLE TO SINGLE AND DOIIBI.E HUNG STYLE WINDOWS +AM1IpI INSTALLATION t5 REOUNED t0 K PERFORMED FROM THE AIS10E OF STRUL'7URE. <. SERIES 1000 INSTALLATION b API•LICABL[ TO SINGLE AND OIXIaI.0 HUNG AND „ApRWI,AI SLIDERS STYLE MWOUw6 VRIFN MSTALu11pN B TO pE0LxI1C0 K PERFORMED FROM THE INSIDE OF STRUCTURE S. ALL KUYY/UY EXTRUSIONS m DE a0a3-T8 ALLOY AND +FIVER. (UNLESS OTHERWISE NOTED) e. Ail ALUMINUM SHEET METAL USED At CLOSURES 51!NL HAVE 3105-M14 ALLOY. 7. ALL STEEL SHEET YETAI PANELS S/NLL RAVE SITtIJC7URAl OUNJIY STEEL„ ASTM A-633 ORAOE SO Min., QAL.VANZED STEEL OESIGWTIOk w/ry. se.s Iwi (AFTER ROLLED). e ALL SCREWS ro 8E STAINLESS STEEL 3p1 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON TTfFl AS PER dN SOOte w/ w ,Mi YIELD S7AfIdiH AND 90 MI TfNSIIE STRENGTH p SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION i.i 1.3.3.4. 9. BOLTS TO !R /STY MJ07 GNVAN2E0 SffEt, OR AM 301 SCRIES STAMLES$ STEEL WITH 36 AN YMAIUM YR10 STRENGTH. iD. ANCHORS TO Iwlll SMALL ■ AS fO110W5: (A) 7D FSLTING POI1R[O (•QE,[[ 1f4'0 TAPCON ANCHORS AS MANUFACTURER M ITW IMLOEX. M/C, (NM. f"o-31ea p.,.i.) /r. x x/e' oux-M ANCHORS. AS MANUFACIUREO Br D[TINT INC. (WN, F4-woo P..L) 014-I0 PANu.Wrz r'nw[ q a awtt►Nrt Plus ,wclrops. As NwuFAc!aw w etco cONSTRucrxxr PRooucTs. AI) YI,eMIIY EAIB[OMEM Of 7APCAN ANCHOR$ INTO POl/RFD CONCRETE SIWi BE , 3/4" AND Z' FOR PANELMIE iE/4LI 10 k PAN[LWTE PLUS. AT) WNMIIY CYBEDIIDLT OF t/IY T 7/8' CALk-M ANCHORS BAIAtl K b 7/e' INTO CONCRETE- NO EMBEDMENT INTO NW FIIe3N WTFANL SNNL 8C PF3•rTiCD. I/1- 0-20 SS SIDEwN.k BOLTS USED SIIKL K LOIFO ENOuON(SHOutp ANY IlNr511 MATERIAL. DUST) m ENGAGE 3/4- INTO ANCHORS. A]) M CASE THAT PRECAST SmNE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUT'Ib ON THE EXISTING WALL. OR BOOR, AIfC110R9 SIr4L BE LONG Et/0UW1 m REACH THE MAIN STRUCTURE 1lEHII� SUCH PANF'LS. ANCHORAGE SHALL BE AS MENnN[D NJ A.1) AND W A.2I• (B) TQ_E>uSTihC r^•'r••,R any w „ - t//• A 1APC011 ANCHORS AS MANIP'ACIl1RfD BY I.iW BNLDFX INC I 1/4•r X 7/8- CALK-M ANC7gRs, ASIAWUFACTUREp BrOEWALT INC(rm-TSWpPl.) - �1♦-,0 PANELNA7[ rEL1ALE b AND PANRWTE PLUS ANCHORS, AS MANUFACTURED BY ET.CO CONSTRUCTION PRODUCTS (/'m-2071 P•AI ) �11-/0Y PANpwAtt PLUS W/ ._. fi'r . J/]Y MINE NIIT TAL9O1 (BEYOND) coNGRErt .. RlOUNLD �ret.LyQiil ' cn BI) LIIIALIl1Y GIBE011YM OF TAPCDIT ANCHORS AND PANEtANT[ FEMALE N p DANE1WlE PLUS INTO CONCRETE BLOCK S11A11 BE I I/<' B.Z) MMAIUM EYBFDMEM OF 1/1•6 x 7/a' CJIL11-IN ANCHORS SHAH BE LS 7/e- INTO NIICIICTE NO EMBEOMEM INTO ANY /W15N WTpP►L 511A11 BE PERMITTED. 1/1' 0-20 SS SIDEWALK BOLTS USED STwI BE LONG LNOUGN(SNOULD ANY nNLSI+ WTE'lllAL LXfSn ro ENGAGE 3/1' NATO ANCHORS. B,]) M CASE THAT PRECAST STONE, OR HRCCASt CONCRETE PANELS BE FOUND ON TNC CxKTINC WALL, AIICIIORS Si1Kl BE LONG ENOUGH TO RF11C11 THE MAN STIIULTURE BE!eN0 SUCH PANELS, /,1'Id10R,'DE SHAH B AS IAFTR1011ED In 9.1) AND IN da). (C) ANCHORS SHALL BE PETALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEdFKiL110N5 OF TN[ ANCHOR'S MANINACTINER. IT n 91Au BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS M THE STRUCTURE WHERE SHUTTER b TO BE ATTACHED TO INSURE PROPER ANCIgRIgf.. THIS SHUTTER S11NL ONLY ■ ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BUILDINGS la. THE PYSTAI,uTgN CONTRACTOR IS TO SEAL/CAULK ALL SFIUTTER COMPO{pD/T EDGES wwa+ REMAIN IN CONTINUOUS CONTACT WON 11iC BU+TOPIC TO PREYEM WINO/RNN INTRUSION CAUI.N AND SEAL SHUTTER TRACKS N1. Nif]lMO FULCONTRACTOR TO BE PURCHASE L IgVCTII. 13 STORM PANEL MStALUTgN 9LALL COMPLY MITN SPECS e/D,GTCO M tN6 OPAWING PLUG MIT' BUILDING AND /ON,NC REGULATIONS PROVIDED BY T/I[ JURISDICTION M.ICIIE PERMIT rc APPLIED T0. 14. A7gRA1 waloows AND DOORS. M4C [ - a HMIO STORM PANEL SrSTd'• b FLOOR PL1pq. ,S. (R) iw4 PRODUCT CVALUAT,ON DOCUMENT (P.E.D.) PREPARED BY THIS [Nf)gl[ER LS GENERIC AND DOES NOT vlRg4of INFORMATION FOR A SITE SPE'CrIC PROJECT; 1.4.. WHERE THE SITE CONDITIONS DEVIATE ftlpl THE P.LD. (b) THIS PRODUCT BASEO�O�TI t�M15 III PROVIDED �E DOES NOAND DEMTE FROM INCLUDING LIFE SAFETY OF O[iNLEO ON THIS DOCUMENT CONSTRUCTION SAFETY AT S11E b THE COIFTRACroR'S pE'SPOIiStldUtt. (e) TH15 PRODUCT EVALUATION DOCUMENT wu1 BE CONSIDERED INVNA) K MODIFIED. (a) SITE SPECIFIC PROJECTS SWILL e[ PREPARED 8r A FLORIDA REG51LRfD ENGINEER OR ARCHITECT WHICH WILL BECOME Ttt[ E7g11NER OF RECORD (LOAD FOR THE PRGIEM M/O 71H0 rpll BE RESPONSIBLE rOp THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD AL'tP10 AS A DELEGATED ENGINEER m ME PLO. E1101NEEA, SItALL SUBMIT t0 THIS LATTER THE SITE $PECTIC WNwPas FOR REVIEW (.) THIS O E.D. St4N! BF1J1 THE OAT[ AND ORIGINAL SEAL AND SIGNATURE OT• THE PROFESSIONAL 61fOME[ll OF RECORD THAT PREPARED rt ta. StOpM PANEL MANUFACTURER'S tMa0. SMALL BC LOCATED ON A IIfADilr VIb1BlE lOE:At1pN 4T STORM PANEL w ACCORDANCE ,NTH SECTION 1709.9.3 OF FLORIDA BIAlDNFO CODE. ONE LIBEL SwW. BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1700.9.2 Or THE FLORIDA BIALOING COO[. �r N N rr�L NE7TES> veL n E-z ww12 sfaw PUY[i 4+_r.ati 1. E-2 HAND STORY PANEL SIIGwII ON iNb PRODUCT EVALUATION DOCUMDR (P.[.0.) HAS BEEN V[RIMO FOR CIA/1i.lANCf Rf ACCORDANCE MTII THE 2020 (7tA EOn10N) OF THE FLORIDA euKDlnc CODE. eESION wMo LOADS SMALL BE DEtEPMM/EO AS PER SEC11041 1820 OF THE N30VE teYMgNEO CODE, FOR A w9Np SPEED AS RWUIRfO By THE JURISDICTION WHERE THESE SHUTTERS MILL ■INSTALLED AND :OR A DNECf10WWTY FACTOR KA-p.BS. USING AWE 7-78 AND SHALL NOi EXCEED THE MAXIMUM (A.S.D.) OES1011 PRESSURE gA1MT•S PN,K]LTED ON SHEETS 75 ! 28. M 011DiR TO VCR,IY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCL 7-,8 SHALL BC FIRST REDUCED TO AS.O. DESIGN WIND LOADS 8Y MULTIPLYING THEM Be 6.6 IN ORDER 70 m coAwAp[ THESE w/ MAX. (ASD) DESIGN IMC53UllE BATHES fNoluT[o ON SN[fls ra • 26. IN ORDER TO VEReY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS 1f3T[D WERE NOT OVER STRESSED, A ]311 INCREASE ,N ALLOwAetf sipESS FOR wlNp LOADS WAS BOL USED M THEN AAMLr51s FASTENERS SPACING TO W000 HAS BEEN DETYA,PNED M ACCORDANCE TAM N.D.S. Z0,5. STORM PANEL'S AOF;OIIACV FOR IMPACT AND FAi1DUC RESISTANCE HAS SEEM VERIFIED w ACCORQWCE Mil, SECTION 1028 tK THE ABOVE MENTIONED CODE AS PER FE/ILYIPATgN TESTING LABORATORY, INC. REPORT / 2032. AS PROTOCOLS TAS-ZO,, TAS-202 AND TA8-203 I. nlb SYSTEM HITS BEEN DESIGNED TO BE INSTALLED ON THE OU78p[ Of 111E OPCIeN6 ACCESSING THE OPENING FROM THE IN9DE w/0 THE USE OF A (ADDER OR ENT. TINS APPLICATION IS VALID WHEN MSTAIYATIp/ b INTENDED TO M PPRFORMED FROM THE NSgF OF STRUCTURE. J. SERIES 1000 N5TAW1gN b APPLICABLE TO SINGLE AND DOIIBI.E HUNG STYLE WINDOWS +AM1IpI INSTALLATION t5 REOUNED t0 K PERFORMED FROM THE AIS10E OF STRUL'7URE. <. SERIES 1000 INSTALLATION b API•LICABL[ TO SINGLE AND OIXIaI.0 HUNG AND „ApRWI,AI SLIDERS STYLE MWOUw6 VRIFN MSTALu11pN B TO pE0LxI1C0 K PERFORMED FROM THE INSIDE OF STRUCTURE S. ALL KUYY/UY EXTRUSIONS m DE a0a3-T8 ALLOY AND +FIVER. (UNLESS OTHERWISE NOTED) e. Ail ALUMINUM SHEET METAL USED At CLOSURES 51!NL HAVE 3105-M14 ALLOY. 7. ALL STEEL SHEET YETAI PANELS S/NLL RAVE SITtIJC7URAl OUNJIY STEEL„ ASTM A-633 ORAOE SO Min., QAL.VANZED STEEL OESIGWTIOk w/ry. se.s Iwi (AFTER ROLLED). e ALL SCREWS ro 8E STAINLESS STEEL 3p1 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON TTfFl AS PER dN SOOte w/ w ,Mi YIELD S7AfIdiH AND 90 MI TfNSIIE STRENGTH p SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION i.i 1.3.3.4. 9. BOLTS TO !R /STY MJ07 GNVAN2E0 SffEt, OR AM 301 SCRIES STAMLES$ STEEL WITH 36 AN YMAIUM YR10 STRENGTH. iD. ANCHORS TO Iwlll SMALL ■ AS fO110W5: (A) 7D FSLTING POI1R[O (•QE,[[ 1f4'0 TAPCON ANCHORS AS MANUFACTURER M ITW IMLOEX. M/C, (NM. f"o-31ea p.,.i.) /r. x x/e' oux-M ANCHORS. AS MANUFACIUREO Br D[TINT INC. (WN, F4-woo P..L) 014-I0 PANu.Wrz r'nw[ q a awtt►Nrt Plus ,wclrops. As NwuFAc!aw w etco cONSTRucrxxr PRooucTs. AI) YI,eMIIY EAIB[OMEM Of 7APCAN ANCHOR$ INTO POl/RFD CONCRETE SIWi BE , 3/4" AND Z' FOR PANELMIE iE/4LI 10 k PAN[LWTE PLUS. AT) WNMIIY CYBEDIIDLT OF t/IY T 7/8' CALk-M ANCHORS BAIAtl K b 7/e' INTO CONCRETE- NO EMBEDMENT INTO NW FIIe3N WTFANL SNNL 8C PF3•rTiCD. I/1- 0-20 SS SIDEwN.k BOLTS USED SIIKL K LOIFO ENOuON(SHOutp ANY IlNr511 MATERIAL. DUST) m ENGAGE 3/4- INTO ANCHORS. A]) M CASE THAT PRECAST SmNE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUT'Ib ON THE EXISTING WALL. OR BOOR, AIfC110R9 SIr4L BE LONG Et/0UW1 m REACH THE MAIN STRUCTURE 1lEHII� SUCH PANF'LS. ANCHORAGE SHALL BE AS MENnN[D NJ A.1) AND W A.2I• (B) TQ_E>uSTihC r^•'r••,R any w „ - t//• A 1APC011 ANCHORS AS MANIP'ACIl1RfD BY I.iW BNLDFX INC I 1/4•r X 7/8- CALK-M ANC7gRs, ASIAWUFACTUREp BrOEWALT INC(rm-TSWpPl.) - �1♦-,0 PANELNA7[ rEL1ALE b AND PANRWTE PLUS ANCHORS, AS MANUFACTURED BY ET.CO CONSTRUCTION PRODUCTS (/'m-2071 P•AI ) �11-/0Y PANpwAtt PLUS W/ ._. fi'r . J/]Y MINE NIIT TAL9O1 (BEYOND) coNGRErt .. RlOUNLD �ret.LyQiil ' cn BI) LIIIALIl1Y GIBE011YM OF TAPCDIT ANCHORS AND PANEtANT[ FEMALE N p DANE1WlE PLUS INTO CONCRETE BLOCK S11A11 BE I I/<' B.Z) MMAIUM EYBFDMEM OF 1/1•6 x 7/a' CJIL11-IN ANCHORS SHAH BE LS 7/e- INTO NIICIICTE NO EMBEOMEM INTO ANY /W15N WTpP►L 511A11 BE PERMITTED. 1/1' 0-20 SS SIDEWALK BOLTS USED STwI BE LONG LNOUGN(SNOULD ANY nNLSI+ WTE'lllAL LXfSn ro ENGAGE 3/1' NATO ANCHORS. B,]) M CASE THAT PRECAST STONE, OR HRCCASt CONCRETE PANELS BE FOUND ON TNC CxKTINC WALL, AIICIIORS Si1Kl BE LONG ENOUGH TO RF11C11 THE MAN STIIULTURE BE!eN0 SUCH PANELS, /,1'Id10R,'DE SHAH B AS IAFTR1011ED In 9.1) AND IN da). (C) ANCHORS SHALL BE PETALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEdFKiL110N5 OF TN[ ANCHOR'S MANINACTINER. IT n 91Au BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS M THE STRUCTURE WHERE SHUTTER b TO BE ATTACHED TO INSURE PROPER ANCIgRIgf.. THIS SHUTTER S11NL ONLY ■ ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BUILDINGS la. THE PYSTAI,uTgN CONTRACTOR IS TO SEAL/CAULK ALL SFIUTTER COMPO{pD/T EDGES wwa+ REMAIN IN CONTINUOUS CONTACT WON 11iC BU+TOPIC TO PREYEM WINO/RNN INTRUSION CAUI.N AND SEAL SHUTTER TRACKS N1. Nif]lMO FULCONTRACTOR TO BE PURCHASE L IgVCTII. 13 STORM PANEL MStALUTgN 9LALL COMPLY MITN SPECS e/D,GTCO M tN6 OPAWING PLUG MIT' BUILDING AND /ON,NC REGULATIONS PROVIDED BY T/I[ JURISDICTION M.ICIIE PERMIT rc APPLIED T0. 14. A7gRA1 waloows AND DOORS. M4C [ - a HMIO STORM PANEL SrSTd'• b FLOOR PL1pq. ,S. (R) iw4 PRODUCT CVALUAT,ON DOCUMENT (P.E.D.) PREPARED BY THIS [Nf)gl[ER LS GENERIC AND DOES NOT vlRg4of INFORMATION FOR A SITE SPE'CrIC PROJECT; 1.4.. WHERE THE SITE CONDITIONS DEVIATE ftlpl THE P.LD. (b) THIS PRODUCT BASEO�O�TI t�M15 III PROVIDED �E DOES NOAND DEMTE FROM INCLUDING LIFE SAFETY OF O[iNLEO ON THIS DOCUMENT CONSTRUCTION SAFETY AT S11E b THE COIFTRACroR'S pE'SPOIiStldUtt. (e) TH15 PRODUCT EVALUATION DOCUMENT wu1 BE CONSIDERED INVNA) K MODIFIED. (a) SITE SPECIFIC PROJECTS SWILL e[ PREPARED 8r A FLORIDA REG51LRfD ENGINEER OR ARCHITECT WHICH WILL BECOME Ttt[ E7g11NER OF RECORD (LOAD FOR THE PRGIEM M/O 71H0 rpll BE RESPONSIBLE rOp THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD AL'tP10 AS A DELEGATED ENGINEER m ME PLO. E1101NEEA, SItALL SUBMIT t0 THIS LATTER THE SITE $PECTIC WNwPas FOR REVIEW (.) THIS O E.D. St4N! BF1J1 THE OAT[ AND ORIGINAL SEAL AND SIGNATURE OT• THE PROFESSIONAL 61fOME[ll OF RECORD THAT PREPARED rt ta. StOpM PANEL MANUFACTURER'S tMa0. SMALL BC LOCATED ON A IIfADilr VIb1BlE lOE:At1pN 4T STORM PANEL w ACCORDANCE ,NTH SECTION 1709.9.3 OF FLORIDA BIAlDNFO CODE. ONE LIBEL SwW. BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1700.9.2 Or THE FLORIDA BIALOING COO[. �r N N � Q O O O � � � 0 O L � o .row. .��j//���. V,i l.i. INSTALLATION QgTAILS FOR SERIES 2000 AND 1000 N :a � W N Li a � o rc C..7 M Q y C 'Cl LO !• C, ,4 +at, N t� � V � Q h G. •a LO Cl U COMPONENTS FOR SERIES 2000 dE 1000 E—Z HANG STORM PANELS ,./u , maw, (SCALE 1/2-1 h — �xAas 1'/24 4'/2 � w, oa •� ®' � 16O 1•Df{ : r{Lo{T - ,,,, IXI,IcsTE ,,,,,�, ,Q Illm + marl PANE INjO POURED CONCRETE OR CONCRETE BLOCK y dl lIO7 A FOR Taro stYlue ]• IAq rrr sorr reel!,! a wcE* w IN•.. t]a amn`�I`�" aPw•m w, ttrE 49 I I. �PO�•• L At a ....,s.tra• (rarw worw>--_ _ _. ....._._.. ---2sso• 3• IAaa. , 4 ,. .... ..__ _.. la OPgfIL fRplplp Ool t2.SOD• (EFFECTIVE WaTH} 2.250' UR[ •IM' ', ._ SJJ• yr _ ,/Y � a �aolmwe w'ex° w> �_ +Y+Iw� `I° •\� � ♦ r r- w ' r -- T :.ltL_/� 1/4- � I - Ian•f,YAA1 _ �wwox f-...y 1��r r5ur� it ac /, .- 1.3'/0 -, , ,--I.JaO ..-, .•..1.350 . , �,�a00 .. 1 � � � � FaaP1AA �' � � aID w p 1 �. ` � p Yg1✓iAx 4 a.., � 4 ,!� a7Y o7s• T i I , I � I .p,wo I `' � - --- 5 `'' �, \.r " el. i"°A1°i° C TYP zaa.2 00• � L u r � «,,,, A L � w. `+.1• cYx 1 . f, ¢:�s7• o.oJr• MN, ,Lek H[AIYCO. , J300• xsaT' _ . _ ^ : - � .. _ 1.. 1 . , : �_,. _ � - • a. l L 11. i I LL 1 _ rQP47 9 W � 1/.r-aRa•• � aq > d Lar'nrtal o.LVATasD sTtx1 EDee 'j 2.000• .�P /cAalEo 7YP. ArIM A-r{3 • ,A-�15 T.241 mlo Polio E«ttwall rAMQ, tN+D+aR Salo (tNtpROR rNNL) ti +-:'. _ r / T lTl N I GRAOC so Twl•RIY DfTAtI AJ • � , Ix�[ wTc. z ]. / roDP 'fm Pro) OEND PANCLI MTaNORr�Alwy �wroaoR ' (IN�c1Yo{I vMR1) i Lplp PNIq,) f I \ ':; I; � , ,.., ; ; 1 ( w'• a • , 7 ram• ) � •- I r EDGE 1 -t S . ,wLnA NmF a. � .�o-� Tn.T l 1_BETAn A ` w.r o-e arty. I I I t� ( I t � 1 I PI�R °IniwaTA 5 I I I I I y • A? I ;}DD- , w/ 1 1 . }11 �aa.•Ep1N ' ,/.,� 7 - I 1 i /�� - -a.2S0 a.470 1 �• . I ' +� I I I ( I 11! I Z '13 WNpMS Nx w/�. � �.% - _�N ._._ —.l I )1� IwPR�NVIs/ J _ I.. ....._t,..1 ...1 .._..1,.. < .�I I. �. .... .., . _'.`...� ws. w 1 T row wn •, o< I 5 I 1 1 -„,C� .P x •L• � _...�. � © STORY PANEL 2 0 - 1 � .,. 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K SF f[CIpN3 a Al!* ]► WY LD(A� V 1 -Ix• 1 , (ALTLiwWE 1n�TW I 10 ouwl 1 j '.•/ � 1 N OLAn I Nw MN •IOROA �w 1 .1. owl. �� �aR wr 9VNWgN i row wn • ,1 / ,-, srxalAs aN nIOT 7S rvR aria SOMwT--- AT p� aR � /8• /9•' MIL PNus) I YI�•q�'" 1 T n., lONYapM Y/rFo�layr�y 1 tP Sum. , paw ppN, Y[ UDR ] ' f1 Dw ®w/ ON w/0®. � • � � � WStNtiD KrtfiROw w'IEts le• •REM Pi .2. � R��Ar EACH i I hQr PMIN t ` `-\we � ''� ,0.0[• el�__ i .« -.. _ �6/ N SE rRWOE9 w _ OrM KeC PROVOFD w'/ p'a•M 1 1 w• • f 99 \. •� y- � W. t P � P INTEIO(D ro K rlsrAum rtFOY ,xr 123• rI/LNOID ro eL P6TALLAO rRaN a/aa a sneuDTURL �.. � �]e• 1• ✓I �1/f"ME -7o.FN•w► I �3.750` I-.. 1/4' ••` W '/f' �. •A• T/P Iha GM T/a'.�]!" WNp I 1 OOTT (+ I Y T- ,/.• MUD W ! { • 1 $ tw 1 I �i , ne ISOMETRIC VIEW DETAIL A a 000• �• � 2.000• � --- -- I - � i l ilk w �/,,. . ;, � 'rrs b• . r N..T i t s; � � ' 1 � j ROUNDED CORNER •ENDS OF PANEL'S '-- -) ' END UP w/ HEMMED FDOE ra3• 7S0' 1 ap®.y M rp ®. � SECTION 8-9 'r' ar`ao'O•�Nra`°`'rs)1OM � � � 1 ET. e ' I w , 6 � I I � � 1 � � O t _ i ' $ECT10N A�A (N.T.S) 70N1 S/7a' - 1 QNj((j ' eONE �7r' 3 � - -- �2•�'- _ II (TYD') S' Y,• YQiEt: TPACKS AT TOP a PAIIELWIE PLUS M 1S• LONG I lti .•. —7 ., �..I � q�At ,r����I /•r••,Pu f/?w _ N. . �y ,I.'w^ r DEFIWn011 OF 5F7Nrs ,,em; E. - 2 HANG STORM PANEL SYSTEM CONSISTING tX PANEL (+). OEirY11RN..OF_SERIf5..9,p40E - a /vu10 SITXILI PANEL SYSTEM CONSISTING or PANEL . IAT BOTTOM wl PANELMAIES, t : ,�fj klPWa' "'• • ,� oo,rpx� iiPTri4i1"i"F�ioa/r +••'+*a ' }T1 :r`,rif�/eli ]r w w w w Coat. TRAGcs TOP a BOTTOM. (a). END PANELS SIIML ALWAYS BE CONNECTED m SILL wAu Br MEANS OF I , r-Rau/s• m I .. wwwm f, �, T( 1 . 4 ,1 TRACK 3 6 2 x5 n7t ALUM. 'uF"...wlii'�r w+a+�" '/•+- r (lL�rl.—ANiiLE rANLTALATES op, r us[n r w (2) PANELS 8//ALl ALWAYS � CpANEC1E0 TO BORON TRACK OTHERWISE A 57GP BW ,(p2�)NR. I/ TS' LONG/ iRAC/I[ Ai ENO PANELS r- 6061-TB NINn. ALPAR ADUACIDIT LOY ,/1'hi0•a 4. 1LS. w ) a'rk3 32- WMG NIFt WI 1/1 rrJ 1' YJn- TNIAIBSCNEw TIMING Nut � i 4Y-aQF3/: Mln (I+UMBrCREw PRO TAPPW (�EPr AS � /' 1 2 1 � � � �;II l �y,l�,04 � '�� b • IY 0[ � T2S• (3). IF ENO PM�S ARf CONNECTED TO BOTTOM TMCK. CO ,ON SL441 CONSIST OF OESCPoBED ON TE (3) BLIO/n. O ( T O �9FOfLL .E ►pOYlOED AT TOP OF SUCH PANELS. li11A11 BE COIW/ECTEO TO w/ , 4Y-20r3� W 7/ 3 3$' •� r 1O•� " � �� ,ORt o IUD mP+gt m�j 1•wxirr"'" �W/� / / / N13c' ilo WALL AND DIRECT YOUNTIAIO INST. Ar roc+ wr ,+ V MITO TAPPED BOTTOM Tlbltit lOC1T1DN OF FASTENERS MAY BAT EITHER OF TWO (]). FOR CASES WHEN EMLI PMIfIS ARE USE JOINTLY w/ 16' 1A11C Ili AT WALL ��NS�IN�. �` ■ — TMAg X f1GOR TO CEWNG ImUNTING INST- �IIiji: DU7 YDEINT}�(p INST, L 1 E1rTEpgR FLAT FtAN0E5 OF END PANEL 9prTOM BUT END PANELS ME NOT COwT$'C7ED TO BOTTOu iMCK Si0► BAA $ECTI♦'�I 1 Q SFUE 19. , @J SINLL BE FRONDED AT TOP OF SUCH PNUli. (4), M CASE THAT ENO TAVFlS ARE NOT CONNECTED m BOttOY tRA01 P.G. A STOP BAR •� 3/•-1' B b ONLY 1WE0 AT TOP) AT I. EAST T'A'0 PANELS SMALL w CONNECTED m B17n0u TRACK (1). FOR IHSTN.uTIONS MMf/I END PANELS AND SOME N1Ep10p PANELS ARE DIRECTLY saNE ] e-1' T{y„j 3/S.T I USING SPECS rr,ICAIEb ON NOTE (]) NNTVC N SUCH CASE CONNECTION OF D< PMRilS NOUMED m Ex15nNG 501 Palt1 Yfiws OF PNATFS ONE INTERIOR PANEL xiL{. Tap f¢ fr¢1r1o•,ap Rpp,wlDiflpx pU m BOTTOM TRACK MAY OCWp AT ANY PANEL LOCATION. MAY BE USED JOPRLY W TRACR AT BOTT011 ACHPKI BOTTOM TRACK TO MALL F Vw d •w A, Isr N y M 1NYIHTIIN �( A.•r W/ TwD PANEuurEs rouowPfo ^.A10Mw *ON ELEVAnoN Mn w� ��yy] T 2• j 4 f qt w,R, . a 'o wKo1s PCN PII Ep A. Tsa• ass• RrP-) !•' �j (S) SEE SECTION ,'. 3' a 1' ON S,R:P 24. SEE ANCHOR SCHEDULE ON SHEET 25, 1Nn N[DEEOOE OISTANCC. FOR NaS uR[RION PANfI. usED r w) � _I < ■ At wwlo N �:' uGEN�:••.!�+ ,AY•LpIA,T1(µT "� T!u ro eE cpAwtDTm ro(�Q 6Y aNr WEANS. TPACK�SFMLL MSrALLED � FeuuNaN W .• ', ��' E,,....... Ur TtttaiErw d � C27. LEFT A ITIOHT SIDE OF PANEL) HAVE INrE w. r L EN �' �t67 •: FLORNNI BUILDING CODE IN h Velocity Nu come Ions \CEN$'''•� FLORIDA BUILDING CORE N(h Wloo Nurrlaanr Zone No. 44167 ' .... � � Tor • sonall aqurtfca rJN a FLORIDA BLINDING CODE IN h Vobe Hu carve Zone) � Q 1 �•Lt` •.. � J � :• •' WAN Lalerw r Mr IN, ro suY w+ <wm n1a4 we rl wa7a nm�a. we IN6rAUAigw ATE OF _ 20 OAOE GAIYAEBZEO STEEL STORY PANE( N0. 4 1 BT 20 DACE OALVAMD�D STEEL STORY PANEL STATE OF 20 BADE OALVAND:EO STEEL STORY PANEL y� Z Og10 �-_ qL•'•• }' : -�� /y/xea Eo .Law Po,rt2 $ •.,...• -.__ __--- PROTECTION PRODUCTS. IwiE STAY OF PROTECTION PRODUCTS, TLC. MAIL e» W40uf •. C O • -`:�' n/••/� in>axai srl�Bes NAPE - I L E C O lelc Teo s a n {THEY a2 BGIt: 1 r F.xT. »;....... �•r wr... w wrw •rowµ w ,row ngKL PROTECTION PRODUCTS, u.c. Z Di 3•IEs• ALUM. ANGLE © � •Q IL E C O IMa. /•' • �OE11(,I .EDP S.W. st J '' F p r• � IL E C O INC T t' LONG "'• HIHNfH / w • ar•R, R nii':uT O,L: •., 10 10 .• � • o,Yc H. u3,. awlr, a JO,. r a. r to vrww •wna a row rN•c awgwr-Tsa, wu Tom -WHAT 40-176 y Lr •'' 0 � w. ,PI, row w +row wgKE Ia>,fPw-»a, rAo (p.>or-srn .Pm aY. s, enPn 20-178r. , m rww, waNr- fP,gPw-exr 20- (76 Q BOeS-TO Num. ALLOY w..: wfrw" Maw rAA1w0 Nr h ! •• aR•nw Aa: It. wA./p{INnPr/IMt[ � C.A^.Ow71J{r.. IL hAINHIII NnaLLI L IINApwMTINL/MR VrA 00w7,t. ►1 ra.w P.C. 7CA1./PIPINi,PR/pAR wy,n7ltAA'�71ir. rX "` J nor w �. Y ' r wRar M a w � SHEET N0. SH 1,2 OVUMRIIEALSU.00..E Ym. kwlwa, SEpAM � TO vA1p ro MYMtlP'(P,. r.) ._ -t I (SSW OIAS9 OONDItgM SfCT� +96.0. -73.] 70' OR 1tb5 WLTED • +'. 7'. 3'. ,•W, ZYN a ]1 +w.0. -TS.3 _ 70' OR LESS 2 7n' 11DlTlD • - _ a' a .'11' IB'A9LRlED/FwOM ~ OFEP�iS • IN RIPAn At pIE11N a 40R OF PANES ,iTRIN . H �I �, M. ET •1 1• 1. .Il• wl Ill, DTI .! .i .NI 1 . U. 1 .T.Em. � AS�ON PRESSURE RATING 63 MAXIMUM AIf,/10A2 eF'ACINO FOR E. 0 . 3 1/2' - /'/PUR:ML TO MIT L�DIM11AeT1a0M DI ,I,d V A 2- (TOP) MARAKIN PA1a LOW" %, OM.) TAFC" CAM -IN _ mwcu z nMNt 0 1'Af16WA7[ PLEA M c6NCKE To oonown To ocismax To LONLWEM[ 12• N/A 12' N/A 12' N/A 12' 1 N/A IT' 3- To' 3' S' 4' S' 4' 1' BOTTOM) 12' 3- 12' S' e' e' e' e• 1• BOTTOM) 1 ++ 6e,0, •-7O.J N/A N/A N/A N/A M/A N/A -- 12 1/2• IT' -- 2' (BOTTOM) -- 70' ON LESS' 7' N/A 6 1/2• N/A 4 1/T N/A 4 I/2' N/A 3' (TOP) ,Y N/A 12 . N/A I 9 1/2- N/A I 9 1/2' N/A N (BOTTOM) 12' N/A 17' N/A 12' N/A 12' N/A 4' (TOP) 12, 8 12• 9 1/2' 12' ,1' t2' A. (BOTTOM) ► LIMITED TO 66.0 p.tt. AS DESIGN PRESSURE RAT.1G. AEU SHUT 20 FOR ANCHORS TYK • SPADING FOR WVALUM" /00 WOOD FRAME 6L%JM P44MUM ANCIIGA WW NM AND wwRM L'OK DSOMICE ARE PdGTED ON TINS SDICOLU. PM L D. Log TWA becAm ON SCIWAU REDUCE AVDIOR L/FCNO NY WLMYI/M SPICING .IOiWII OM 70m1A[ d /W fOLlDwwi FACIDMD FOR THIS OPOWON To K PONMKL REDIIC® lF.,tAM KRANm V9116 FACTOR 3NILLN IIOT K ILA TNW MNPWW VAEMO INAGTW TOR (AM ANL70O TYPE AT AMCIIOAf �O TEIB 1/P. olPoex- -_I/41 1F/�uH1e- I/4 W _ _ _ Ile. _ rnX-« _-. r IIaTF3I1 A.rYW P•) J J J 4 .n W4411fMD dWAA III,) 5 ) J J Iw tAWJ D1AM1N L a-) A ) in - J (n •` WA BIL low g _�_,_. __. " - _ r ,DO I.wJ , .Aw I + smoulles ,AM. DISTANCE BETWEEN BOTTOM OF PANEL i NO ® TO BE. 1/2• -7x U ++ ACQUIRES FAIL DISTANCE KTwrEN 90r10w OF PANEL me® To K! 3/,6• J31I COMPONENTS FOR REGULAR LIFE SAFETY do E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 __. __ --"L-------_ -._ ._ _.MAW (tOTN MOM) _. - 2.187`' - .... _..._ __-.. L:. ta3 ,/N•P-9ASN• ,2.300' ([PFCCTM M07H) ---- (..__ (:450"F- -, .750--, CL_ __ -6 I/A (TY►-)__- _ _._._. .374�-•'� t9S OR.� IQ 1/YiOC .0 - 1 ]SO - I )DO' � .169•+ � .Oe6 --1.350'. - _.. 1.SS0 - � (MAY R wvmu) I,sw- _ _ �' �_ , aee jILL .200 !i TI 3.]Y6- ,.67,• \t ' 1 t.s� •ee`' WIN m S i a " h 1 HEMMED o L •'.%, - aI[ xl..obO q4. EDGE ANfY Aeei 1YP. I .06N" 0; Y N �'BQLL 1 .__"1 OR" e0 M1NeUM NEMYED. I 4.ti5' _ J 0-60 ENV. ! - .. -.. ... EoOE i -.) ,23' 0e4' 1.300 - ORAA A IB ..I �(I QSTORY PANEL F__----------- --------_-- ]7s "_m+.) (Ins !. _ H .. _ - - -a .330' - L350• - DETA0. A -- - 2000• .... . FANELS SHIM . K NOTNAW ALWAYS -.- .- 2.mr -. . To FsBtw 1/1, !J2 RAIN HEADER (3 'FIN TRACK O ANOL.E WITH STUD Aop A L _� qMq11 '�' O.ON' (Mn.) �i i nVKI.3 DUO UP , 6 GALVANIZED MEL '575, .,270 IT/ IEAINIED EDGE `f � N ' ;• 19Nf1 • N 0.05' P.O.IW // I _ - .- 16 i IF 0.STS i(P(.( 0.450'1 t. 1 _T/% !- ) �' 407' ae4Y .eJn9e• 1.-_ --1 OR' 1 tom. P"4n b 260 N/. VIEW DETAIL A _-1 ., r 1 O j, MARL .1]] `. U7r. 1 .2F)107 ROUNDED CORNER 0 ENDS OF PANEL'S I . A.I..00' _ J1. ENO LIP W/ HEMMED EDGE. 1. .. .643' .,25• (•--2.J70• - (N.T.S) . , 2.AW 1 I (���. f.OU of ►Mt 3,750• mi' TTW,) -0 m. O KEY HOLE WASHER © KET HOLE AT PANEL 072' ( ) N SIDS-H154 ALUM NCO,' -- . _. I I + M 24' - . SEE 'SHEET 6 TOR ADDITIONAL I - ../1550•'- A, 3' LWATO" IF SLEEVE WHOM R 11•. .Oa1' O Aw►Ai�i1(ii yN I - _' Iw ! �Y01�,OR MSTNUTOMf MID 1 ,, 14I , :,75' MAX, L M 1 - W iy- 1.12" _ _ f _.2 �• - Z.000• 3730' ' 1 ,.DOD' a 64wa', ,-„6 1 I ,xe - -2s/e•--- ",1 O O ER ®'U" HEADER . 1_. 1 7 REV. "H" HEAD E - - . .,.MIN. ro s M"--. - 4.Oo0'. - Sj��FEE�I�V��E'(��t : MAR(. O �M © 11 "'J" TRACK 1�? PANEL HAy1NGER 3.oDo•- --.._. !%'a"iF'AuoY ,AAw-/MNNAI .574' I 364 40EP A• Tf(4l� Z4NANf�s1ORTA' ... '''')))) I_.� .........• (USE - PAWL f _.,3i1' .II i -� t-�- ,470' _. 1275' 4'N. -I,_ ., i. IRS(.`-'•.,T SYSTEM) 6063-T6 AWM. ALLOY , f T _?�y--io No.44167 • FLORIDA BUILDING CODE Non High VelocityEEYnNOillle Zorn 1.471' P }' I.Ib` .6e9- t,23" *. d, -.1 ® MN. O ® E' saaao ,W/Oa .A. 24 CAGE GALVANIZED STEEL STORM PANEL � Z000-N... T.F*v,t I M 1.. ; i*�) 1.M,• I o5O-..: .q STATE OF . y'•, •-. 2.1100'- _ L_._L _.• --SEE SECTIONS--- _ _�' p . F i. •.'• a7M/2RP _' ''I" �`' 0 y I L E C O Uwe. PROTECTION PRODUCTS. LLC. mR 41 9,W, 61 SMW �' .40 5 �! 4. Iv fw R P. 'A"P a4AR A ANP Data. FL 31H4 20- i 75 BUILD -OUT "F�IR ALLIED -OUT "F` TRACK 1 i S WA411ERE0 MIINONUT 41 . MN� _ Nor twlw6 75n Felt, tw)Nw.6m 0-1P Nor ® © © C -OMPIO "rM Cj C PE 9.Y/wIRMWL/Mi TRACK (ZAIAAt ]ALLOY) , Lug A TI LII .0 �E w• ,r"" man 2 A 16 CONCRETE ANCIDgS (SEE BDEOULE ON .. . SHEETS 9 THROUGH rot EXISTM POURED. RE CONCRETE RCOUM ' .. ON O INSTALLATION DETAILS INTO POURED CONCRETE FOR REGU-R PANEL i1� STRUCTURES OR CONCRETE BLOCK ALTERNATE CONCRETE ANCHORS LOCATION - (SEE SCHEDULE ON EXISTING POURED wmmirn, SHEETS 9 THROUGH 10) EXISTING POLO" CONCRETE OR CONCRETE BLOCK - OR CONCRETE BLOCK REOtM=. REOUIRC). '• �LTOWTE LEG / LoalttlN CONCRETE ANCHORS�• (SEE SCHEDULE On -, ' SHEETS 9 ttNMIGH.. C, OwLR WA w o � It' MICA. 1 PANEL LENGTH , (SEE SCHEDULE i ON SKIT 3) (D SOIL OF %, MAX 12 1/2" Or- - - I I _.1 LxwnRNMG NbMcFrouuD ,, :^a >,� EDGE OF WALL Da sue REQUIRED �.. , (VET. CONDRON) EMS lI i}T N.4 (SEt SOrt ANCHORS__ ' h4 . • Z :. F r Titiib:. I - _ (4tN• AO TWfA •IDo .-ilI N __ U _ MRaD ,01 sww at tn•-2o.1' 2.3 wi N ,AO CONCRETE ANCHORS (SEE SCHEDULE ON '' J I/2• a 12 •n' ac _ SHEETS 0 THROUGH 10) , - I 1 •Y-La+' 1 RAO WOL W -w ED /r' /J/ . i E • . yN' lu E0 r f: ® i ' ' O 'f / 1 SLE ( SIDEDUIE. TIDAL L. GLASS i ON 11 «/a,A w 1� - .. SHEET 31., , .,� -,}" .. A HIM f Wu 191w1 DOI a. 7• PANEL MIEHG1l1 (SEE 9GIEOIAE _ �. ON SHEET 3) O /: i at wa / j 41 I A CONCRETE ANCHORS._.. (SEE SCHEDULE ON SHUTS 9 THROUGH toy E.D. -EDGE DISTANCE NOTE FOR COUBMTION Qf v.Oj NS. (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE SHEETS 9 a 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 'er I4�'-'o'iiFAO we PW P I/a• 06 •�E�XrKMwc � D DGNCREIE -OR CONCRETE 8DU REOUM. ampiMnma SCALE 3/5-I' . ED I CONCRETE ANCHORS (SEL SCHEDULE ON _ { SHEETS 0 THROUGH I0) , EXISTING POURED CONCRETE OR CONCRETE BLOCK KOURM LD. Min. 5[PA TO GLASS. ADON (SEE SCHEDULE 1 I ON SHEET 3) .� . (4) :.TIC. 1 1 ... - 1 it' YEW. I PANE. LENGTH (SAL SCrEOMI IFOR ON SINEET SPACERS I 1 a i, ♦-4IN1 P,11a73 M ON SHLErs 9 a 10 F 1 aw� SPACER ;f: I Ll3 I i 0 I SOR PACERI Mo W 1. JOINT" 1 I ri= 1 '--I-s ' -_. ' 1 TI 2 ,/B• UONO MAX N.UWNUY 09 SPACERS 0 6 1 N' O.C. VALID FOR ALL DESIGN AND PANEL LENGTHS PER SHEET 3. _ ,' MO. LONG MERMAN SPACERS • 14 1/2' OC. (SET TAKE /, ON SHEETS 9 a lo.) iAJRA 0 INSTALLATION DETAILS FOR SERIES 2000 & 1000..E-Z HANG STORM PANEL (1) INTO EXISTING WOOD STRUCTURES i V••1 TAG Strews a E' 04 w/ t/2' M. THREADED PENETRATION ( 7'M4' 1.OW 1/•'. l/IG X'N6WS • t' O.G w/ 10 p113,.,G woaD NETHER 40AIQ + 112" M•. THREADED P[NE1MiIGN II 11 Mi fM ON FD:[ w «wo ,*AMR Ernnvo RARE _ 4 C-1. /1411.3...5. ,I au no OF 4 GPM. F 4. ]Mi 1 l Y a u Ero Dr ',( 0 7 ,{( f+ lei S I' , N'. LAc scAEPs • e• Oc. w/ 1:' . .:, , I +/•'.-2a3/,• TIIfT. , .I,� , r Yn /161rA0LD N'[M[TIM,ION 1(SOL DETAIL. ''. / N '�' T t _ _ wit rEi'Ow a I -fl �M� I , I A 7 W se' Ma lI Y TILW 1 1/4•P. to GLASS I I1150 w / aM3/3a• �CI1 LVLRI bhMIP N R i t I Ip I j a P P f i A ) 3 I _ i ( i' P I; . ,III 2 ' {$p.-Nair 1A VEANI IH srMm MIYAD[aLT iCLNNOETtAFD, i -_Ly (7jj 2^•4• W4N Or MAT[ AY ]EA65 2000 OR WOW 4 FtAI pH ON ILD01REQUID ON EDDY NxD I I -TO PANRMAR PINS+W/ 1 7 e• ,DO fKTRTIMiION a 2 • D rA Wn (21 2'N' ALTERNAM 2•'w fig R ON CoaHM6 MT 0R1 ON [➢OE SCµE ,/4 -•' ALTERNATIVE 1IV SCALE 1/4'.1• ,. NSINLAMNNS ME ONLY YNO FOR NUILDIWA WTIN ASD D[k�O A 10AO" UP TO +660. -75.3 Wt AMI PANEL'S LLNGIN UP TO 5'-10 4 FOR NEW FRAME "U559R"ORIELEMBERS IO K Sq/rMERN uOi l.. 4=."r POI:No'LRWW%S,+ECFCOfMMiYOF ter,A5WTS ECFKLT WDf Y AR ® AT too AS WELL A3 PAIal LYA.RCYON TO TRACKS M Ai ea 0ASTO ONEIDDo OR 3000 IN6TALIAiIDN TYPE OH J . R )Loll ID1 ICI d ...•,N--., 10P B 19ND5 CAN BE CDM WlU N ANY "Wn ALTEBNAMC TOP mum WOO- s it10Y , WAT to AN, 1KTALLAli011. RUDE 1/4' . I' NOTE L'ITO TRACKS NOT SHOWN NOR CLAWTT 14M us. W/ 7/0• Iw. or LNRY& Y(TlFljcrt)M S/16' Nw. POP Ia.CT e ,10NI10•M OF eVEH MY, ) PE TO MG WOaa NFADD --©C-1 e14M1• AMb VIA m TV' Q) (SEC xLOwyOfTAA 1/2a 11 tHet[ a I M- d I,/.'4-3L,•3,�•- - ( �,r G N�f �/ LVDR OH:rbAP n - f -_._ " 1- . .l i I - I Rf dr 7 Et N I I ,�11 r/ I W �� 7�(111'-I'- .V.' S YL' 1Hi t i ' NA, fA WDDr) T/4'. LAG SCW.NS • Vol: w/ .� + 'A Mn INPLADEO PENETRATION 1 --- PLATE RE-QUIRWOOD DO MT .LOCO Itwm ITC ECOENG 1/4•.:AG SCAM • A' O.L W/ ' 7' Wn. POWIMA➢L11 + / TIa{ HEAL 4v_�'--, O 1EA0fA Pi1,]j Ywoc a ox- ,4F1' Y S 5 I LA CWO a'L QrN 1/a• A AWFA KM`O1 "I"A'" , t,, 2 'to, 4. -54PA -I----- MO uAST. 1 y.2W, 4• W, EVERY' pLiR"LnP _ I 3 N eel " ff� � I if K I I; 1. ,. i r _-, .- i , i, w/ 7 a-..s N• MNC L 1• M. MA I/ •� t!ilr• I 2 "Ott IAA EeeLO/t) t I I i /+'F 20.3..• M.S. NI/ 7n'M3/32' C,nl Ww9 NUT 117' aC '. . ' (Y 2 000 �„E I E01 i /.'. 4AO WR MS a 6. O C IT/ t Y W tmwAOED Pv4`TRwr*. 0 , REM Dr MAST AT OR ON EM RUIL iffim TING ALTERNATIVE SCALE ,/A•.1' 4"W RIDA BUILDING CODE (High VW(ocll Hu a* Zon 20 GAGE GALVANIZED STEEL STORY PANELCRA,`, F ,ORAL PROTECTION PRODUCTS, I.I.C. 07' IT .1PD 0.P IL6I "sm Ome. 3331. -04, (WO.AR-n.31 FA (Il.NN-$?ST 20-17e ..CMIEDING 2/4 1/4. 3/4, 4/5, s/s a 6/5 PAJJEI_r� PRESSURE WNFOULf DIMLY FOR MaULAR STORM 1 W/6, sW/G. 3W/7 A 4w/7 S INSTALLATION INTO POURED CONCRETE, CONCRETE BLOCK A WOOD (t) _ ANCHORSHE (SEE to AII1) °" _ 3' MAX SHEETS 9, t0 aTt) ___ _ _ ___. - _ _ _ ._ _. 3' MAR SIM= PATH SM IYw/w[.MA...1O3 12MM PAMFI I CI) MMfl&MM A ' r MN.' - � MN, qLEAGN O o A AT To 911t 60TTON no WITH T6ACIC3 42- all- a h f�I a O O-O V ___ _ __-,_,-; Y`-.-A >xLTH TRACKS C2�oR(� w D.M.. 2, 3. 4, E -, , r- -r-r r i -r-rT • r-- r-r- 1-T-r-L r I r L D((,`T YfH)NTiD AT EACH LiFOO ,�• MAXIMUM PANEL LENGTH "L+" OR "L-" (M) 0 MARMaIM Ai 0. Coma" a wow PRESSURE RATING NbTALLATIONS t 1. r + w - (P ) ( ) b V SAO TA -0• IE4- J A0 _ I I W 70•-a' __ _ e-4' 400 70 F• 450- a e - _ 6 -D' _ __- Mo I N • 4'_ aao s r 1 3 a -o 7' T 000 __ 910 - / D 7 -1 "4J 7-0_ 7AO - -,- TSD 7 a _ 9 to Sao 7 j 7 -0 r T 6 8 .�.. _650 - 900 a o- - -e z� O30 ____.1s.4e, e_0. - r. 165.0 __ _.e_-3• a,-P• Do.o - - a-r _Iran - 3_-e' - 719.1 - a'-S' MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MA111MW AS.Q. OEM P$tTssm RA"4 (P. 1.) �a- ( )1 ) v mmam a WOOD NSTIALIATGNS 1 L+ M AD - 121-f0• ll'-r 30o it Fo'-r SSO 10'-ro• a'-s' IRO 9'-9• a'-2• 30D - e'-7' 9•-Z 510 •00 _ e'-3• I'-0• T-a_ - 7'-a' ,Y3.0 70.0 _.._ 1.40 _i S. " T_--1• '0._10, 7S0 7'-L' ee 90.E s=a'- 9•-1• _ r0D0 _ ILYo I IAo e.-J 9 _� - a T a 4 a'-1' -Ira.O - _ .•-10 4'-0;-. I19.6 MAYIYIN PANEL UM MINIMUM SEPARATION 10 GLASS SCHEDULE woo SPEED 4 170 IP.I.h WIND SPEED > 170 -0.0 (in) UNRESTRAINED R[51WAM 11H/RSIWMkD RE57RNNE0 30 OR LESS 1' 1" /• 6 1/4- >33 TO 90 I. 1' 7 I/2' 7 1/2• >00 To I45 I. 1• 7 I/Y i 1/2' .._♦ rnn A!\KV .AA11 U4T.►1A] / _PiI'nA wrm�TOP DOOM MOUNT T' U' HEADER HEADER ' SSTU D MOLE 1. TRACK N WmL M A -FT/91I7[_ DIRECT WOW 1. 32' 1. 53• 6r _ so, 11 4 I.S-XI V STUD ANGLE w34' 32• 39' - .2',..._ ie' 30' 3 r lwc c 1. 1. Sr 1. e7' 1. so. 1 ,I ANGLE _ • SO• 34' 32Y - 39' e0' -w. S0• 5r 1 50' --'.3j. -' --- �. ,"- W ®®°r® I 1 i °` 4 u AP Is i i � _I - ___ _ .'.Z._ . 1_ _ 3 11 �_1 i1 _L1 „ _ "', - - T.. _ - , ) -.. , f ) d - I -_�i li d-, I f -ILI� I ll r I 1 � - i I {4 t i i TIED ANeLs w ar-zDX PAN � 4 I '(SEE SEC PANELS I - I !�I I{j. �L (SEC SERMONS AS I I I I IS.S. M.S BOLT w/ A�7�0 EA OICRUP APPLLC/w2) ; I , • (SEE SECTIONS AS APPLICAKEI I! iI' I I;fiI I�I,�111.1111 � lid ; ;`,� i1 �;�� ii ii l i�i W iI (i I I Ll- I lliD.M..Q3 .®. _ j . l -- I-i - .. - - -- e o 0 ®OF@ _ MAR _I L .. S'AIAR MN 1 2/4 1 /4. 3/4. 4/5, 5/5 a 6/5 1' MN 1W/6. 2W/6, 3W/7 a 4W/7 ._..__.,_.-ANCHORS (SEE SCHEDULE ON SHEETS S. 10 A11 S. � .-' REGULAR 51ORM PANEL (11) ELEVATION 2.eB7' N.I.S. I/4' MTM. GOP MAX. GAP -r-,-, SECTION A -A T'1 T N.Ts. 0011101. (1) L+- MARION ALLOWABLE PARR. LEkWN FOR A CM31 P WMM ASA COMM LOAD. l MAX ALLOWABLE LENGTH FOR A GIVEN NEGATIVEALD. OFTAN LOAD. (2) roomulm To Woo" MIOOMAt PA1f1 Li]NOn! ONEN A POSITIVE AID. DES" LOTH. Cfnlr4NE M4DAWM PANEL LLNDM *L" ROOM SCAIm1AE. OWN A 010047M ALSO. DESIGN LOAD, Dt7M NC MAXIMUM RWU UMN 'L-' FROM 11041O AX F04AL MAMUM ALLOWABLE PAIL LDWH S E'GIAL TO DE IRMO MOWW'= PAMM LENGTH BEIWIW T.+' AM 1-'. (A) LEE SCHEDULE Bao'M FOR MN. PAiI L04 M FOR POROSITY OUALHXATIOM. r W9TAUATO O ODIC W000 ARE t*M TO F IS 0.6.1 MAX ALSO. DESIGN PRESSURE --- A%1*711p76 9. la It 11 MR MAX. A3.O. DESIGN LOADS At MAX PANG. LEMM FOR o 1 . 4416j '1 Two'° 1wtlxa 1c- 24 DA6Y CALVANl2E0 STEEL STORM ►ANCL oAW'N BY ' 7 c. -, H/LFnw6 I% HATE OF * `° - I L E C O /RIG. 9AL PROTECTION PRODUCTS, LLC. „A t 10-". I 4 _7 _ a .NlPO 6a 5, WaelT ',�6 . ORIO fG //�O•Rv . r. a. r .ram %."' MAIL Iti, wH 20-175 •M.S/ AIiE'•••�\ w"i. DWp r ^Cot- F,01W: (fUM�IWM. TAX GMRw•MI ORWM III INSTALL&TION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES . �, SEPAMTION O Eli wow ANCHORS r'. - ro (LASS. ' ,tI I r (SEE ECNEDULE ' ,HY-A,. - .:'-TsLE SCHEDULE DY tn-P-aN1• 1 1 �4N.�{/�p SHEET 11) - ¢,6.E,{X ,4D emn ; -91E1T 7J i ...qj_._-. r lP III L00N a0H T• _ N -1 iI - ._..__ ` ) 1 Y' MAIM Wotltl HfiRDER i • 1 1/.• ac ♦ I et Ewa I I I PANEL LENGTH REQUIRED -' t - ( aCMEDtLL ON '"_' '. �5116G.,�-' _A _- -- I_WE SCREOLRLi/4, - ,c... ._.. r....♦'- _ Dt1 SH[E1I�FOR1.. 1Nx SHIER 71) '�' 'I' ��71" (T�i-T r .� SPACER SPACER : - 1 H. I �.:/ MAR. 'I ;' 2''. I, I 1 - - LINGIN I HEADER. - 2. `I., : I i Co' Mn. S .::.- I, 1 '._ 1!il, - I '. W. ' W I _ ____ 1 I •' II i F 1� E0. .+ .... r-� 1 t' MAX. LONG ALUMINUM SPACERS 0 12 1/2' I I .' ,_.®O.C. (SEE TAOLE 11 ON SHEET 11.) ( MK. i I I i I I SEE Non " WLOw FOR UMRATIOMS FOR SEPARA110N 1 v MAX, I I V MAR, �I 74�-� TO DIASS. 1 O PANEL LEHOM J • _-_ I__ PANEL ON SH[CICi 7)N ., :, 1%2- LONG SLEEVES. • (SILL SCHEDULE I (SEE SCHEDULE 1 ..: I (SEE 5'CN6TMKF `: f' .._PAEL MATE FEMALE 0 OR PAr1El WIT / ON SHELL 3J i ,/Ati-3p.• 1 PLUMS (SET SCHEDULE ON SHEET II) ON SHEET 3) I vil ... , Et Lan w ' I I E0SIRIU ( A I LMIMH a4D 1_n ERISTMO _l f0 GLASS. i 7'14' Ww0 GLASS -N - 1 - I GLASS---4 SCHEDULE 3) PLATE ITF3MHNED 1 i = ON SHEET 3) i-Cl) Q16ES7 MOUNT W/ SPACER ii1 * I ALTERNArnE 2W' 1 I 1} `! , - ']-.5A SCALE 3/8.1• 1 I C 1 SEE TABLE /1 ON SHEET tl FOR MAX. PANEL LENGTHS a ' i O, 1 /q ' • ,2 M/7' O.G. MAR. A .O DESIGN LOADS FOR THIS INSTALLATION. 1 �a, MAX. , i 7- 7 1 _ I t L '. _-....._--_._____._.__ EM „ _ 1 _. .. -.-. - - - - - 11w00D ANCHORS I 7EG* I 1. t I' L _( SfAG0ExRE0HmuE/ ON W1N001 u HAY K , !/Y IaRA I: I I) �%�\ _--^--, SHEET 11) V), MMLAIGN 4 UM1D 10 A uw SIM MIaP= OWN tF-0• 2'.4' WOOD v *llllilr I I Ma IaAI ROOF IIOaHR (M1w O A JOIACtwI rWRM ANY PLATE REQUIRED - WOOD ANCHORS I NRMa9IG IwkNT dl�lR7 NWOIOA1p! rW J41wT It). �� ... STAGGERED W/ STUD 'AN It$a" 3 SEPARATION rolYDUaID ,W ' .. i" PLATE REQUIRED P) fNp10R DONE WIN WHIPJXOIR WA D�HA1Npp !WE IONNt 0 ON (SEE SCHEDULE ON LORD AStHa IDY,OWP10 OOMDIiIaIA .K _.____ . • Nllq! IIAI MOW} 9MNA K SHOED IIARWAA A 9 1/P GC. '. '� SHEET I1) DINO= AW,e I "1RKA 103MCTW M M t2 ,/r AO IPwLXNa AtLdwRl aN (1) WIV" ASO 0E9DA PNawUMM MWM w +60, -N Pal. i lA MAW. 34 INK PAML U kIM a LUM ro MI' A An CPU" ' W, , V 0 A mcsn nm F710M L~ Pon lsm" HEROIN W _ .' .: ._ I (2) w RaAM Ewa LEMON a �ONir.Y+ SECT 110UNT i ILA Ac Sww ,I) ON WALL �Qj1NTNNG (2) atIMAA vwa NmALATIGN f DAY (')'BRIT ''KPAWN='MW OrrII��/2r• WPM SA PA SHALL K AS PRI WILY ALTERNATIVE 1 W I IMa .N DKAA waoo ,4 , SCALE 3n-1- I WWA fat Wwo xm ,, 2 AA I AN OUPW N AM IN ANp T10 2N0 pI,I E1M0.1) a IHe Ra1MA SCALE 3/9.1• I w minkupon ..AA any FOR w10 ---'- PAOM am IZDIa 1. 2 a 3 AM ARYL Ilq -+ -) Ea A: Ts4 .e FLORIDA BUILDING CODE Non Nt JJ4TE5: ; '' CEN h Wlod NuFfIOIGrn Zone 1 INSTALLATION ARE ONLY VALID FOR MAX, A.S.D. . NO. 4416I I Memo %XM NU. 24 GAGE GALVANIZED SM STORY PANEL FA. DESIGN PRESSURE RATING (P•/.f) AND PANEL LENGTHS i *, * * oMWM en TOP A BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR _ �R R/2T/INO COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') %'�IL'.% STATE G _ 1 IL E C O INc. GLOBAL PROTECTION PRODUCTS, LLC. ytE, TELL •c •. F(ORIO►''?' -----' FPw W.P. 51 21wn 2. FOR NEW WOOD FRANC CONSTRUCTION! WOOD eo,u. ..2W R h: .= n 3w. euE. FL =11 . 20-175 Rio.. n.R m-14W . ti , nIa P,-1N1 PM1e, (FNNw-IM. FAI: (w4Mw-N// MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC `Sl--""••N-.I..w..,a.. DENSITY OF 0.55 OR EQUAL. NAIn R GA- 16 "'I "" IMUw a no A- NE ; e l I. GENERAL mew NOTES arn9 a tF2 Nun newt UNM (c) LD-LAISDNQ._L19�-iHk-2F X ORA,6FY_ c-_ASS..I j ,. STORM PALACE SHOWS ON T11S PRODUCT NµAUA11ON DOQMENt (PEA.) HAS EREN VEREIEO FOR COMPLIANCE IN ACCORDANCE - 1/Ay TAPCON ANCHORS, AS M~AC1URED BY Ov 9UILOEA, INC WITH THE 2020 (7th EDITION) Or THE FLORIDA BMW, CODE IM STORM PANEL SHALL NOT K INSTALLED AT HIGH - it4-10 PMYLMAIE FEMALE 10 AND PANIEMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION "Mum VELOCITY Ml1RMCANE ZONES (MWR-a4m / BROWARO COUNr1E5). - 1/IY LAIC SCREWS POt N.OS 8� A 609 OF iNC ABOVE MENTIONED C01 - 1 1 •.. AS MBUi BY l i S f6'w T SPECIALTY CO N WI L 0 N , E. FDA BASIC WIND MSIC WIND LOADS DETERMINED A1. e 5 •WOOD 61IRIIWNG. 0.5E ED AL POINT C BOL tr PECIA / n BY THE UUR WHERE STOI4 PANEL WILL BE Nb7ALLfD, AND OR D9KCTNRlN1TY OR BY E STORM P 1 t' A HALT REQUIRED ISDKTI➢W SD-0- r T -1 X H S TIED ON SHEETS , , 1 T PANEL ND'• 5, SING USING AS7. F 6 AM SHALL NO EXCEED C MAXIMUM Ab D. DESIGN PRESSOR[ RA17N0 N101CA C YMMUY THp(ME0 R'ENLTRAY10h MNtO WOW O TAPCON A/NC/ORS 7 AND 2 tR RCO MATE THUS ( ) ) SINLL 0< / ' TH 1 1 1 r a 3. 9 TWILL 1 a 7, a AND IAw[WNE L,4NE IN ORDER 70 tE,WM THE ABOVE CONDITION, ULTIMATE DESIGN WINO EMITS 15CTiiaLINED PER A$CL 7-te SHALL BE FIRST REDUCED TO AS.O. DESIGN PRESSURE RATING BY MULTIPLYING THEY BY 0.6 w ORDER TO COMPARE THESE W/ MAX. US D) C2) MINIMUM THREADED PENETRATOR OF LAC SCREW, INTO THE WOOD FRAME UNIT SMALL K 1 1/2- NO TW"" DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 14RU 12 a 17. 18 PENETRATION N10 SIUCM SHALL BE CONSIDERED AS PART OF THE REOURM TNRCAOm PENCTIATTON IN ORDER ro VERIFY IWti ANCHORS ON THIS P.EO AS TESTED WOE NOT OVER SIRlSSEC, A 33W •+CREASE w NS OwAKk SIRLC6 FOR WIND LOADS MKS A21 USED IN THEIR ANALYSIS. FASTEMERS SPACING TO WOOD HAS 91m DETERMINED IN C.3) MRgNHM E'OOC ILSTANCE Of LAG SCREWS, INTO WOW SMALL BE AS NOOATEQ IN TIIK DRAMNG AOCOROANCf MUM N.O.S. 201 ►. STOMA PANELS ADCQUACY FOR IMPACT AID WIND RESISTANCE ALAS BEEN VERYED IN ACCORDANCE WITH SECTION 1609.1.2 OF C.4) MINIMUM RNFIR1ATION OF WOOD BUSHING SHALL BE 5/6' 1/4' 0-20 SCREWS USED SIMI BE 1 1/2• LONG MINIMUM iflC ABOVE MENTIONED COME AS PERAM[MCAR TEST DAB O SOUTH FLORIDA rEpplfTS'06,4.01_O, AND 1021202-Oe. AS SHOULD STUCCO L'X4T, AND t' LNWMIIM FOR WN15 MM NO bilCGO, PER SM 12-99 a ASTM C 330-02 STANDARDS, AND AMERICAN TESTING DAB SOUTH FLORIN REPORT 11123.01-iO AS PER CIS) IN CAW THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOOMS BE FOUND ON THE CASTING AND TAS-iO3 PROTOCOLS, NO A5 PER CALCULATIONS PF.RFOPoAE'U IN ACC(rf1OWGE W/ SECTION ,6M OF THE IORIOA, WALL. ANCHORS SHµL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. fLOMM g1111,OWG CODE ANCHORAGE SHN.I BE AS MENTIONED IN C 1). C2) a C.4) 2 ALL. A.UMRN IRA EXiRl1TiGN5 10 K bO53-16 ALLEY AID HEADIER (UNUfSS OTHERWISE NOTED) SEC SINFeT 2 to) ANCHORS SHALL BE INSTALLED FOLLOWING ALL O 114F. RECOMMAFMCMIMS AND SPEVFK:ATMNS tN THC ANCHOR'S MANUFACTURER 5 ALL ALUMINUM SHEET METAL USED AT UMURFS SHALL HAVE 310E--H14 ALLOY a PANELS MAY ALSO BE INSTALLED NORCONTALLY FOUDW04G INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEE71; 4 4. ALL 51EEL SHEET METµ PANELS S,IALI HAVE STRUCTURAL OVAltrY STEEL. AStM A_6S3 GRAM 60 MINIMVY, G-MD GALVAMZEO iA1RUx:H 5) EXCEPT THAT NVAOCRS®a0 SMALL NOT RE USED. STEEL UESIONAIION W/FY- 92.2 AW (ALTER ROLLED). 9. IT SOW. 9r 'TIR RESPONSIOUTY OF THE CONTRACTOR FO VERIFY THE SOUNDNESS OE THE STRUCTURE WHERE SHUITIO IS TO BE 95. ALL SCREWS TO 6C STAINLESS STEEL. 304 OR $is NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER PN ACNE'0 TO INSURE PgooER ANCHORAGE MR SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR wow FRAME LDwcs. SW16 W/ 10 A.l YIELL. SIRkNGTHI AIO 90 ALAI TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING tX7DC SECTION 2a11 33.4 ID EACH RECA STORM PANEI WM4 LENGTHS OVER DO•. AS PER SECTIONS 1, 2, A, 5, 6 AND µ='"VM IW, 3W A 411 ON 9HCETS A, 5, 6 A '! RfSPECTNEIY: 9NAL1 NAVE A LEGIBLE AND READILY NSOLE AIAMWG NNSTRUCIMIG OWNER OR 1EAIANT TO 5 MOLTS To BE ASTM A-307 GALVANIZED STEEL OR AIS, 304 SERIES STAINLESS SIM, WITMt 36 Aa MINIMUM YIELD STREMOM. SECURE PANELS WITH APPUCAKE REINFORCEMENT DURING PCMM Or HURRICANE WARN" 7 ANCHORS TO WALL $NAIL BE AS FOLLOWS, I I THE INSTALLATION CONTRACTOR 15 TO SEAL./CAULK ALL SHWTILIR COMPONENT EDGES MACH REMAIN IN CtNRNUWS CONTACT WITH THE BUILDING CO PREVENT WIND/RAIN INTRUSION (A) TQ_LARTING_FQURD_ClN2= - 1/4'. TAPCON ANCHORS AS MUUFACTIRED BY ItW BWLOER, HNC (M:n. Fc••3192 P-) ,2 STUIW PANEL IN5TNIATON SHALL COMPLY MIN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND CONING REGULAT10M5 - I/1' .. 7/6• CALK-w ANCHOR3. AS MANUFACIVRED 01 1$WALI PIC PROVIDED BY i1E 11RSD,GTpv WHERE PERMIT 15 APPLIED T0. _ ,104E Y 3/4- SOLO -SET ANCHORS. NL4 DIStMB11tED BY N1 I,dM SCRF.IM, BOIL a SPEWLTY CO. K (Mt'A-3000 P.A..)) 13 (R TINS PRODUCT EVNJMTON DUMCNT (PEG) PREPARED BF THIS ENGINEER GENERIC AMC DOES NOT PROVIDE WRIMTION tn FOR A SITE SPECIFIC PRO EC!W - III-IO PANELMATF FEMALE 0 a PANELMATE PLUS ANCHORS, AS MANUFACTURED By ELCO MASIRUCTWN POOUCMS. ; i.s. WHERE TIE SITE CONDITIONS DEVIATE FROM THE P E 0 - 1/4.0 ZAMAC NALIN ANCHORS, AS MANUFACTURED BY DLWWLI,'NC. (b) CONTRACTOR TO K RCSPONSOi FCR THE SELECTION, PURCHASE AND INSTALLATION MCILEA1G LIE SAFETY OF THIS PRODUCT ON THIS PE.O. PROVIDED NE/SNE DOES NOT DELMTE rROY INC CONDITIONS UTALE➢ ON THIS DOCUMENT A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POWER COOTRETC SHALL Of 3 4•, 2' FOR E.LCD PARELMATE AND CONSTRUCTION / CONSTRUCTION SAFETY AT SITE 15 TALC CONtWrDR'S RESPONNSOWR , ],/4' FOR ZAMAC NNLN ANCHORS W Tw5 PRODUCT ryN UARON DOCUMENT WILL BE CONSIDERED NVAUD IF MODIFIED A2) CNX-IN a SOLID -SEC ANCHORS SHA[t R EM13EDDFD 7/6' INTO THE ROURW CONICATIF NO EMBEOMEM INTO SIUUY:O SfMll. BE PERMRTE[,. 1/a' .-20 SCREWS ,15£O S1NAl1 K I 1/2' LONG MINIMUM SHOULD STUCCO EG57, (a) SITE SPk-GRID ITf0.1ECT5 5W4L BE PREPARED BY A FLORIN NFA]S'IERCD ENGNEFN l7R ARp1TiEC1 WINCH NIA. BFH.OYC )Nf AND 1' MINIMUM FOR WALLS WITH NO STUCCO, AND MAT BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD fE O R ` FOR THE PROJECT AND WHO FALL BE RMPMSWLE FOR THE. PROPER THE PIE ENGINES RECORD, 71E So *111 WINC NAYS USE OF 0 OF ACTINIC AS A DELEGATEDF7KANEER TO PE.D ENGINEER, SHALL SUBMIT TO THIS USIM LATTER THE SSPECIFIC OWAWPgS FOR REVIEW A.5) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EYISTINC WALL OR fl". ANCHORS SK41- Of LONG ENOU I, TO RLACH 104E MAN STRUCTURE IETIND SUCH PANELS (.) INS P.E.O. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PWCSSKR4N ANCHORAGE 5MN.l. OF AS MENtIONFU N AI) AND IN A2). ENGINEER O RECORD THAT PREPARED 1T. (a) TQ_E>95LNG. LAICRETE BLOG3e WIWL.. Abim-GG-mr 14. SHU'RGR M~ACrLftR'S LABEL SHALL BE LOCATED ON A READILY VISIkE LOCATION AT STORM - TIC . TAPCON ANCHORS AS MANUfACiWIEp BY 1 1 W PUW1)Ex, INC. PARR 5144TTEA IN ACCORDANCE WITH SECTION 170992 OF FLORIDABUILDING CODE ONE LABEL SMALL BE EVERT OPENING LABELING TO COMPLY WITH SECTION 170993 Of MT - 1/A• / II 7/6' CALX-N ANCHORS. AS MANUFACTURED B.' DIT"t. INC CF - 1/4 0 X 3/4- SOUGH -SET ANCHORS. AS DI CIRLBLnO BY ALL POINT SCREW, BOLT a SPECIALTY Co • /14-10 PAN[LMATC FEMALE D AND PANELMATE PLUS ANCHORS. AS MNLNAMOED BY FLCO CONSTRLL;TKN ppO�(*0111111 - t/4. / ZAMAC NAIM ANCHORS, AS MAHN'AC7URED BY DEW'ALI. INC ,�E,P A. i///.. 0.0 MINIMUM EMKOWNT OF TAPCON ANCHORS. ELCO PAREI ATE$ WD ZAMAC NNLIN ANCMOR, INTO RILL �CENS •:'�� FLORIDA BUILDING CODE NUN, High VelocityNuFrlcone Zorn KOLA UNIT SIM" !a 1 1 /4" REr� 9.2) CAVE-N a SOLO -SET ANCHORS SHALL Of CUSEODED 7/0' INTO THE CONCRETE BLOCK UNIT. NO '• 'jR1O44 % '''m0 R1Da 21 GAGE GALVANIZED STEEL STORY PANEL MMiy w. STUCCO SMALL K PEMM"EO. 1/4' .-20 SCREWS USED SNALL TIME 1 1/2' LONG MMMUI SHOULD 0 Dw. * _ "-'� mmnlw AMC 11 MINIMUM FOR WALLS WISH NO sncco STATE F .- ILT E� TL, GLOBAL PROTECTION PRODUCTS• LLC. �:, Mr I, Fmw 0.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS OC FT)Utl '20RI Al a,u �"t'iw/tL F Sul. THE P FA, 20-175 FISTING WALL. ANCHORS SHALL K LONG ENOUGH TO REACH MAIN SIRUCIURE BEHIND Sir �•••,••• ,S+ G\ / ,WI4)sA-PP ANCHORAGE s11N1 BE A5 MENNT,ONED IN B,) ARD IN 84) S/ORAL "� T a •-' P,-;M M ,-7J.A IIr 0111P.a ,► N •L YN/aS�YVw/61II - Flow wM1rA A .!. 3 aKE r P II . 4 Im -.- -__„- - INSTALLATION_DETAILS E INTO POURED 11"OC �E FOR REGULAR PANEL CONCRETE OR COONNGCRETE BLOCK Rt COMCM BLOCCdKRETE in STRUCTURES ODAIGREI[ ANCHORS / OAEC B T �%' REQAM CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH 10y (EEC SCHEDULE ON SHEETS R MRWG11 10) !;iCONCRETE 09 0 I te�,E1oI ' //2' 1/4- ,/2' 11/4, rNlYr 4 In' a.a . rj _ MEa:.. , r'fii'',+' )F I - _.. _ .- ¢¢ CONCRETE: ANCHORS....Y..-... ,.... _ _ - ..I G•'3 j CD I i i (SEE SCHEDULE ON 1 SHFTn w THROl10H 10) r 1 / v' �' I 1 Y 1 Y / j I 1 t r I -. I L, ..- -- '_ ., ;. ..._ ro GLIL55. L.._ 1 4Y•AMI• .... f .... l Ptx w I ,MA q W�a W .TL. , Tp*FLAT' R SIPAIMTIOFN Y.__ _� NNw W TO DUOS. N 1 GALE Fa INn w� ED /;':. /i i EXKTLNC (SEE SCHEDULE 1 umm aw, f�') 'L• MOM. (SEE SCHCWLL 1 NEON OATH Y 4 !! l,, ,. , .. . QLA9S� ON SHEET 3) I I PANEL Lf.NCTH \� I (SEE SCHEDULE C ON SHEET 3) j , N 1 1 •L• MD INN. SEPARAIIW I i' WTI. l i. ON SHEET 7) e I PAllflt LENGTH (SEE PANEL llsecosc LSCHEDULE LOMCRC7L ANCHORS (SEE SCHEDULE ON I i 4 ,fH... _ (SR SCHEDULE ON SHEET J) ON SHEET 3) •»:. SHEETS 9 THROUGH 11)A I 1 e0% O I I N I EIGST rNOy O I 1 i.. . ` _- 1 1 1 b OF L' DU1S5-11 I 1GSTINg E I GLASS "'1 1 0I 1 MAX 1 SOIL . I .11N CD ( . �,,'v �.� 1, 1 ED 1. 1 E-0 ' - I 2 ��� / F 4- e,, N • 1 f/2' OC : �' C 1 AM.IGABLE)-: 'ui..: ' JI. ` ®- M ''`` 1- Rw'bAe"DD TD1"�"O'10aw'ON"O6 Na. Ma NN CONCRETE HAD" I REQUIRED. . 1 CONCRETE ANCHORS J 1 I (SEE SCHEDULE ON ._-_.1_... - i • ,-CD.--fo- T ''Tyy�TT..;; . ,/V-M'. R/ I' 0« - a 17 1/Y ac .--- - -. _._ SHEETS a TMRQUGH to) f1Ty. VE/ - -ALTERNATE i DILLY WHEN 90LA ;: 3E1 a Cµx-N -,Z!; LEG LOCATION. SS •/;.' � AaE usC' a W/ WHEN CONCRETE. OR CONCRETE BLOCK µTERMITE CONCRETE '_ ODSDNG PWIRED CONCRETE CONCRETE ANCHORS ME US[nra REQUIRED. ANCHORS �1 CONCRER KOCN RCOARLtl. STAGGERED N/ �6-' (SEE KIFiOULt ON (K{ SCHEDULE ON SHEETS f IMRWGH 10) SHEETS a THROUGH 10) SWWC 3n-I SCALE SMILE 3/6-,' 1' 4nHHmHHNT/ Ep A. T!(Ul CEN FLORIDA BUILDING CODE Non High VNoci HIM one Zone) E.D. "EDGE DISTANCE (SEE SCHEDULE ON ( SHEETS 9 A t0) . TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 0. 44167 4i10 " um "` 24 GAGE GALVANIZED STEEL STORED PAWL � * , #' c * a s�'•. STATE 0� i L E C O INe GtOBl1l PROTECTION PRODUCTS, LLC. ... O •., P --- -- .Poe WP. 61 fWR1 •4' ZOR19►' . �. GIN... A,. .l41A n MIN ORAL A. 31314 rp 'M m/1n/.MP Me INSTALLATION. 4y4P . ,,. -TILT w�, kWo Pam + n-Y21 NOR: O")M-76re, Fa (w4Rw-ffm 20-175 •M, M TA-eDON,N CrAlm N. fNNN wAL1Q1 A M.. PL MO 4 W D INSTALLATION DETAILS FOR REGjJLAR PANEL d) INTO WOOD ' LEG .__µTERNATE N'Me ((UP) oDSTRc WWO0ppQQ� . ;' - LAGArGN BEAM 16EQUWIED. STRLKTLIgAI 1 I . - ADEQUACY OF pt1$TINO WNOD 7- BEAM TO BE CESrTF1E0 dY I I / ..N9 tl) REGISTERED ENGINEER OR .'T' EE '.-L. ARCI4TECT PRIOR TO 5H117RER- v INSTALLATION. ' ANCHORS ALTERNATE WOOD ANCHORS t' Mtn - 1/.V WW1WX Rea (SEE SOHFWLE ON - i.-. - SCE SCHEDULE ON -� EO- SHEET 1,) SHEET 11) •-x•+•,r "I N fIK1/1r14e-= I $3 .4 w/ NUT f }' r _... } �iwt. TYOOO HEADER �I I' - - 1/2' _ _ - M• _-_ _.._-- -.. 1- " t REQUIRED ` 4Y-Jo.I' 1 ... T. _ _. _ A A.,00 Pan ERISY O GLASS ,L 1 Wow ANCHORS 1 • a 6 ,/r os. i 11 i (SEE SCHEDULE ON !' , I , f Man 1 1 Mn ( SHEET 11)11 III. , _ ISEPARAriDN i 1 r-- 1 1 . O O q GLASS•(SEF o I i 1pY-YO.,• I (..J� , �_ i 1 5cHERAAE 1 ON SHEET 7) , I�3. 6a, r ! 4 Mln. SEPARATION TO CUSS. I .1 , ; / pt MaIR RNa ; (EE'E BOHFAAE ON SHEET 3) I . �w - PANEL �fl 1 - 1 LOfI1H IUP T-•'y 1 MAR. ! .... _. I ni IRA (SEE SCHEWII v _ i .. - _( p SCH �I� 1 uOIN s-IT (1N SHEET 3) I L I_ J I_ ON SHEET 3) oL N i ' - - ----- Al . I - I 11 M O .. 1 OF 1 MAX (��G I I i 111 1 i_ 4 I o 12 I/2• D.C. I I I lr t - i_I IALIOWEG 1 L+0 I I _ NOO /aTW No iNl-$N1 ��" _... . . _ ,... 2-XB• WOW -_ ,� N'00p AMI;FORg .. .. 1. DECK REQUIRED ReOlR11.ED I: i WOOD ANCHORS f (SEE SCHEDULE Off bCE SLTEDUL£ DIN _ _ _ 37., - , SHEET t1y Aff ALTERNATIVE WAX 3n•1" IMIN VALE 3/0-/• ER ...... � 11 NOTE FOR COMBINATION Of SSCT10N5: �' 3 # N0.44187 •1. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O ' FLORIDA BUILDING CODE Non High VNx Hu cane Zone # ,� mc 24 GAGE 64VANIZED STEEL STORY PANEL w TOP A BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (.at AND PANEL LENGTHS STATE OF : r�'w COMBINED IN ANY WAY TO SUIT ANY AS DER SCHEDULES ON SHEET -'•. . .,"a=__-+�: N/N/wr 1L � �TECM �• MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEC#lC f - --. ECO ENc. • an DENSITY OF 0.55 OR EOUAL "A/f-tA,-HINT �2'X�1 ,�ONA'IEM �1W. E� wr Aa,W / N . psp��-1.i�.w m-To AONI (e wl 73.I. F IL (W)@W-M 20-175 P,l.. 'YIILJWMaMTURL/O.It al-olim's OAWIY16 M. A ,ALP N., PE son I a ,/ 1 -&-•• 1y a) = N a) O� a 0 -0 C Cu 2 .� U &- ��^^ N -p U O .� VJ 0 C- � L C Ca 0 0 CU LL a- CIO > - -0 C0 Cw CIO .0 4­0 CO ^2 Q Q z z W J A" CV W /�_ G1 t n t= C m C'V _ LA. d -T O L U) 4V L w e C CC " 3 DO '{ 1�5 CU Y N •y d c Z5 C a _� 3 cc n] aJ c] w ' u d) C Cam] _ 1n a LI c E NO C, (a_ U O SHEET N0. SH 13 END CLOSURES DETAILS FOR INSTALLATI9N IN POURED CONCRETE. CONCRETE BLOCK OR WOOD Sjj�UCTURES: VALID OR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL Cb SYSTEMS 1 ( 1411H..._.1 OR -n- VARJIS I I • 7.„. �LW Y+ r r .Oei• 31. M-la gq y eO]-T6 ALLO,T,CON1. AWN. :.,". r .4. ; � & 2 2 'a, AEeIARm tAN.9Na�",iL C.r , a,.• it {- ` Ir,) I 10"uocxm°"ooiln�e'L"°°°rw... necuonco°°uPi10TEb"s1°oc.ba 1�� ► /Nri+ali i i� o a ,/:. ...� "Y31 �,-. tw w000 FRUIT 1 I {X OR($ v1 MM,T ` . r.; rlmMRm �. 1 3 `: ;4 3. ::� ; �: y 1/.• s P L1 v. -11, i 11. / A41NM 1 +PC01, ANDOR N 1 "I'll RN. rt Im LoaT,aH Mln Y.Y. b 2 047 • 1 1 ,f • 7 oc vAR[s - 1 , 1 r , r . coin >;i s w < ANp1 t 41lT E OR Ya4 W OR ( A10' S LIV Wf 91T[1 1 YgIp1ED COM2•'K. CONGNEIE ' • 2' %.' % 1Ta' .f, ,• / T-•f (_ jW{'" INTN AW. 6EM PIA71' •'\ BLOCH Olt Y+.' WODO fp7AK Slm-414 OR j 1 l � ° 2 In. f, 1 1 a - - roa-IS All -.. 7• -ti • 'war. /// ma. AN Ili i/ I 1 to AtAL / �/ M / - 11•a QM ia• ,2' opc'T-�10�-«,: a2Ua3-n w,w,• WIACMNN Cant .tun AHa1 CASE A PLAN) CASE B LAN) CASE C (pLAN) CASF,,,_D (PLAN) ( (�_. SCALE ,/{". 1' SUtE ,/4'.1' SCALE ,/4'.1• SGLE t/4t,' - '' 1 sao-sct OR C^A_W I DR pW PAIQNNTE _ ? nOURm IANdB7E�_ T,a�a tIIN Ai "tbNAt[ p Na _"i 1- 1 (J1 , OR )%TEARER W"= -TOP, fOROM M rAtlptMTE huf (eF( u sx ° I I a I'..• aoo SINS a OPEwm SttcDIAE N 749 s, - _. (MIN. 1+/NEL CONCN6T 910N VAhFS� © ® FRAIME RFOMFKD AS APPLAyaE ,0 • It) ,, 2 r+ w000 F t1' AML OVEJOAP BCtoND _ _ _ WDN,NQ WD1M) RTowMo 1 u .'•c, ;.x- �' ... ,m * ;.av flTW000 B °R 7•.aPkAKD rRwc AEOLPca 3/ tAe. m1 a c... .' 1 I \ ..___ ..,I 1 © OR® \ ,a _, (1 \ ._ /ACNE +R/ AM41CRT0 ARAL k IIENt T FIwaS ro 5•IES I o pmai ��j t YM{L (It1VJ1 DIME L1m PAEU % . B.0 DISTANCE "� �•.) (FTp.) / I `1 1 j�'` /_---�--,•wp �;al;, :'_J H,NtwI CASE G (PLAN) •'•ACEN ✓p VAUD FOR DIRECT MOUNT INSTALLATION ONLY k �.•--/ w« °F+� �1'' sf •':{ CE1TnF1ED PANEL NStA{UTDN AT WALLS W/ g : N0. 44167 '; SURFACE LEVEL VMaATIONS WITHIN 3/4' * ; TB : • FLORIDA BUILDING CODE Men h YNOCII Nwrr)eons tons CASE E (PLAN) CASE F (PLAN) ; � Imo rmDo •° 24 GAGE CALVANRED STEEL STORM PANEL r' SCALE 1/4--l- SCALE,/a•.t' 'Tji3�%•'.,`ko 0�' :�40 _- OM61,eA Sea NsS. \ T E C O GLOBAL PROTECTION PRODUCTS. U. e2"„/° •.. Irc. fA••IN., / 4em 1 R. 6, �' •J-Ei1"ISO .. s. � r s ,Tr Y/pP, two owc. tL t. � TO-175 . ra- Mq EMI-Iwo-INO Pn-.r MORA CW)ONF70M IN (M4)WO-:tA ! P%ww4 Ilr PE 4MJf mew.w m w� �"CMT0. II rA •• • 1 w �- MET P a n MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.l.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PAyI;,I,A+M INSTAUAI TIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL (Z)INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 5 & 7) IAAx. AS.O. DESIGN PROMRATING E (P.SJ-) MAXIMUM ANCHORS SPACING POI) E.D . AS SHOWN ON SHEETS 6 t 7 APPLro1CIBLE WMI/dVt'' OF THEM MA" PANEL LEIICr11 t' (N') T ,OI IV lCRCIV PA IBJ" E FEMALE D PANLU%n 111.1TS HOOD v,SHM u • 3 1 3 13' Ir J e (TIN) ._ �- 1 ' - J _ Ir "'- 3 _.. 1! _ tr '- - IJ ' 1w e t IO,- a 1/2' _ 9 1/i _ 0 ,/2 _ _ Bin -- ! ,/:- - (TOP) +-45 4a. OR LESS .- _ . - e• - _ __—-- e 13 e 1/4• 6. - - s 1.. 3 _. _ _ 1 ] 12 1/i' __ - -- a a 1/a• _ porn) _ _ __on 3R NDTTW ( ) W-O• t ! 1 •- J -_ } 3 _.. 13• _ _ 1J' (TOP) ___ ___ _ tl" � _ - _._ 13 13• 13• ,J' IS' a 1/r W (TOP) tT IS' tT ,' 7 a' ( ) -- 6 In• 9 ,/T a ,n• --- - a 1%1-- -- 6 I/2' (TOP) . -. __ —6 1�4• 12 1/2• _ a 1/a' (e0R•) I,5• 0' tD _ 2 .• �- 6 n• eis / RW) - - - / a /2 - r - - .._.. VOIn' _ 9,77-. t2• _ .i2�..-.. 4 N ). • SEE TABLE 01 FOR MAX.A.S.D. DESIGN LOADS t LAX. PANEL lENG1N4 WHEN SPACER 0 IS I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET B 1/4.0 TAPCON„ ANCHOR All 9` G.C. 1 too Cx" T'aIRF')1' C.0 CONickm tAacK ANG1011 • 12 1/2• oe. MAX. A.S.D. DESIGN PRESSURERATm (p.O.I.) MAXIMUM ANCHORS SWUNG FOR CO. . AS SHOWN ON SWEETS 6 At 7 APPLICABLEMAXIMUM /D k AT+'F OF Tip) pma LF* 1H (H,) TAPCON LAID SCREW PAdLMATE iEA1aLf D PANEIMATE PLUS WOOD miss Nfi 1 3 -' - IJ 1 r I] lr ] -._� • w IW tBOTROM) 3 - Ir ---. 1l e to s 1/2' a 1/2. 6 1/2• 6 1/2• DH» +16 -45 TO +7S -7a .- r - 7 1 _ n 1' ! -- 1 7 - -12 7 1,7' _ - e -'I-- ! - - -. , • ! 6 1/4- ___°_. e -- '_ .. 71. f] In• °' .. - _ a I 3 13 —6 ,/4- �.�. _ _ l -.. . J (aIDTT ,) TO-ONr LEIS (TIN) Jw (eoTlolp (TOP) 13• (eD1T0M ) IY n Ir u IJ ._ IY Ir 10• tW ) 1 r - _ 1 4- 0 / 1 _.._ N (6oTttA) e 1 • /7 _ 1 a /2 12 6 / 6 1 /a _ _ 6 n• t10p) 9 1/1' _ I2 7/1'. .- _ 6 1/4' (BOAT..) >S-0• TO - t• Fl_- a 1 2 B' -i Ar (eoRow)-- _ -- -- la: -- 1J' ---- U• . ____.__. 5 1/2' __-_. w (TIN) SEE TABLE #1 FOR MAX. A.S.O. DESIGN LOADS t kW. PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 21V ON SHEET 6 r TABLE /1 e A.S.O. DESIGN LOW NMAXUAII PANEL LENGT 40 PSF OR LESS 61-a. > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF W-ID• e MAX. PANEL LENGTHS ARE ONI VALID FOR INSTALLATIONS W/ PANEL IRATE EPAALE 10 OR PANEL MATE PLUS ANCHORS t W/ PL(�.1paW .4L1/2' O.C. INSTSLLATION DETAILS FOR LIFE SAFETY PANEL 6) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ptEP011RE0 )ANCHOR • 9 OC f C0 OeowcRcrc BLACK cDNCRETt BLOCS REDUMTO. 4. REpMNE1) I _L__ ' 1 ) 1 1 I 01 /��` 1 {i ml- 19. . I aRwA tt M i ot Qi°Iat T•.n H 'L' Mal. PAW) LENGTH --(-- - (WE nA WTON I I I I ON smw 12) I 1 I ! _j, L/2 `J 1 I I I / R�NEI IaVr- f - 1t2 REGULAR PANELS SEE ip9m Is k is IN ACHO15 TYPE a 7PADN0 rDR 6QOAlAIOW tlro R90D PASS ANAMlm. MINIMAL ANCHOR VI COM AW AWS" ON DWMM ARE 10"= C•I TORS SDOML rpt co an TWA $a "= ON soap= mma HONOR 16A00 By w M"m SPASM so" N eDeOUL.E By in F&ADWM FACTORS FOR THIS CPMMTKN TO K POftEM mucto sIM0MI0 OPPOSED upla FACOR 1MWL NOT ar us DMA AAII mm SPACING mocAfto MR EACH ANCHOR TwE N TORS 7°eT1W.E- �� T� 1/� I - 1 41 - wmm nap 6Nrle 90 3 ] DO:M !! 3 3 ] aIn W9Kr•f0 B Arias 9NR WNW OW EA919R 11/r _ �a 3 _,_. .____.A_. .._. _ -. POP -.- _. 1.W _-.--- _ I, - ': I =CAt+G 'BETE a M j CONCRETE SLOCI eE0U1RTD. 1/4.0 PANCLMATE Pant% yN Ld�7r1c��yANNA�CHHOOR�R (BEYOND) s-SAIL 1/Mf' r - �___ 1 E 1 1 -----' - - I 6 1 i 1 11 t 0 1 A. 'f,I.-- sY, eaTeOn-p 1 I I 1 1 1 i 1• MAX a• PANEL LENGTH (SCE ELEVATION ON SHEET 12) 11 L1 . - I I �,.::. I , I 1 I 6. ', I H 9`Y'N' t NMrT)OaM MAXIMUM A.S.D. DESIG RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACINO SCHEDULE f_QR REGULAR RM PANEL (1) INSrg"DONS INM CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU 5. ON SHEETS 4 t 5) Wq. A.S.D. PRESSURE formb MAXIMUM ANCHORS SPNCINO FOR MIN CO. PER 9OIEDNL BELOW Ill APPLICABLE TOMAna1UM k PANEL ILNDTN Ic � .) MAX. A.S.D. DESIGN PRESSURE (P� MAXIMUld ANCHORS SPACINO FOR MIN ED, PER SCHEDULE 60.OW TO =1DESIGN yywM�,, PAW ILNOTN v TAPCON SOUD-SET FDA" 0PWe 2AM1C-WIgJN 11 CALK -IN TAPCON SOLO -SET PM" 10P n� T/MAC-WMIN CALK -IN k b b in m To LION m b m b q 0 IDt LESS 1r a IY , J tr tr tr ,a• Ir s • , 3 u' e,_r OR tl5f . -45 To +e5, -•e ,r a tr Ir ,] 1r , Y Ir w , 3 Ir 11 1 n 1 1 S'-f OR LESS aY --. IY I]• ,Y 1s' U' 1S' 17• ... U' 13" t!' U' lr ._ 1 t60TToi9 __ 13' IJ• Ir ,1' "L .- Ir _ ,r TT Ix• El• 17• 11 1/7 , ) .___ 13. ...-_ 7Y tY U' - ,J' --- 17• ,]• -- 1]' .._..- i!" ._.,. IS' ....,_.. Ir 2 tTOpt 13, 13• ,J` .__..__...-..._ 13• I.r _- 7r 13' -.-__ ts, .._...- IY __.-.._ 13' jr ,1 I/2 2 (TIN) Ir ,]' t • Ir 3 13" U' ,3 lY Ir Is- ' J r IJ 2 MOTION ( ) 13 , _ r _ _ /J -1 Y 3_ } • J 1 tY tY __ ,3' ;-- 1 7 1, I _ 2 13• 73' /r 1 3 t]• r l• . , J 1' ! 1oon J I r -' 13 3 (10P) - 73' tr ,s' 1J' - -Ir 1- J _r IS' - L tY - U' 1! .6 t t t n Clap) J OP Clap) - - 7 1 n t 1 2 7 / 0 ,4'6iP / 21 /2 12tT / - II4'5t4• /_ / ! (eortow - _ a' - _ _ _ 1 a /Y , i •, 2 n -_ !• I 2 7• / ,4• / e• 6 1 / 4't t 9 /2 2 i •i n e' i 7 7 / - T 1 /Y - a - s• 1 / ! e t 4. / 0' 3 (NNTOM) _ a (W_ Y _ r 9' e' _/ a' r Y 6' - 0' s - - 7 r _. - !3• e' 7 f /2 1 0'oP) .. 13' - _. t ' e _ _ _. ,]• - ___. ,!" e _..__.. J __ - .. t• 3 e• -- I• 7 3• , Y 1• 3 s _ _ . - ] _- .. 1• 3 tr (eoTTOA1) _ .... a )TOP) • BOT1oM t I a .___ ,r , ] 13 - - _-. IS' t • 3 13' - e . _-- U' , • 7 13' e ;ja' -' _--_ _ IJ' , ] 1a sij: s .---_ . Y 1!' 13' i ,j: , 3 1 3 ,3' 6 1/. e t Y rr ,r _ - _...._ 1 ! 1 S 1 - r __ IJ" IJ 1 r _ - 1.1�.... t ] 13' _ a - • IS 1b , 3 6 1/i• - 1112 1 1 1 2 / tt 1 n 4 1/4. a (BOTiMG e S eoTTOH t ) e (TOP) 6 cuum-) 1!' 13• _ la' 73' , ' ] ,Y ] ! ] 1 3 r 1 a a 1/: 1 ' S Ir 1 1 13' IY _ . 1' S 1 J _ t s" / J f W O ) __ - i +n a 1/a' f _%� 6 1%i' Di/4• s .-) tY a• 13' 10 In lY T 13' 7• 7 t/T ! to ,3' 1 1n T (HOP) >e,_,, Tp 14 -4' 13• 6' tr N' U' • 1/2 tY a ,/2 9 ln' 6 ,n U' ! 1 t ,,._r TD 9'-1' Ir r Ir Ir 13' 9 t/2 tr • 1/2 10 1/2 7 1/2 _,7• r t (BOTTOM) IF- 7 In, ,r is, Is, -IQ- Ir 10' U• a' 1J• ai/2. 1 (BOTTOM) _ IS' -.IY 1J' _ a' r T 1Y -_.._ U. to t/2 _, 1J' ia• ,]' -r 9 1/T q' _ _ t3' ____ _..._._ • 1/T 7 In 10 1/2 a ,n -.... 7 to 7 1/T ,3• .__.._ ,3' U• a ,/r - 6 I - a ,/Y 2 (top) 1 (Tap) u• e• it _17•_ -I]-_ .0 1/2• 13• a ;/r 9 ,/r f ln• I.--_ _ .._D__ _ - III -. S tn' 2 (OP) --- I] , - ---- -. 13" ___._. la lx 1n __. 11- - ta' 1!' ,!' D 1/2 13; 1 In 10 t/7t -_ _. 7 1/T' - - 1]' 17 In _,Y 12 t/T ,s' a ,/4• _- 1a• a 1/a' 1T 2 1 _-.. 13• 6 t/{• . 6 tn• 6 1/4' a (f01')_ 3 (BUITOM) 1 (TOP) - t7 1/2 1T 1/ 6 ,%4' 6 1/4' 12 1/2" 6 11C - 6 1/.' f f/a• 3 (BOT1aM) 7' r B' a ,/7' -7'- 7 1/2• e• 4' . 1/2' 3' 6 1/7' 3' . (TOP) + (BOINM) V 1/7' q. J' _ - .e•- e -6' _ -. r .. a• 9• .' 4 1/i• 3 ,/2• 6 1n' ]• 6 - .- r -_ .._. r E _ e, _ _" ._ e - s 1n' - i ,/r __ __- f, _ q 1/r 7 T/r - a (BOTTOM) u - u _ Ir • t/Y ,r • 1h ,a +/x .___ 7 1/Y 7 Ir u'_ tT ___ s^ 6 In• ..�.._ s (TOP) _ S (aOTiOMI 1s _ a ,/r ,a' Y ] _ 1w _ r -_ 1O I. e' r3 a I/2 a parq /3' r q•- ._13' t3" q tn' ,,A• q 1/Y Out/2. tJ"_ q tn• tY 1!• .. ,J" ,0' Ir ,0_ 11' B' tB• a I/2' q (BEATEN) ti y_ -2: o /: Ir r fir" r 7 I/2 - a /2 ,r ,n^ a ITN) 13u 1- s - 1r la 1�" e n -u• a /T 1 /r a n w• a 1%T 6'(roa) 6 1/4• 4 1/4• 61%+' 8 1/4• 6 t/a' a 1/.' f (BOtT.») 1 - 9 1/l' 9 1 a' q Ida' 0 1 1• e l 1' 6 1 a' a ma ABET 11 MA AMON00% " 0.WVCIN0 100 MPAUATO G IWO MW MUS 911SJI1Net • M1M%W ANCHOR SPOO" AND r1MM COCA OWANCE AK INCATID ON INA SCHEDULE MR ED = TWO 410MM N 901TO M RIMU ANCHOR MINCING M MATWLYWO SMON0 SHOWN N SCHEMU In 7H9 MLWM FACTORS. FOR TWO O-1UMTlOA TO N POSSOLL REDIIC(D IMCNO UNINN EP VIM FACICII SWILL flat Re LESS TWA WON" SM000 V oCATE0 FOR EACH ANCHOR TYPE Minas smarou 1 ,p•R 1/a1 IH1 1pr0 t/41 t/41_ ANCHOR TYPB IAPC011 o61p-rTKft•+T &AMC -IMAM _ OYP.M IMIIMIIM ANCHOR WOCwO O-) T , I $ : n' E In M/rYIM"We w 3 3 1/i r 3 ! 1/r 7 IPAICBA.1 eDn a 3 In' 3 1W 31/1 , 1/r^ AMPS. M MOM FACTOR _.__.-S.�C�'_........ Aae - ._._ - - . __ - .__ ..-.. _.._._. - - . ,/r __. ail •A° . - - AID .. _.. __ ... ... r a•H a1r 'm - an 31 - I" top - Ip ,Do " SPALRR:S ONLY VALID )NINTH SPACER IS USED. SEE T I FOR MO. A.SO. DESIGN LOADS t L6AX PANEL WHEN SPACER USED. 'Y MAR. D.M., ZQ. , • ®OtQ4 - _-_._-_ __ ..-- - _ . ...._._.._ _...___ _.. __ O O O O O O O - - -- - -- �'__"-- -'--1- -1 ----j--- - I----r - --I --- , I I I 11 L1 ! I � --- --- - ---. --- . I f I I I ; 1 1 it nu$ e A.R.D. OF'IGII LOAD MAXIM PANEL L I1 m 40 PSF OR LESS v-6- > 40 PST TO 50 PSF 6'-2- > 50 PSF TO 60 PW 5'-IO' A MAX. PANEL. LENGTHS ARE VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS At W/% SPACER AT 12 1/2' O.C. _. ___-__--- .-...__.ANCHORS (SEE SECTIONS k ALTFA4ATNE'S ON SWEETS 13, 14• IS k15)... . .------ .- . _ -_- r*R-"/13, R-TA/". R-3At/14, R-11/13, R-n/13, R-JB/14. 3- MO' R-MAW/15, R-2AW/15. R-LAW/16. �R-1911/15. R-2NW/15, R-39W/I6. i" w+,,' - _ - --- -- - -I L/2 , I I/4'6-20AI' SS. BOLTS 6A� I 1 IV (USE Foil PANQ LlT4G7H : PANFj LENGTH � 1 I OVER r-a-) 1 : I'' REGULAR O PANEL , ''. REf:IAAAM pNlEl e'-a' O .40.0, -40.0 P,p.l. N P - (/ OVERLAP MID ANAL LE7aTN BO ___... ._._ _ A - _ _._- _ .. ______________.. " 11' PAN r 11FE SALONY Q -•e' • +a0 -a4A Au1. A p . aro ovosA► IAo PABEL Lo1GDI eat) I ' -, A i j A. USE 2'-9• MN. PN41 LOOM 1 4.0- 4 1' d . I A .,,�.• . , _ , _ �,.. AT ALL AIOLAIf11f5 S.S. BOLTS w - >ti AT AV�y Fa gVCbAP� i . � __ `_ ' e- E � , -- -- - ---.. - r ­ - - __ � , . I "L -] ' -- --- - - LL � , " - .- - I L/2 I - ____ . _ ._ --:.1._ _. _... __ _ - 1.. -t' . _.- _ ____:. ! - - - • --i - -_... - �" -- e T 4 ON 0 LSE SAFETY i - e PANEL BOTTOM CORNERS o D.M..Q' T _— _ _ _.__ I . ! 1 DI O WING NUT AT AP e _ _ wN1G NUT AT '"3' W1 LEFT PANEL MGM PANEL 3' � t NSTAIATONS ONLY VAUD FOR WIND 1• IML R-IA/13, R-TA/1s. R-3A/14, R-10/1a. R-21/13. R-38/14, I• MN.f SPEED UP TO 170 m.P.h. W-1AW/15, R-2AW/15, R-3AW/16. R-1BW/15• R-2NW/15, R-38W/16. ... _-_.___-___... ._.ANCHOR5 (SEE SECTIONS k ALTERNATIVES ON SHEETS 13. 14• IS k16) . - _.. ._.1/4' MAC OAP LIFE SAFETY STORM PANEL t li ELEVATION (t) r (� } 7.6f7 SCALE 1/1•.1< PANEL +; `•' STORM PANEL (MN. *A" -t wi°LE WEN '`'� ST Paw _7 i m"O.H. '. W%. CIIPF ____. �F____ _ _ _ .-rrF ••VC••✓ems - �1 = *; 8j LIFE WWI, PANEL 'a? * . * = "IDA BUILDING CODE Non Nigh VelocityNurr(eon0 mi=<LS : ..!D 1 : '��Q M"a'Am' INC. 24 CAGE OALVAXIM STEEL STORM PANEL DIME SECT ON �A s N S�G� �L E C O ED(L . �t PROTECTION PRODUCTS. LLC. On Um S.W al etepl y.3 Aa Na ., M Aw. IAtwI Mw WAIL FL SN14 SCALE 1/4`.1 • q,r .OHM An-IW . I!r . a, -Cm PItn1: (M•NN-M-C FAa bMMM m7 2G• + INSTALLATION DETAILS INTO 1, FOR FIFE SAFETY PANEL WOOD STRUCTURES in I,Ij,I WO000pp PETTIER !' HEADER "IICpAN[D ylgOD _.. HFi.OER �0pp NEAOFJI �'' `�1 RDOUINED ��. wfOLH0"' 'I' M'WIRED ', 11 I ON !. 4.0 TAPtxN ;= ""Y D.C. % t/.v ' TAPCON i , 4v TAPCN ;, 1 .1 o • D c. I, 11 µc NOR • r O.0 • P o.c. I( 'i1 ` 1. .. � i _ 20 1 1• I/2• ln• • ,n' M!S'_ -_.. zI Oft --- R '44 (� Ih' :II .. ,:, ; ''14*. ... .,., I 1 'h' / 4 '•.- ` wM t• 1 , 1 Mln. '; -II I I MIN, II 2 WL . '� 11 I I 1 O ,, I ICI Aw 1 � 1 1 E71671 a m I 1 ytLl�4Y-�Sp�n•� p ,r Yr� a Soon w E% 4 w W � D 1 1 ,,r. - C 11 _r/ f... A� Iaa r M DV6 �:._-.:-:_-. R a :1 ._ On HNt aVp pASf 'R I-. ' _i_ a OtaRR(0 I 1 IA6M bAr 7-a') 9 , , I e..-..-.. �ss6T1(q -✓ Y a oA M; 11 -;. qiR ION MIN FJIL4T1 olwsSBT�s I )STEIN) OAw Y•e7 N N I: I t I 1 i• 1 0= " ._- -. ''�'-T-. _.! r P EI LENGTH II 1 ._... -.. .. -_ -._ . _. 1' w- r1 - -y1 ,%: -..,11E '. PANEL ILaTN - LEN e q P._ ,.r,.-. I PANEL 1L16tN a ION SHEET j n _A .,L -. )(SEE E1,NATION y `-I '. - .: _:..._�f - i ' PANEL LFNcrN S r .._TL. (1tE ELEVAiON i (ori stn ,ij . .. _. e._ ,.. _;,,. -' I TON SWEET 12) ry I N , '0 am SHEET 12) N I II 9EPARA110H -' I O •--sEIMATN]N..-... - ) Y t Mn i �•/ �- TO Ou53. t ?:��__ ., I 3 i +• Wn ., ',_._. 1 q TO OUdS, 1 I 9 70 OASSS R-.--5[PNanON- p D---SVAMTIaN I -1 • 1 I a• I t� - ,� $ ('-•�-'i I L/2 N To CLASS. a O e• I � ­ ", /r �, ,n eV, I 6 ­��- --�- 'L I I I E(0 _ _ t. - I v LIOtO a a'e LL 11 11 PUTS 1 . 'J",j aR __ IXO M l - I _ I ,,I d ' _ 1/4.0 TMCON I _I "'. TMCAN ANCHOR • r OC ANCHOR t 9. 0C. STNMENEO W/ BRIO NTAGCERm W/ REQUIRED _V41 TAPCCI Yra' WOQQ j + ANCHOR • 9' O.0 PLATE 1 IIEWKE° i • 1J tgNaaC t/4v TArwN I I , 1; SAW - A,yCNON t D' O.C. Iw wood ; WOOD I'ouMEo 1. Touao .. RE i a - r -- �,j�� • RE TEB ew 0 L-�Ail!<L SCALE 310-1 A nul �,T. ISLJFE NEL ( 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS (p.E AND PANEL LENGTHS AS PER ELEVATION ON SHEET II a. FOR NEW W000 FRAME GONStRUCTtOt1: WOOD ........ !aN$ " `E % . . 44157 '- * * _ * q STATE - ry . p -- FLORIDA BUILDING CODE Mon High Velocl NMrrlcoHM Zone) s n1�0' 24 "Of GALVANIZED STEEL STORM PANEL o�'R .� »/n/tm6 �L o. GLABAL PROTECTION PRODUCTS. LU:. am .., 4eao Wif a1 Snm MEMBERS TO f>f SOUTHERN PINE No T, W/ SPECIFIC' DENSITY OF 0.65 OR EQUAL. F ... (ORID . �'Zd /.,... • r�...'iar•aLm ta.aop naps n A,r a,,.E. -11w• w m-aN n,oNo (NNNIer-Ter, a-oor7,• r R 3T;1t• 20-175 rAp IaT+Nw7ar ar ow r °•+•'•a'+• '< Ar. 11 + ,e "MIN rcer,. 6r is MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELMINSTALLATIONS INTO CONCRETE A: CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PA14EL(DINSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 t 5) MAX A.SA PRESSURE AIAIWIIM ANCHORS, lPACMO FOR MIN G0. PER Sdt01A[ BELOW APPl1CIRt k AIAIIMRN LDIOIN MA% A.S.D. PRESSURE ANKIINIY ANCHORS lAWa POR Mel EA. PER SCIEdAL BELOW ro E a k ANfTM W71g6a1 PNIEL IL TAPCOM SEND -SET P p A zmm-"AKA CALK-kl TAPCON SOLID-M LatAt-BASSI CNK-N 10 MAR 10 comoftvlok 0 THEM >••a. -e6 TO aa-Ia tr 11' ,r 1 J f 3 1]' ,r 1 r 1r I 2 1 3 1• 0 1 a0R IEse .m -7a I , • ] a' 1!' ,o, n 1]' e 1 n 1 S a 7 / 7t n S I 1J' A t n , ) a�. LLW _Or 13" it' Ir n 13* 'r. ]' _ 1'—S' I3' 13' 12• is. _ 10' '1 (BOTTD4) _ I }^01%2' Is- ,r _ Ir .a �J•., 6- 10•- 7 t/2• Ir 6• 1 (BOTTOM) 1 s 1� 3 ,1• , 1' + 1]' _,.� t , 3 1r. `u• /J• ...Tr ts• t 7 t'_ ] to 2�-- OO7 N 6 f• ! 10 2 / lJ / 2 t r 6 4 / / ! 3 /7 1J n M _ t3' i]' , ] I3• 1 - Y ts' 1 ' t i'' a 1 0 7 BOT10M ( ) 3 _ - ..r _ tJ'^.. tY 3 n ts' n n /T_ J _ / (BOFOM) IJ' 11' 13• IS' /S' 1r - IS' I r , ' 3 tY , ] 10 _ OOP)- IS• , -T U• IY J / tJ' D 7 / 0 7 _ / / 2 t3' 6' (LW) ___ - 12 t/2 12 t/2 a ,/a• 6 1/4. 12 In•+2 1/2 - 6 1/4- •-1/s' ](BOTTOM) - - 2 1/2.12 1/S s Ijl• a ,/4• 2 Ilr 6 1/4' - - 6 ,/+' 6 1//' J (BOTTOM) 9 e"LL t ] 1 3 13 _ a• _- tI , t' it' - 9 a' - i; 13 , Y ,3 C is - 1 ' _ 7 I!^ A. - a t 3 IJ'1 13• •ter 6• , 3 Y _ IJ_ Y 6 1 ] -- t] 1] s _ 11 12• ,Y -- e . N ._ , ] . t J . 1/2• _.--_ , ° o* 10• I.S 10' s ij+• 4 (TOP) t1 .-- (1W) BOR-1�• ( OM) 6 HIDE') _ a .») 7 - -? - 17 - 3• __.._..._ / - . 7'-,] e i • /2 3 5 1/2• 3 7• e• 3 3 t/r - 9 a• --- r IS --- 4 -..-._ 9 a 1/2 ._ 4 . / . I 0 3 a I/Y - -- IJ - 2 1/2. - 6 6' . 1%'A' a 1/+• 4 (TIN) ---- + gOrr-M ( _) (1'OP ) 6 Bai3Ow ( ) (TOP) - a RImT». _e-_ 6 1] _ - 1 3 Is- i +%.= 1] 1] IS I' 3 1C IIT IS I]' , • 2 1 •0 t/2' e / r IJ• /S" e i%r • 1 T / a 1/T a , 4' 1 D 1 n 7 1 n ,] t3 s ,/a• Is- S' t! - 7 t%1' .- b 1/2• _-., _ _I] - 6 I/.• s ,,%4• a 1 +' a t,%.• _ - - _-- -- a ,/r a Vr a , .- 1r 7 , n Ir is. Ir IT Ir to" 11' A. 1r 6 , : / 1 ",_e• TO e-01 r 3to, ,]e , 7eI rTo 7 , a 1/T 13- . , 2tJ' >6•-r Tp r_a. _ IJ' --__ IJ• 7 1/Y 1]' 1Y _ t3' fo t/7 ,J• 10 I/2 Tt 1/Y 6• t]• Y I (wtiw) a In_ S' „ W ,3' 13• 10 1/7 IS• U• 1• • 1%7P 1J' _ _.1]• 9• • 1%Y IQ' 7 1/2• 7 In• ! ,n' ,Y IS• 6' 4 1/2' 1-(1aTtow) 2 (TOM 7 }n• 7 1/2' Ir tS' 1T lY to•_...1�'... 10' 11' 6• ,J• 6 In• 7 (HOP) _ .Is fa' -0 t/1 ,J' ,D f%2 ,� I/Y _. _. ____ tr r 2 tBOT/0M) ,-_ r u... 13 tT • 1/2' 73• _. a 1/2' o ,/Y _.. 7 ,/2' _ __ IJ• _1J• 6 t/r2 6_ (BOTTOM--'- a (TOPS 7 In' --- 17• Is '_-_. 13' 10 1/L ._. 13' ._ 10 t/7 11 In _sue:-- 6• -. 13, _.__ r _. 3 (TOP) _--..- 7' 1r _ t1' 1r 9 ,n• 13' • I/2' 10 1/r 7 t/Y 1]' - _-- 2 1/2'12 1/2 6 1/4• 9 I/4• _ 2 1 6 1/4' - - 6 1/1• a ,/.' J (BOTTOM) 2 ln•72 t/2 a 1%+• a t/4- 12 1/2 6 1/4' - 6 1/4' 6 ,/4' s(N ROM) r 4_._,.. - e- ---- e 1/Y a 1/2 -_ T ._ e• ! i/7• - q• r 4• - 4-,-- e t/r• -- - .-.71 - 4 (Sant)-13' ,h• ! 1/T i• 6' 7 rn• .' e' ii/2" a ..- 3 ,/2• 7' _.._ . Y -- _- T 4 QW) 1 (aotTOM) 6 (T'OP) S (BORON) _W_ d' - q' .... -- - _ q'1J' --- e' -_ 10 1/2 e' 73• -_-- - 10 1n 9• ,T I/2 --_ - M-I3'� r 61 T s 13' 13' ,Y tJ' .._ IS' 1r --. /]' - Ir _ 9'- _ a t/2' a 1/2• 13, 1J' ' Is• I - .. 9 I/2. ! 1/2• 1a' 10 ,h- i t/r 7 1/rU' 7 I/7• 5 In' N_- it 4' _.-.3' 6"- 4 1/2.e iop) _ q' 13• 1a I/. ,7• IO 1/2 1 t/2' e" IS• T' _ 3' U' tJ• t0 1/2 t7• -. ,0 ,/2 t, 1/ a� 13' r a (TIN) t/i' •, :• s+ +-a 1/r 6 1/r ei/4• 6 (Bolt.•• e 1/a• 6 //4'is I, , e 1 r a 1/4- e t v 9 Bon• as S11 MR ANON°ITMTa VIC" no 651144ATIOIt MHIO am m VAUW e. TEIN • W"N ANCHOR 9%&M 40 1tMXM Ma MW= AIN LAWATO N VMS VC -ORAL TOR SO. Lni TIM RpIaTE• N SDIMLU IKDIAt AM04M 1PACA.6 Of 6KL?ft O YAC9O SHORN OR SCHICAU eY Tic fOLtOMM FAemRs Tar DO OPEPAW N To K PasMeIL AmVC1D SPACING COMING) Law FACTOR SHALL Nor IS Ins THAN mmum viv-410 am= to FAN ANCHOR "" N n•A S°c91AE ANONCIR T,� ,p1 "PC" tp1 - -- mm;C , 41 _- ..... f/41 _. AM.lMTA �a1 _ . _ sllr . _._ .._._. wa-w men"ANCHOR ,IPAt]IW 00 3 3 , 3 2 ,/r 2112 mumumem OJ s 3 t/Y 3• 3 a ,/r I IIcrANla•DS im, 2 ...3 1n' a "r 3 1n 3 in' AC'R61L B)OL 6f69Rt I In' _ _. am ._.sat _ _ _ _ _ _ t ,n• -.. e3o - = ._. 600 3• aq a.fe -..- I'm-.-. a , 'Ir - ,.m 1. - ,AO - SPA(3N05 ONLY VAUp WHEN SPACER IS USED. SEE 1 FOR MAX. AS.D. DESK)N LOADS t MAX. PANEL W)EN SPACER IS l)SLU. � 1/4•6 IAPCpN _. _ ANCHOR 0 9' O.C. 1- E.D • IT CLASS o. It, .a a R a a -:.J. oat F .s7 jvm& a A.&O. DEBATE) LOAD MAXIM 40 PSF OR LESS 61-1. > 40 PSF TO 50 PSF W-2• > 50 PSF TO 60 PSF IL W-10• e MIL. PANEL LENGTHS ARE ONJZ VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS t ill/ SPACER AT 12 1/2' O.C. INSTALLATION DETAILS INTO POURED CONCRETE 1/4.0 TMCCN_ .. IRINQ POURED ANCHOR • 9• D.C. RE7[ QR FOR LIFE SAFETY PANEL CI) STRUCTURES OR CONCRETE BLOCK 1/4'0 TAPCON_ --- ANCHOR O 9' O.C.CONCRETE E%ISTNq POURED w ,Y/ .'' .'/, CONCRETE BLOCK R[OVWED. ];, •-'CONCRETEBlOCa REDLINED, 1 'L o. M. PANEL LLNOTH ISLE. ELEVATION ON sNc" 12) I LT 1 1ED• 1 1 ®1. 4_� I •aVr� OD + I 3/4 ... I .......1 I 1. ANCHOR 0 9. O.C, EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. - I t" MAx. 6` PANEL LEYCTN n sls 1:I.OM oh Isi1LEt 12 ON ) ... I �,. GD• r I I ' _, / _ � A f I s u w lae', I M. . 1' T .1---..-1 ,::,' -... I/4.0 TAPCON(A) ANCHOR 0 B• O.C. [[ CONCRETE OR . .COAICRE,I BLDCtG REQUIRED. rE mom is t to NOR AIA101M Maul TIME -- I(41 TYPE a SPACING FOR NotAMATad IAtD UPON WOOD FIMME AVAO"W MINAWM ANCHOR r1AC0N05 APM wwAM NOMA mom vmw py a pA3 I.00A4 dO i 3,aNAmMNIwD*-- SCHFDULL IN OR SC ORAL REDUCE ANCHORWRONG Amn 930E mumor kniRWIaR 9Y MIAnPLYIa S H DNo )).GOWN N SCHEDULE 6, TIC fvAvam rAC10R6 In _-_. ar . . MR THIS army" To 9T POSRMI RLDIICED SPSPACINGOMNO VPQ IADT°t 7NIML tat RE LW 11MN ....�a /2" _._.... 0.1t .-.. MaWAM SIAC40 NMICtrtO "A EACH ANCHOR TYPE N "a SOWwmr_ r ...... _ .- _-._.._._._.._ Om 4 1 • Min r- SEPARATION N TO GNAW, e E.O.- 1/4'0 TOCON,-_ -.. _ ISnNC Pg1RCD IE OR ' IDLx ANCHOR a' O.C.Ll"',"�� - wUl ____ 1 ,: _.-._.-......_. _., I . I I I I 1 r\ (♦ 1J) 1 _ .7.... 1 IYtaI• E7tIS11I '�1 p3s_ _ - CLASS A a wal.lr J '- �q� -n I i L MAX.AMAX.p ANEI LENGTH I .. ..... ��._._ i ELEVATION EILMSN)N I 1 ON SHEET 121 E.D • I 1 1 J Y 1 � I \ s J H I E..D.• % 1 r ' 1 _..A. I L EDT tE 4 r San'`'• ' a 17 1 0.0 'I. Inv TRPCON ANCHOR • 9' O.C. EASTINC POURED CONCRETE OR _-CONCRETE BLOCK REQUIRED. mtmillas NIIIININ.. � 3/8.t• ERA. tm I 1 1 1 .,_ t / 3a - - - is TIa o 'i_ - %, AaOa7.lI I i 1 1 MAX 1. IF PANEL LENGTH 1 SEE ELEVATION I ON 12 fa4aT ) , i 1 .A _ i l,.) i I e 1 1I -( EQ, l_ _.1/4Y LE Ni HI Oil w OC )/4.0 IAPCON ANCHOR R a' aC ODS m POURED CONCRETE OR CONCRETE BLOCK REQUIRED, INSTAURATION DETAILS INTO WOOD i, ._- RODp .._ ...-'VAt(LOWN R FOR LIFE SAEETY PANEL STRUCTURES (1) ._._ d: .. _ -- t ' .._ �� Lm 1VOID !/4v TAPf,0111. ! 'I I ! t! ANCgR t D• Or- C ;"An r ? • 9OC r Il a i 1/2• 11/4. t/2- ,I/S. 1 / A 1 1 " 1 l�� 0 L 1 I 1 mmS�a Eat• i A San e r �/ Y j' G n .. I _. �. OA[ IOIt trap tA1aN GAIN 7-r7 FY6T, I GAGS e. /' I i )• MAY. n 1 , PAIAEL LENGTH ELEVATION LL _ _. e Mm -- ._. _ :� e• PANG LENGTH - . -... (SEE ELE07ION �,. -__ f:._- ...._ ,. _ ON SHE" 11 -11 H -._. ..I ON SHEET 12) 1 U i 1 I 1. 1Nn 1 i a t ..�� -._.. ___ I III . jn ••-swARAtnN - n To atwu. U , ,� o--9EVAunoN a) , R EO i .Mvr OC ...- I .WHAT« D , t I 2'r4' WOW- . _ I I INA )[DOTE •. PLATE REaRRID PAWLWTE PLUS '', „I PLATE wE0lM1ED ` I - .. 1/4-0 PAIEI.MATE PLUS _- ...1/4'0 i.1 .. ANCHOR O 12 1/2- 04 , L. I _ .i __ ANCHOR ANCHOR R t2 1/2. O.0 ,.. i�L•Oaif7tO�i.Ol7Y.� WALL UQU WALE 3/Sol-'* I...... III,NI 1�..A;7..If 9 $: uGEN . ., tl0IE3: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (P.•.(} AND PANEL .4416r TA. . * STATE ,: ty4 - _,.... �Ori;• ,"(OR -----"'3CASE; FLORIDA BUILDING CODE Non Mt h VelocityNMrrkons Zone e3mo A,Tnp, we 24 GAGE GALVANIZED STEEL STORM PANEL P3 -w.-�-�, �N b O 11 L 1 E C O L PROTECTION PRODUCTS, U.C.LCa,<: LENGTHS AS PER ELEVATION ON SHEET i2 S/ONAI. �'� Ere gI 2. FOR NEW WOOD FRAME CONSTRUCTION : WOOD / /�.�2.c� ANIIMMIM4/M as r s A Arw M•C p 3361 31gO rA to 20-175 MEMBERS 70 BE SOUTHERN PINE No 2. W/ SPECIFIC DENSI7Y OF 0.55 OR EQUAL l rr. !°l/SKPMTIAWjO4W Pw tnNw - m-1m Naha taWMr-7ew. OU)MM a-emarle - e. A 11Wf A.., rt ,w MMMa N. aatl ,1 P u .q--0 N N .= (n N —Cu O N U (1)Q CL C O O C - 7m Cuz0a- --I-, M (15 C' 0 O C O 0" o O ^' W 3 w C O .,. •+-' Cu t� 16 p CCf > hh C N v, L Vi .*-aV/ E,,C� 1 CIO _0 ,.0_ .- -Cu r// a C"E3 N " ... > I" o Q 5 cm I i L D_ tp - fD E-3 •m C`4 -v LL N C o- G V V O _=aI v, Ao tv Y i- ( i cu O L M_ U 0 0- C� a W SHEET NO. SH 1.4 -*EZI/18. EZIW/IB ANCHORS --(SEE SECTION Car A MIEPINATIVE 1EZIW ON SHEEP is) )(SEE NOTE 2) 0.4 1 OW(saE 2) 491' SjV.-0 At UM,"UW Orr 3118 POP W40 LAST PANELQ to SEE INSTALLED AT EACH OPENING SHALL ALWAYS Of �71 _T I P"rDED W/ REAR HANDLE TO FACILITATE wsTALLA'noN IF WENDED 10 BE INSTALLED FROM INSIDE OF STRUCTURE T A, PON NOTES 51aft I I T or 'L' (1) C4(LfjS E-Z H00,10 STORM PANEL ".TEIA )NW I C.N a (END PANEI� 1 �Iri RiP'TIANIL) I '�INTERIOR PANEL) (INTERIOR PANEL) (END PANEL) PANEL + C-t TRACKS TOP & BOTTOM SEE. NOTES 7. 3. 4 1 SEE NOTES W. 3. A (2), END PANELS SHALL ALWAYS BE CONNIECTED 70 BOTTOM IWR I a'-ft, OTHERWISE A STOP RAR(rSHALL BE PROVIDED At lot' Of SUCH PAN "u" T,, PANELS U. UfNG _47 a 400 p.1 To (3) IF END PANELS ARE CONNECTED TO &OrTOM TRAM, CONNECTION . SHALL CONTST Of 1/4" --20.3/4' %US W/ 7/8*0.3/32* WING NUT OR1/4"00/4' MIn THUMBSCREW INTO TAPPED BOTIOM 4 S. BOLTS W a FA OVDUM MACK LOCATIO OF FASTENERS MAY BE AT EITHER OF TWO I'LL APPI r-AMZ) EXTERIOR I"LAT �rLANCES OF END PANEL I L • of (4) IN CASE THAT END PANELS ARE N07 CONSECTFO 70 BOTTOM TRACK 6 p. A S70P BAR IS ONLY USED AT TOP) AT I EAST TWO PANELS SMALL BE CONNECTED TOBOT70M TREK USING SPECS INDICATED ON NOTE. IN SUCH CASE, `CONNECTION OF J _J_ LL J -i-L.L. J-1.1 1. L JJ I.L. 1. _J_J_ L1 _J_J1 1 j _j_ L. L -1-i L'�J_J_l LOT -1 -1- PANELS TO BOTTOM OCCUR AT ANY PANEL LOCATION 3- Sit NOTE 4 I-lid/t INSTALLATIONS ONLY VALID FOR 0040 OIL 3 "C"Ops SPEED UP TO 170 -Ph. NET ?;FCVC`N 1121 ALIFRWIVE E211V 04 SkCC7 15) EZI/18, EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANELSYSTEM SCAIF: 3/32'-1" 2.fia7,("k mERAIR I/.- -1 %612; ILWI) 7 77�17 7 \ 7"1 77'7-i/ VAX. r SECTION A -A ATx • FLORIDA BUILDING CODE (Ron High Velocity Hur "ify Hurricane zo") nklim IHC 24 GAGE OALVAHM STEEL STORM PANEL .44167 Ft SIATED 11LIE C 0 let 6LO8AL PROTECTION rT UM PRODUCTS, LLC. 10"t PLO 20-175 ......... ,43 Ire"q f,;,U. n A4 , K­_ N,.00,41101% I nopmE ENGINEERING EMOINEERING EXPREBB* PRODUCT EVALUATION REPORT September 15. 2020 Appikshour Nurrill 17169.1 - R2 EX Project Number. 20,31543 Product folisnuladureor AN Amoncim Shutters and 08so MorniftecturairAddross: 1540 Dome Rood Valet Pean Beach, FL 33409 Product Name & Dnopftn" 24ga Galvanized Steel Stooffn Panels Large folloWle Impact Resistant Scope of Evaluation: This Product Evaluation Roptad is being Issued In accordance with the requirements of the FW48 Department of Busman and Professional Reguhittion (florlds Building Corivrissuon) Rub Chapter 61G20-3-005, F A,C,. for statewide acceptance per Method 1(d) The product noted above has been tested and/or evaluated a summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose Intended, at least equivalent to that required by the Code RO-evaluation of this product shelf be required following porboant Florida &A#dWQ Code modlicillons of revwbm. Substantiating Data: . PRODUCT EVALLIATIOIN DOCLMEhrrS EX drawing 020-31643 litaill '24ga Golverazod Steel Storm Panels (HVHZ & Non-HVHZ)', shosits 1-5, prepared by Engineering Express, signed & seated by Frank Berinsida. P.E. al an integral part of on Evaluation Report. - TEST 11111POOM Untform shotic structural performance has been tested in accordance with TAB 202 test standards par tot raporl(s) OBT.A$G-11-001 by BlackwateF Testing, Inc. Large IT"* impact resistance and cyclic loading performance has been tasted In accordance wfth TAS 201 Rod TAB 203 lost standards par lost roport() SOT-ASG. 17-001 by Bia&wato4 Testing. Otte. . STRUCTURAL CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparvilthis ardior rational snalym to quality the folio" deep cdhaft 1. Maximurn Allowable Spent 2 Minimum Allowable Spam 3 Wimurn Glass Separation 4. Anchor Spacing 160 SW 12'" AVENUE SPITE 106, DEERFIELD BEACH, FLORIDA 33442 (9S4) 154-0 660 1 (866) 396-9999 TtAP10E"aLNI;iiRiNGExPRrss.coo E%GINF1AINGEXVR16S.CO0X to ENGINEERING Page 2 of 2 All American Shuttvm and Glaw - 24gs Galvanized Steel Storm Panels No 33% Increase In *11owable stress has been Used in the design of this product. Separation from glazing is not required for installations outside of wind zone 4 and Grosental fwftes Impact Resistance. Large Impact Resistance has been demanstrelod Me evidenced in previously bled host teport(a). sod Is accounted log In the engineering design of this product Whitt Load Resistance This product has been designed to resist wind Wits as indicated in the span schodu*is) on fin "opwOve Product Evaluation Document 0 a. engin"Ang dra") Installation This product shell be In tatted In oinks compliance with its respecinit Product Eviguallon Document if a onginewling drawing), a" with all componsirls noted therein. Product components shall be of the material ")kited In that product's respective Product Evaluation Document (i.e. ratigimesting drawing). Limitations & Conditions of Use: Use of this product shag be In strict accordance with the respective Product Evaluation Document O.Er engineering draw") as rioted herein All supporting host structures sing be designed to revolt all superimposed loads and shag be of a material flided I this producre respective anchor schedule. How structure condfions; which are not accounted 101 in the ='& respective anchor schedule shall be designed for on a elte-specific basis by a registered proftealonof 00IOWNHEN. All components which are pormimardly analsled shall be protected against corrosion, coataT171nadon, and other such domage, at all 11mas. This product has been designed for use Within and outside the HOT Velocity Hurricane Zone (HVHZ). lit"Pecullully. X.41 Frank Bernardo. PE ExcoNEERinia EOREse 6PF,0046149 I Cen Auth 988.' 1 160 SW 12'" AVENVOL SUITE 106, DrIPPIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAm0ENGiNvtRiriGEXPRESS.00M ENGjNt1AiNc1!xoRi%s.co;N INSTALLATION DETAILS FOR INTO POURED CONCRETE. CONCRETE SERIES 2000 E-Z HANG BLOCK AND WOOD STORM PANEL STRUCTURES rl) 00 CONCAM w-DCX 1/4"d TAPOON ANCHOR 0 12' OC. ftEoumo 1/4-0 IAPCoN 1140" HEX WAD TEX FROM "Doo IFIM H" TOK 4' ANCHOR 0 it, Oc SCREW 4(6 EM OF W .W. Vd. - ED" OF AD 2' 01= L _j I" MM, 10 CLASS ALUMINUM POP TO POP RAFT GLASS 10 FEW It PANEL LLWGIH VAX I PANEL LENGTH TO 0"� -01 I' Min. MIT 1--SEPARATION TO 1/4'0-20.2* 30 11L. 1 Box OF I CLASS "I liamumescRe-W n, ED C7 ) 1/2 l 1 1124*11. IAPCON ANCHOR 12 O.C. 1/6-0 TAPCON ON ANCHOR 0 12- O.C1 271- W000 PLXII cowam BLOCK REOU*M REWIRED WALL mougnma SECTION F7 I SCALE 3/8-1- AWft SCALE 3/8-1' yyM/It E MIN. PANEL LEN47H 1. INSTALLATION ARE ONLY VALID FOR MAX. A.&D. DESIGN SHALL BE 2.-6' - 40.0 pe.f. AND PRESSURE RATINC; +/ e'-o* MAX I PANEL LENGTH 0.44 STATE 0 FLORIDA BUILDING CODE (Won High Velocity Hurricane Zone)l "M PC. 1.0 24 GAGE GALVAWEO STEEL STORY PANEL G000, 0, PROTECTION PRODUCTS. U.C. IL ECOis, GLOW PROTE 2. FOR NEW WORD FRAME CONSTRUCTION: WOOD . . . . . . . . . I WSW %I now Will IL 3331. OAEMOM TO BE SOUTHERN PINE No 2. W1 SPECIFIC . THIN PHIMIL F. 20-175 DENSITY OF 0.55 OR EOUAL.rrNunlN1- a-aawlwIAMPX* _J­f - I . Ulm @ or to IALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ WIDTH UNLIMITED (PERA TO PANEL SPAN) TOP MOUNT (COMN_ TYPE AS REQ'D) swrIONS OPITONA01--20 STITCH BOLTS WITH WASMICUP WINONUTSFASTENED OVERLAPS 0 MIMPAN1. APPROPRIATE SPUN TABLE) PLAN View V BOTTOM Mcxmir (CONN a"*\ REDID) MAY " AT I &BOTTOM TYPICAL VERTICAL MOUNT ELEVATION x'T & ELEVATTON M REQO) BOTTOM r*CUMF (COMA TY AS ALI (LOCATION MAY VARY ICONN TYPE BCn11M MOUNT (CONIN-1 U"ax (SPAN BELOW TYPE AS REQ-0) OPISTILUCTION) LJS MAY Be NOTCHED AS REQUIRED, OPTIONAL S7ITCM BOLTS IN WASHERED KOVI D CONNec7lor's AND NOHOqTjrWjED WHjCH%ATjSFy 7 WING NUTS FASTENED 0 -.11", SPARS 01 111=1111115VA� t, 11), VERTICAL MOUNT ELEVATION P\ (NOTCHED PANELS) \.L/ N.I.S. ELEVATION MAXIMUM ALLOWABLE DESIGN PRESSURES: AS -NOTMIN DESIGN DESIGN NOTES' I SCHEDULE$ POSITLVe AN TIVE DEW t r1 e VIA Nr 19 P FOR 0 Wl T 19 SYSTEM SHALL B ET I ED ER MNS Te NGINACCO WWITHTHI! 4 E!� M H ' ISTUCIOPI ER 1609 OF THE CIA SUIL NG CODE SHALL BE UESSTHAN OR TO THE POSITIVE OIL NEGATIVE DESIGN P&NZ CAPACITY VALUES LISTED HEREIN FOR ANY ASSEM110 AS SHOWN. GENERAL NOTES: VISIT ECAL.0.10f81l14B fees Mei ail I jKT=_Vff_ZF__"1 2 0 4. 4:4 9901 2 2 t, ING' 12 0.12V 14, TYP L WID' Ole T-u, 1.75 old* 250, 2,000, - 2,0W, &MAIL OkEMAW"_ 3, MO" MAX .3 0 313" 0 -1.3L Sic 1365* Ito. M50C)"PANEL COVERAGE D.L?r S" ...r, 007:, 14AF75' FAMILLMOTH- Loa F SlY. MTTT DMKTW 0.51" Glow" c 4-s or TYP .81 rufln-,yy I- TRACK um 370" 09" a 60; , 0 ac" D94. Trf F�� ­7 yi- �_-J ___. 111711" c "0" 0 .190" 0 -CK f r IT In Div $ ERLAP 2V MAX.GiTMiC "a 4" MAX. A CaffillagalKMOL 1-/ O.lw'J'N �.­-. - x Halm F /F MAIL. LU BUILD -OUT ONCE LOW C 1"1.91, A A- A MAX 2s, MAX 6 MIN . - " '.. - 0, 1II e 3.500" V VA 4" MAX. MIN ow to 1. 1 1 Wk" MMIL FMIIIID 0 MOUNT CLOGURIF MAIL I CD a) Cn -Cu O -10 wQ) Cc Da-. 0a 2 cid -0 0- Cn a CIO 0 - CU CO a 0 " 00 CU = C) 0 -6­0 CU i.L Ii,_ 0 CU > .w cn -0 CD W E 0 .6-d "0 10- 40 CU/ C) 0- Z Z W J M C72 C114111 Ck.- CL, rj ,MCC > uj vo C..1 L4 .- M CM 46 C14 (6 _< C= C14 CU, GI .r1 13 GO _r_1 Iv am E Ca HIM. &-mv, AN. 159% 7, ALLOWABLE SPAN SCHEDULE C, ANCHOR SPACING SCHEDULE, 24 GAUGE PANELS, PANEL FASTENEW 0 12 V 0 C ITT. TC Is MOUNT I dip 11 2.1111 War DUTANCE 214- MM bft'rAPiCE Q SIN l, SN ALLOWABLE PANEL SPAN & GLASS -6-0 LL T. 1� MAR Dcmu arm up To v-61 sPARL-1 la,W -to M w-w PAR otma 72 PARBomw cents TVIP E SEPARATION SCHEDULE: it* or, for, I Zr 2,r 27 22' 2,r 1 0" lr 2:r 26' Or cl CA Cl cz C4 11"Ream"OR ­ , (1) tr cr zr 2r 2 or, 2r 2r 71,0`1 fftpl CL a Cal t4 cl ti ca c4 cl el a 3126'.1.311rNm r., jo.87 i r, o.s" 12.11, mt 4'.2'EKUO mr, _ALT = 7 :511r; Z r I L 1,,t 24 GAUGE PANELS 564 mWoo, Or tr etuff k1-1 21 11-r Or le Ir _w DEW 4)... r it,, 31. IF fij; RIF it-1G,04. ad, I&C. or 44 �4 14.0" 0.2" 5.5' 1112.9- 116.0* al" $.S" Mv, A'* "'I':: I'1', l': '4 14 12.S' 116.0' 1 4 AE - ,1 1,215" 417" 5.4 le.w.1111" ?a 12 1' X.V' 147- ("IL1,10101"DroNE41 ESS!"Ai r idg, s,r ox jLL JiL 2.fG.OJ_ 12.r 16.01 11.5 - MAXIMUM 4- i-3 12.5" A44� ILIT' 12 -14, 1 ur cNIAX. 33 12. r. To, NO, 12.3" 141,311 iP.It I "I GR■ EATER 1 4-1. 44 IFF 1. LI S'. ItLo" -11.+.' - I* I A w000 Ittaw 41 Mo. A.d. 14.3. ir b.:: SPAN it tTH.) I'MAKWAIRYVIGRACK 10400130-011101/tGRAQ!, -kw- si ear 36 -2 7 1-7, T M 1LE 1r, a. =jH±j -..dC Go LES. 14.6. IN la-T* Wall 11141, 3.11" 12,V, ol". ALLDWAMU INMALIATKNOMS 4"SIAUATION$ -x 12 U 51' lacy' 11.1 it Y, %6 oll 1.61, 38 3 1 a 4 ljosl. 606. l Ia.. D- Ilt'r, 1-o' 9,61' 11.5" ICO" 9.6" 12 51' Is& %V Lj Ir -.5" 24-c"aE o's., 12.#" Ica - A 33 E2.5, W, %&o* la.v. w.d. lj�T- lz.s-- 36.0- lox'sggggg CIO 12 lie. 1-3/4 \0 U3 f3l, 6a6.. 2161. Mtt 7. LID 3" is C aS, 1- 1-1. .0m.. ­1 41 12 Ti R L311 to a, its, 16.1)" 32 TAP Na -cRw 41 O.F, A.&I LIL 12.5, ISO' s.2" 32.7, RIF,: mt' 2' 48 12.5 11'al 31OW, 13 12 3" 51' to a, 1. > 4, * 49 Lao 01 11, fAs 6oG 16 1,, 14.4" - - - d - - 0 _T III .11MIAI 14,& ILVI %I.T .41 L2 I L 4§ ONE 1. AD 12.w* 14.1311 12 r, 15.13 13� -iAlld .1 so keol, 646. 16. ?a 121r, 41,011 Q11,11 6m 3) LL1, I 042" ke 1) ­4 IKIINT- ­01TIOW., MON f­� I - weep DIFTAIL Laos. 6u@. jsw TS 1. -1 __ - ­­ .- ." 1. _. "'l. 41 oil & OKI 2 51 "' - --- _t I HIk• �N . H14t-11 011W, Oft 0 1 THE Qn111� PGTTI� ­.- H1. 44 2w IS, Ilk a. -I 4 49 Ut 5. 6,25" 11 6.2r 7.14, t.. ­11 1. ­`,Q IN _M T­- 14, &2r, it fo 59$tn 3641. Gill. ALL 124� AIX gle I W 14 Ax.yl Ic9l, 311.1r, 31.r. 12 Tar lif-114. - 1 1. 1 - __� 6 W e 2.9" OEM DISTANCE I 1WVOo I&S"Malwoura I=PN •2 _%B 1. or le I k Ll�l X� _c / w}CA Z - 31jr � 4 s< Nil ANCHOR NOTES; omm�-T-. hru It., 48 I ANCHOR SCHEDULE APPLIES MALL PRODUCTS, k;cHF FIED HERM, BUT ONLY PROVIDES C.V 13 14 1 SPAN SCHEDULE NOTES: MAXIMUM ALLOWABLE ANCHOR SFACIM, MAXIMUM ALLOWABLE SPANS AND FFUEUVRES INDICATED 1. ENTER SPAN SCHEDULES WITH NEGATIVE 4 tz's. L3. r IN GPM SCHEDULE SMALL APPLY, 2 6NIfKANGID9 SMIMOULE BASIDON PANEL FASTENER SPACING, IKE EXISTING STRUCTURE DETEMMINE MAXIMUM ALLOWABLE STORM PANELNEGATIVE �DWGN 31� MIGN LOAD 6 PANEL FASTIRIER SPACING TO L 40 &2!r MMO. �, 9 - t I I V MATERIAL, BAN TYPE, Sel-ta O&MIGN LOAD GREATER THAN OR EQUAL TO OR. SPAN. ONE., R AND SELECT SPAN GIOT Ell THAN OR EQUAL TO SM LIET fit SPANI.SJURCT U.1 iCHEME IS ACCEPTABLE FOR USE WITH fi! 6.25" ON Uj CONNECT! IV" BASED ON MOUNTING CONDITION (SEE MOUNTING DEETAUSCIN POSITIVE LOADS LESS THAN OR EQUAL TO pAm. Z I WIND Irve =,Ci Cl. it NEGATIVE DESIGN LOADS. L. 1-1 < 1 01. 1. -1/w ~­ I C I V1 Woewkl 00,10tt SW IL& TAPCDN 41 241,&' 6.0' JIM* - 4,1" 4d� 6AS" 10.7- 4.3" 41.0-� 1 'PAWL 2- 'PAWL FASYENERS' ARESTUDS USED IN = ".I. X .1. 'Im I'.. &zsl* 14.11 411." &23* 1107" 47" 4.0' STUDS USED TN ODWUN4TlON WITH AIL MODNTiNG EXTRU510P8 v- C 1".. 1, �T'� lP_ 4o Go' ("r-TRACK,STUDInD ANGLE, EM CONJUNCTION WITH ALL MOUNTING EXTRUSIONS US 6L2j.00 PANEL FASnNEFtSPAaNGlAALLrVALUrLSFC)4 USE 6 2S- so 4,6- 6,25" 14.7" - j-V-7AACR. STUDDED ANGLE, rrC) 10.7' 4Ll' 4.1l' A NO suraxin coNDMOINS) O.C. .PA EL FASTENER SPACING TAW VALUES FOR 72 To_ 40.1" 4.1' 1,0' &;a" MY" CIL' CIV C25- J* 4.3" Cr 4 ANCHORS SHALL BE INSTALL= IN ACCORDANCE WrrH MANUFACTURERS' RJECCHMENDATTIA& CIO yx ALL Fr- AND'tr-HEADERS (INCLUDING BUILD OUT I or Ia ". I"'ll V! Iaf Is U" ITT" Tf 42 T' ID o* a'. I IF. S. HOLLOW 54= HOST STRUCTURE SMALL CONFORM TO 4TI4 CW OLOCIOL, I& 1111M, 1 6 MINIMUM WUMEW SMALL BE AS NOTED IN ANCHOR SCMIEDULE. J:JCONDITIONS) Poo"SOLIG on 12.!" all 12.51,14.01 ). LINEAR INTERPOLATION BETWEEN LOADS 15 jE HER 1�1` 00 441 =R, !Effih� GO-, - OF- *"F,- 1. W.. r-, 17'F' ?HISMIN[MUMEMBE ENTAINCIEDGECISTANCTEi(CLUDIESSTLIC FOAM, INUCK, AND CIT WALL _eS I ACCEPTABLE. OTHERWISE U56 NEXT HIGHER LOAD. 52 -fa-s.- 160 , '.F.2' 11.111 0.0' ILI"' &Z' 12.9" 16.1), 7.7 Tr FI HES WALL FINI D: & I. a 1.21. T.1' SH COATS TO ME LIMITED TO iW MAX CM SHALL BE VERIFIBD BY DrHFFIS, 701 .t, 11 12,111 1 LV 4.2" It. IV- 140- 1.7- 11,2" ADIEQUATtLYTRANSFm AM to HOST STRUCTURE. _1�2_ 9 WHOAR L.ItAA WYM. --- 0, CONCRETE ANOIOASNOI90 HEREIN SMALL BE tMBBDDED TO UN -CRACKED CONCRETE ONLY GLASS SEPARATION NOTES: 21 .9" 11.0" 6.4" 4.1" &Zr 1 .3' 4.6" ExIsma STRUCTURE is NG CONDITIONS MAY VARY, FIELD VT I I li� BOND So 16 1­0 ­IVA. 1.4" %r I, V ilUry THAT FASTENERS ARE INTOA�� MeMSeM, HOT PLYWOOD, PASTMING CU cvx I WENT !RPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE 44 TO PLYWOOD is ACC&TAou ONLY Pot; $lce CLOSURE PIKES. 041 * 4,1' 10 WHERE ANCHORS FASTEN TO NARROW FACE OF STUD PPAMING, FAST?WRSHAUL BE LOWED IN 9 MINIMUM ALLOWABLE SEPARATION FROM THE OPENING 10 N PROMTED III L. c ��.S Ekito. I. NO 2. SCHEDULE is REQUIRED MR USE WITH POSITIVE LOADS ONLY Q D� 15� CENTER OF NOMINAL 2 X 4' (MIN.) WOOD STOD 'Ib '111110,11CILLF - V, LL DISTAACEIS A=PTASLr FOILWOOD Cn t66 INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NExT HIGIHIA Icl� -ft FRAMING). WOODIETUDSHA WSOUrNERN Q-0.55 OFILGREATER DENSITY. LAG SCREW LOAD •rM t I FOR INSTALLATIONS OUYSICREOF THE HVHZ AND OUTSIDE OF ESSIUVIAL SHALL PAVE PHILLIPS PAN HEAD CA HEX WMILD, :TkC, t4fir, It REMOVA6LEAt4CHMARE DEWALTPANELMATE,ALL-POV4TSSCU"L�r45RAS5BUSHLNG A FACILITIES IN ASTM WOOD ZONES I THROUGH J� THE GLASS SEPARATION M IAACKNESCRIttofil $101.1. HAVE 1/2' MINIMUM ?NGAGEMENT OF THREADS INTO INK BASE SCHEDULE 15 NOT REWIRED AND NO MINIMUM 5IEPAAAIION FROM THE DI mwmowoot ANCHo ww- OrHA-e 13 R AND MAY AVE E"H" A PAN MESAT04TRUSS HaNDe WA.PEFOHR.AfD�,01111,�41,Ft wLr) DN.0 or XC UO STUC R RW L I -31543 -31S43 MIN]ORRI EMBEDMESIT AND EDGE Na NISHES. 20-31543 20 PROTECTED OPENING 15 REQUIAID, IIINAKI� XIO _INL - 14, sal DMGNATE5 ANCHOR CONOITIONS WHICH ARE NOT A=PTAE[LE LEBE&, 0 Ij- 113_� IS * DIRECT MOUNTING CIONDVIONS Hl UNEAR INYERPOLATIDIN 15 NCIT PERMMED FOR USE WMI THE A"CHaR 5CHI5UUUl!% Lj6TEW:PN ­01 THIS Swrr j Z -AIL M RESS PANEL DETAIL . I ...... _t". NWONAL INTERIOR FASTENING DETAIL Z < a. SHEET NO. SH 1,5