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HomeMy WebLinkAbout6305 Beverly Hills Dr) ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G,C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.G. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P,L. Parallam WDW HDR orWDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE FBC 2017 CODE UPDATES & 03/06/18 4.0 06/01/18 4.1 REVISED SGD, LANAI & WIN A T r1 A ! 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE E ENN*4LR� 1763 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 J FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 4 ELECTRICAL PLAN ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND 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. • c� e cv p a� c CV ca a c� c cavN �— N -C; o - en.:-„g N ._ -[u G ..�+ fA .Ake CD .o c M `, c-. u nCJ [a \< kJ V V , (<J.c d ya L 0 e e Ora.` 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, W W Q c3 0 E ID 0 to 0 N � n 20 f LL M v V C J Ji co LL LL � d In Z q o M 0 W rp Ca °) m W d LL J zN OU ¢ co W 0p M � Z N M o g z o Q `? J N to Z a vCD w �v) w U-) � U) LU J r-- — E — 8 I U 0 r~ co Q N MID • sm O co W W co M h o =o o� >� o 20 z® W0 f CILU XU 10 p O E N do �o �Z Ww W� z mo C DY U OLL Z Z a.3' VigZ tim Q W o< 3() W N d U LL a �w o a ii wY F 3 �o O v z+ aF �C 0 LO cc L ' A lrWl CID Cr 0 a, U) UCN m LO O � CO -0 CN CD � N 0 0 LO I— N Q ,— ci E C`V LO o Z Z � Eca a E U � Q cc 0 � JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. ram_ V __ �Iil_-ice c . n !T..i...- .. I —F - —F__ — 1--r— —i -- _F__- -r r 0 M MIRROR O. BATH BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW T MIRROR c cc t TEMP OBSC 0 El (V O. BATH KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD RED -0 O- 24" TOWEL BAR TOWEL BAR w ON WALL ABOVE TOILET TOWEL BAR TUB OR SHV - ON BATHROOM WALL MEDICINE CABINET 00 tom- VALVESe� TOILETCl? SOAP PAPER Zo DISH HOLDER v 002 pZLL Q Q o O% 1V i M M CNi -T N L FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS in SINGLE ROD CLOSETS/LAUNDRY VARIES PER FLR. PLAN TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS - 36" H UPPER CABINETS 14 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT w BRACKET 36" H BASE O FINISHED CABINETS S COUNTERTOP 30" H BASE 0 ° o CABINETS o 00 ILL -IN r` n cO d 1'-2" O r L9 h$ 2X °J FRAMING o 0 1/2" GYP fV N N ? BOARD FIN. FLR. .- FIN. FLR. X P.T. SHELVING ISLAND COUNTER CABINET BLOCKING 00 in T � ALT I I AC PAD I I to In N J S6 TYP. @ 2-STORY 1'-4"X1'-4" "L" SHAPE CMU COLUMN AC PAD TYP @ J O2-STORY SI 35 SH DINING 8'-8" FLAT CLG. CARPET GREAT RM 8'-8" FLAT CLG. CARPET A = 1/2 WALL NOR RAILING PER SPECS - FLOOR G.T. 12"x12" CMU w/ (4) #5 VERTICAL 2 # SF 8'-4" (3) 2x4 #2 SPF - STUDS W/ (3) 116/ydSNCLAILS AT 11.Brws.11wwwwlewwwww� 0 r; - LANAI� 8-8 FLAT CLG. A.F.F. 9'-8" I I 1 I I I I I � 6068 SGD � I IF_ 7 _8" w � I 4 4 .T d� SHEAR WALL EDGE OF SLAB 2" BEYOND WALL W H 7'-3" 4'-5" Q BUILDER TO PROVIDE C S4 APPLIANCE PROTECTION S3 H1 WHEN REQUIRED PER FBC W/ USP LSTA 8 STRAPS ` (CENTERED) EACH SIDE f% 0 PLUMBING LINE LO TO SECOND FLOOR �® Ce) _ r D S3 = OF WALL TO FLOOR o TRUSS ABOVE @ 16" O.C. - S6 �o LU u- z o - GARAGE TYP. sPro - Y - I.-LU CD 8'-8" FLAT CLG. A.F.F. ENTRY Jo 8'-8" FLAT CLG _ _ O Q LU Z li AFF ------- ---rA-------------------------- - S3 0 9 TYP. @ .- ""`--- I FLOOR G.T. I SINGLE - - - --- - - - STORY o -------- -- j 8"x16" CMU COLUMN j -- - 1 W/ 6"x12" ABOVE I - INTERGRATEDINTO K41t HS WALL W/ (2) #5 TYP. S4 _ I VERTICAL GARAGEM -------------------------- 16070 OVERHEAD DOOR O Y N OPENING PRESSURES ENCLOSED-EXPOSURE"C" AC� +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 GC� SEE SN SHEET HC� SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18�X251 S.H. 13 20X388 182X373 S.H. 14 20 X 50 a 18 2 X 50 S.H. 15 20X63 18X62 S.H. 16 20X72 18'X711 S.H. 11-12 27 1/4 X 26 26 X 251 S.H. 11-13 271/4X383 26x374 S.H. 1 H4 271 X 50 8 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 a X 26 36 2' X 25 1/2 S.H. 23 37 J X 38 a 36 1 X 37 3/4 S.H. 24 37 J X 5018 36 X 50 S.H. 25 37 J X 63 36 1 X 62 1/2 S.H. 26 37 a X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 z X 25 z S.H. 33 54 X 11, 52 ' X 37 a S.H. 34 54X50- $ 5 521 gX50 S.H. 35 54 X 63 52 ' X 62 z S.H. 36 54 X 72 52 � X 71 z 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 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN SCALE: %4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills Indwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C, to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) C`. c 0 C-4 -n W W- Cn C CS m ;x (ae.� 40 r 4 iz 4' a, " AA Q s' N E C m o � U iIt! .� . J e� r� 0 Vold., 0; e �E�S 10� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M W AAM a E O 8 .1111. 0 ® 0 , -mO a) 04 N OD N r'n�ti M Q �040 L'- LD. J LL J_ W a 0 m c °; �° of 0 _ (ONO W UMZ UMIL co T113 m w M Z N o 0U10, W ❑a CD Z n�i m � O co z � � Q J N N M z QV Q) CD o a-1 N w m V) �N w O � co w � U ez� F- J � I I = L U m U 'MIN o N Q I)0 ° o ffi M M a 4 U_o� E ° io o0 _ < 19 z " (C ~ o< °L ?p �� O tV t a Qz o 4 ww `) .2 U zz � Q% J N m Q W >n CD Q� on ZZ 2O N Qmw B� z aF _, �~ O O 5 MO a � �U > Lo 0 C m cc (D CO T � �C/'� fT V// T ILL v) oU N m L0 � 0 � M N N L0 ai m C � C`V LO o z z E T N c n. U 0 ICU JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. 1.1 SIN tv CONT. HANDRAIL RETURN TO_ ��'�WALL DETAIL ' � i SCALE: NTS STAIR CALCULATIONS: TOTAL R I S E = 10'-0 3/4" (16) RISERS AT 7 -9/1611 1011 TREADS w/ 3/4" NOSING n 42" KNEE WALL WITH 1x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. ' 16 cMld" i , / 1 36" H. CONT. 15 _ i GRASPABLE ,' 14 i RAILING o 13 I Mi ' 12 I � 10 11 , 11 I , 42" KNEE L0I� i _ 10 WALL WITH oo i 9 1 x TREAD `''o 1x8 CAP & CD (TYP.) o CASING , r $ STORAGE RAGE 00 T 7 UNDER 00 A -; i 6 STAIRS 1x8 CAP & ; 5 2x FRAMED CASING I/%�4 WALL 1x RISERS i 3 (TYP.) 2 (3) 2x12 2x FRAMED 1 STRINGERS WALL 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2rTAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/2" = 1'-0" SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMIN( (2) 2x HDR. REQ'D @ ENC LANDING FOF STRINGERS" CONNECTTC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH T-8" 8'-9" H1 2x4 #2 SPF STUDS @ 16" ED22EXTERIOR O.C. TYP. @ 2nd FLOOR Q 3/4" PLYWOOD WALLS S6 U.N.O. 25 SH DECKING *EGRESS I F- FLOOR SYSTEM OWNERS SUITE 3 8'-0" FLAT CLG. D2 CARPET SIM. W/ (1) op�_ G.T. MSTAM36 15_81 STRAPS @ BASE J S6 TYP. U.N.O. 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 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 15132" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** F-------------------7 25'-0"01 i I I I I I I H1 61 I OA ° � 25 SH I I *EGRES FFIBERGLASS " X 36" TB OWER M BEDROOM 4 8'-0" FLAT CLG. CARPET 0 LA r■� ram, I, EMU ,.CARPET, FMis uT 4 I 3,_6, - -8� ni lri rC i F 'TB W 1/2 WALL OR w RAILING PER SPECS �LO N w 2668 TECH CENTER D2'� 11'-4" 5'-11" 7'-9" 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 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 1 TYP. @ D2 CORNERS �v SIM. W/ (1) MSTAM36 STRAPS @ BASE M i� TUB/ SHWR TILE TO 7' A.F.F. BF ---------- N&21 BF - LO DN 16 I I I 101. 10' U)icD I Y I HANSON BOX �1 4 5 6 17 18 9 110 - 12 13 14 15 16 5068 BF 1 ----------� LAU W. J @36"A.F.F. R&S 2652 - 8'-0" FLAT C 9 TILE -----_ -- 5'-11" 3'-10" 3'-11" 1 N R/A AH D 1 N DRYER VENT 4068 THRU SIDE BF 5'-10" 5'-02" �ti W WALL 19 cv N 9'-52" WIRE SHELF @ +54' A.F.F. r 3 J D2 I S6 SIM. W/ (1) TYP. MSTAM36 G T 1 5068 N U.N.O. STRAPS @ - - - - g BASE 2' " 11'-6" 3 ! D2 BEDROOM 2 BEDROOM 3 Sim. W/(1) 8'-0" FLAT CLG. I 8'-0" FLAT CLG. MSTAM36 CARPET 1 CARPET STRAPS @ *EGRESS BASE *EGRESS 2 SH 25 SH I - It OH 1 9 I © 39 22 D2 -' I D2 D1 JAMB STUD OVER T � I E I H1 I ENTRY TO BE I I CONNECTED DOWN I I PER DETAIL 6/D2 L------------------- J no 11 OPENING PRESSURES ENCLOSED-EXPOSURE"C" AA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 GO 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 WINDOW SCHEDULE SIZE R.Q. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18�X25J S.H. 13 20 X 38 8 18' X 37 4 S.H. 14 20X5058 182X50 S.H. 15 20 X 63 18 Z X 62' S.H. 16 20X72 181X712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1H3 271/4X388 26x374 S.H. 1 H4 271 X 50 e 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 g 36 2 X 37 3/4 S.H. 24 37 4 X 50 8 36 1 X 50 S.H. 25 37 4 X 63 36 4 X 62 1/2 S.H. 26 374X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2'WIDE S.H. 32 54 X 26 52 2' X 251 S.H. 33 54 X 38 8 521 X 37 4 S.H. 34 54X508' 52�X50 S.H. 35 54 X 63 52 J X 62 � S.H. 36 54 X 72 52 2 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 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. SECOND FLOOR PLAN_ General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are Iisted as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING RBLOWN- (INSTALLLL EA BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) N �y Cy =o W LU V O C-- 9 f,N H C I.t a Zn N-0 fp Q m w.• N C 3 R CP icu L u a) � T c <E c a u CD -`j it "• ,• j •� t..CN cli J i 4 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 E C V 0 0 00 N n C J I'° V F p C J W J LL LL tl. Z mcrn uY, o o �� Co kN °' m 9 q=1 LW IL6 c°nmI r- Z ZN OU W ❑ z N M O � z d N r to M z C9 0 u- '�'C• 4-1 f6 C w J 0 LU �.. N c Y �V) (6 �- in U J e 8 mlh Sw t ='1 U o � Q N O • co w M M y Z o Z Ll- lz wa Fz >N a� oa X OU U O O O EZ C:, d d p d Z '-' Qo m� � � !_ - z OY , .0 O O ,i, z co <� ¢Z �_ u> 7y 2 o O o U. "- Z (j ao �= o o Oco r a= SUS V �O 0 = >1O ca c� � O co T = r i1 Cr � ^ U vJ 0 N coL0 O � N C:)CO� o Ln T Q ^ T M N j6 LO o Z Z E r- `r a E 0 ¢ o JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. 1.2 r r 1 12 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS FRONT ELEVATION - B. SCALE: 1/4" = V-0" 9'-0" RIDGE VENT FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 14.0 _ _ 2ND FIN FIR TO RA '--TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION - B SCALE: 1/4" = 1'-0" Lo 7� T DETAIL. 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. overing R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved, (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange, Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C 1063 & ASTM C 1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions, Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection, • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 coa 04 c•a W C>h �' o s� C LX- N_SC C i. 0 vr�N04 d 3 ass Cu �E a. c A, o 1, 4� O sd• S l lei �. 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W Q �E o M 8 V O 0 co N N 3 X) # Q 113 CLL N 5 J J � L.L 52 u• lIJ a w a Z U�v yyo o O/' 7 (0 N CO y W LL Z - ZO o m w NZ a ZOU N S 0< W Em Z N th O z Q � J _ a - N C'S O N W o U „, J E — 8 r U o y U) s' Q N m m o � W M M 11 o Z � 0- E wo �� �z ro Z0 oa C" r0 - R p¢ o o O Z0 (� E N t a o �o ¢ a Z r5 L (Q z Y m O O z ZU U < �z o¢� az �FT U ao oz' W 3 (50 o CD w� }° a� zla d 3 0 c O > Lo Orn m m C7 Co Q 0 (� CN L m LO `.i O h � O N N LID T Q T E CD 7 04 L d Z M Z r_E E r— N m r_a d U � < p c _J JOB NO : 22-06452 SCALE : AS NOTED SHEET NO. 2.1 i iir T i7_TFTI I III I�-r.:1, 1u`,...1 1 1 1 1 1 1 1 r -i i 1 a__-n_.rF_-�_ i_ r , , c E TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 12 4.01 'OFF RIDGE VEN' 12 —15.0 35-SH FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS -I-- I-----------------------I---F1 e068w� REAR ELEVATION — B CJ SCALE: 1/4" = V-0" 9'-0" RIDGE VENT - - - - - - - - - - -- - - - - CJ/WEEP CJ 12 � 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 14.0 2'-0" r 1 H3-SH — --- -- ---- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) RIGHT ELEVATION — B 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 Coverina R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. M. 09.24.21 e.� 0 93 9 W E� N a cc � w w W`' cm cc d w 0 tt//jd�ri ``$r`�r\6y1191191Pt • � •°•- S E°°-.: cft wC ,�O J qq P �y Cl , rrnn • FLU �•4:f� S S AEI k �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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o E O 88 to 0) 0 y: N OnnO U)I a M N �V 22 LL N S J C � 52 LL ul JLLLL D- (� w CF LL Z � : U) t ? O 0O 5 @ N W co2Ocp m w Z co N Z Q J LL I^ N Z U U O W ❑❑ Z N Z � N z o � J — d � N U) M N z Q) Q " a--r c., LU � O— Li., g to � �V) r— in (6 w .,. allr-- - E s U a N Of U, ®Q o _w M M a o z LL Q' Q Eco zo LLO "1Z >� ¢ N � u OU t•"' 6 'X SOU ZO O E a i E ¢ Z. 6 aZ J (a C _ N p 0 oY U N m m o O, Z Z JO QW �' 2 �w go a W Q U �0 �w _ a� �w = oa V z¢ 03 > Lo Orn m co Ict T ::3 i� T_ CT �1 UU o mLO (tl I— CIO CV C) N Ln Qr ui m C\V v; LO o Z Z E T UCID m a E U � Q cc p JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. 2.2 r 1 i i it 1r71a1— f i - _ -T __.----11 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE 77 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 ,I EXHAUST FAN/LIGHT COMBINATION rD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P13 PUSH BUTTON SWITCH (OPTIONAL) �[]aD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ROUGH-IN FOR T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER #14 to lights & outlets NEMA 1 #12 to appliances and GFI 160 AMP/ 200 AMP 00 #10 to WH 10 #6 to Range 10 #6 to HVAC 7 MAIN 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING o TERMINATION PER 71 200=4/0 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. LANAAI-----�' /e I AC PAD I �� DISC. GFI WP I GFF1 �Q I r7=-= _, �. II ALT II — I I I -- I i i l AC PAD I WP DINING -- LI H AS OPT. 5'-0" SP C D — to / r- - 5' LIGHT AS PER li SPECSol PENDANT LIGHT PER SPECS GREAT RM r IGFI p I a ROUGH -IN � U.C. OUTLET I I FOR OPT. o li�`yo1 IIL__J. U.C. OUTLET r 0 1 I SWITCH FOR FII a DISPOSAL I II II Il N. w IGF I® NO DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" cc s SWITCH FOR ( [E' iF�1��1■ OPT. CLG. FAINI/ DISPOSAL-3, LIGHT PRE -WIRE/ ' ,..== 929i `M'r Y GFI @ 44" �� / A.F.F. �/ I J I I _ DGBW - \� GARAGE -t - >- GFI LIGHT AS PER SPECS I I - w W I - > w GARAGE, 1 k5F GARAG E I I ENTRY DOOR �_ GFI II--�----- I -------------------------- - - - - - - - I I IRRIGATION GFI -------_ I @ 44" A.F.F. I ' 1 I 1 I I I � I I � I ------------------------------ ------------ COAUHTCfGRTS----------- OR PREWIRE AS PER SPECS DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 0 ED --------I I I I I I I t I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I L------------------------------------ J RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F. III 3" VTR 1.5" VTR I III I I, I I I I I I � I I _III 3" VTR ! � I I� I I PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN SCALE: %4"=1'-0" C`1 '•cs CIA Cn y W C tc c-1 d3c t?:.i .�.. C; c ' - e8 a � N a� o ' w N C`J 0 N ti N to 0 To the as of the Enginee s 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 Engineer's signature and seal. W E O N S v ® p a) O 0) 9 ti _ 00 N di U.) to rnr�� CD � LL M Q R C U. w (' to U_ w 5 a _ w Z a N two W01 w o o M Z IL °) m w-- o �p to ) Z J F N O U o z to W 13� Cl)(Dz � a C' Z co N z oC' � � fl- v'1 M z v W � a U QO ' /� y ' gJim N h— fn U w m Nowak Mfg m 3 z� link C� o y m C to _ Q O cfl w M w� o z � CL 0 oz a�� zo o� ca B O00 &a 0 U a ZCDG c N a) qz o wz o L to U3 C OY U mm o O¢ Z Z Q) 4 W 3 0¢ Z 0 3 W Q U <o a 0 W G J z ¢'< 0 >° o co z �d aF 01 c 0 0 0 C9 CID r Q Cr U r r^ W s N a--+ m Lo � 0 � M N C) N LO ai C`V LO o Z ld Z E Ir— N N C d U Q 0 � JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. 3 I 4�? L412 4:12 SOPE�II LU -C I I I I I I L.I 0- 0 i N T L I 4'-0" OFF RIDGE VENT I I I I I I I I I I I I I I I I I I I I Z W I 5:12 SLOPE CW7 0 5:12 SLOPE 0 0 � `a E I I ILi ZONE-3 I � I I ATTIC SPACE I I I I 1071 SQ. FT. I I I 4� I I W i 0- 0 •yo N N_ I ui I w 1 0 5:12 SLOPE LM Ong. I w ZONE-1 a Ul)° ATTIC SPACE N _ 1 97 SQ. FT. ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented of of ventilation to SQ.Ventilators IN. oftilation IN. of SQ.lation Ventilators ventilation soffit ventilation ti vented be provided Ventilation Venti (See SElev) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN-B_ SCALE: %4'=1'-0" c-1 c_j c� cv uJ (n '" >'LW - - C2-, m x j 'N ,W fV L e0 {� t7CU W, > !: CM co 0 L1 aU.. .o 0 c� o l ff'd/GQ9{91aRRs� . To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» Wo Q E O M O U V C N N co N th 7 A 0 rn � J M a� u7 Ia M a LL LL LL 0 W — O Y, ILY Z cU C V) @ O O O � - cR O W m w IL Z � NZ a J Lrz N z O U W ❑ ❑ (D M o g N z o � Q V. J � zC1Q) s w m IL I)LO�� � 0 w g V. = U) m � mopw f— J O� L U _ { N U o y c U) W sQ r_ M w M ¢ Z ILL. E E w � 0 Z ¢� z® co CIL a ¢ 4 <� 0 �Z w w N rya o ¢ W L (� = - a zZ OY U ' 0 m0 O¢ Z z a�i m < % Z y N e o o g 6 a a ?� <w < o V zIa 00 u 3 c O >Ln om d- c T r y ��,// m 1 /1 O M N O N L0 r Q r ^ E M � N o z z E T- y y <`u d E U Q p JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. 4 iIr- ,--t , WWF PLACED IN 1/8" SAWCUT x 114 SLAB ;- #5 CONTINUOUS 25 -0 UPPER 1/3 OF SLAB THICKNESS WHERE . • _ • REINF. SEE FND. FOR 13'-4" 10'-0" 1'-8" OR FIBERMESH SHOWN ON QUANTITY REINF. SEE PLAN. FOUNDATION PLAN #5 X X CORNER 1'4' T-4" '•, ;' ' , ;' '_, _ '_ BAR ONN E FOR EA. 114" HORIZ. REBAR, TYP. w z .. - U.N.O. f " f " i f Sf f Sf ' 2 -0 x 2 -0 x -0 LLU 2 -0 x 2 -0 x 1 -0 a - r **Alternate: W/ (3) #5's E.W. YS3 W/ (3) #5's E.W. reinf. bars shall becont. around corner by coldTY bending the bar w/ min. ------ — bar lap of25". S3 ---- T L CONTROL JOINT DETAIL SCALE:3/4"=1'-0" TYP. CORNER BAR DETAIL 9 4 $ ' °° ' 9 � 5'-2" 3'-10" 11'-4" "' � 6'-8" 1'-4"I 2'-0" b SCALE: 3/4" = 1'-0" AC PAD I I ALT I I 11 ---------- --- --- ---, j `AC PAD TYP. @ — ' I PROVIDE 1-1/2" RECESSI HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFE R o II 1 BASED DION ON TO MASON'S SCOPE j '^ LOCAT III I FOR WIDTH CD 111 o I T ( INDICATES FILLED CELL I r I • 1 t l W/3000 PSI CONC. GROUT T I 1111 FROM FTR. TO BEAM 1#5 REBAR_VERT. _ _ C.J. I I I ABOVE SLAB. TYPICAL I II11 @ ALL PLACES SHOWN I I S6 00 IHOOKED FTG. DOWELS 17" I TYP. @ LD j I 'EMBEDMENT W/ 25" — — 2 STORY I tI(XT. ABOVE SLAB "GRADE 40 j j 01 1 STEEL" I 111 1 1 11 I IL_—_ I • I 11 III � • � 1 1 I Io 1 I1 II 1 1 I I I Y }'� I 1 1 I I W LJ 0° 1 3Y2" MIN'I�000 PSI CONC. SLAB III LO LO M CO FOR HERNANDO COUNTY ONLY 13Y2" MIN. ��00 PSI CONC. SLAB OVER I I I 10 I 6 MIL VISWEEN VAPOR BARRIER C.J. _ _ • F- I I 154" 5'-3" 2-5" 12' " PLUMBING LINE TO 1 1 I SECOND FLOOR _ o LO o I 1 9'-0" ELEV. It "' M I I IN CONC. SLAB T _ — — — _ T — _ I 11 o • o 80 41-0"x3'-0"x1'-0" 111 I 2'-0"x2'-0"x1'-0" I o W/ (4) #5 E.W. I 1 14'-5" W/ (3) #5 E.W. I m 10'-7 1/2" 0 T I I cY MI ------- -------- —---------- ao • • I 00 1 3 STEP 1/2"" 4I _ 1 _ I �r DOWN C I 00 f � 6, 10 MIN. S3 1 '-101, Cy ;t, TYP. @ 2 STORY I--------- — K o I I 53 I 31-0" BUILDER TO PROVID I j w APPLIANCE PROTECTIO TOP OF CONC .I RECESS FOR fRT. OR I o I WHEN REQUIRED PER FBCI PAVER TO BE'I 1 I J I PROVIDE 1/2"x9112 1 I BELOW FIN. FLR. I 9'-4" 9�_4" i • 1 4' L IJ,• —t— — -� _ _� _ C.J.— I b� S3 I o o j N I TYP. @ 12" u' - I i o O ENTRY 1'44' I 1 I o O0 -112'-6"x2'-6"x1'-0' I TYP. @ 9 rb O U I W/ (3) #5 E.W. I SINGLE T O N STORY (2) # VERTICALS OPT. GAS I • - I Mi W/IN FILLED CELLSTUB OUT • A Z x N 1 S3 t-- - 1 p O 3'-0"x5'-0"x1'-0" S3 10 I S3 I T--L HB o inW/ #5 @ 8" O.C. 1 0`O'EWI_ _______________M • af I • 6'-4" 25'-0" W M.N. 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 C7 z O O U) O N FOUNDATION PLAN SCALE: Y4"=1'-0" N C:a 04 c CD o := CD-o _._i:. o F- o N v W LA- +' G d. N O � d 3= W" or; � cN a,, - 4. c E c. IiIfill// a r �• % C`�Idl tx 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. 9) .Wpp ov E p M i N p ci N 6 CS, 0 �mNW W Lo 0) U) r b a # LL M co a; c LL W J�� i� , o Lu Z y �9 o W 7 N "IW Zo m W W Z U) co Z N OU L) Z DO WWC, z N 0 z z o � � N J d ,y� N M In z a Vv `o LL D}, ( cn W � U O W o � � w �NQ) W J F - Eoo U p U ¢ 0 O V S� o w M oz m ¢ Z __j UL E ZO >N QN a o E w0 Z® c —C1�< O o K0 az �O 0° S� az yzro �J L U) CO� C ' ym }rL 3 �z z N Q 0< w" a0 �w W o� �3 Jo ¢< �o O � zla 0 3 �O = I.n O �' ns Ilk — CO V, m N ~ a -+CIO O � N O CO N L0 r Q r ^ N j C0 LO o z l6 z N E r a E i 0 c� JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. 5 A TYP. @ LOW ROOF C7 0 ti�s� U U -- CJ4-G_ _-- CJ2G I I CJ2G 2 I I I I 2x BLOCKING D2 CJ4G I CJ4 2A1 If I GL1 — T—T — II I LL rT� II II TYP. U.NO. Il Tr— Z�; —Ec II EC — I I I I —_---�---r— 4-1 —_ — EC T-1 P. FL2 FL9 I R N — A00 II II FL9 (2) I I °° J A U- @ 24" O.C. MIN. (2) — — — — STRAPS = � = C — W/ USP L A18 STRAPS (CENTERED) EACH SIDE OF WALL TO FLOOR TRUSS ABOVE @ 16" O.C. I I Tr — I I I I TYP. Q II A J I I U.N.O. LL I I II r--------------------- --�— ---� (2) l5-- FLO 2x BLOCKING 2 1 D2 o I � II 39 III II II II II II � I �, 1 co co 3A13B -- TL: -- --- --- _ _ q± SIM. @ CONNECTIONS A TYP. @ S3 SINGLE STORY o \TYP. ^f U.N.O. TYP. @ CORNERS 1 D2 J v TYP. U.NO. 0 1 S5 SIM. @ CONNECTIONS RSH ENGINEERED MEANBROOFOHEIGHT CLADDING W NDFPRESSURES ANDOSUUCTIONS FOR <_T 5 ftND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH iXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE a=oft (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] f­� AREA ROOF 1 2e 2n I2r 3 3e 3r HIP -35.94 -49.57 1 -49.57 -49.57 1 ttf 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 �� �71r 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q Q SHINGLE: 716" EXP. 1 CY16) or %2' EXP. 1 03 16) TILE: t%32' EXP. 1 (3�/16) r NOTE: I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS � 100 �io 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN,5/2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%s" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--/ Z- (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=V-0" UPLIFT CONNECTION CROSS—REFERENCE BARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" 4 (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% 8-1Cd H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED W/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR W/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L 1480 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 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (6) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS e12 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 (A) SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV - B t�4 iN N C4 CV LPL! c 0 ^i W U ac o Cv L.)� fl m x LL CL N R O a N .a CV C r C4 03 N C]. E LJ 'o I a�GG[[I�kr�. A �Y �5 r, o !ie °i 9iLL 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, m W Q,O E coM 2 a0o c Co r a) N CD 0 N a... � rn�2 ei Q M V 25 LL C-j W cILU-z W 5 a Z CLO — 'O a L m C v Rf 04 W �� Z IL m J "' " z ¢ G 0N U V Z W 00 C9 M r z N M rygO z o Q Q v J — �- tf N , N M z / n C Q T Cn t W Cc 0 V) w o U � W J — E — � S C) o as ° C � ®Q Oco w co Cl) o z S z n E zo z � >� D a U CU ao w O a N O az Ww da s— wo a m ro (n C o U .9 o O Z z z " Q W Z. go oaQ�, LL a Nz W I �p r� � oz 3 F J ' 1 CD u a 0� za 0 C:) = > Lo rn 0 N � CT r r ^ U Lid M CN O N LO r Q r 6 E 7�1 04 Ln o z z E E U 0 a Q p JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. 6.1 11 : If 1 —1 - -----------1 I I j I I I I G i TYP. I (2) C 0 r M y✓� U.N.O. M i r In TYP. @ HIP I CORNERS L _ -- -- -- —_ -- -- CJ1 i t EJ7 CJ1 CJ3 II �� (� �� �� �) j�` �� II (I CJ3 it u CJ5 11 = = CJ5 jl II 1►:4 TYP. U.N.O. J S6 U.N.O. X 213 I Ir 1 D r �i I �I ----1-C---� L----J 1 1 I j 1B I j it-7 -------------^--^11 — — II II I L---------------JI -- II V LLJ C-----------J I Q T r---� �-'1 r--------P - - - - - - - - - II II r Lr — -- -� I II II I II II I I L-----_------------ I � LI -� — cJ L_ ----- _ 1 E II /♦ 1F 1G II (♦ �I = = II 1H II II N I �EJ5 IL- - - - - - Tr I r I G V U U I I 4 I I TYP. I S5 U.N.O. I I i I I— ------------------------------------ J J 11_1 TYP. U.N.O. TYP. U.N.O. CJ5 CJ3 CJ 1 X RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft BIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE a=oft � [4:12]-[12:12] (SO FEET) O VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP 35.94 49.57 49.57 �}9.57 10 GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 _ ' r 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: (D (D SHINGLE: Y16" EXP. 1 C1116) or 1V32' EXP. 1 1 /16) /32� TILE: 1%2' EXP. 1 1 116) !i r E NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS m 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN' 32", SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 1 Od (2'/z" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR 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" "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 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER I (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. ED CR IV — x CONT LEDGER :Lu � CNMLML Oart f 04 o o z z (o D C:LO CO 0 LO ) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - B SCALE: Y4"=1'-0" N N N o G W te) m K N_ r- �� d o m a7 � c o �. c.7 a "'1�4€Y66�i,tt E51�5 o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. tli a o 0 0 M U ® i I GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load .0 Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS I 0 0 0 0 0 suffWma 8F44 1 B/1 T 8F40 1 B/1 T 8RF40OB11T 8F321B11T FORM & GROUT SOLID Wit' ,`..•i,_ � O LU 0 w #5 BAR CONT. 8F12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. i � i F = FILLED WITH GROUT / U = UNFILLED R = RECESSED CITY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J u! Z _ 8 F 16- B/ 1 T J ¢ Z co i 6Z tNOMINAL. L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS c 'pre-ca-sl7intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S MIN.. (1)REBAR AT TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° ° O ° a C .M.U. #5 REBAR AT TOP a° ° a_ GROUT MIN. (1) REQ'D `� �• 1.1/2" CLEAR a ° ° 4 < v! ¢ w v C.M.U. 5 REBAR AT D in v~i w 0- a O BOTTOM OF LINTEL CAVITY U)) - w UJ w O v~i Q o OTTOM o a Ci O REINFORCING PROVIDED IN LINTEL 4 ¢ (d j Z LL C] w in N ¢ _' d 3 N i 1.- 60 � a C7 5 REBAR AT BOTTO AS INDICATED 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) G G LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 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 MAYBE 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 4'-6" LL O O 9'-0" LL O 8'-8" LL (�) MIN. 17'-4" LL ' LL O 3'-8" LL LINTEL PLAN SCALE: Y4"=1'-O" N C%J CV C`4 C,' c CD LLJ --c N a LJJ o t flr c . ti co cc m X N d � s c CC ca �+ S I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E a o M8 N c S y y N r ® _ °' _ CO fA inti1 1* V C J u W J LL LL Z IY �•mN� ���Z m w r 6 N N Z ¢ F coU ILW OU Z W ❑171 CD r N O O Z O Q¢N Z O Q Q J � N N M U) tJ'I z _o A �.d Ma � U Ow o A (✓ I N C) w J - t 8 wig~ i z> I U o °� m • - Q N I� O co w z oz S z ¢ CL E 0 =o wz ,q Za o" CU U F_ o XU ¢ c CC)o p U O ZN 4 E i T8 ao ¢o a �W n, C = Y o m� o O � z� Zy J m ¢ < W z rq o� z go Q � a - W W o,. �- Z =3 (7 r o CO wa w >° a Or � U3 C O 0 i LO 0bi ) c� � �� Q T CrT � '^ U vJ o N � C,U N N LO T Q T ^ ai m -irl fV � CD i6 � o Z Z E T m a EE °3 U ¢ 0 c � JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. 7 a 4 i w 111) x 0 c� O I 0 �r 0 Cr 0 3 Q r n. E F2 v E o 0 9 rn a> E_ U U i U 0 i 0 0 0 J ti C 0 0 0 d CV 0 04 r` L Ln m a� 0 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 THATCORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES 1524 MM HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES OR OTHER HORIZONTAL WITHIN 45 DEGREES 0.79 RAD OF HORIZONTAL SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & AC1530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1, 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1, 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 Y2, GROUT FILLED MASONRY: 1 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 15/32" 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 = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM, 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED U BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT, 4.6. MICRO -LAM LUMBER: 4.6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557.02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318,1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpou and mortar along the foundation perimeter must be removed be ore extenor soiltreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barriermust be installed after construction is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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 + 293 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 513 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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 TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C14 Cv G - o d LU- �- o t3 t'• , C" M G R_-) N L 't cc cdCL3� c E:, a4� •" i" i rLj 0 ap�'�4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) W d d• E oS O M (� N N Ol O 0 Y 7 ui °o w N # iq a eR 02r CLL Qj t`N•) -�,r uu7 �- � w JLLLL a - .6;, a 2 -5c rn °o 0 W 0 IN °�a'°' Z r M Z ¢ J 0 N OU 0 Z W on M r z N ch o g z z a Q a t1 N V) N M z _ Cz Q) CD 0 � U C/) w O w o ,„ J E U o c Q C:,x cn w P-) Cl)S i Z o Z z ,y E Z0 �p >N <N CL � �= z® a w= CD d� a z �< w z n3 C C <o Z. IY U m� 0 Z Oz _ � hm ''<w o¢ z a0 �w it _& �a w� C)< O �o a 03 mot- zI< 0 � O ' ^ ILL O m 0 co T Q T- �- r 0- ^ U vJ o N � N C:)M -� O LO T < N T m CD rri LO Z Z E T c a Eo c� v ai ¢ o c j JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. SN T THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING II I ..................I. 111.... ..:.:::..... Ila. L(1..... L.L ... ......... .. I .'I .'.'......'.'... _. I . I .... . I. .. l. �.... .... rn .. �........ ' —.Ilk... l ..l ............I�.......1. I .... . .......I.'... {.' { . . ' . ........_.l.' I...'.'.' 16GAxl-1�2" LONG (3/4%1" CROWN) I'. g�.'. LLL:': I'..:: STAPLES @ 6" O.C. VERT BETWEEN L MAX-.........l .i ..... ..L ........ }.1... 16GAx1-1/2" LONG (3/4%1" STUDS (NOTED THUS:—) - OFFSET I I 11 I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L� HOME H C G GARAGE SIDE 00 O 5'-0" Q STUB -OUT FOR 1'-0" o 0 0 GAS METER O O r N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" Q.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. T-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10- @ 24" O.C. 1 T-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 314" 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 112" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x lumber _ m Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap — FILL CELL STD. 90° HOOK BOND BEAM co w a STD. 90° CONT. #5 CNT. #5BAOR > HOOK I — BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" ) gap max. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2} Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 41P /OSB w t'ff 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails Zx lywood web s I ener required when indicated or 4" max. 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. -Birdsmouthcuts. N.T.S. Under 2nd floor column w/ loads DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges Boise Joist Blocking UsP T' NMI nnila at R" nr. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Web Stiffener Fastener Schedule Joist Bearinq Location Series I Depth 1 End Intermediate BCI 5000s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000se BC16500s® 9-112" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 1 6-8d BCI 600 11-7/8" 2-8d 3-8d 14 2-8d i 5-8d 16" 2-8d 6-8d BCI90s 11-7/8" 3-16d _ 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or I beam below Load bearing wall must stack over blocking and wall or beam below.* — — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 1063" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration.— CO tD 6„ A 1�" ROUND HOLE MAY 6„ 6,. DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" ,Any 16" jottt 12 1'-9' 1+_1.P ' ' 112" V, 3 'E'er" 2-4' 2-11" 3-7- 1 4 7' 4 "1 6-4' ti Span _ — 16 1-9' 1'-1" 1' 2" 1' Z' 1-7' 2-6' 3-2"' 3`-10" 4' 9' 6 7" 6'-4' 7 2" 3 4'-i1 4'-16" 5'-11" 6'-11" 7'-116 , 6'-11,. 24 1' {?' Ill- 1, z- i,_3., z-5!, 3 7" 4-g" s-18- 7' z, 8'-4" 4-� NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N,T.S. Je SIMPSC w/ (22) ' NAILS 1 5/81 THRU BOLT SIMPSC w/(22) NAILS T R TRUSS OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL ���P��IIIBIIBIII11 Backer block (12" wide min.) Nail with 10-10d nails.I=I�— Install tight to top flange. SLEEVE THRU STEM ° . °. . SEE PLAN FOR °• ° • • FOUNDATION INFO ` 4' C' ° STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap I Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange, flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements i 0.6 X Joist I p depth I -JOISTS BUCKETS N.T.S. GRADE a REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. -® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION i 4 a I— {— 1 "-III,�iIIII�I� PLUMBING LINE PVC OR SCH40 SLEEVE a I IIIIIIII�II I� IIh �IIIT I' - SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. G TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a v 4 co � 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 av G -III—III—I a 4 ` I=TI111- le 1111- ' Q SEE FND. PLN• SIZE & REINF. c^� C%4 N' ffi Cn d _ > w >e N y Q' ca w > d ti- •� � o�Q CD CU ,; 'n J N �d .. o f�0���e�•�°+,°�pA• � 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. d E MS N p V ram. co CD UJo i; 0 ��°o 10 0) �: iA co �• ik LL 0 Q �- LL I e w @ LL , a n Z °' _Lu smog`� N IIIN 5 in�°rj6' W . w Z N Z Q F IL I Zco MLN U V 0 W z N M og z o � " _ co ^L/)' z a o Cz WCD 0M a--+ N LU � U 0 w o V) �Ly N Ln =:) C6 t� J loft r•- = E IngW z"� 4,• = = y c� ) ° < N 0 CIO Z M M ti $ ij S z J E CO O N O= U W z z ® oa (Q f- C ¢Q o 5 XU ra W0 U p �U o< O N10 qz o Q wz ¢� •y L VJ o y U N m� o O it Z JO Q W Nz ^�� Q- S o� " aZ 0 W W U co = r� =< J o (o go a O >L0 DI cc m (D0 i (0 V ` d, '^ U vJ 0 in tV L.0 a--+ 0 -0 N p CU O LO r � r ui m CV (0 LLO o Z z vi E r-- c v a E D m c0 0 as o c � JOB NO : 22-06452 SCALE : AS NOTED SHEET NO. SN 1 I — I is i 11 dl i I.. I I I FT.—,. I - I n ._,_ _i r - r ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES INSU 5/8" OR 1/2" HIGH ---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) -FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/21' GYP. WB (MIN.) @ GARAGE SIDE IF z ,PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _ TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH CO MOISTURE BARRIER , n SHINGLE ROOF, SHINGLES TO a . BE IN ACCORDANCE w/ASTM =III=1�11I- 1=�=1 I I — III ° I I I II I' D7158-CLASS G or H, or ASTM II-�=1 I-III-� o II I �I II II D3161-CLASS F, IN - I ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING -III III —I I I —I I -I I I I I I I I �I CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-011 S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"&%16" KNOCK -OUT BLOCK W/ 145 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W --NOTE: EXTEND W1.4XW1.4 WWF OR "FIBERMESH" _a- DECO FINISH 4" to 6" BELOW GRADE o '° Cl)� P 6 MIL VAPOR o (� I_I = - z *- BARRIER D II= T I COMP. SOIL. I I I (COMPACTED TO 95% 1TTI MODIFIED PROCTOR I II IT-[1Tf i I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 NOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" 53 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-, LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR ° @ 24" O.C.) 211 a ` z 31/2" MIN. a ELEV. 4-3 1/2" ° 2x4 CONT. a A, F.F. O ° TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH --- TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS a „ „ BLOCKING @ 12" Q.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. '2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH ATTACHMENTS 2' WWF OR FIBERMESH �31/2" MIN. J Ilk 0 � 31/2"(min.r 4" I t 1/2"(min.)- 4° GARAGE DEPTH VARIES 31/2"(min. - 4" i lI 1I11- l ^° I I I �I—I I �I I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. (2) #5 CONT. T -T-I t 11111 11 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL a STEP C5 SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" PAS M SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N�Mo�s It 2x STUD INSULATION PER FBC AND ENERGY �GON��Nv 8" C.M.U. FORM SUBMITTED WITH PERMIT 1 " x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL 10'-0" (R302.11) ct LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 1DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK @ 24" O.C. VERT, OR x 6"EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH `" 2x P.T. PLATE WEEP SCREED INSTALLED BAR T ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR P u GRADE 40 MIN. Fy= 40ksi GRADE M_ z_ #3 & #4 LAP SPLICE D FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] Z Cl) D 25" MIN. LAP [30" MIN. LAP] ;' 00 6 MIL VAPOR BARRIERI Hff1- I — I — °° #5 REINFORCING BAR R 1 7/8 ? r #5 LAP SPLICE == N I I p ° .—I I I�I I 36" MIN. LAP [36" MIN. LAP] - _ COMP. SOIL. kWIVIPA1,TED TO 95% MODIFIED PROCTOR ASTM �1 i III=III 11 III—i (' l=1' D1557) 4" 1' ' 111=i11 lii; I'I ;lii I I.. �IIII,,,IIi-; IIi� !II Ill-1i' FRAME WALL TO C.M.U. WALL CONNECTION rD`�� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE _ EE- • _ -(1) #5 REBAR w/ OPT. I 1=1 11 I I- 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 1 — 14 O.H.D. RECESS z 13 O.H.D. RECESS _ c� 1 M � r a r N p. a w " I 0? =1L=III 4n II °° ItLl-�l .a.. I-111! �. �1=1I ��. � • �� I —III: III II . III , If.• ' :. 111, , SEE A/S3 OR J/S6 --`I 1 1 j 11=I 11, 1 1Ff U 17 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6--- -I II I1 I 11111 �111 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP, BD. 1/2" FROM SLAB z 0'-01, �0 CONT. BEAD SEALA_I` a .. Q INTERIOR 4. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � e 00 C ' E N I I-1 [T— — — M 6 MIL VAPOR -_- - BARRIER i 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" !"(min.) - 4" I I- _ (2) 05 CONT. 4„ IT7{I rTTTTI 8 U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC SCALE:3/4"=V-0" k,S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE W p U m w��r���I— to 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH ; `d u I III�I��TTT�r � (2) #5 CONT. ON 3" CHAIRS 11 1 it 11 10" (TYP.) 8 1-4 8 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 53 VARIES 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.) r WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS \7 ��; ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN - _ -� TOP OF BEAM ' - '"WI T SEE ROOF PLAN FOR STRUCTURAL41 00 ° a ° _ co(2) HTS20 BEAM SIZE & _ CONNECTION INFO co° 7 2x4 #2 SYP P.T, FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 -Pi�44 — " g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE x > SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g I J COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING z 0 j cwn �::- 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN �- CONT. BEAD SEALANT _E 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c a' e - FOR COLUMN TO BEAM IATTACHMENTS TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 8" MASONRY WALL CONT. FOOTING STEEL - EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING, f ' Cl) w ¢ > ES 0'-0" FIN. FLR.� 00 z z = a w o O W cn wEEi p o = W U GRADE ' 11 1LU t, • =I =-I;I I" w „I-� I- z • • "• - -_, z Q — l L.—i ! I— M Q ;—� 1 - - I =I - —III— i � �' i -' :'-'''— —I � � III TAPERED COLUMN FRAMINI SCALE; 314". =1I =I 1 !=I -1 I 11- . FOOTING 11= v _ 11_ !'-1 �III-j =' =i =i ;_' BEYOND PAD REINFORCEMENT =1 1=l i -11'-' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 c®�m t%4 - i W W o_ N y _ O c �s k•,_+ cp cm 0 Z`0 Z'Zila� �t,,��V :``"t N t .E T: ee<a .e° is 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. tN W £ U Ia O N O V � � N r 0 (I)co co 'L9 R 4z V) v at tJi I LL LL W a — W Z o o O o W cc 04 o �c ILZ 1n � Z N OU V 00 W ❑ ❑ z N M z � 0 z o N � z �- o RI L a 0 LLj o �v) co U4i 0 8 °e U 3 O w MLj- y o Z c6 E Q Z� o a vo cEo ?o 0 O E N LM a p a z • � C y m o lo o Iz zmo J m<w3 ¢ tl [ 3 R z go LL a NW W �~ IJ o O wa I }o a V z{< 3 �O 0 = ) LO Y N O d m c� (o �� T Cr U m N LO 0 11i 0 (.0'� 04 L ui E C`V CD o Z ca z Vi T m E i°a ¢a o °mc JOB NO : 22-06452 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 w 1 r` m 0 0 J C 0 v Q CD 5-1n FE co E O 2 v �i 0 U c U i 0 a a 0 •U J c� N 0 0 a 91 0 a Q m v Co 12 !!�jYp) SEE ELEV. SIMPSON SP2 W/ (12)10d NAILS AT EACH STUD (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 TONEAILS SPACED EXTERIOR FACE OF BLOCK DOUBLE 2x TOP EVENLY VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS I CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O, BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF TO DRAIN C• EXTERIOR WALL 4L WALL CLEAN -OUT q SCALE: N.T.S. S(� 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL 8 16 BLOCK 12 (TYP-) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER x8x SIMPSON SP2 w/ (12)10d \ �j NAILS AT EACH STUD \LAJ —DOOR OPENING DOOR OPENING Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. /T (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 SIMPSNAILS AOT HEEA. A20 w/VERTICAL/WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT71 IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B 11 MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J : ' °a a d 11 a G , a d g' STD. WHOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN, PLAN FOR LOCATION IF NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. Sq WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91l2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL __l LU FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAYBE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a d a a s a d s SEE PLAN FOR FOOTING DIMENSIONS POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. l 96 3/8" 88" 1 71" 1 41" 10" 6 3/4" T�7 �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.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD, 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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, SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NnT TRAN..RFFR I OAn 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS -STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 3E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL - 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 kSPLICE NAILS TOTAL) EA. SIDE OF 4$, SPLICE STAGGERED MAN �10d @ 8" 0/C ATTACH ALL EXTERIOR STUDS W/ (4 16d TOENAILS TO 7 P 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 J SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND B8/S1 FOR ADDITIONAL DETAILS RECESS / LINTEL SIMPSON SIMPSON SP4 SP2 / NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SP4 SIMPSON SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U z a 2x TOP PLATE V U' 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REfNF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° ° o ° ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1 1 /2" SDS (2145# SPF) °e ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 2 1/2" SDS (4565# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 2 1/2" SDS (5645# SPF) `` • HDU8-SDS2.5 w/ (20)1/4" x 2 1/2" SDS (6970# SPF) • HDU11-SDS2.5 W/ (30)1/4" x 2 1/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. & 8" 9 EMBEDMENT w/ WASHER NUT • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. a MIN. 8" EMBEDMENT w/ WASHER HTT / HDU TENSION TIE N & NUT SCALE: NTS SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE /- ROOF TRUSS ABOVE / LOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. -MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED o o TRANSOM FRAMING BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0/C BOUNDARIES 6" 0/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R� SCALE: N.T.S. c�a d� - > W ' `Po Q --o`2. a c da� t+c cv Y u Q �•,� ? wo 9 � E o tpgpp qq 0 r�. N ' ee o % CmS v. 4 ;e , �Or� °eY'e eee Q•A�� °'e• sae66e��e°6 . 4 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. to W vE 4 - M C', 6 ISN o 1 10 _ co N N c 0 U)I­ r,-- 0 aj N 0 4 C J LL r W W /n J LL W a VZ - -o a Y CIL L N " w o W _ 3 N V) W �916' m w Z N 00 J M Z f- Z OHo W Z N M 0 z N z o � Q �. M UN � U o u- 4-+ (113W � � V O W o N �_ w U W J s z _E U ) c w o ° _0 N C:, W C,Z o J L E zo �� YN < � Q � o E V �° Z® ❑n c zo a` w� _° 0 °a C) az o Qo wW ro Cn Cy m� U U� z - C U mo >z °`` Zzz ¢0U W Q w a mw J Y � 0 IIII� < zla W: C O 0 to i Lo O CO CO ir- V N a--+ co LO O r CO .I� N 0 N LO ca LO o z z E t— `o c ca a U Q p c .j JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (z 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0 O/C EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Old & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. END ' BLOCKING 7/16" OSB SHEATHING FATTACHEDW/10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7f16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS 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 BOTTO7 M CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Old & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 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"R' P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL ljl� (2)16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO I I SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT V-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1063" @ 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHERSIMPALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS MOISTURE BARRIER NOTE: IF EMBEDDED 110d 1 1/2 NAILS IAT EA?) @ 81(4)1/4"x21/4"TITEN 4 0' 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24° GABLE WEB SECTION WEB, USE MSTAM36 wl (7) 1 O.C. MAX) w/ MIN. 4' 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. 55 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP f SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR 111,2 ' SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `° 60 00 2"x4" CROSS BRACE 2X4 RAT RUN BRACING 1 1 2 1 1 2 , RIDGE F. 8" FROM RIDGE FASTENED AT AT 24 O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS `T1�it1� 10d & (2) 10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END 11 AT EA. TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207 , L = 41/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL F SPACE AS SHOWN FOR 3-PLY 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE vSIMPSON SP2 w/ (12) 10d SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD SECTION 3 SECTION 4 SCALE: N.T.S. 55 SCALE: N.T.S. 55 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/ 1Od NAILS @ 6" O.C. ED ES AND 12" O.C. FIELD XCJACK TRUSS SEE PLAN FOR CONNECTION 0 THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL 11= EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 11063'" @ 4" O/CTEN WITH 2)12dOTOEINAi SNG / NON - LOAD BE LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-o,, S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION rg ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT 21'x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" ISH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z —1 a BRACING w/ (3)1 Od x 3" AT = EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L BRACE 2"X6" (U.N.O.) L BRACE 24" 0'0" - T-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 1063" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4°x1 1/2" SDS^^ ^ 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 1 V-0" MAX. v 9c� W CORNERJACK � � x U ° w z cr O U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X"BRACE SEE DET. J/S5 -t 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL41, GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -f FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 441 MM INN MM NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" 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 coo c.o CI%4 cy W O � O Q r N N CL - - •�EL� sac 3 � 10 3 d � ate'-1; en a- E �'.. ,v 0 'v tv cli d�- °� < C �O 0 M uj .� �o •••. L SSIO�� �Ale0111111 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W "TE U Fj co Co N co p cnnr� coa Q C I W LL LL a J Z — O R Y 0 w q oQ: > @ N (0 W inO'a' m w a MZ¢K N OU o Z W 0p V M �` N O co2-1W NN¢ z O Q ¢ s. J N m (n N Z'a L% o W a--+ N U 0/. o w U! Ly N w �V)Co U 1­- _ E bigLU J _1 8 0.. S U a W 0) • �0 oCID w M z a Z Z J m 0 N E O 0 Z a ~ _ QQo Xu as 00 Do gQ O E ¢0 Wz t6 z o OY �Z �m Oz J <w rn N ¢ z o� a �z W U �� aLL 3 1 J O C.0 uj, W. � T a 0U V z 3 O O i > Lo i..L O �• rn � m V ^� i m N Ln 0 -0 04 CU 04 N L0 6 m 04 � (0 rri LO o Z E r d U J Q 0 J JOB NO : 22-06452 SCALE : AS NOTED SHEET NO. S5 -- -- -.. X _�I -1i 1� _= I [_:-IIrGF I 7 �� - �. ��i. _ _ __ �- i r I a - i � i . I � 11 .I I i; JF. lip � - I I .. 3 w I co i M to N 3 0 L a N 0 rn 3 tz Q N 0 i a E N E O x `c Cn _N fA U C U i O i o 0 0 a, LZ CD N LID a CV 0 N c a m 0 N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 / INSULATIO BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER\ = O 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY M I-1 ( =1T_I—III—I a ' I I—III—III=1 6x6 W1.4xW1.4 1 —1 =1 1 HEM I I °' ° °. WWF OR FIBERMESH I-� I�I I I I I I II I I I I I d -T_ITI-1 IT I I ° • ° FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w 0 LU oC „�-- 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER �`t- METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT f7PAPER FOR MOISTURE JBARRIER STD, 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH — (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U_LIJ v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE -INISH GRADE00 U71 �I ��,I�I�I�I,,,III li'—STD.90°HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUDt 2nd FLOOR W BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL — *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 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER sl_ocl<s FEND SHEATHING TO )F BEAM OR GIRDER iTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS OP SEE FRAMING WEEP SCREED CD'- PLAN e INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w! (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS'r FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS Lu WEEP SCREEDLU INSTALLED PER. MANUF. to O SIMPSON HETA20 w/ (8)10dx1 1/2" I U) NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD F(MIN, SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° .— ° ° .°° °. 44. — CO d 4 °`111- I ITI I—I�I I IT—�I�I I II��I Ir ' (3) #5 CONT. ON 3" 8" 1'4" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB �I EXPOSURE 1 x II SHEATHING — —__ PROVIDE II II BLOCKING AS REQUIRED PER II D II SECTION X-X IF i NOT FULL HEIGHT SHEET C II II II II JI — IL G FLOOR SYSTI M (2)- 2x TOP PLATE BEYOND I —g• TF 15/32" OSB T 'I II EXPOSUURR EXPOE 1 �. F SHEATHING Lu uii ' I II II II I SOLID 2x IIIC III II II II I @HEATHING ALL o C SBLOCKING EDGES(SEE III OPENING11L SECTION X-X Ld III C III x i-1, L II w II IIF x E _ W 2x STUDSLu III I III II I) I) BEYOND. 0' SEE PLAN o III I I I II I II I II II I I 0 II Ll I — LI Ile 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM MA1 I t-I r-XIA'rl^Kl MIAn11ARA 3/8" "S" = NAIL 3/8" SPACING c 3/4" S 1/2„ ° S —1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ Y O.C. STAGGERED FOR SHEATHING VFRTI(:A�NF. SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) QFNr,,. 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 y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o w JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT -' PENETRATE SURFACE MORE THANY8". co OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL - LL 2 Q NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. V)i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J w0 LL � O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J >- d { O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. d WI-000 v~i O If M LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N O LLO MEMBER IF GABLE END " _U) NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED- - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTAL @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH :d e a° \° a r' d ' IIIIIIIIIIIIIIIII ° °` ° 4 °• °--°-1 I III^III (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE u m N C%4 i � p Cj K LA_ a v cb o L o A y •� dN 2 co AX, o' — cr � 3 eo cc 0 .d`. ar va 0 Ott CV tort v) . OS To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W vE co 8 st0 O N o 0 a, m a N t- �, to N M '! # LL Q C J LL W /n JLLL1 n- uj °52 Z Morn E2 o W 0, 2' X Z LL - Z� 0 "I co Z d N O U �d WLL ❑ Elm '�nn V M CD :2! 0 N z o � N N M � z a ^ ' CD C1 W.2 — LL +� «, i j— O w V) rV r-- _ E — � 3 I ¢ vC,, o N o !m r, o r� � M M �' ¢ zo � z z � U_ Z O } � Q N Q C E o W z Z® oa H o E x �¢ �o �H no Y o mo 8 z z 2 �, N ¢ '� a� Z z , W a S ¢p nw r- aLL =� ¢T0 zIa 3 C O C) i a > II.n O ai m 2 C9 T ^ � r � r ^ U v, o N 4-1m LO O M cV -0 O U) T < T ^ E Z E mig ` d U _j Q 0 � JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. S6 (MONO) UTIT T _.TiI bb li,l:: l!i 1 - - - 3 w I r s m W 0 a 0 0 V) rn a 1-11 d 0 x v c N N r FO v C c0 Ci- 0 i E 0 J tZ N N 0 0 CL N N 15 0 a m v v N SCALE: '= 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT' STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. D 2x4 SPF NOSING GLUED AANDNAILED MATCH NOSIN— OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2x12 TREAD i GLUED AND NAILED ' 2x� I DRAFT ST P 2x4 PT NOTCHED INTO STRINGER AND TAP \ 2x8 SYP DRYWALL STOP MUST CONED INTO FLOOR WITH GM!NOT TOUCH STRINGERS AT STRINGER CONTACT L / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" MALL J—A ALIGN THIS STUD WITH rFACE OF 2ND RISER 3YP CUT TO FIT >RS IN WALL I 2x12 SYP BEARS IN WALL I I -2x6 SYP / 2x4 SYP BLOCKING l 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) fI EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 61, \ 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN a' AND .2' ' 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 +-2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 ' ROVIDE MOISTURE \ PROTECTION / LATTACH ALL COMPONENTSSTAIR TO CONC. W/ 4" XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ a' X NAILED TO STRINGER 2 4' TAPCONS @ MAX. 32" O.C. \ / GA'�� TOP OF 1 STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP r MUST NOT TOUCH `STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 I OR LSC EACH 1 2x4 PT UNDER 2x12 \ 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER (SI) 1Od x MTS12 w/ D NAILED TO FLOOR WITH GLUE 1 1/2" STRINGER CONTACT POINTS \ NAILS) x SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" " PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D SCALE. 1 = 1 -0' -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE—� AT STRINGER CONTACT POINTS -1 J F� 2x4 SYP BLOCKING WH FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) !i �I= 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx4/GLUED AND NAILED TO STRINGER -KOR DRYWALL SPACING SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: J" = 1'-0" 3/4 PLYWOOE ON DECK ---2x8 SYP GL AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER X OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR \ PROVIDE \ / I BLOCKING ❑ 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 a"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = T-0" F SECTION VIEW SCALE: J' = 1'-0" BLOCKING_ SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND IED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO BRING WALL BELOW WALL JOINT YWALL TO ✓ER JOISTS) H /I 2X STRINAR 2X BLLOCKING SIMPSON MTSJ2 w/ ' (14) 10d x 1 1/2" AILS \3�(VD OR 2X BL05KING 3 D RISL� / VARI E SECTION VIEW "H" SCALE: 1" = 1'-0" C14 `I C14' 0 CV o CL- o w ul '- a a� C" I F ,�-4 a> A p ci C) 0 P. 1 c�v v`r. -o GJg&6(�E To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v EEO 0 CU o � � C"N ti p eo r r J M 'C:, Q C J 5 Ji z -j LL LL 5 a C - -o a �[ Z W-C� o oM Nco o W - oo m w IL LL Z LO C0 z Q z N OU W ❑❑ M p!!2 Z N (D z o n J - N cn z CD v o c f>3 w U 0 w gOft N � YZin U — 1�.. L S L S U a N c U) o ¢ 0 m ® 0 CD � M M o Z Z a 2 J E =o Z© 14 Q E o w� o� 03 o E N K O a� �0 DOU 0 �< az t� L Mz CO C ¢ ❑ w g ma Z C U h U Q W fn a 3 Z z g° 0- 8 0 a w w U w �o o. X� w CDwa �O a dam- z c0 LO rn c� � ^1 i co Q CL U) m LO O � CD cv -Q N LO T Q T Q E m E N � CD vi Lt) d Z z E .7 - c m E v 0 c a ¢ o JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. ST -17— rr I II i I I 1 11 I t116 tl TI FF F-F-1 I I - 1T..-. + 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 �1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT _jTO PRODUCT TO PRODUCT APPROVAL FOR CONN: APPROVAL FOR CONN. �' / 1 X 4 1x4 P.T.APPROVAL FOR CONN. ! /� /! , /%/ 1x4 J FURRING 3/16" � X 3" LONG /!X FURRING (2) ROWS 3/16" x 3-1/2" %/ FURRING 3-1/4 LONG X 3/16' TAPCONS TAPCON 16" Q.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRY THROUGH rr 1x4 P.T. & 1x8 P.T. 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT EACH END W/ MIN. TO PRODUGT APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER APPROVAL FOR CONN. ; %%- 2x8 P.T. w/ 2 ROWS 3/16" 2" EDGE DIST. % ( ) TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. ',/. ; j (2) ROWS 3/16" x 3-1/21 ' . /�� ' O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN! 4" FROM EACH END wl 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. ri-i /Aiv nFTA11 BUILDOUT (a� OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA rT� 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 SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX fi SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 ------------ B_B ARCH DETAIL K SCALE: N.T,S. SS 2'-0" SECTION A -A 8" 1/4" x 31/4" TAPCONS CLEAVE 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.B #5 REB, (TYP,) FILL SOLID STD. 90' HOOK (. BOTH CELLS 771 NOTCH WEB AT t5^ FIRST 2 COURSI ""' '.� ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"1 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'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ 12 S MIN. 4" EMBEDMENT AT 16" O.C. JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS IMPSON 2X6 TO 2X4 H2.5A w/ (10) — 8d NAILS JACK TRUSS PROVIDED By—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH ---� NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4%" 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 i GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 318" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR 'IN". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER i OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIPSk ::j 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 , ° ; P REINFORCING AS FOLLOWS: * D T FURROW. PLACE LOWER HALF OF MORTAR IN BED JOINT. ONO— N SEALANT o o — — r — 1�1 f�l 1�1�-- . -'`'_.;`; .�' - '-, ; r * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ v � COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH, DO NO FURROW. REINFORCING PANEL r °— ir" r F PLACE FULL MORTAR BED FOR JOINTS T REQUIRING PANEL REINFORCING - D NOT U 0 E R O SNO R U 0 G 0 Q III — III GRADE -rr- FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: M z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T 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 \ ' (2) #5 REBAR. (I -STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 01 J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. L FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦♦♦ DO NOT DO THIS ♦♦♦ *# #5 #5 REBAR (TYP,) ♦♦♦ ,R ♦♦♦ ♦♦� ♦♦♦ 0 TD. 90" HOOK (TYP.) YP.) ♦♦♦ ♦♦1 E7 L: ♦♦♦♦♦ +2 NOTCt1 6♦Al ST COURSE FHE ♦� ♦♦ 21x BOT. PLATE W/ (2)10d @ 6" O.C. _ 3!4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d " @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w! (4) 1/4x1 1/2" SDS SCREWS _� _ INTO BAND JOIST & (4) 1/4"X2 3/4" -- TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN I I I i F CHANNEL, FASTENED PER NOTE 2 BELOW-1-1T—L CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA — 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD — DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2, 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" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2�- + + + + + + + + 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 Z-6" 4 * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. G4FNOTH (2)10d NAILS @ 8' O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT I , IjJJV' SEE ELEVATION ' FOR OVER HANG (MAX. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF.HPFT n9 Ai 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 MIS MSTAM STRAP SCALE:131Y - r cr Z 0 fn d 2 o LU I— U FILL 1st 4 COURSES SOLID W/GROUT u b: r FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' ' • a . ' ' •. e' OVERHAN •.A. a.' RETROFIT WALL OVERHANG DETAIL (Ii FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 51-0 1 1 NISH >• 'of e s #5 BAR D. CENTERED W/ g 6 1N TOP q r e ; KNOCKOUT / c� " ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS - CLEAN FILL DIRT Z °.• ° STANDARD q 90° HOOK N #5 BAR IN FILLED CELL, �, i - i • , IN STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" ATE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4 x5 MIN. HOLE SET BAR IN EPDXY SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. Ci `. CV o 0 B d-9 n' (n > u.r a o ra o,v H �'o °'�= s 1% a� so•SO a. to C. = E � o 0 �a ?I� 0" i rt o bst3s�lia0'v0� 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. rA U ® N O S' =wog - 0 U) M # LL 4 � C W J Li _ a W @'rn a r Co o o N O Z L IL Nce) Z Q N O U U w C3 CJ z N o g N z o � a Vi N z aCz c� o LL (II � W V 0 �(10 w o U � LLJ J E s g I z�' c CD N 0 o 9w co M o Z < < N E Q o o o0 >9 < < N oa < 0< w� 0. N L� r <o 0 Q aZ J L ry CY 0 U m 0 0z Z ^ Q% Nm <W In -' aL`ni ' <� o �Z Z 5z Q w a NW U o� O ¢X0 < < O za R < x 0 H U9 0 O = > Ln 0 111 rn B c� CT ^^Q I..L o N ca a--+ Ln CO.0 CV 0 im ri N L0 T Q T ui Z � N �; Ln o Z rEo E T v c m a E U ai Q p JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. SS -I n�i � c�iin-nrrr- IF - It r r- ---� -�- CROSS BRACING DETAIL (TYP.) 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 NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PREIT LANDS NDS TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 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 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. � -z-WOOD TRUSS -J A TYP, WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" - • `� (2) #5's CONT. T&B w/ ° a #3 STIRRUPS AT 4'-0" WHEN DEPTH a EXCEEDS 30" GRADE - - - z_ • - 1 -4 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 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2 �� — iF • ` - 4„ _ ° W F- z U) ° PORCH SLAB SEE N - C FOUNDATION PLAN w - w cn 2 .. z 2 #5's CONT. T&B w W/ #3 STIRRUPS AT - o iv z 4'-0" WHEN DEPTH ='-i , T EXCEEDS 30" - ` ., LOWER OR 316 GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 3 SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 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 G.T. - - ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) C (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE —� PLAN EXTEND SLAB 1 1/2" - (2) #5's CONT. T&B w/ �4� 4 ' #3 STIRRUPS AT 4'-0" PORCH SLAB SEE _�7 WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" GRADE 7A z 1 -4 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY I KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN I REQUIRED INFO 1 MASONRY KNEE WALL MAX 3 = 1 COURSES w/ TOP K.O. COURSE CM BASE W/ (1) #5 1 z O wQ _J w lu w U) Ilk t 1 w/ (1) #5 CON T . FILLED CELL VERTICAL EACH SPAN MAX 6-8" CORNER FILLED 1 1 MAX 3 SOLID. SEE ELEV. j COURSE FOR BASE SIZE (3) #5's EA. WAY 1 1 --- =` - - - V- ° ° _ s a _ -- - SLAB PORCH SLAB SEE a 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 CONS MIN xORTO INSTALL SEE CUT WEEP HOLE SECTION FOR #3 STIR`RHEN DEPTH • T g ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER V-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt SEE PLAN 'IMPSON HUC410 w/ (14) - 7 FOR CANT. 6d INTO HEADER & (6) 1 I Od INTO BEAM - SEE I I I 1OOF PLAN FOR MORE I I I VFO 1 SEE FLOOR PLAN FOR 1I COLUMN SIZE & BASE 1 I I 7/16" OSB FLITCH PLATE CONNECTION INFO — I I I --- --- REQ'D ONLY WHEN L-_ _ ____J L--_ — --__ INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR — SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC INDICATON ED OPTION B CONNECTION INFO OPTION C COMMON BM TO POST ATTACHMENT r EXTERIOR SHEATHING A ATTACHED PER SEE ROOF PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & SP1 w/ (10) 10d NAILS CONNECTION INFO. AT BASE SEE J/S6 FOR MORE INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ _. _ _ __ _ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. i 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION C@ 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) CORNER G SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 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" = 1'-0" 12' CDX PLYWOOD OR 16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. _ 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP a ° d' e GARAGE OR .- LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2„ J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT a ; - a a. Q Y'4 IN HOUSE AB 4 4#5's CONT. T&B #3 STIRRUPS AT 0" WHEN DEPTH °CEEDS 30" a d e 0 g. 1 t-4„ SECTION GARAGE MONO 21 SCALE: N.T.S. c� c CP w 0 a�Q 1g N O tU �Q�as °nsa N Q� a o 0 w •" G ,� _ f, e FLO 41 ),ASS°StON�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W d E 4 8 0 0 V v W N p 00 co co . (0 H iq , 2 N O # LL iii aj M J Q C J LL W co u- a 0 u, z o �S N O W r°�rnrn m N Mz Z N OU o W 00 z N M 0 N Z 91 Q J N M �N z N � _ w U � O,.,o cn w c, agoB A.! m — E U o • N AM ti co w M .1 ¢ z M o L Z O z N Q E W D z® oa a< o E ao °z o� azWW N o o` oz Y cn J �� �Z Nz s< go W a d LL N W (, ao r- a� �3 1� J z o m, �o a �V za o� In 9 LC) C) M 0 comt d. T ` r ^ U CL U) N O � M N O o LO ni C\V o m ti LO Z Z E T c d U Q 0 cc 0 JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. D1 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 CONS MIN xORTO INSTALL SEE CUT WEEP HOLE SECTION FOR #3 STIR`RHEN DEPTH • T g ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER V-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt SEE PLAN 'IMPSON HUC410 w/ (14) - 7 FOR CANT. 6d INTO HEADER & (6) 1 I Od INTO BEAM - SEE I I I 1OOF PLAN FOR MORE I I I VFO 1 SEE FLOOR PLAN FOR 1I COLUMN SIZE & BASE 1 I I 7/16" OSB FLITCH PLATE CONNECTION INFO — I I I --- --- REQ'D ONLY WHEN L-_ _ ____J L--_ — --__ INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR — SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC INDICATON ED OPTION B CONNECTION INFO OPTION C COMMON BM TO POST ATTACHMENT r EXTERIOR SHEATHING A ATTACHED PER SEE ROOF PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & SP1 w/ (10) 10d NAILS CONNECTION INFO. AT BASE SEE J/S6 FOR MORE INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ _. _ _ __ _ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. i 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION C@ 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) CORNER G SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 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" = 1'-0" 12' CDX PLYWOOD OR 16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. _ 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP a ° d' e GARAGE OR .- LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2„ J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT a ; - a a. Q Y'4 IN HOUSE AB 4 4#5's CONT. T&B #3 STIRRUPS AT 0" WHEN DEPTH °CEEDS 30" a d e 0 g. 1 t-4„ SECTION GARAGE MONO 21 SCALE: N.T.S. c� c CP w 0 a�Q 1g N O tU �Q�as °nsa N Q� a o 0 w •" G ,� _ f, e FLO 41 ),ASS°StON�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W d E 4 8 0 0 V v W N p 00 co co . (0 H iq , 2 N O # LL iii aj M J Q C J LL W co u- a 0 u, z o �S N O W r°�rnrn m N Mz Z N OU o W 00 z N M 0 N Z 91 Q J N M �N z N � _ w U � O,.,o cn w c, agoB A.! m — E U o • N AM ti co w M .1 ¢ z M o L Z O z N Q E W D z® oa a< o E ao °z o� azWW N o o` oz Y cn J �� �Z Nz s< go W a d LL N W (, ao r- a� �3 1� J z o m, �o a �V za o� In 9 LC) C) M 0 comt d. T ` r ^ U CL U) N O � M N O o LO ni C\V o m ti LO Z Z E T c d U Q 0 cc 0 JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. D1 SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER G SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 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" = 1'-0" 12' CDX PLYWOOD OR 16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. _ 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP a ° d' e GARAGE OR .- LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2„ J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT a ; - a a. Q Y'4 IN HOUSE AB 4 4#5's CONT. T&B #3 STIRRUPS AT 0" WHEN DEPTH °CEEDS 30" a d e 0 g. 1 t-4„ SECTION GARAGE MONO 21 SCALE: N.T.S. c� c CP w 0 a�Q 1g N O tU �Q�as °nsa N Q� a o 0 w •" G ,� _ f, e FLO 41 ),ASS°StON�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W d E 4 8 0 0 V v W N p 00 co co . (0 H iq , 2 N O # LL iii aj M J Q C J LL W co u- a 0 u, z o �S N O W r°�rnrn m N Mz Z N OU o W 00 z N M 0 N Z 91 Q J N M �N z N � _ w U � O,.,o cn w c, agoB A.! m — E U o • N AM ti co w M .1 ¢ z M o L Z O z N Q E W D z® oa a< o E ao °z o� azWW N o o` oz Y cn J �� �Z Nz s< go W a d LL N W (, ao r- a� �3 1� J z o m, �o a �V za o� In 9 LC) C) M 0 comt d. T ` r ^ U CL U) N O � M N O o LO ni C\V o m ti LO Z Z E T c d U Q 0 cc 0 JOB NO: 22-06452 SCALE : AS NOTED SHEET NO. D1 (1) SIMPSON LSTA30 w/ (22) i (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) I � TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. -.. CONNECTION. 2x CRIPPLES 16 .C. O @ (2) 2x SPF TOP PLATE FLUSH W/ TOP ' BLOCKING iNFO 0 SEE PLAN FOR CONN. W/ (2) 12d TOENAILS TB (2) 2x HEADER SEE PLAN 2 OF MASONRY & 8d l ; ;• NAILS T/B FLANGE BLOCKING ° /LO 1. APPLY SUB 3 2x # SPF O 2 10d TOENAILS AT EA. O INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ 2 - 2x SPF TOP PLATE O END OF SILL. MAX. O ( ) 1 2x SILL PLATE W/ 2 12d TOENAILS. 2x STUDS © ADHESIVE TO �� 8 Q.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING 1S GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • • •; SURFACE 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x ~\ FLOOR SYSTEM 1 SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ 6 A SIMPSON LS30 w/ (6) 10d ( ) 10d x 1 1J2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @END OF l I CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB ----------------------------------------------- •°• ; ; G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK �� " INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL . 2x CRIPPLE AT EA. END OF OPENING w/ 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• •• SHEATHING (MIN. 7/16") FLOOR TRUSS/ TO STUN ABOVE AT NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°• •°� VERIFY W/ PLAN 8d NAILS 3" O.C. @ JOIST SEE PLAN (2) SIMPSON MSTAM36 w! I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ 26 10d ( ) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM 8"o c @ FLOOR TRUSS/ I -JOIST SEE PLAN TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24 WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR 3 HEADER CONN, @ 2nd FLOOR/"'4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. 1�11,j SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS 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 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. OSIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED c- . SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT L : q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d HEADER w/ (2) 12 TOENAILS w/ THE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE SEE PLAN OR SIZFLUSH E 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 THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN ___ ______ ; ; 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) (2) 2x HEADER o G MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE V:(2) 1 I CONNECTION SEE PLAN E 5/8" A.B. 24" O.C. AND 6" FROM O END OF HEADER SEE Q/S4 FOR EXTERIOR HEADERS 12d TOENAILS. SIMPSON MST37- STRAPS w! (42) 16d NAILS SEE STANDARD HEADER DOUBLE 2x6 OR 2x8 TOP EACH END W/ 7" EMBEDMENT, IF REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) CONNECTION DETAILS FOR PLATE SEE PLAN AT STEP DOWN LOCATION, MIN 7" �. OPENING LARGER THAN 4 ft (2) 2x MORE INFORMATION EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR12d NAILS AT 6"E �xSSPF PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B C FOR 2x6 WALL, SP8 FOR 2x8 W! 2 12d TOENAILS T/B �) - (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. 1 1/2" (USE SP8 FOR 2x$ (2) 2 x #2 1 WALL) @ 24" O.C. H FLOOR SYSTEM SP6 USE - SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. _ EWALL OR BEAM WALL AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) i STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS g � INTERIOR HEADER 2x SILL PLATE W/ 12dTOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE -- -- --- SIMPSON HTT4 w/ (18) -- -- --- 16d NAILS & 5/8" BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) (2) EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN V.ANCHOR BOLT w/ (2) 2x TOP PLATE E F SEE PLAN TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ 7 () 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT () SIMPSON LSTJ2 w/ 10 10d 2 ( ) NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. 6" O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS ,. ° . TOP AND SIMPSON SP1 wJ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. ' ' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN , TO ANY GIRDER TRUSS IN THIS - V`- 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND sTUDs BELOW BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY.� s 2 STORY COL. GIRDER SHEATHING CAN STOP ONCE UNDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. • �"A ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED t (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT, CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B ° THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. A' EXTERIOR HEADERS • 3" 0/C � .y-�� �qT Np 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE 12d TOENAILS. 2.1-� 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB INFO. 1 2x SILL PLATE W/ (2) OPENING LARGER THAN 4 ft (2) 2x 4 �' TOP SPLICE (1) 2x SILL PLATE WJ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ O 6 � ° A END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF ;, 10d x 1 1/2 EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD • ° r8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS A7 EACH END OF . • BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 114" V TO BE INSTALLED AT EACH END. PLATE ATTACH Ae END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK j` ' FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. = ';� AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM 9 FLOOR [DOUBLE STRAP] rj_o- TOP PLATE SPLICE DETAIL SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. c� cis all sw �12 �� N y c6 d �., cc o rs Q6 ®,. E < . U �! � 00. �.� �; •, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal �E O y ® N N N ro R/h �W 6 1 C LL LL LG J LLL a N O IL 00 N Z G J a N OU w p� N o N Z - VI N^ N M z Q) `o 4_j LU Q U O N C6 7- v LJJ all J E S = � z� v AS W CJ M y ¢ o z < CL ® E w° >� Z® °w¢ U a� r O� E R0 OQ z ,O O� z N O -� L :3 (/) Q ❑ < i' Nm m o z v Qz 3 Sc gz a <o 0w � J� �s o C:) co wa ,o gla o °O = rr > L6 o� coT' Q U r � s N a-+ m Ln �-+ C N C) N L0 r a� 3 0 N �% o Z fC z - E �--cc N @ a E0 0 _ ? cc a o c JOB NO: 22-06452 SCALE : AS NOTED SHEEP- NO. C2 3 S W I M i Z M r') co rr 0 J 0 0 a 3 a i a E iu E 0 c v tZ rn U co i 20 0 .6 3 a2 L� 0 N 0 o d N N cV 1n Q a 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 t ­ 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 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' 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 S DO NO' BOTTO FANG SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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 Pinstructions in each detail that corresponds to the numbered items in the list o 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 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN ;LOPE- ---- ✓E BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ----, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR, ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING v 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK ,E AM Q 1'4" PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING WINDOW UNIT SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means SELF -ADHERED FLASHING] BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. iItWIRE 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 FLASHING REQUIREMENTS 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 %F No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and �l building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1r R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 1 ' ! wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 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 RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be F ASHIN WSEE INDOW FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied NGE(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 VERTICALLY A MINIMUM 6" RELEASE PAPER TO ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings Pr, shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER 1 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. :LF-ADHERED FLASHING ITCH HERED FLASHING 1 2 4 5 FOUNDATION WEEP SCREED --- --- 1 I j I . STRIP OF SAF I DRAINAGE PLANE WRB j BOND BREAK WRB l I : Ij SF LATH l WRAP DP WRB ONTO THE VERTICAL I I SURFACE TO TOP OF I I = I FLANGE AS AN AIR � II II BARRIER I I I 3-1/2" INCH FLANGE I I I F______ Ij z Ij g l u _ D- hr STOP THIS GAP IS A RESULT OF EL NATURAL NATURAL SHRINKAGE. U) - - - - - - - - - DO NOT SEAL. C/) CONTINUOUS BACKER U ROD & SEALANT DRIP SCREED PLASTIC LU ACCESSORY o: Cr 0 SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) - - - - - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS �5 Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF i - ---- ---- l; DRAINAGE PLANE WRB 'I I r I ; BOND BREAK WRB I I iy SF LATH I I I`_-------------- I / Cement ER STOP Plaster NUOUS BACKER ROD over block ANT 1 st floor VTITIOUS FINISH 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 G' 0 eV > W e e o c3. C'* E 'Otg;� .� � v 10 w+ g - " ,c a► y N r` N r� O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W v E v a, - m N 0 1 0 � 0) # a J�� W l6 � Z - aC li � Y 01 -9 o Wc°n�O'O' m Z LO (� Z Q J 0 IL" o0 Z W ❑ ❑ V M a�-- N M 0 z � N z o � n u, N m N � a � o (� w � V � 0 wOft V) c w V z 9 w - E - M s S c y U o co o CJD �w co M o Z J L.L E zo Wo >ro <� Q o E0 Zo I- o00 X U as Q U 0 E C:,`o ¢❑ &a rW W� �N ss c z y mo Orr Z, Z �m ¢w rn Fo z Z g ° N z � LL 4z U W W T ?y U W ? f F �� oLL uj C:) V ; o < zIa � 3 G 0 CD La it) ry Ccc iT cc c� C T I..L� m LO CO N 0 NLO Q M LO o Z E 1- M c IL E a ai U -J Q p JOB NO : 22-06452 SCALE : AS NOTED SHEET NO. WP1 hil"Inting Btwckets (lit G. +V2'x4-lt2'x2-1r Site Anchor 1 i'T Dia. A32 1,Y0 8KR Cross Support ' (May be cut to W) Brackett (1 G Gauge) - #14 Self Drillingp Screw$ 1 �5i8" A/C Unit $txtom Edge Hurflne Strap (rVpical'3 in Root) WAshwS Front Crass Support Se1R.(Xkin Flirts (Addy be cut to W) Let Bracket (16 Gauge) # 14Se t-Dri i Rif m sfu Brack, ets I 1 rl:) Bafik Crass Support Into A14C Unit Ricittorn Side (T1 pical: 3 each side for hurricane rise) Sisucnc. 1q{eprl4plr6 Leal' cau"u". act PMVUW rxvtis `­�6 Hem aiarC'Alr I'l Sect IMMU a upon tY bath i liftIA r l Florde Department of Business& Professional Regulation P et VI Building Codes and Standards 12116rzg21 ProductApproval Application Detail Fsg4 Entity or ,Dg[k owe rate Pending cats 7_ygg Version MarwrfwAyror. codau Enol'nuif& Lksnse Validated by Vented Suilkinaed FWAncroyal Aparo1i- -status Affirrnetbn 2020 Smart Vent Products, Inc, Mlcheel Greham Hermes F, Na P.E.. Lmhe l3weden P.E, 12MW020 121101)20 12R8/2020. Apprme d caregorF.. ettructVal Components (877) 441-8368 PE-73776 (334) 300-1800 SubCategery: Products heodluc dl asa Rewlt of InfotlIsmedventcow Flew Technology Campllanm Method Eveluatim Report I = Florida Registeredlvdnitact-era Limse4 Florida Professional Engineer . _ Quality Assurance" A DDFOWdfer Use "Aucroved for Use 1111D�g5 .. - &991g0 AMA PfuduwlYladW-. Number or Name Product Dascrbtlan Contra Ezoirrtioneeta In HvZ Outside HVHz � 1 &manVem Modet #1540.510 Dual Funcum Ffood End Ventilation Vent 12r}12033 Yes Yes NA +100/-1e0 2 Smart"'rt Mo01#154MIl Dual Fundlm'Flood-d Ventilationr Vent 12/3f2028 Yes Yes NIA +ioolloo 3 SmartVent Mader#15gU5W Insulated Float Vent - IM.1r2023 Yes Yes NAA +14D11Dh 4 9tVem Macau 4 mer de 54 521 Insular Flood Vent 1202 Insulated 12+3 3 Yes Yes NM +100 b100 C. SmanVent Model #115A524 16Rqud; Garage Door Flood Vent 1201i'2023 Yes Yes NIA PUA 8 SmedVent Model#1540-570 Wood Well In minted Flood 'Ant Inl;2028. Yes Yes N1A +10DI,IM 7 &martu t Madol#1840-574 14,5&q.d: Gettg. Door Flood Vent 12/St1y1023 Y. Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Starda rds Product Approval Application Detail Page 1 a f V1412021 Florida Department of Business & Professional Regulation Page 2.14 Building Codes and Standards 1251P022 Product Approval Application detail Date Type Vicegiaso Manufacturer Contact Endg�ineer&License Validated By maw ;Submitteo. FHC poroval A�provetl, Sgtus.. ReYlslon 2020 Therma-Tin Cor oration p Steve Jas arson' L ndore F. Sohmigt. P.E. p Y Ran J. Kin P.E. y 9, OM15t2021 14.312020 04122r2021 0610&2021 Approved Pp Category' Exterior Doors (800) 643-7628. PE=43409 (813) 767-6555 subOatagoly! EWriging Eidenor Door Assemblies simpersen@11hermetru.co ComplianceT itthaiM Evaluation Report from. in Florida Registered Arohnect or a Lloenead Florida Professlonal Engineer Fli1l"GUIR& Produnts _.. QLiallw Assurance Aobroubdfor Usa gpprovedfor Use 1111110001 ➢esidh .Ss, - Product-Nbtlei. Number wName Product Description Ex Contract citation Date In HVHZ outside FNHZ Resistant Pressu2. 1 a. Themre-Tru FiherGlassle and Smooth -Star Nominal 6&N3g;88quotl mpaot8quot Opaque 12131/2022 No Yes Yes N/A Composite Edge Fiberglass -Sig). Door (inxwnglOutswng, X configuration) 2 b. Therma-Tru Fiber-Ciassrtand Smootni Star Nominal 881139,8&gU0tIMpact&gWt Opaque 121312022 No Yes Yes WA Composite Edge Fiberglass: Single Door with Nddies(s).(Inswing/Outsw,irg XO, QXor OXQ confi9 uraaons 3 gTherma-Tru Fiber-Ctassroand 5moothStar Nominal 6&fi38,88quotimp act&gpoC Opaque 12131/2022 No Vas Yas NIA Composite Edga Fiberglass Double Door with or YathoutSidelites (InswirgfOutswing' )Xw OXXO configurations 4 d. Therma-Tru Fiber-Classivand Smooth -Star Nominal s% 390 &quotimpact&gwt. Opaque 123112022 No Yea Yes WA Composite Edge R oorglass.Single Door (I nsWriglbutswing Xmrrhguration) 5 e. Therma-Tru Fiber-CiasslC and Smooth -Star Nominal e&#3$0 &quotimpad&quot Opaque 12t31f2G22 No yes Yes WA Cc Edge Fiberglasesingle Dolor with Sdelite(s) (Insvnns/Oufsvmg: XO, OXor OXO confl uratidn. 9 ) 6 f. Thami a-Tru Fiber -Classic andSmooth-Star Nominal Wn,0&quotinarad8gwt, Opaque 12131=2 No Yee Yes WA Composite Edge Fiberglass Double Door With or without Sidetites (Inswingloutswing XX.or OXXO conrouraaons 7 g. Themes-7m Fiber -Classic and Smmth-Star Nominal 6&939,8 &quctImpaot&gwt, Glazed 12t312022 No Yes Yes WA - Composite Edge Fi berglassSingle Door (Inswing/Outswfrg; X configuration) 8 h. Thamm Tru Fiber-Classle and Smocdh-SYar Nominal6&#89,88s{uotlnlpact&quo! Glazed 12r312G22 No Yes Yes WA Composite Edge Fiberglass Single Door with Adel Ws) (InswirglOutsw ng, XO, QXor OXO mnfgurationQ 9 i, Therma-Tru fiber Classloand Smooth -Star Nominal 6&#39,8 &quotirnpact&quot Glazed 1213 M22 No Yes Yes WA Composite Edge Rbert7lass Double Door width or without Sidehtas (InswingltDutswing..XX or OXXO configurations) 10 J. Therma-Tru Fiber Classic and Smooth -Mar Nominal 88#390 &quotlmpact8giwt; Glazed 12131/2022 NO Yes Yes NfA Composite EdgeFiberglass Single Door (Insy4ng/Outswing; X confguration) 11 k Tflerma-Tru Filler Classic and "Smootll Star Nominal 8&l139,0 &quat;.lmyiact&quat Glazed 1213112022" No Yes Yes NIA Composite IEdge Flberglase5ingle Door with 'Sidetlte(s)(I'nawrirglOulswang XOj OXorCXO configurations) 12 1. Therma-Tru Flbsf-CIaSFuI0 and Smooth.Stor Nominal S&N390 &quot9nlpaotilquot Glazed 12/312022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sid elites inswing/Oubwmg;.XXor OXXO 13 m. Therma-Tru Fiber-Classicand Smooth -Star configurations) Nominal 6&#39,8 &quatlnlpaot&quot; Glazed Molded Open Composite Edge Fiberglass Single. Door 12131f2022 No Yes Yes WA 14 n. Thsrrna-Tru Fiber-Classicard Smooth -Star (;n*WrgfiOutawwV: Xomfigurabpn) Nominal 6&143R8 &quotlmpaotagwlt Glazed Molded Open Composite Edge Fiberglass Single -Dowwith Glazed 12131=2 No Yes Yes WA 15 o. Thanra-Tru Floer-Clessicand Smoah-Star Molded Open SldeI*s) (Ine W rVIOutswing; Xo Ox a OXD arnipqurabons) Nominal 88#398 &AuctimptiaMquofi Glazed Molded Open Composite Edge RberglassCouble OoorvAth 1213112022 No Yes Yea NIA 16 Therma-Tru Fitter Classic and 9hoath- p. fear or without G lazed Molded Open Sideittes (Inswing/Outswirg; XXw OXXO cvnfiguratiohs) Nominal 68#29,8 &qubtlmp ct8q sat Opaque Composite Edge Fiberglass Single Door with Molded 12J312022 No Yes Yes WA 17 q.Therma-Tru Fiber -Classic and Smooth -Star Open Sideiliws) QnswinglOutswing' XO, QXor OXO configurations) Nominal6&#39;8 i1quotimpau&quot Opaque 12J31/2022 No Yes Yes N/A Florida Department of Business & Professional Regulation Building. Codes. and Standards Product Approval Application Detail Pas. I or 1 1=021 May 27, 2022 PRODUCT APPROVAL Z'S"PECIFICd TI H SHEET(2022) As required by Florida Statute 553.842 and Florida Administratiw Code 9137'2t please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/SubcategoryManufacturer Product Description P Approval Numbs s PR � � Test Pressures Exp.Crate 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Sm oath -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber- las .ic and Smooth -Star OMP,A T FL2ii468 +67.0} 7.0 psi 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star 0MP,A T) FL20470 +80.0/-8 I.0 }mot 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 21-020 .03 +38. r1-38.7 psi 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/810018200 ##1105 (8X7) FL8248+3 +31.01-35.0 psi 12/31/2023 Wayne -Dalton Series 8000/810018200 #1123 (15 FL8248.10 +30.01-33:5 psi 12/3112023 Wayne -Dalton Sedes, 8000/8100/8200 #1124 (18 r) FL8248,.11 +34.4/-35.3 psi' 12/31/20 3 D. METAL LOUVERED DRS Curries Division ofAADG1 Inc 507.,7071727t747,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 +60.01 0.0 psf 10/812023 PGT Series 5500 FL239.2 N/A 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 + .0/-55.0 psf 2/16/2024 C. FIXED MI Windows, and Doors Series 185 F L15349.1 +60.01- 0.0 psf 4/3/2023 PGT Series 5520 FL243,.5 NIA 413C/2025 D. MULLION MI Windows, and Doors Series 5764 FL1535 .2 NIA 12/31/2024 PGT Series 5500 FL251.1 NIA 5/26/2026 E, OTHER 3. PANEL WALL . _ i dames Hardie Building Prod, i . Siding Cemplank Lap Siding and HardiePlank Lap F 3 2.1 - F 1 9 .2 L1 19 L 31 2 A. SIDING A 12/31 /2023 B. SOFFITS Alsid e i y ffi Solid and Vented Vinyl Soffit F L152 2 - FL1 272.2 '� .1 5 +. 75.0`-75,0 f ps 1 2131 /2023 Alpha Aluminum, Inc S iidand Vented Aluminum Soffit FL16544 R5 54,21-54.2,psf 7 30120 23 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES OAF 3 Tab, Dimensional FL10124.1 NIA 12/1+6/2022 B. UNDERLAYMENTS Tamko (for Shingle Roofs 151b Felt Underlayment FL12328 NIA! 612912023 Plyglass USAir Inc. (for TileRoof) POLYSTiCK Tl1 MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL15i918.4 N`A 9/9I2026 Florida Metal Products, Inc Vent RV 10 FL21580 3 I`WA 12/31/2024 Lomancol Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING nLES Boral Tile 'Willa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.15 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS1 DMC 150SS, DMC 175S1 DMC 200S1 DMC 5V FL17679.1 +01-180 12131/2025 5. SHUTTERS A. STORM PANELS Global Protection Products ' P Galvanized Steel Storm orals F 15075.1 - FL 7a6.2 L 150 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL1789.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS _ USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITI Building Components Tr I Amine Truss Plates FL1 999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser . B S L Rim card L�'L P L SL � f 1 F 527.1 - I=L6527.5 L8 NIA 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 5/2512024 Florida Department of Business& Professional Regulation Rego of>3 Building Codes and Standards 10 022 Product Approval Application Detail cagye Entity r 23tS Date Date Pending [gti jince Version Manufacturer Contact Enolneer & L:idense: Validated By Validated Submitted FBC Aboroval Approved :status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan A King, P.E 07123/2020 0711212020 OW2912020 10113Y2020 Approved Category: aterlor Doors (80G) 843J15M PE-43409 (813) 767-65-6 - SubCatagary: Singing Exterior Dow Assemblies- slasperson®thermat-co Compliance Method: Evaluation Report from a In Fiorlda Registered Archiectora Licensed Florida Professional Engineer .fie-{&R3 PrbdbeCa - QuaHbAssuranea Acorowelfor Use Approvedforuse Imoeat Disler Sea # P I Model, Number or Name'. Product Description GontraeCEx_piratlon pate In HVIiZ Outside'HVNZ Resistant Pressure 1 Ts, a. Thermo-Tru Fher-Classic and'Smoth-Star Nominal 6&#39 6 &quotimpact&quot Opaque Composite Edge Fiberglass 8 riole (Door 1213112022 Yes Yes Yes NIA 2 b. Therma-Tru Fiber -Classic and SmcothStar (Insw ngfo.i.w ing; X configuration) Nominal 8039.8 &quodmPaat&quot'Opaque Composite Edge Fiberglass Single Da month 1;W21112022 'Yes, Yes Yea NIA 3 cTherml-Tru Fiber-Classlo and Smooth-Ster' adelite(s) QnalmnglOuthwiru XO, OXor QXO. configuratigna) Nomina 1641;6&quot,lmpad&quoY Opague Composite Eagle Fiberglass Double Door in pr 12/31f2iy�2 Yes Yes Yea NIA 4 d. Therri Fiber-Classic,and Smooth -Star without Sldelitee (Insw ingJOutswIng, XX or OXXO configurations), Nominal 8&.#39;0 &quoY pad&qua(Opaque Composite Edge Fiberglass:S.mgle Door 121312022 Yes Yes Yea NIA 5 e. Thmma-Tru Fiber-Classio;.nd Smo.thSiar - 8 nsivinglOutswling; X configuration) N.minel 8&9390 &qu l;lmpact&quoY.. Opoque Composite Edge Fiberglass Smgle Door with 1.21312022 Yes, Yee Yes NIA Sidelite(s) (Insv4nglOuts+ninp' )(O, OX or OXO configurations) 6 fTherma-Tru Fiber -Classic and. Smooth -Star Nominal 8&#3gl)&quctdmp-Mquot Opaque 12131/2022 Yes Yes Yea WA CampoaneC-dge Fiberglass Double Door with or without Sidelaes (Inswingloutsw ing; XX or 0YX0 configurations) 7 g.Therma-Tru Fibar-Classic and Smooth-SYar Nominal 6&#3g,8&quotlmpact&quat; Glazed 12131J2022 Yes. Yes: Yes WA Composite.. Edge Flbergias. Single'Door (InsWnWOutswing; XcdnfiguraAon) 8 h. Therms-Tru Fber-Classicand SrrloothSter Nominal 6&#39 8 &quotimpad&quot Glazed 1213112022 Yes Yea Yes WA Composite Edge Fiberglass Single Door with Sdelae(s) {Irrewtng1Odtawing XO, OX or OXO mnhgurabods) 9 i,Therma-Tru Fiber-ClassiGand-Smcothftr Nominal68#39;8&quot:lmpact&.quot,. Glazed "I Zf312022 Yes, 'Yes. Yes NIA -Campo$is Edge Fiberglass Double Dow Wan ar. Wthout 51WIR86 (InswAngtOutswrng, XX or;OXXO configurations) 10 J.Therma-Tru Fiber -Classic and..Smolth-Sbr Nominal 8&#39084uotJmpaot&quot Glued IMI12022 Yes. Ves Yes NIA Composite Edge Fiberglass Single Door insWng/Oulewng, X configuration) 11 k, Therma.7m Fiber -Classic anti SmopthStar Nominal 8&#3Q 0&quotlmp2ct&quat Glazed 12(3t2032 Yes: 'Yes Yea. NfA Composlte,Edge Flberglass'Singie, DoorwAth Sdeliie(s (InswriolOutswing XO, OXor OXO configurations) - 12 I. Therm.-Tru Fiber -Classic and Smooth -Star Nominal 6M39;G &quotimpact&quot Glazed 12/3172022 Yes Yes Yes N/A Composite Edge Fiberglass. Double DoorWithor without SidaHtee (InswinglOutswing; XX or CXXO configurations) 13 m. Therma-Tru Fiber-Classieand Smooth-Slzr Nomin2l6&#39;8&quotlmpactBquoT Opaque IV31r=2 Yes Yes Yea NIA Composne:Edge Fiberglass Single Doorwith &goat;Non-Impect&quot; Sidelfte(s) (Invi'A /0Itswnng; XO,OXcr OXOconfigurations) 14 n. Therma-Tru Fiber-Csueaitand 5moeth5tar Nominal 68039; & &quct mpad&quot; Opaque 121312022 Yes Yes Yes WA Composite Edge Fiberglass Double D- with 8quol;Nondmpad&quok8ideides (1 nsuwrrglflutsvdng; OXXO aamfiguration) 15 o'. Therms-Tru Fibw-Classid end:6rhooth-Star Nominal6&#39'D &quot.Impact&coot, Qpaqua J W3112022 Yes Yes: Yes N!A 'Compos(te Edge Fiberglass 5ingls Door+ndtli- 8quotNon-Biped&coat; Sidelite(c'7 onswing/Outswmg;XO Ole or OXOocrfigunmcunsa 18 p'. Therma-Tru Fiber Classla anti Smooth -Star Nomina184#39;D&quot,Impadt&coot; Opaque '121312022 Yes Yea Yes NfA Compaalte'Edge Floergla9s-Double Dow:nEh &quOt;Non•Impad&quota Sldelltes ({ nsMhg/DutsNdng; OXXO configuration) 17 q. Therma-'rru Fiber Classic and Smooth -Star Ncmin.I 8&039;8 &quot;Non4mp*&Aqua1: Opaque. 1V312022 Yes Yes. No WA Compos;te Edge Flbarglass"Single Coon (Inswirgl0utswmg: Xconfiguration) 18 r. Therma-Tru Fiber -Classic. and=SmcothStar Nominal 88#368 &quotNomlmpact&quot. Opaque. 1213112022 Yes Yes No NIA Composte.Edge Fiberglass Single Door with Sidelte(s) (InsWr glOutsWrlg, XO. OX or OXO configurations) 19 s.Therma-Tru Fiber -Classic and: Smooth -Star Nominal.6&#390&quotNon-Impact&quok Opaque 1213112022 Yes Yes No NIA Composite Edge Fiberglass Double Door Wth or without SIcaltes (InervinglOutsWr g; XX or OXXO carrngurations) 20 t Therms-Tru Fiber -Classic and SlmcdhStar Nominal 8&#: ;0 &quot;Non-Impact&quot; Opaque -IM112022 Yes Yes No WA Composite Edge Fiberglass Single Door (InswinglOutswing; X configuration) 21 u.Therma-Tru Ruer Classio andSmcothStar Nominal S&#3908.quct; Non-1 mpact8quot, Opaque 121312022 Y.. Yes No NIA Composite Edge Fiberglass Single Door with SidelRs(s) (InsvAngJOutswing: XO, OX or OXO' conflaurati-sii 22 v.Ynarma Tru Fiber-Claesic and-Snusoth-Skar Nominal8&#380&quck,Nort Irnpelcl&quat,-Opaque, IW$12022- Yes Yes No NIA Composite Edge Fiberglass Double Door Wth:or without.Sidelites (Inswing70ulsWing XXorOXXO. configurations)' - $3 vx Thermo-Tru Fibpr Classicand Smooth -Star Ngmmal 9&#398&qup1;Non-Impad&quot Glazed 1213112022 Yes Yes No NIA Composite Edgs Fiberglass'SwVle Door (Insy'r, utswing Xoanfiguration) 24 x. Thomla-Tru Fiber -Classic and S;moothSter Nominal 9W9:6 &quat Non-Impad&quot; Glazed 1213112022 Yes Yes No WA Composite Edge Fiberglass. Single DWT'Wtth- sidel..lte(s).(InswdnglOutsWng; XO OXor OXO configurelians) 25 y-Therma-Tru Fiber-Gassicand Smooth -Star Nominal 6&#39;8&gUatNon.Impad&quot: Glazed 12f3112022 Yes. Yes No WA Composite Edge Fiberglass Double DoorWth or vdtnout Sltlelltes (InswirigJOutsvdng; XX:wO)XO configurations) 26 z.Therms-lrU Fiber -Classic and Soloo9iStar Nominal 88n3B;0&quotNon-lmpad&quol;.Glued 121312022 Yes Yes No N/A Composts Edge Fibargiass.Single Door 0newirQ50utawing, X configuration) 27 .6. Therms-Tru Fiber-Clessic and SmoothStar Nominal 8&039U &quotNon-Impact&quot Glued 1213V2022 Yes Yes No WA Composite Edge Rherglass Snalo Door -An - Sidelite(s).(InswinglOutswiilg; XO OX or OXO configurations) 28 A.Therma-Tru Fiber-Classio and -Smooth -Star Nominal 8&#39,08quotNon-Impact&quot,, Glazed 12131f2022 Yes Yes No NIA Composite Edge Fiberglass Double Door Win or WithouCSitlelitea nnswidgl0urawang, XXw oxxo configurations. Florida Department of Business & Professional Regulation Page a Building Codes and Standards 115021 Product Approval Application Detail code Entity or IiNS owe tole Pending Date T-0 VaSgion Manufacturer �iy}, Enwrlesr& tJcsns. Yaadatad Be Valitlatotl Sbmkftd FBCAooroyal Apwnwa Status. Re4dsidn 2020 MI Window" end Doom Brent811tngef We Roberto Lomas Steven M. Urich, PE 100Da2020 1=112020 10AW020 12/152020 Approved Category: Exterior Doors IT17)355-330a PE-62514 -Ql7)3I7-8454 aubCategoty: Sliding Exterior Door Assam a bslehgerM_mhed.com ComplaintsBikhod= Evaluation "Pon tam a Flood. Rsostereo Architect w a'L w-d Flgrkla Prafesllonal Engineer QYNIri AsaUranoa APero fir Use R- Aggrov.d far Usa' riugK41 sea.# Protlgoi Model Number d:. Name Product tlascrlotlgn Candied HNelrallwl Date HVHZ tg.liYtiZ outside HVHZ Iteslafalu PI'essUro. Pressure 1 :SERIES 420AtUMiNUM SOD SERIES 420 ALUMINUM SGD OXO 12312024 No Yes No N/A 145314&Quot;X80&quot; NON -REINFORCED 2 SERIES 420ALUMINUM SOD SERIES 420ALU MUMS OX. XO M GD XX 12ni 024 2 No Y es No NIA 969qud, r80&quot; NON -REINFORCED 3 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420ALUMINUMSGD REIPIFDRCED OXO 1201/2024 No Yes No NIA 145'3/4&4u-ZeI&quat; 4 SERIES 420ALUMINUM SOD REINFORCED .SERIES 420ALUMINUM SOD REINFORCED OK 12/31/2024 No Yes No NIA XO, XX96&quaX9sLquot; 5 SERIES 420ALUMINUM SGD REINFORCED . SERIES 42CALUMINUM SOD REINFORCED.XXX 12(312024 No Yes No. WA 143&quot;x96&qud; Florida Department of Business & Professional Regulation Pas.I oft Building Codes and Standards IM2021 Product Approval Application Detail Fsa ffi2" D p.nadm unt. lygVersion planufacturer Canfaet EnpineerB Dceme. Validated ay Vallaalea .Soberer tle F@C Aooroval gQprgggQ 3ratUa Reulatin 2020 Wayne-Deton,a division fOv h..d 0-1 Dwayne Kcrnish John E. Seat- Jeffrey P. Amason. PE, ID1121ZD.20 0929020 10232020 12/16/2020 Approved Corporation (330)763.812f PE-51737 (904)821-5200 Caluno .. Exterior Doors dkomishOwayne-uahon.c suhCffiagnM. S-1:1-1 Exterior Deor Assernhllas am C.owli ncA Method: Evalu.bcn Ration frwna Floods Registered Architect or a Licensed Florida Protessionel Engineer .pLlB2484t20 VkgdUttfe _ ;': ouanty Assurance Aooravedfw Usa Aoarrnadfw Use Fnwnt Deslw, sea # Product Model, Number 01 Name Product restrlwiwn Comrad Exolratron rate In HVHZ Outside hvKz $@glrtant pro.¢ irel 3 8000/81 OV6200.#1105 9055; Mex x idth 14&#35, M. height Glazing 12n12023 No Yes Yes +31 091--35.00 o -or intermediate sedlen. &vellable In to' 10 8000/8100/8200#1123 16&#3rt Max kldih 14&#3S: Max height, Gla ng; lV31=28 No Yes Yea +30,R0l-g3,50 avallablo in top or Intennodiate sedlan 11 BOtm18100182Dg#1124 t0&#391 Max width 14&#39 Max height Glazing. 12)21120'3 No: Yes Yes +Z4401-M.30 avalibble ih top or (nlermedlate section, Florida Department of Business & Professional Regulation Pagel at Building Codes and Standards 1132021 Product Approval Application Detail Florida Department of Business & Professional Regulation Bulking Codes "Standards, Product Approval Application Detail Page 1 of 2 115/" 021 Code WHIN or oat. date cato Fsedtng Faro Ymslpn Manuradurer. Contact En.i ✓F License Validated av Vallddlt>d. lkaumitted FaO. Aaomeal Aowevad. Alalus Rovieion 2020 MI Wlndaysand:Doors Brent Sitinger Amen= Architectural Steven M. Urlch: PE iIll V020 11/17t2020 112/2020 Approved calogoiln IMitdoWei '(717)385-33GO Manufacturers Aseotittion 1i77)jl?-8454, Subcategory: Single Hung., bsclinger(lirnhac.com Compliance Method: Ceniloetlon:Melt a Listing Oualkit A-ance A-oVed an Use Aaoraved for use Impact Vast, sea 9PradrM Made. Nlanbarof Gams Product Dowrlotlpn Qgmr•Aet tixptratlon Fete In HVHZ -outside HVHZ gggggaunt P"saup,, 2 185 SH 52.72 FiePenge Pit- IG)SG Single Hung 1 DAW023- No'. Yes No +601-60. Laminated Glass N N Cn U O- Q Q _0 O ICU -� C73 c -Cn W 0 0 o O Co U_ O .� =! -0^ W � }� _O _0 . C co Z Z W J P1 c` J " t� C O > W a = O tit- O V C2 .fl m SC LS O .a CV t 4y O � CV X tN Co C7 r C w Q = 3 cc 3 �- y Gs, i7 6J H C G M, K A! is cca 1 w CD W z e_ ca _ V O O Q v O W L O L� W a z J Z Q J a SHEET NO. PA 1.0 Floirida Department of Susiriess & Professional Regulation Pages of a Florida Department of Business& Professional Regulation Peter Of I Building Codes and Standards 1,25)2022 Building Codes and Standards , f&421 Produlat Approval Application Dertall Product Approval Application Detail code w1tv or Daft 21k DAU Pending - 595RIMINERNEMMEEM 13M version manufacturer Cant Ancifirrear A Licelan Validated By validated Submitted FBCARDmval Approved 1 Status g9A J'Alty or 29, DAI W latniling twit Code R-W.n 2020 I I Th&rma-T,.C.rp.sb.n Stave'j.spers- Lynd.0 F Schmidt P, E Ryan J, King. RE 10107l2021 OWI&2021 10113=1 12M&2021 Apip�,,-ddl TYM I Version Ijumillaourer coo lftrfllntr� a Whionte Validated sar Vellblated aubmittoOl PIOCAODRIVOI Aporoyod A" Z= WHO- manufactiurer Cat"ory: Extend, DoQ. (800) 843�764 PE-4409 (813) 767-6555 Aftbriner5on 2020 PGT Industries J­ Ros-alcl mlriml-oild'il acco �CSR MM-Dbuda 8000 - VAL ii,V,(2020 ilm5mza 1111itzow Awqltd Falls" 2020 MI Windows and Doors SlIbOategory. Swing ng E,dHdr* Door Assembl ids pjasparsbn@tbomialru.co Cakogruv�. Wndov,�,. ($41)48"100 �70)11i!5,2W � I I Cadogorf. Vvindows I Canspilanot Mirttrod� Evaluation Report frome M subcategory- Siresis Hung ),o%w- 100PAndustfies'D $Oibltategoril. HorizolitaiShdirr Florida Registered Andilbact or a LJormsed Florida complurricstral CafflortIon M.6; ar u5ting orn C"llan" alleatiod: Callincillon Marl; or using Professioml Erroineer � I I I , , i � , , , � , , , ' ' , , , I � , , , , - �� " 11 ,� , �, . , - 1 � �� , , , I , ,� � , " , :�, 4�����W-111,��1,111",'-"-"""KM'l-","�,�-, �1, : � I'll � .� I , , , , I � I" '11 1,1 - 1i "'­ - ­ �11 &1� ""',', "I - , � 11,� .1 "I �,', ,?, - � ', � , " � - , , � � ­1- - I , -, _ , " � - - - I - �� �, "7 ,� " _MMMKM$�_i ���,, ,,`,,,,�_�11'1,1", �` �*!'�,,,,�,���"-",j-,�,-�,,�,,',,',,,�,,',,-,",-�,'.�,,,,,�.,�3�"am I — , � , , ejt�� � 11, ,��"":",��I'l�l",�'I'll�,�"'�ll."��,""��"--,"�'ll, 11 - - , - � - - -_ - -1 I " ��` � "I - �­ - -� " ��% 11 i�41 ,��, li�,'1'11�', "'111"' ""'i",-i'll, ","1111""11"'I", I", I 1�`, - �, -, ,- � 'IsA400400'"v I � 11 I � � � . - - - � - �, ", _,�: - _­­ � 7, ­ - I I , .r ,_ , . " � _,;: - , � ,� . , , — -_ _1� 11. I � I -l", _._�,­�, :�,� �, r�,'_ I I I I , - I " " I " ` , , � i I - 5 � , � � , � , � - , �, � - � � . , , I � I , I � , , F �;,n , , , �, , I , _1 'a `11 ­-, _ -1 - - � , , , � A _'�111 1'1_,__11� I., _,_,?:,1,'__1'1__,, ,_ 1-�-l""I",""�ll"'.-",�1,111,���'�'ll",���'�-�,,�,��:, - 1,`_­­�. I I—' -I" I " % 1� �, I 1�� - � , I , , � _, � , , �',, � , , "" 't, � , � , I � ,� ,,, 11� ��, - �:�� ,*,,�;� _� __­-, �, - I- �­ , " ��l `,%',',,' -, "", -_ ,�, ",:�""' �: I I I I I I � � I I , , " v � ! , ,, , , , ,, �,�,,: I ,­ 1, � - -- I , , , �,� � , - � " ,� " , " , � � 11 , � I I ­ Qualltv A. -Hat Alturannodforilsis Air-,12111, 1-1101 ,� ___, _11 ­ D"bal .11. QualitVASSIARtige Atibrovad I" Use A liarcieed for ugg Impact Coslain 4.0A Product ModeHL N---y - Pt.440 C*.rIQ1jQn Contract Expiration able In HVHZ Wsl* HVH Row"It Pressure a--# F-ductlio I sea x Product Mogm, KOM bar or Name Piroduct Description contract Expiraticurr Date 1. H Outside HVHZ , Resistant Pressure 2 Pi-issoll (La,ga AfiksHa rnpactj " si, ,Qla Hung Windo, 076=025 las Y.a Yes IIJA I HS 1843 Fin Z=" I a. Thetma-Tfu Filder-Classic and Smocti-Stat N-rinharl W"9�,8 8quMNcm-I mpac4quot Opaque 1MV2022 Composite Edge Fiboitituss Single Door No Yet No, NIA 2 b� Therma-Tru Fib-Cl-iz and Sirooth-Star (InawnglOutswing: X configuration) Nominal 68M00 &quolcNon-Impect&quot; Opaque I nl120N Composite Edge Fiberglass Single Doov,vvith XO, OXO No Yes No NJA a a Tharma.Tru Fber.Claulc and Shicoth-Star Siddw,d) �insWn9tOut9Wn; OX or config-li ... ) NomhlaI6&93@;S &quat;Non-ImpsdMquot Opaque ID311=22 Nbergi.s4,13amposte, rude Double Door with or , r No Yet NO NIA 4 d. Therina-Tvu Fiber-Ciassc and Smooth -Star to"A :)�X�G)V without Siblelites (Ineyvin6lou na '0 I Zf9um 12MI2022 Nonnal ?=�() �cluck.NonAmpactilquot, Opaque Composite Edge Fiberglass Single Door No yes No NIA 5 a. Thermal Fiber,Cla"Io and Smooth -Star =1Oubawirig:)(cimf9u,atk-,hi 7&#sgO Squbt: Nori-IMpardt&quot Opaque 121311=22 � Composite EcW ' e Fiberg rest Singlo,Door With No Yes No NIA a f. Therma-Tru Fiber -Classic and Smooth-Stal, Sidditc(lb) Orm'ApOtOutaveng, XO. OX or OXO 0 . =nng;D &quotrion-1 mpact&quot,, Opaque 1ZS1r2= No Yes No NfA Florlds DHOpartmenit of Business,& Professional Regiulation P.$.1 pf I Coln Ito Coije Flbergasa$hlgied Door Build ng Codes and Standard$ 105=1 7 g, Thermal Nber-Closto and,Smouth-Star, (,.,=, 'Quis.hg; X-rdiguratioll) Nomimt'es,#�9;0&quo�Non-trhpact&qupt� Opaque 1213112022 N. yes No NIA Carnpostis Edge Fitt"lass,slitilis Dod,vyith Siq�.Ihe,�S) vnsvvioqtowswing;)q� ox or OX0 Product Approval Application Detall I i 1, ;i, !ii ! I i : � ! i :i re I i i I i � i � ; 11 : i I I I 1 : I i : IMEMEM ANNEEMMINEEMEMN configgrationbi) 8 h, Thermisr-'Tru Fiber -Classic and Sreooth�Star Nominar &&4a9j,0 & , quot,Non-Impactilquot,, Opaque 12JW2022 No Yes No NIA Composite Edge Fiberglass Double Door with or without Sideltes X)(or c.d. Estill, L Will 2" I net- PWdint l3d. Qak (Inswingloutsving; OXXO o6mig.'atiplis) 1= V".. widula't.- I in,wints, a Licom,a valkhelod 13v Validated slOrruftad FooAnoroa I Apirm,1W RAW, I= Version ile-factaner 9 I, Therma-Tru Fiber -Classic, and Smooth -$tar NQmirW$903��8&q.uot�Non-Impac�t&quo�,Glazed _121131/2022 NO Yes No NIA Afflimblion 2J)20 PGTIrd.0tri.§ Jena Rabo.ski ,Nadit-D.ble, SCCG - t1ill Mi.6wOod. 8CCo - VAL I iMf2l)20 11",'�020 IVIV2020 Appr"d Re -ion 2020 M1 Wk(do,­.nj 136bri% Composite Edge Fiber , oIas-$i,qiie.Door cats9.q,.Whq,a-.,e (044)4"100 (78li) 315-490 d`:�, cat-gow. win 'A, (Irraoilgioutswing: X corifigurnation) . S.bCatalia,y: Faced jrvaowskl(Dpounquedieso , at. street I onr! mumona 10 I. T herma -TrO Fiber -Classic and Smotth-SP r NoMirial, OU39A &quot;Non- I rrrpo�Mquct;, Glazed 12,,3112022 , , No Y" No NfA ComplIgnAe 1119hod! C6rtftvtlo� Mark or using om comptiancri Method: Evakration Rcoblrt from A Composite Edge Fiberglass SIng [a Door with 11 I I _�� 1_"=W "Q'IPM, 1`1�, "Z, � - Florida R,gistersad Artlifterpt or,, LI-aad M pride sidelfte(el, linswingro6tswrigi, XC), Ox a GxO '141_wyb�W_`"`��11 ,,,, , _� " I I , - - - :,� - I , , , , I _,��Wwl'_i_ i��Wl Pnofecamnal Engine" 11 k Tlh.nma-Tru Fiber -Classic and SiTooth-St., cortugumtons) Norrunad IW*0 8quob;Nom­1mpaot&quot: Glazed 126112022 IN. Yea No N/A , Can,flity, A,— A--d for Usla A-avielf.,11', 11112ifit 299M �111"Iil' " " 1`11'1�1 * �-"'�"-l"�"--"",�"�Ill","","'--'---"-'-""",-,,,�",,--,-�,,�'�,'11--l�"k",-"'-�--,,�� 04 ���-��'I'l��,�'71'�,,�,�l-'',-",� �_ "' "'i"'I'll �11�1'1_4111�1'1, Composite, Edge Fibers , less Double Door "th or 1W P-w1hodit.likemblet.,94asir p,rd.01, 0.0ripticin C,rritraptilargrallmloste in HVHZ outew Resistant Pressure ...... - ��,_ without Sidelitas (Ihar.440ul XX or GXXO 5 PW�5520 fLerp. M1.11. nm,A�n Vnyl FINed Vvnrdo� 0440t=8 Y_ Yas Yes N?A configuratIblis) 12" - Product Model. Numb" .� Hunts 12 1. Therma-Tru Fiber-Classicand Stricoth-Star Nominal 7&ff30;QAquot,Non­Impsd4qta Glazed 12131 =22 Composite, Edst Fiborgross.6ingle Door No y6s No WA 2 15704 13 ., Tf,.--Tr. Fit-Classr.buid 8-th-8t., ons,�IngfoirtsayN; Koonligurrartion) Nominal 7&039;0 &q..t;N.o-Imp..t&q,.I, GI ... d 12i3V2= Composite Edge P1,11berglass, Single Door with OX0 No Yes No NIA 14 in. Themnar-TrU Fiber.tiassic and Smooth-$aur SlOalte(s) (Inswfingibutsvoing�Xb, Oxor configurations) Nominal 8&039;0 &qu0t;Non­IMpMclb3qUo� GWwd 12MV2022 Cl5hrip-RasEdgre F1WgI9.9 Slnglia Door No Yes No NIA 15 o, Themia-Tru FildertClasaic and Smooth -Star (InsikHnpfOuftvArbgl; X configuration) Nominal 8$#39;"quotNon4mpact&qwot: Glazed 1W112022 Composite Edge Fiberglaaassingle'Door vvith NO yes No NIA ENNIM alm. P". 1 ON irprall Florida Departmentof Business & Professional Regulation Pagol.?2 I , Building Codes and Standards 1&2021 Product'Approval Application Detrall _C4de - 11savor 29k 2n Date Policing Am Aturl surt- 11a vansim marrunailtuar CdNe,t InninsurA 1.1,Hurs, V,U,I,t,d Far, yandriord sub.tall F&C Arxindval Ao-yad RAM la,19,2020 Awou'rd R.0sion 202Q M1 Alrdaimand U.- Want Stringer American Arctitectunt Steven M. Lklor, PE i1n2l2= 11a2RO20 11Q8/2320 APP-0 cabegray: irvndovnv 4 717� 361-trnoli M.Pufacru-5 ft,-I.i. (?1-1)317.8454 "Category: F&4d, bsh1Idg.l0MWd... comptiaors Madbod: Cartifican- Was � Limrm , I mong$mw � �'_ , I , I 1, jlll , � " ,�: � I 0*40�immft, I � " _,��, 11 � - ,� �V 1 I , �11 I ( I I , _ , , , , , ... � , - �� ,_1 "', I . .. ... L "I , I I ` , " 7 ,1 ,I ", , I �, � I - - ,� �� , ", ,,:, � , 1-1 I 11 , , " I , , , , _­ � , , '' , . �'; - I 1��_1_11 � 'L '�,�� ­`_' I ,� ��,_ �L �,"% , �,,�, �,-­­,,�, ,� "'�v �_� �� ,,, 7 ,,�,,, " ,,, ;, , �'� : �, � ,�' ` , , � I , ,�,�," ,��:, 1� " , `­ � - ,� 11 " , , �, " �', - , � � ­­�: ` ,, ", , ;� I_, , 1� �1, "I "' , " � ,; 1, 11 � I I � I ,, , , -� I _ , , , � , j " ,,_' , " - I , � ". '1'1�1 I " � ,l�, " ",�', �� , __ - , " � " � " , �;,­ � , " ": �11""", _-, ,� : " t� 1�- " ;," - , � -, ,, �_ 1� _ , ,�, � � 11 � ", - . I I , , � � , ,,,,,, ,-,- , , - . !, ,; , 1. �,,,,� 'I', , , , - - .. � , � - iiijbilift, nation ..11. Ass -nor AnamVed! for Us, ft.-,d to, usa Hall ... I 0,00, OaNtarr pisses., Soalk Product moda Number or Hariber prochig poralptio Data In KVtlZ outside HVHZ Allsibralut Prerawrit No .W54 I 185 PW 7S x 72 losdMad a., OM&i=� No Yea, No .60146 Florida Departmont of Business & Professorial Regulation Building 0obilosand Standards laroductApproval Application Detail Past i at I I ma" Flonds, Department of Business & Professional Regulation , Building Codes and Standarids Product Approval Application Detall Pip I art 1MM21 Entibro Data .112141 , I UsPandin, gal Qg11 I I Da. Data Data W$ Fandin, Contact ridinder&Uetar., Valldalled at validated SubraritteA NICA-royal Avany alum TV*- version Manufacturer l, Contact Vall"Od mitlicided submitted W Awmal Apkaw — Br6ritaftHno., LVISRILumatFS StV'n"'u`ah'PE 10RE020 10106020 i3O,1DR020 12"MR0, Approved Affirmation 2020 PaT Industries Jenui R-0-ki N-4-0.0. SCC0- COR Wsmr4r.4 acco -'VAL J110502)2O 1110512020 1111 112020 Approved K717�385-�300 PE-62514 qllrj�17,84s4 � cotegialy:'W"O.Ws, (941)06-0100 1 (7,itti 3i5-2590 beftfinge'em*,Lcm S.bcsa9.Wfi&lIcn$ jrosWeld(lipp"ridUsalpirc CO.pil.�=fKob.d-.C�TM.".tJ�*brLi�t�iA , - , , - , , "' , """"', on, 1­;,�? , _� - , - - � - "",�,--�,,,�,�L���,��,,,,,�,,-,,,,,,,,,,���-,,�,���� ,_� ", �-�-­, �,� — , , 11 11 , ,,,� � Kl;�931 4�R` fte ", 4, ��-_�, 3, 1,�� " " I �;I� 4��gm , "",­-, - , ,,, , I w — � � 7� " " , ", ,�___ ,,, , ��� , - ,�_�,v ........ �, ,�, - '—, " " _ - � �', ,� , , ,, , " , 1, � ��, ­ , , "��_ ", ,� , � _,�X�w __�16 ,,`,'­,­-��-,�. ,- _ __ , 11 �__ ���-�­_,���,-, - �­ i 1 �, - 1 "� , -1-1 I 1��,,,,� ,,',�`,"j�-_1`1R11 " ,, I , �Wt�" A-vildfortism Ap,mg,adfdry" RHOOM4 ,�,' ;, a"]- " , - �-, � " , - - , ;,,,�,',, S"i wanbutoriumer Product Description corsiot ettidallon, per In I1VHZ DA"Alk HVH lit"harrint Prassurt, I hwriv�dfortiqrp A-6w.oll tor U Imoset Dadw I =,podr-slandWIRdows Aluminum vildficobs oslat,=6 Yes Yes Yt$ NJA Product 0siscriabla HooritrectEminde-Aft in Outaid, NVIIZ fl,sista Porseur, I Vertical Ad.min- Mullt.n 12e,1112*24 R.� I Yea Yea N/A 16 17 le Sidelftk(�) (InsaingfOubbvvirigr config.nitoria). p. Therma�`Tm Fiber-Clasgio andsmooth-star Nominal %#39;0 4quotNon-Impact4quok. Composite Edge Fiberglass Wthourtsdefites fl ri"IngfOuts,�ng; orbirfigurations) q, Themrla,Tru Filder-Classic end Smooth -Star Norrunall fi&#31�1;8 8quortNan-Impalftalk Composite ridge Fliblarglarresin Transom (jnswing�Outawir,q; r. Therma-l-ru Fiber -classic and Smooth -Star Nominal 6039;8 &quotNoir­ImpaqtAquot; XO, OX or OXO Glazed 12/31 Q022 Double Door with or XX or =0 Opaque 1213112022 , gieDoorwith 0,1Xecoifiguration), Opaque 12MIM22 NO No NO Y" Yes Yes No NO No NfA WA NA Florida Dispartmont of Business & Professional Regulation � 1 Building Codes and Saindards, Product Approval Application Dollar! paq. 1 01 '102D21 Florida Delterthriond of Business & Professional Regulation 1 Buildi rig Cociasand Standards Product Approval Application Detail P.O.202 15tv' ,D21 I 0040 flnuh, 20 Data area twidling ". Code isift or DRAD Ru vote P"ddcI 20 Compoate Edge Fiberal"Singirr , I Door Y�bh T�m viersim Manufacturer - V.uptalad air vand"d Saturn tied Fee Arium"I Atunitsbad fiLau IX96- varsloo Olsourfaret.nd eartild eaainulmauc�ongf Validated W vordatog asubmitt.4 FSC Aren, A,m,v,d a0m Elld.fite, J, V.d.Transorn '70 QfDX �� oltilfigurab-) lInswihs) Ouis�irtq; OiXQ. Rldq.lon 204 James i4ndio'SaIldril Proclicta� Inc, Chad Droidis Vr;'tn�d %"`ff"`T'A'!"l Jolui 0outhrubl, FE, oljawo�i IV-14=0 01160021 ding NIC Appn R.1nor, 2626 Ar.lda Nick Thamp-n tydd-F,F.h.kftjP.G., Sysin J. Kerit, P;F. s2,11no2i Q211WO21 02=921 041,1X2021 Approved 19 a, Thermar4m Filo-Classio and $moclth-Staur Nt,ii,in4fS%O'$4quot;Non-)nVi�tgquot, Opaque 12r3i/2= No Yes No NIA 1 cbrogralry., Penal walls' (IXIM 54-5-"59 PE-81802 (Is2) tuvr�=s Cat.gourin Panel Mills (330�922-2WS PE-0409 �61 3) 767-5565 C.ripostr5pip. Fibeiglaw'Single-Door with Subcategory: siding �b.dAltaIu,@j-0ah.dI s.bCid*g.,y. soffiv othomp.on@.1sid.... scl.lits(i) oriawriglouiswh§� I XO, OX of OXO 009411anta iltilicit Evaluaticir, Report from a __ Carnipll-6.]Aothpli! Evaluation Report from . Continuous Head and S14 ponfig6ratiorls) lod a L j.d*dnitaot' ilLidensooNcrid, F dg agart pr fI.dd.Ngr,f..dAr.hIlect.r. U-sadFl.rd. I 11 20 , t Ther-A-Tru FlIber-Clased-nd Smooth-StAr No�l�18&03g�o&qU't,NO"71)�.Oa&&q�bt. Opaque 12l3112022 No Yes No NJA PM1055icnel 5rolom F1101seal.' at Engineer Composite r�dl;er Fiberglass Single Door with . I - ������'ll�,,�,,�,�k����""Ill'I'll'� N, 4�1 ""111", � Sidielibe(s) onsvorigioutswrig, XO, OK or. O�d - _gmw���V�x 21 Continuous, Head and Sill U. Thermar.Tru RbarZIA"Ic and Stioobr�Star Wdmhiaia&;4rsg3 &bluetNon-Impealsquidt, connourabons) Glazed 12130= No Yea No WA I I 99MAssularree , ADHOHQvialforlis. Ai*WyAd [% Use let p,mial Ouslity Ass-dood A . no ve df,crU, Approved f. Us 191111151 221111011 Com Site E a Fiterill , gle Door with $00 A Product Modirl, Number or Nam Product tarsalliffo conhwt 9x"Jor, Dart III HVH oultaKer flybu, Atersistan Pressure astir RrOdW Modoi, Numb- 11- produal Id"arlpflo" C.Mreoi ew.fl- Dea. In HVNZ ourtsildir HVHZ assistant Plattuor .9 (In , P I , I "OXMOXO I Cemplark LaoSuhne _15011-4eft-1, lap-idnel 12$3,1112623, Ya. Yet MIA N/A I I 4"&quotz'squot, Soffir Vent or b6lid VillyfUll; 1 W`1,202�, No Yei No NJA , Car " (tinutnt H Ono $11 .1 configunalli0s) 2 Hardl,Flank Lap arldus il-osminit lapshning 1"0025 Y'. YAd M, 1A N�A I ' 2 b, &Qi,dt;A1Iiia..a T�4&ipiba; SOR V,�nl ol� Solid Vibyl Wit 1?J31,zQ23 No yea No rink 22 v. Therrria,Tru Ficer-Clamic and 8mooth-Star Nominal M93g.0 &quM�,Non-firrpplo1Squvt Glazed 12/alf2022 No yes NO NiA 3 C.Aqvrr�;Grearllirrar Vinfirge, Seiuled&=�,Sdrlk 'Vent or Sold Vairyl SOM IV31=2$ No *Qa No NIA Composite Edge Fiberglass Single Door with 4 a &quot,osaqu,ot�goakt vart.r Solid very) Sort 12131=23 No ylis No NJA SideMbals) (I rawinglOulawrig- KO, OX or OXO I � 5 e, 1,qu.t;Chad., Obil4quat; S.1lit Vent-, Solid Vol 8.1% 12MI2023 ri. Yet No NIA 23 Continuous Head and Sir nd Srnooth�Sta r Nominal SU39,,S,&quot configuratiom) Non-Imparoutrunit; Opaque 12131112 No yos No TWA 6 f iq.dt,.'S.per Sps.&,14.1; Sofifif Vent ol, solid Virryl Sofa I V iig��S, Ill. Yes N. NIA 24 I I Oor"b"at" Edge Nbo"'a'a �11 x Them,re-Tru PibW�CIasaic,a0d Shnooth-star -i'�ll,"O"-.)�1:111-.)"�-111I Itc-un-le m_ C.M'., Es,i. r,,._';:o�wor ""or Parrolavvith Varied Xy, X" or XXXX ­Irripaot8quot Opaque 121$1=22 Parels,Mth Vented No Yes No NIA 25 Sidelbe(e) (I nswinVOutswing. configurations) y. Therivea.-Th.; Fllrar�Clasalb, and Smootin-St., Nominal 6039;8 &qucd,.N­1mptcd&quot I XK XXX or >Q= Glazed 12f!3002� No Yons NO NJA, composirt a Edge Nb.rgiasa Sidelitar�ai OnrQnglOutswing, Odor P.maicwth veAtina )(K Ww)=X. Florlds Department of Business & Professional Regulation . � Page I aft 2a configuration.) z Therma�Try Fber-Cinsic land Siriciath-Stal Nominal 80�go goty.�.Ntri-I I Composite Fiberglass mitclAcluot'Glazed 121al/2022 , No Yes No NIA . Building Codes and Sta ridaird s 10alzaii Edge Strialite(s) (I naWriVOutswing, rrfiguratl�hs) , Door Pan",withi Vented XX Xxx-or XXXX larc,ductApioreval Application Detail 27 za. Therma-Tro Fiber-Classio ard Smoth-Star Nominal W39:8 &quctNon-Impbict&qmot Composite Edge Fiberglass Glazed 1213112022 Single Door with 36#39r,l) No Yes No NIA i ,ill P 1; � li i i ;!i�iii, i ; I I I ; i 1: 1i; i : I i ; : : i � a ,, ; i , R! ! ; I i i1i i ; i! I I 111�� ! 1: MENEWO XONNURIVENERVARFAM 6ick,-Iitf�(s),OnsA6nglO.tsy�ng, o'""Vill, = OX or OXO ! Co'& I I i grithy., Ra I Data paid Perrino 11111. cost , 28 zb, Therma-Tri; Fiber,Casak arid Smooth -Star W.. 6 kudtNor-lnVac4&qurot Glazed I 7J3112022 No Yes No WA T.- Versiorl ManufmUl contest fridirunta Lwarns. V.11d.hKI M vadshrit submitted Pat Abigull Adana 29= :Ullia jil al4nufaeburar Cornitoralle EcW Fiberglass Doubled Ooorwith R6nsldn 2020 TAMKQ Wilding Products LLC Kerr Edo Rlibertmernindr, JobnW. Xnazilfgh. PE I MOZ020 m2waz 10),f2b2om 12JjS,=2Q, Awoudd R.14srOn 2020 1 L-V Thompson. IA;. cOa Thompson ArqhItactural 1 3&4wo sibiaamtl dawnwoutswing: 1 O,m Caddoorl'; Pooling vs`i� tW�,'424-0644 rrg-seisii f n24�24 MenescomparryttAluCal 20 config.rstit,m) W. Thorn-m-Try riber-ClAssic Pnd.Smottth-Star Nominal 8W$9;Q 5dv9b,,Non-jnVded8qljQI; , I C,ornposts, Edge Pilterlitess Qlagend 12y3l/2022 Single Door $&#$Q1, 0 No Yea NO NIA suati6ategally, rumerityrregi,ka I Compliance Method: Evirlusition Report from a karti-ade"OlemirO.Orn , cartalOW. Roofing SudoCidelituy: RoclingAccesturt-s that steam Sid4jibs(a) (IntAingHlOurtswing; wkb XO, OX or OXO Rome ReOlstored kehitied or. U-sed Florida Integral P@H aline Rooling System compliance Marriott Evaluation, Report Irom a 30 crnfi�ulatIGM3 zd. Themna-Tru Fiber-Classiz and Smoodh-Stsr Nominal 8a#W0,&quotNpn­Impa4&quot., Glazed 12y'aV2022 No Yes No NtA P,c(...dW Engine., 1 Florida Registered Andiftert or a 1-ce,sed Florida prefeesional Ensineer Composite E416 Fiberglass Double Orrdrwith *00�����, 3&#39�0 Sidalftes (I nsWriitoutswing; configurartion) 0XXC QUA& auOulsial A­&�Fdbrurd, Angrovial �a 11,9 hn..t Major, � 31 , ze. Tharma-Tru Fiber -Classic and Smooth -Star Norrrhuu 7&#39;0 9quot;Non,I 1 mpadt&quot,� Shaker 121,3112= No Yee No WX IMA PrQdAwtMod-liumbermilamr, Product Rmtkww oank.11 moirtflor Date — 0olft HVH Agiftlait Pressure Series Composite E-dadolazed Fiberglass .Irgle 1 TAMKQ Roof U.ddll.yl*nts(,IiVHZY Roof underraymorts for ase in F K HVHZ ows"21123 Yes NO NIA WA Sao # Product [model. jimbear Hir Nam, Dcar Wffi or Y�thout,1'8#39;2 Sideline (s) 3u,Isdrqd6nii, I TAMCO F1 at TcOff-Ardige, Vent wb Elable tor To a (1nr,,4nqf0ut6waib,: X, OX XQor QXO Configurations) 2 TAMKO R..j Undgd.yrdant. lNDi4-HVHZ), Roolrund6flays,ant, forust in F RC n­HVH2 0",7023 No Y. NIA IVA 2 TWO Goodenuack Vent jurisdictions, a TAMC0 Off-Ridid, Robbf Vsdt %Ath Bafte 4 TAMCO Round Top OtfoRldglsVent with Settle, for Tito Florida Department of Business and Professional Regulation Building Codes, and Standards Product Approval Application Detail 3/15J2022 FL#5250-R31 code InM-121: Date Pat& Date Date At -am lype . - Version Me act rConta Engineer & AhgLteA By . Widated submitted Pending, Mprovisd Approved hei "Wen ,PuL— �Wu ,,,Y,L,,,%;r USA MauryAlidert License John W 1012612020 1OW2020 EqC 12115r2= Category: Roofing 595423313305rnalpert@polyglass.com Robert Nieminen I Knezevirh, PE ARP01yal Subcategory; PE-59160 (954) 772-62:24 11101f2020 Untierlayments, Compliance Method: Evaluation Raportfrom a Florida Registered Architect or a Licensed , Florida Professional Engineer Produgb FL#6259-R31 2UM-61129111MG-8 AW00021Lft dforUsa 'em Imewl 929M 400 __ - Produclifilonjoijuin,liderorNa � Product DiesLOTAL011 centriHipt LxMrallon Date 9 In NVN US i0d V H R05; $41pird Prosswry 1 Poly2lass,RoofUndedayments Racing underlaymorift 1W21)2= No Yes NIA +WAI-622,1 1 laftlyglass Roof Undedayinents (HVHZ) Folyglass roof underlaymelitt for use In FE0 12(2312(323 yet No NIA N/A HVHZjunsillollons. 2 PolyZiaS5 Roof Undeftymerift 0on-HVI-IZI, Polygl4ljs rW underlayments0bpr use In lw2mQ3 No 'Yes NIA -WAI-6224 FRC non-HVHZ jurisdictloris. 1 Podyglass Rool'Undedaym,nits (HVHZ) Polyglass roof uriderlaymantsfor usem 193012i'23i2M Yes No NIA N;A HVKZ judsiliollons. 2 � Polyglass Roof Uridedayments (non-HVI-IZ Pollyglass hoor underlaynnents, for use in l2f2ar= , No Ye% NIA -NW-6224 FRO, hon-HVHZ jurisdictions. 1 Polvdays Rool'Undedayments (HVHZ) Poly.glass roof underla"dints for u as In F130 i 712 =023 Yes No NtA N/A HVHZ jurisdictions. 2 Polyglass Roof Undellalments, (non-HVHZ) Pplyglass roof underlaym ents,lor use in 1121`23=23 No Yes NIA +NW-622,6 FBC ndn4­lVHZ jurisdictions, 1 Polligit"s Roof Underfayments lHVHZ) Polyalass, roof underla,ym ergo for use In FBO 1212MM Yes No N/A N/A HVHZ ji.irisdictions, 2 Polvolass Roof Underlayments (non-HVHZii Polyplast rool'underlaymerits, for use In 11212=023 No Yes NJA -NIAI-622 5 FEIC m:m-HVHZju!adicth,Hn.. Florida Departmental Business & Professional Regulation Building Codes and $,tender& Product Approval Application DOW[ Ps - 0. IWI lf?=21 COO Entry Date Data D46 Peridind aide C.da JYJA vadjoh man.fiagumor coltac snicamber-&LI-mra vaggaw Is, Validaterl subsenied FBc Animist A06r. — TV's version iflarlulacturar R�vision 2020 Lcm.ftb Karl.. Jalay J.maki., Saciarlsl� RE, Steven M. Una, PF I 1=020 ilp��20 11)2�12020 , ding F8CApp, Reason 202o adral ficalm; CatarT. Pooling (501083161s3 PE�31242 (717017-8454 Ma -posy: R.ang IiUhCatliganl�r Roofing AnctsNW-lee that are 4ft Nell'yQlamancocom SuInce"o.y! Roofing Ink. inuelited PiartaffibaRoofingSystern comijuseasereff.d: Evaluation P-part brom - Compliance aflath.d: Evefinul.. R-Port from la P,odwelt S ... J.-d-n E-W Florida Registered Ar,'hilm! or a Licensed Florida " I Professional Engineer I llbk�� J" "I". �,­ -­ , ",,"", ,�,_,,,,,,,, ­1 - M §W§a " __2 I-- 8-4 P��eft"`_ 0"ItrAssurafice , ill Us- Apa" To, Liao hhout DrOrlarri is 4 ray suid, Ispin Q10 Enouse _­ Pr.maisiganuirro"a'Naft Ealigubt aHasoijaild r11A""H=iI1111 outside Hv Relst.nt laurotuas I That:h Ulligi Impact I V.ckmArl DA-4 .,TRI��flft Deak-AIDA-4 1-- profile, Polypropylene Pl.rltla_ ProdVent No Y. No ,o?'v-0.5 17 sawy 600 - ards. shala �,amr. soft stake Machano ly Attached 1. PW6.d Celk, ,a souroey SM - suede, Sh.k.A.,mp; sort Sh.k. is Saxony 106 - Stake. Sha. Aarop; SOR Sinks 20 Ss_y 700 - sh.N., suraiisrmp� Spift Shelia W Tel, E�W.rla IsArtarldes 28 Vil. Florida Department of Busioness & Professional Regulation Building Codes and Standards Product Approval Application Detail C.nrut Englaij, a Ljow Tony Chrrstrian Zachary RA�rjest ($1Z)248-3406 PE-74021 lonygibor,el.ad.firillroom , Mr. �1_ !!! 26 ira. .tato rovfyordflator,with Wild, 20 gai 76 oA_ "is roffyeatfl.tor with Intagrat.cl beffle M is. start rool'yentrator Mbri tells RcbIrrAp0nronQ1br,raI.00 M Feast at laal2i validated 91 vallid'i Rulijbitillod PRICApornmA Abol-d status Steven 14 urich, RE MTMP20 9slianDo 09122nq20 17JIM020 PiPpr"d (?47)317-8454 No Yes Yea . confinad'exalrati Gets — Rat Prollid- Denver, Co 1. 1=112020 No Fiat Profile - Stockton, CA 12131=1) We Fiat Pmfilt � R.Hro, CA i2n,IN020� 14. Flat fln,flle - Stocido, CA +213R2620 W. Fiat Profil. - Hisao, CA 12M=R 14D +49h Proda � Kat�� 7X I M112020 No I— Pr.h. - Katy, TX t2131)2020 No Yea Yes Y, yes Yea Ye, Yee Yes Y.s Yee IM-1 Deakin! Reabriant PrIssims NX WA WA -W-52b NIA NtA NIA WA Florida Department of Business & Professional Regulation Pre.,1.1`2 Building Codes and Standards 11&2D21 Product Approval Application Detail Cadar, awt, 2011i �01111- V& latrudin, ad, Tift Wal isan"u Contact istalloodir 6 utorlso Valldlirfd'SlOt Vandatini Z�Ltmftd PSC Abiorrviral Approy Status Reysiqr Z020 CAP Michael Stith Roban Parini- 4.1in W.�Kntzemrh. PE lnal2erar2a (19,21r2lll IDIOW020 12(161420 AW�od cOvesir., Pawing, lallo)70-34­11 P5_5810 (054) 772-6224 Subcategory. AspnMt Shkigivs Mworragaroom Aaotervtdle�Msa holftaelfprUse bw AD90 s_* -fl,od,d MWOL Numb,ir,gn 61.101a *.duslf Description cb!ftmstir in 1410 q,tside HVH assistant Em I GAF Asphalt Roof Shfirrilds Fiberglass relftiOnced 34mb, terminated. b-toband I 2M82022 N. Y., NiA PVA hiplIkige-ph.1tshlruiles, Florricla Department of Business & Professional Re9plation Building Codes and Standards Product Approval Application Detail "i;d 1 art tozo2i I Code anin 099 .21da. Date Poncing 900 TVs- version art-nudurrat C.6141t larnihn- & Llaanaa Validated BY V211d" ftb.Ift.d Plait AW-al Appi-ad 1!!� R-alon ZOW FloddaMetelPradjobilro- Clark Jones 4imas L'DJOWrl RE-0 St"n IA Vft, PE 0�12,mx ll 10104f2O2O 17116,2070 Appr-ad , � I I Catogirry: Pool" , (90 � 4),783-8400 C , RUCK Eseires I is 1 jl Ti 317�8454 1 G.Kahatirny., Roofirs �� ... stories th.r,at an clarkrIlfl— a— PE-31242 11 - - - - � 44arbAssorande, Approved& Aptrovad far Use witil Deslian I 8-0 3 il��Vlt . blek, carduld parob- 6 C.rdirriatExpitathilivers, in HAZ outside,)l R,sW,rt P-sona AH do 0 RIj9CVert&qdot: Aluminum 0 vent lorplobecircoftfabdisuted i213HM24 NO: yet No NJA . Iforn Os2V Munn"Im Pao, i .f 3 Florida Department of Business& Professional Regulation P.O. I .4 1 Irvzon Building Cedes and Standards 1125022 Product Approval Application Detail RAVERM 20 Code Entill, Data D�ft [Dale Pending Data Atuaraaad Alta T_Q Version Manufacture contaict Validated VAR-ated SUbmitted FSO Aopmwl Approved %like 11ID&F2020 ApPro,ad Revisibul Z12a ,Global Protection Pr*dL!dts, U-C, 'TIM Robinson Walle,A.7111t Jr., P.E� JohnW, KnAZerviah.. PE 0910812020 QM&.-2020� 101011=12G 12115r2q2C I Apict-0 CarfeiiW. Shutters (954) SM-7545 PE-441e7 P54) 772�8224 SubCattaillatV: Strem Rpridlis tim,nobirlsonagpilent.com - compliance Method: Evaluation RqpQrt from a �Iqj�da Registfued'Archtectora License0,Florridia . - � I NIA WA NIA NIA NtA NJA NfA NIA NX NIA MIA WA Florida Department of Business & Professional Regulation , Building 00des and Standards. , Product Approval APPI11,01tion Detail pabOe'l or I v2s=? I Fiords Department of Business & Professional Regulation Building Codras,and Standards Product Approval Application Detail Polar I -01 i,712021 , I ii � i i i i ii : i I;i I ;�i : I I I Code : 1; I : I 11 �i �, : i I :;I i ,i ; ii 1 :i: ! I I i iii ; I ; i 1 i! = ! i I I i 11���� i i j: Date Date Oilt Pariding I Date Code M or .01111 MR plablPeinding Date TvDe version Maii Odfft 4 Licenrie, Validated Validated Sublitiflaid Fee AppMvaI Aponoved statul I T-0 version marartagg. Contact Xminalar&H-Halialis validated Sr V,NgK,d submittisli Pac ftioval , A"Wd Sbd-r Revition 2020 All American Shutters and G *a Mike Barbed, Frank L, Earn nardo, RE Troy Ststicip, Rr� 1012WD20 1011 5M20 11$05i2020 1211&2020 Apiprc�ord Re,fto, 202D AIPIMe Stuart Lt,,A. ICC E%ullisfil- Servicer. LLC WHO.. M. Radlera. PE 101)X20 i M112020 i 145,2020' limnm Approved CatistotV Shutters (561) 712-9882 P5.004GE49 (954) 947-0880 1 tatepary: structural CoMpolarts (321) 7 10-U77 (40) 6al-1817 SutiCatilgoiy., Storm panels rolleeb@,aiamericansibutte SulbCat.garyi Trust Met- M"Galpmart.,mm Compliance Method; Eval � ualtion Report from a I , rsoorn Compflaincalliathobt Eyal.ation Raw Irom . F!t,ki. Registered Archibact or a Licensed Florida Prod4bi Eveloadd. En* Professional Engineer li" -` �_A_`,___111, " ... "' "-"- "I"' ��"l';",,""�,,�,,�ll,�-,�'111-1111"-r-,,�""�",-"I-l'I'll�',�'ll'-�,---�1-1-1111"-'-�l"- -""-"�"I'l�I'l�,�'ll�ll"����',�", " , "I"' __ " " " " , , "', �R� , � , -�,,_, , 1, � ",��,­;,�,�,,W��- "' "'� , � . . . . .. ��'v_��, '! � ­�-�­ ­ �,,"!",4­ " '­ , - , _', gmv�4� -,� " �_ . .. . .... _,_ - '­�11,11­1�1�1, , , ,_ �_",_��,�,'.�, ; ",-o" ,,_-",, ,__",,`,� -, I � " I , I",," - __ , - " _ _ , " , , , 11 -1, I I �� 1, - I '11, ­,; ___ G n """, ,, ,�, ", -, 2, �j� "" , , - I , I -1 - - I - � ,I " �"'_� 16 _,'�' I � "I �9�9'11 ���2I I - `,- `�"', 1`1 � ,X ,� ""00"000, ��, 'W'111 ',�_� _� �` 1'1, L ie�,,111 �,t � , .i, I�M , S.Warr Aiuriggr.. APPir,idibfUs, _far 11- atRL ... d - ". _ - � , � � ,_ -, "'e- -, , � Inroad ,� ,� -, , , i�', � ", � __ i, , �, � QualuxAsursoc AlijilrdyednUluse, Ap6roverdfor-Us Inuolact Deralan $04 Or ePuWuint 119,101-flurabar or Name, Product Delerlilgor gibirradeeidaloritusto I In HVII outodeffl�jz 1"Jaclairt lattesure 51raq 0 Product rl Numbibrorwine Produat Destnigggii CwtU!i# Expiration Data In tivjqz outside HVHZ Rerfivian Pressu 1 I7W S011ftlue, Higa-ft-Irth tH &OMP: 1) Metal Connect. par. I IMM12024 Yet Y. NIA, NIA 1 '249aGalvanized Steel Six. Panel. Z4Sa Galvanized.sbilial Storm Peni.b. 12f3V2022 Yes, Yes yes IWA 2 TWOOG) Nligo Plate, Metal Connector Plate. lm4j�024 Yes , Yes 14A N;A 3 ITW 8qGL-*IAe Trulm Metal Connector Plat, I 2r31=24 Yes Yea WA rliA 4, ITW 9CC/Aiphle Weve 1 motaicoh-tapku. I 26112024 yes Yea NIA NA Florida Department of Business & Professional Regulation Past I of 2 Florida Department of Business & Professional Regulation 1 P.O. I .f 1 Building Codes and Standards IMJ2021 Building Codes.and Standards s`14021 Product Approval Application Deta 11 Product Approval Application DeAll CQd. W* DMV 2di Dat Frinrnfi- 249 12jilitillibialtag i 1 1 i i � ;; , & ii 1 i, i : a owai a !ii a ud. 1 i 1: � III= 1 1 1 xi ii i ; � 1 Erltitv or it 1 OMENS= am" am- oaf, �jLdldar SWAMI= a- 5MMIMENEEMENNER= CQ_ Tl- Vivarlarl Mamultatunit canitst 9,,,h,,, & IS— Velidated By vallitaitill ALdnated Fac Onaurrand Agirria,ard Status TV DO Version mainufacturar Contact alatneor a Utah" validated 8v validated submitted F111CApHarovol Abroar "Itatrus Tape versbr, marruilackrular R".I.n 2020 MITak Inc. Vin Weldon IQC Evaiudion Service. LLC ICC Evaluation Service, Damir-1021 Osylof=i 08,12rA21 AW..d ftysion 2020 wevOrarce. RcbB.id*. i0C Evaluation SW*., I-LO 1. Lehrer, RE, I 02==21 lon=,Q *=V2021 "o,od AIR-stion 24120 Atha Aluminum Inc, 0.alroirw. structural C—P-0 (0sZ5 6984635 LLC- cattgone,' Str"Iccrnponerics � (25?,jk4-64?O �sbie) 839-32" catedry: P'trud Will. . Sualceiagory, Trur" Plate- .,,*IdadQnffi..r. 42") BM4800, R.Kohni.ty, E.*.—d Limcber Qd�A.121tdWroia­y6rh� Subcategory: S.Mas Compffaliceilettiod: ElVallialion Report from a CoMpHancla ilattkod; 6ituallon ,Report from a , euse— Compilance, Method: EvsHustor, Report torn a ProduOt Evaluation Entity Product EWqatloh Entity Norld, ilegItrated Architect or a 1-lounsed Noma ��aiil - -, , , , ,"'� W � '�,�,,,-�,"! ", , "�, , , _, " , , - � , , � " , , _ __ ffi�� , , � � , . ,- ", - " " - ,- " "' , " , " � __ �,, ��,��,�;;��,,',�,,�,-,-,"-,'�'���,���", ',�,';:." �� -­­'r, " zll­�­ ,.t��, "",-,�,����"",�".7',�,.-,i���r�p"�-,,�,,,-,,���:,��,,�,,,�', 'I�,-"���l",�ll'-"""��,'�,,�,",,��� ,,),,��,, ,�,,T,­��,, �­�,4­':,�'F,­,­�­, � — 1�� I'� 1,_ ,x " , 11 I " " __ , �.,� jj� , -, I , 1. A-1 "", 141,01, M101, , �� 444A ,',"­ ­­,--,�,, � 11 ", ,11,1,Nll� ,-�,,��,-"-"",-�"",?"",,�,�,,,�,�,���l, ,,��,,,, 1�1 --I-",,- IR ­W�­',,-,,' ,.,i�_,�,,`�',,,,,,,V7 ,,�,v ?V4� Prof-sionet Engineer __ 4�,, � ,'�_ � ',1,,-'L.­_,­K,­, __ �,� A wroM for Lisp Approved for Use Impapt 9waftly Aluburainco DOW - ." " ­ �_ ,,K "05A�',"-,,PM , 11 � ,'�,,,?�,�4 , ouality upurance � .�`,,,, Addlylved far usy AN,vad for U. -�� lCiiiiiia Vast- lj��iWz�--"&,��� � � . I , � , —1-1 , I ��_ �­ ­11 s `-,� , APAA Progm Mgckil. Nigtiurbor NUN product toestrurtim Contract lbxpfratloaj�at I In hvHZ QuIddl! Resistant pressure S-9 Prddu,K Model. Haunter or, Nanne, a , dretabitmotratiptiloat, ItINU 21,131de AvHZ Ilbrastant P'"" I M16AHS ' Is on. high st-411, tn"a—rard. Platt 12=2022 Y. Yo N/A NIA I WHeloveim LVL UmInMed! Vanser Lumber 03`3"20251 No Y., WA , WA S.-A Fra,lua 11.6al. N..b.- N.— , 2 M16SH8 is ga. super high larengub(niss conneato, plate 1213IM22, , Yet Yea NIA 'N/A 2 Panels. PEL Flualkil Sr.m Lumber (13MI12OZ3, No Ts� RIA NA 1 �Wlir A14mhum Wiogamp: VentedAllmliffirin Sailly, 3 Mil Is 16 ga, Imes cannecarplate 12v�V2022 Yet Yer NfA N/A Z 'unnerStrand LSL Laminated Suand LuMbar mai=23 No Yea trIA NIA qmu 92m; wand 4 MT18HS 1 8 ga. lion .fiernith I— .rracl� plate i 2S31 M022 Yes Y­ WA NJA 4 Tj Ism Board Siniluturau composite Lumber or O'lentod snand 03i3itzoZ13 N. Y., Hl�_ MIA 5 MT20HS 20 oc high strength truss connector Plate 12Y31t2022 Yare Yea WA WA 5 Wetierhaeaser RIM Scard board Rm Board GrIanted Strund Scard Rim Board 03131,2023, N. Yes NfA WA 6 TI-18. U718 is ga. MW conn6d" Plates 12131=22 Y. Yea NIA NJA 7 TL20. P6720 20 Ore. truss carmootorptates 12131=22 Y" YAS NIA WA I . I I � Florida Department of Bysineiks & larcif",siorrill Regulation Building Codes and Standards Product Approval Application Detail C.r&d joevalvis i.46715(0-2�8 alph.014mourrilmay.h. saw Product Description ,4phaAlunifirom,axilld &Amp;VPdtyvI Aluminum , soffiv pribij samp', WMd Date = Vallibribrd 5, Validated Sub.IW ,Stovall M. Udon'. PE IVIEW20 i vism2d (717i 311-8444 ON3=023 No Yes Fact I at , 2 ebattar2i - Ao., a" ,11,�Wv2q Approved O" Friassura No N/A I __ _� 7� i__ a 4 Product mothel, kumbeT or Nam Product Descritiflon t;.TM,t E-AN1,111,11 M VHZ Holds HV-� F bishat4rit 1 20 Gaps Galvanized steel $Wmn Farielall-IMFIZ col-rudated GaNaniterl Steel Storm Panels retained ID3112022 Yes Yes Yrr'b NIA or not by traci�s to provide humatine protection, 2 24Gage Galvanized Steal Storm PanelslNHVHZ Gomoollited Galvanized Steel Storm Panel. retained 121316022 NO Yes Yes NIA I or not by tracks to provide hinrl�neprctecton. Florida Dope rtmert of Business & Professional Requ lation Building Codes and Standards Product Approval Application Detall Page, I af I IM21>21 QOft 511111by axis gas Debt Fbinkthid I Data T­ version ,slaimiltbJurair Conrad Enalautur & Uc,n,, Vaildellad by V,Iid,[,d Subrefteld FEIC Anamal Aportryad stru'. R.Ii.10n 2020 commorchil Colsete Produclsh,4. plotion Gillis SaMU01 A. Gdriurdero Join Hoy 1W612020 121TW420 IV294u)20 bfirg FSC Appr, category: surtioural Components ($13)650-3tror PE-34245 lS52i SU-5311 SOIrcategalyn. Products Introduced as a Result at pn,caat9rac,r@y.ho­m, 14WTdchric1qpy' Corripliar"Orethod: EvaUatoh Report from a Plod. R.9irhn.dA,chrtsofar. Li-.sd Pl.hd. 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(D -t--- 0-0 0 0 -0-0 .= c= 0 2 5- — a 0 a) ?:: CC = 0 = Li- ,,- — CU . D U) -F= -0 a) Cn E I— a) -P.O CU S2 C:L F - CD -0 110- r - -I.- Cf) CD_ < ff C-A —/-V-- C-A ' \,:,, . I 01 Cl-, > = I- W cn g- = gm u = "' c", . -= — = >< Q. I cc .ne =, — (A -= (n r.4 -= = cu - :Z !! 3: 2 - - �O,Z fm W 0, =. . 5 s _= � = = = " C3 = " := -CC 3: W _�; 3: , Hill, = . = . Sir - Z.- Co U W = = 5: = . -, !! > " -!G- -= = r= M a: C) (j - .R Cn L. (1) E -6--i :3 0 0 :7 i = U) M ICU > L_ 2 > CL 0 CL < L. -6-i L) =) _0 0 < " 0- (1) (1) i L) CC M I < -10 0- i....... 0 L_ CC " W 15 C: < (1) Z - j Z < I _j CL - SHEET NO. PA 1.1 N to (Q N .­0 U N O� N O ' - � Simpson Strong -Tie 2020 FBC Approved Products. FardrootlnkslpallSSTapprovatsllsledpeipw,CLICKHER U Updated 1Zl3612p20 P � Simpson Strong Tie 2020 FBC Approved Products FordkectAnk5loaIlSSTapprovalsAstedbclov,CLICKHER U dated 12l3012U2D P CCL ,,. Simpson Strung Tie 2020 FBC Approved Products FUdPectNnkstballSSTSpprovalsAsMdbeldw,LICK ',.Information... Updated 1.. D P d 2f30l202 " Simpson Strong -Tie 2020 FBC Approved Products Fordirect.li..n_kstoall88Tap.prov Updated 1 t) P da d 2/30l2pZ. O (D L - -. Fdry dl[lehel lnfq'm aF1 fltl e8ta1colds °SystemwdMami 0ad CWnY ...regarding-.,. . .Product. -. ..Notice.-.._, -0r(N A).CLKH RE. Fa addt additional asStelewWa Prod St roveSYSteri and.MiamOsde CountYNatceotAecePlace . . ... (NOA).CLICK . . Atonal.[9ardin Flddsss<91 wide Product tom and Man -Dada County .... ... _ .Acceptance.... '(N A).C-rKH R ,alsAstedbelow,CLICKHERE o -ta aY AFlorl a53t 1eWlde-P Fdr adddIoal intor attoductflPProverS am -an Miand County Notice of Adae- Esoft (N7A),.CLICK HE . .... ' _0 FL#2355-R7 FL#10446-R6 FL#10456-R5 I HUS HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8' to 3- 0 CU Cl) 9/16" and heights ranging from 4-5116"to11".Concealed flange � (� Sea # Product Model. Numberar Name Product Describtion Sea # Product Model. Number or Name Product Description Sea # Product Model, Number or Name Product Description version (HU$C) available for models having width equalto or O ' 1 Titan Stainless Steel Concrete Br Masonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34 A35, A44 Angles 1 ST, BTB, BTH Brick Ties greater than 3-9116 . "0 O L 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMSTI2, CMSTi4, CMSTCI8 Coiled Straps 12 iUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- Q C 3 APS44, APB44R, APV866 APSWR, APB88,, APB88R, APB1010 APB101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16. CSIB. C$20, CS22 Coiled Straps 5ff' and heights ranging from 9.1 X' to 16". C O _0 FL#9589-R6 APVB44R, APV666 APV886R, APV888, APV888R, RPV81010, APVB1 310R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3 25-SDS, LGU3 63-SDS, LGU5.25SDS Face -mount hangers Co O (� 4 APDJT2-4, APDJT2R-4; APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4 APVDJT2-e, Outdoor Accents Deck Joist Tiss 5 CTS218 CompressionlTension Strap 14 LU24 LU26, LU28 LU210 Face -mount hangers ([f O Sag# Product Model, Number or Name Product DescaggM APVDJ72R-6 6 DSP,SSP;TSP SeridtoPlate tie 15 LUC26Z,LUC210Z' Face -mount hangers ,� -0 E O 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH40,APHH46RAPHH610,APHH61OR Outdoor Accents Heavy Hanger 7 H1,H10A,H2;6A,H3,H6,H7Z,H16,H16S,H15-2,H16.28 HurricaneTies 16 LUSseries hangefs Face -mount hangers available inwidths `ranging from 1-9/16"to4- a) 16-a! Cn L- 2 SD9112 SD9212 SD1011-2, SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4 APTS, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam-to-Colurrai Ties $ HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-15116"• . (n O CU CL 3 SD91128$, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R„APLH210. APLH21OR Outdoor Accents Light Hangers 9 H$24 HurricaneTie 17 MGU3.63-SDS, MGU5 25-SDS, MGU5.505DS, MGU5.02-SDS, MGU7.00-SDS Face -mount hangers � t -t--+ �- 4 r, SDCF22434 SDCF a1 F 22 2. SDC 22614, SDCF2P700, SDCF22858, SDCF2210i 4; _ Strong DrNe SDCP Timber CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 : - - HSS2 SDS;S. HSS2 2 SDS3, HSS2 3•SDS3; HSS4.5DS3 Heavy Stud Shoe. i8 MIU serves nangers " Face -mount hangers available in widths ranging from 1.9116 to 5= ' ^ SDCF221134, SDCF221334 SDCF271958, SDCF272358 9 CST2Z, CBT4Z Concealed Beam Ties 11 HST2 HST3 HSTS HST6 Straight Straps 1/8" and heights ranging from 6-15116"m 19-112". 5 SDCP22434,'SDCP22512; SDCP22614, SDCP22700 SDCP22858 SDGP22912, Strong -Drive SDCP Timber-CPScrexv 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24 HTS28,, HTS30; HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers 5DCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ1 BKTZ; HTSQ20KTZ Heavy Twist Strap 20 SUR: SOL SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SOHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw/ 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9/18 and heights ranging from 3-1116"1n 13-314", 7 SDS25112, SDS25134, SDS25200,: SDS25212, SDS25300, SDS25312, SDS25412,. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12 LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available: for all double SDS25500: SDS25500, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2Xand 4X ilmdels; only acute flange is concealed, S SDS25112SS, SDS252OOSS, SDS25212SS; SDS2530oSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths rangingfrom 1-9116"to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 15 H2A, H25T, H8, H10A-2, H10S, H14, HGA10 HurricaneTies 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-518"ro 11.1/4", 17 18 HCJTZ i HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium GirderTiedown Straight Straps FL#90007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA1"5, MSTAI8, MSTA21, MSTA24, MSTA30; MSTA36, MSTA49 Straight Straps FLX10667-R6 20 L30, L50, L70, L60 Angles 22 MSTC2S MSTC40, MSTC52 MSTCe6, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Descrintien 21 LCE4 Post Cap 23 MSTC48B3; MSTC6883 Pre -Bent Straps Sea # Product Model. NumberorName Product Descrfntian f ATR3l8, ATR11Z ATR518, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST126 MSTI36, MSTI48; MSTI60, MST172 Straight Straps 1 BA series hangers Topflange hangers available in widths ranging from 1-9/1e" to 7- 2 ATUD5 ATUD6-2, ATUD9,'ATU09.2, ATUD9-3, ATUDI4, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTSi2, MTS18, MT818; MTS20, MTS24C, MTS30, MT830C Medium TxastStrap 118" and heights ranging from 7.118" to, 59'. 3 BP318.2 BPI/2, BP112.3 BP518-2 BP518-3 BP3/4 SP314.3 BPR D3.4 TU Beal Plates trig ate 24 LSSJ2BLZ, LSSJ26RZ, LSSJ28L2; LSS,128RZ, LSSJ210LZ, LSSJ210R2 Field Adjustable Jack Hanger 26 - - NCA2x10 12 NCA2x12 12, NCR2x81$, NCA2810 18, NCA2x1216 Bridging 2 DGBF serves hangers Top flange hangers available ;n vmdtharanging from 3-518 to 7- 4 CNW318, CNW112; CNW5/8, C14W314, CNW5/8-1/2,'CNW314518 Coupler Nuts 25 LSSR1 81, LSSR21 LSSR2 37 LSSR256; LSSR210-2, LSSR410 Field Adjustable Slcpeable/SSkewable Hanger 27 RCWB12 RCWB14 Wall Bracing 1/8" and heights rangingfrom 9-114" to 24", 5 CTUD55, CTUD05, CTUD66. CTUD75, CTUD76, CTUD77, CTUD87 CTUD88, CTUD97; Coupling Take Up Device 20 LTP4, LTP5 Tie Plates 28 RPS18 RPS22 RPS28 Repair Plate Strap 3 DGF series hangers Topflange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML247., ML282, ML28Z, ML21OZ Angles 29 RSP4 Shad to Plate Connector 5/8" and heights ranging from 7 114"'to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1 SP2, SP4 SP6, SPS SAid Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUD3B, RTUD4, RTU04B, RTUD5. RTUD6, RTUD7, RTUD6 Ratcheting Take -Up Device 29 MMHC Hinged: Roof Connector 31 SPH4, SPH6, SPM Heavy Stud Plate Tie 5/8" and heights ranging from9-114"to24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28.2, MMLU210. MMLU1211. MMLU139, MMLU1311 Face -Mount Hangers 32 S$1.5, SS2.5; SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Topflange hangers availably in wroidths ranging from 5-1/4" to 8- 9 TUVV38 Take -Up Washer 31 RBC: RBCP Roof BoundaryClips 33 ST9, ST12, ST18 ST22,.ST292, ST2122, ST2115, ST2215, S7`6215, ST8224, ST6236 Straight Straps 7IB"and heights ranging from 11"to 32-IrZ'. 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, T830: TB3A TB42, TB48: T1354, TB56, T660 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 1/2" Uplift Rod Run Tledown System $3 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TW612, TVVB14 Wall Bracing 1/4" and heights ranging from 11-114" to 32'. 12 URSS 5I8" Up; t Rod Run Tier System 34 STC, STCT, DTC, HTC4 TrussClips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle: hangers available in widths ranging from 3-114"to 3-718" 13 URSB 3A" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WS100, WS106C, WB126, WB120C, WB143C Wall Bracing and heights ranging from 8 1I2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Cups 8 GLN series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 11"to32". FL#1 U441-R6 FL#10531-R5 g HIS series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 1/2" and heights ranging from 8" to30", Sea # Product Model, Number or Name Product Description sea # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers availableirwidths ranging from 5.114" to 8-76' 1 0TT2 Hold-down Sea it Product Model. Num bar or Name Product Description 1 CBH2 37x5:5; CBH2.37x7,83, 0SH2.37x9:75 Concealed hangers and heights ranging from 10-1Z to 28". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series bangers Face -mount (DU, DHU) and top -gangs (DHUTF) hangers 11 HGLT series hangers Topflange hangers available in widths ranging from 3-114" to 8- 3 HDO8; HHDQ11, HHDO14 Hold-down 2 DSC2R-SD83, DSC2L-SDS3. DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1 9/16" to 3-9116" and heights 7/8" and heights ranging from 7-117'to 32'. 4 HOU2, HDU4, HDU5: HOU8, HDU11. HDU14 Hold-down 3 G8C' Gable Brace Connector ranging from 9l/B"to23-15/18". 12 HGLTV series hangers Topflange hangers available in widths ranging from 3-1"'to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCPZ HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5;25-SDS, HGU5,50-SDS, HGU5.62SOS, HGU7.00-SDS, HGU7:2& Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8, LSTHDSRJ Slap -style hold-down 5 HHRC2-2, HHRC42, HHRG42-2. HHRG411,81, HHR044, HHRCS 2513:25. HHRC5.3713.12 Heavy Hip to Ridge Connectors SDS, HGLr?DO-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8" to 7- 9118" and heights ranging from 1W to 26'. 8 MPA132, MPA144 Strap -style purlin anchor 6 HRC1.81, HRC22 - Hip Ridge Connector 3/8" and heights rangingfrom &N16" to 12-718". 14 HUSTF series hangers Top fie ngejoist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35; PA51, PA68 Strap•styla purlin anchor 7 LRU26, LRU28 LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS HHGU5.50-SDS, HHGU5.62SDS, HHGU7,00-SDS: HHGU7.25•SDS, Face -mount hangers 3-9116' and heights ranging from 5-3/8" to 10 PA118, PA123: PARS, PAI35 Strap -style purlin anchor 8 LSU28, LSSU28 LSSU210 LghtSlopeable/Skewabie-U Hanger HHGU9•00-SDS 15 HUTF; HUCTF series hangers Top flange hangers available in widths ranging from 1-9116"to 5- 11 STHD10, STHDiORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2 HHUS210.2 HHUS46, HHU648, HHUS410, HHUS5-50110, Face -mount hangers 112" and heights ranging from3.7118"to 15". Concealed flange C=t 12 STH014: STHDI4RJ Strop -style hold-down 10 TC24: TC26: TC28 TnassClip HHUS7.25/10 version (HUCTF) available forall models having width equal to or `y 11 THA29, THA2f3, THA218, THA21t3-2, THA222.2, THA413, THA41B, THAC418, THA422, Adjustable Truss Hanger, 7 HSUR HSUL, HSURG, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426, THA422-2, THA426-2 118" to 5-1/8" and heights ranging from 4-='to 15-3/4"- 16 HWP series hangers Tap flange hangers available in widths ranging from I -WI 6" to 7- " 12 THAI1 81/22, THAl2.06122; THA121122 THA1222, THA1322, THAI3522, THA1422 Adjustable Truss Hanger Sized for Waists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from a 3/$' to 28". 13 THAL422, THAR422 Skewed Truss Hanger d 4 double 2X anXmodels only acute flange i e ange s concealed. 17 HWPH series hangers Top flange hangers available in Wdths ranging from 15116" to 7- q 14 THJA2$, LTHJA26 LTHMA Multiple Truss Hangers 8 HTU26 HTU28, HTU210; HTU26 Z; HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from "16'to 32". 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26; THJU26-W Multiple Truss Hangers- 9 HU HUGssefies hangers Face -mount hangers available in widths ranging from 1.9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/18"to 3- W 16 TSBR2-24- Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19-114". Concealed flange 518" and heights ranging from 9.11$;'to 16'. 17 VPA2, VPA25; VPA3, VPA85, VPA4 Variable Pitch Connectors version (HUC) available forall models having width equal to or 19 JB series hangers Tap flange hangers available in width of 1-9118" and heights 18 VTCR ValloyTruss Clip greaterthan2-911s", ranging from 5.318"to7.14'. m X 10 HUCQf.8179S0S, HUCOI 81/11-SDS, HUCQ210.2-SDS, HUCQ210-3=SDS, HU00310- Face-mounthangers 20 JBA series hangers Topflange hangers available in width of 1-9116" and heights SDS, HUC0410-SDS, HUCQ412-SDS, HUCQ5.2519-SDS, HUCL15.MrISQS, HUC0610- ranging from9-3/161to13-118". c SDS, HUCQ812-SD5 VO o rep a CV X d � Q is ar to a a E 0 u Y 0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 L-ma "M Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strung -Tie 2020 FBC Approved Products Updated 12/30/420 Simpson Strong -Tie 2020 FB.0 Approved Products Updated 1213OM20 - For direct Inkstoall SST approvals listed_ beiohv, CLICK HERE. For direct Anita to all 8ST approvals listed below,. CLICK HERE. For direct links to ell SST approvals listed below, CLICK HER For direct Inksto all SST approvals listed below, CLICK HERE « For additional informationre regarding m FIonda'sStatewide nde Product Approval Bnd Ma'-DadeCount Notice ,CUCKER For additional information regarding Florida'sFladda`sStatewide Product and M.ambCauniYNotice of Acceptance {NOA1. Far additional information regarding Flodda's Statewide Product Approval M -Dada County of {N0A},CLIC For addtionaI information arsregarding Florida's Statewide Product tApPrOvat System and JaiA'-Dada County Notice of Acceptance {NOA)CKce• 21 LB series hangers Top flange hangers available in width of 1-0115' and heights FLM146a-RiS 18 S/LBV1 56, StLBV1.81, S1LBV2,C6, SJLBV2.37, S/LBV2 56, SLBV2.6$, SILBV3,IZ Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-118",: S/L3V3 56, StLBV3 62. S1LSV4.06, S/LBV4.12, SILBV428, S1LBV4.75;SILBV660 6 Strong-8olt2.(ST82, STS2.4SS, STB2-6SS) Strong-Bolt2 Wedge Anchorfor concrete available in carbon 22 LSAZ series hangers Top flange hangers available In width of 1-9116" and heights Sea # Product Mqdef. Number or Name Product Description 19 S1LTT20. SIDTT2Z. S/HTT14 HT74, HTT5 Holdowns steel and Types SO4 and 316 stainless steel. rangingfrom 9-SAB""in 13118; 1 HHUS210 3, HHUS210.4 Joist Hanger 20 SIMST60, SiM9T72 Straps 118 mil (10 ga) 7 Titan HD (THUH, THD-HMG, THD•H4SS, THD-H6SS, THD-CS, THD-GSBSS) Titers HD Heavy Duty Screw Anchorforconcrete and masonry 23 LEGS,: LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRS8, HR812 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types $04 and 316 7/B and heights ranging from Win 33-1J2". 3 HUCQ210.2,SDS, HUCQ210 3 SDS, HUCC310-8DS Joist Hanger 22 SSP, DSP; TSP' Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB3 THGBH2, THGBH3, THGSH4 Joist Hanger 23 STC, I Truss Clip Type 316 stain Less steel 718" and heights ranging from 9'"to 32-1/2'. 5 THG02-SDS3, THGQ3-SDS4 5, THGOH2 SDS3, THGQH3-SDS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW34, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titers HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114"to24". TH050234RH THDIO212RH) 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchorfor masonry ranging from 3-318" to 7 11W, FL#11473-R5 FL#i3904-R5 27 28 RR WP series hangers Ridgy rafter connector Top flange hangers evadable in figdths ranging from 1-9116" to 7- Sec # Product Model Num bar or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230.R8 1/8" and heights ranging 91/4'to32". 1 DETAL2D Double Embedded Truss Anchor 1 CCQM3.52-SDSHDG, COCIM4182-SDSHD3, CCQM5.50-SDSHDG CCTQM3-62-SDSG, Masonry Per Caps 2 FGTR, FGTRHL FGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG CCTQM5.50-SDSG, CCCQM3.82-SDSG. CCCQM4:62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, H16S, H16-2. H16-2S HurricaneTla CCCQM55O-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry' FL#10860-R5 4 HETA12, HETAI6 HETA20, HETA24, HETA40 Embedded Truss Anchor 2 EGCLQM3.62G-KT, ECCLQM4 62G-KT, ECCLOM5,50G-KT, ECCLLQMD3.62G-KT, Masonry Pler Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry E 5 HETALI2,HEfAL16HETAL20 Embedded Truss Anchor ECCLLQMD4.62GKT,ECCLLQMD5:5OG-KT,ECCLRQMD3.62G-KT,ECCLRQMD462G- 3 SET-XP SET-XPHigh-Strength Epoxy Adhesrvefor masonry Sea# Product Model. Number or Name Product Descrintion 6 HGAMID,HM9 Masonry retrofit connectors KT,ECCLRQMD550G-KT 4 Strong-8oIt2.(STB2) Strong-Bot2Wedge Anchorfor masonry }� 1 ABA44 ABA44R,ABA46,ASA46R ASA66 ABAWR Adjustable Post Base 7 HHEi'A16:HHETA20:HHEfA24,HHETA40 Heavy Embedded Truss Anchor 3 HGUM525.HGUM550;HGUM7.00,HGUM7.25,HGUM9.00 Heavy Masonry Hangers 5 Titan 2(tTN2) Titan 2 Screw Anchor for Concrete 2 44 44 AB B ABU ABU R, U46. A U48R. ABUS a ABU5.6 ABUt35 ABU66 ABU66R. ABU$8 , , Adjustable Post Base ) 8 5 LGT2 LGT3•SDS2.o LG 4 SDS3' 7 G d r Tl down ire e 4 LG 2 - L 2 : LGUM26-+1 LGU 8.2 L UMF8- G 28- LGU 2 0-MasonryB UM 6 2, SUM 6�3. M2 , G 3. L UM 4. M 1 2, am H r e tinges t it D- S H S D-CS SS Ten HD [TH H4S , T D-H6S , TH 6 ) v • : Titan HD tea y Duty Screw Anchorfor concrete available in 304 ABUBBR, ABUIDIO A6U1010R ASU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3 LGUM210-4, LGUM46,.LGUM48, LGLIM410 or316 stainless steelwith hek head, and 316 stainless steelwith 3 4 ABW44Z, ABW44RZ,:ABW46Z, ABW46RZ, ABW66Z, ABW66RZ ABW7-7 A04, A04R, ACEd, ACB; ACBR ACES Adjustable Post Base Post Cap 10 11 META12, META16 META18, META20, META24, META40 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.12/9.25, MBHA3:12/11.25, MBHA3-56f7.25, MBHA3.5619.25, M16HA3.56111.25, MBHA3:56/11.88, MBHA3:56114, M BHA3.56116, MBHA3.58/1 S, MBHAS50R25, Masonry Top Flange Beam Hangers 7 Titan Turbo (TNT) countersunk. head. Then Turbo Screw Anchor for concrete or masonry V i 5 BC4, BC46; BC4R, BC6, BC6R, BC8, BCS2-2/4, BM-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25 MBHA5:50111.25, MBHA5.50/11.88, MBHA5.50114, MBHA5.50116, 6 C844, CB46, C848 CS66,CB88 Embedded Column Base MBHA550/18 7 CBSQ44-SDS2, CBSQ46 SDS2, CBSQ66-SDS2, CBM88-SDS2,CBSQ88-SDS2 Embedded Column Base 6 MBHU3.5619 25, MBHU3.56/1125, MBHU3.56/11.$8, MBHU3.56114, MBHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3.114" to 9-1/2" and FL#11496-RS MBHU3 56118, MBHU5:5019 25, MBHU5.11.25, MBHU5.50/11 88. MBHLJ5.51V14, 50/ M W2 ranging from 3-5i8 to 7-112" MBHU5,50/16, MSH1.15,50118 3eo # Product Model. Number or Name Product Description O 9 CCQ•SD52:5, ECCQ SDS2;5 Series Sr column caps with Will ranging from 3.1I4" to 9-112' and Sea # Product Model. Number or Name Product Desbribtlon 1 X341711 016 5K; X1Si 018, Xi B1016 4K, XQ1S1016, XQi B1016-4K 410.16 Strong -Drive X Metal SO -Drilling, Tapping Screws with #3 L� W2 ranging from 3-5f8' to 7.112" 1 DTT1 Z Deck Tension Tie Drill Point Ci 10 CPT44Z, GPT86Z, CPf88Z Concealed Post Tie Base 2 H012, H019 Bolted Holdowns. FL#13975-R6 2 XLQII4T122-0 XLQ114B1224.2K 412;24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping � 11 EPB44A EP544, EPB46, EPB66' Embedded Post Base 3 HD36, HD5B, HD76 HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 CPS47 Embedded Post Base 4 HTT4, HTT5, HITS 314 Tension Ties Sea # Product Model, Number 'or Name Product Description 3 XMQI14$1224, XMQ114B1224-2K #12.24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LC844, LCB66 Embedded Column Base 6 L1719, LTT20B LTT131 Light Tension Ties 1 SDW22300, SDW22338; SDW22438,.SDW22458 SDW22500 SDW22600 SDVM538, Strong-Drlve.SDW EWP-PLY and TRUSS -PLY Scrawl Tapping Strews with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCBZ Light Post Cap SDW22834 4 XQ114S1224, X0114BI224-2 5K, XI 14S1224, X0112S1224, X011261224-2K #12.24 Strong -Drive XMetal Set -Drilling,, Tapping Screws with #5 15 MPB44Z, MPBWZ, MPBS87 Moment Post Base 2 SDVVC15450: SDWCI560C Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, P844R, PB46, PB66, PBOSR Embedded Post Base 1701362E-116 3 SDWH10300DB SOWH19400013, SDWHIDBOODB, SDWH198OODB. SDWH1010000B Strong-Drrve SDWH TIMBER-HEXSorew 5 XU3481016,XU3451016-5K #10-10 Strong-DriveXU Metal;$0-Drilling, Tapping Screws with 17 PBS44A, PBS46, PES66 Embedded Post Base 4 SDWH27400G SDWH27600G SDYVH278000, SDWH271000G, 80WH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 19 PBV6, PBV10 P044-16. PC46-16, PC48-16; PC64-16, PCC66-16, ERC44-16, EPC48-16, EP048-16, Round Post Base Post Cap Sea # 1 Product Model. Number or Name SB518x24, SB718x24 SB1x30 Product Description SSAnchorBolts 5 6 5DW$1621Z SDWS10300, SDWSI6312 SDAIS1$400 SDWS19600, SDVVS1971Z SDWS2240D,SDWS225OO,SDWS225I2, SDWS221300, Strong -Drive SDWS FRAMING Screw Strong-DiveSDWS TIMBER Screw(Intenor Grade) � O EPC64-16, EPC88-18 2 SST216, SST 120, SSTB24, .SST828, SSTB34, SSTB36; SSTBi 6L, 8ST820L, SSTB24L, SSTS Anchor Bolts SOWS22800, SDWS22900, SOM221000, SDM221100. SOW8221200, SDWS221500 FL#W320-RO L- 20 PC4Z: PC4RZ; PC6Z, PCBRZ, PC8Z,. PCSRZ, EPC4Z, EPC4RZ, EPC67, EP06RZ, EPC8Z, Post Cap SSTB26L 7 SDW522300DB, SOWS22400D8, SDWS225CODB: SDWS2260OD8, SOWS228COQB, Strong-Drive,9DWS TIMBER Screw (Exterior Grade) EP08RZ SDW8221000138 Sea.# Product Model. NumberorName Product Description 21 PPB44-4Z, PPS44BZ Post Base 8 SDWS22312DB6, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSOB45-5 DSSCB46, OSSCB48, DSHS Bypass Framing Drift Strut Connector f11 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS274008S, SDWS27500SS SDWS27800SS, SDWS27800SS, Strong-Dwe SDWS TIMBER SS Screw 2 FG8435 FC845.5, FCB47.5 FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector V'^� SDWS27100DSS SDWS2712005S 3 FPHSD34S1c16, FPHSD34B1016, FPHSD34B1018-5K: FPHSD34S1214,. #10-16 and #12-14 Strong -Drive FPHSD Framing-tc-CFSSelf- V, Sea.# Product. Model,, Numbar or Name Product Deacription 1D SDWV13400 Strong-Dnye SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSW4B1214.5K Drilling, Tapping Screws ICU FL#10866-R5 1 CMST12,.CMSTI4 CMSTCI6 C814,. CS16, CS18, CS20, CS22 Collet) Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2 25, LSFC423, LSFCB 25, SFC2.25; SFC4.25, SFC6,25 Steel Framing Coonneclar U MSSC6.25, 2 HRS6 HRS8; HRS12, FHA6, FHA9, FHAI2.FHA1S,. FHA24, FHA30 MSTI26 MSTI36; Straps 97 mil (12 go) 5, L5SC4 26, LSSC6.25, SSC2 25,.SSC4.25: SSCB 25 MSSC2.25 MSSC4.25 M Steel Stud Connectors W Sea # Product Model. Number or Name Product Description MSTI48 MSTiSO, MST172; SIMST27, S/MST37, S1MST48 MSSC4.26KW M5SC625KW 1 FJA,FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, Irri HTS30C Heavy Twist Straps FL#1.5363-R3 _ 6 R.CKW3, RCKW5.5, RCKW7.5 RCKW3S; RCKW5.55 Rigid Knea Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LS1I49; LSTI73, M3TA9, MSTA12, MSTA15, MSTA18 MSTA2I,MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45.5, S0647 5, SC1649 5, SC6411.5 MSCB45.5 MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46 6, GH46 8, GH48 6, GH48 8, GH410 6, GH410 8, GH66-6, GH66 8, GH68.6, GH68 8, GH610.6, GH610-8 Girder Hanger 5 6 LSTA9 LSTA12, LSTA15, LSTA18, LSTA21, LueTA24, ST�2, ST2122, S'I2115 STF215 LSUSH3.25, SUBH325, MSUSH3:25 Straps 33 mil (20 a ) Bridging Connector 1 Product Model. Number or Name AS 18, AS ns A81 BS8 Product D escription 18 ga. Truss Plates 8 9 SCS32-5197, SCS62 5/97, SC562- 51118, SCS82 51118 5CW3.25 SCW5.5 BypassFramingConnectorO_ Head -of -Wall Slide -Clip Connector 4 GLB5A, 01-85B; GLB5C, GLB50GLB7A, GL87B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC6.25, M1SJC10.25 Steel Joist Connectors 5 GLBT512 GBLT812 GLBT516 GBLT618, OL13T520, G13LTS20 Glulam Bearing Plata 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLi3C, HGLBD Heavy Glulam Bearing Plate S MSTA30, MSTA36 ST6215, ST6224, $T9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong-DriveXLSH Shouldered Self -Drilling, Tapping0 co `V 7 HGT-2, HGT•3, HGT-4 Heavy GirderTiedorm 10 MSTC66, MSTC78 ST8236 Straps 68 mil (149a) Screws W 8 UFP10SD53 Universal Foundation Plate 11 MTS12, MTS16, MTS18• MTS20, MTS3C, MTS24C, MTS30C Medium Twist Straps 13 XQiS1016, X01B1016-4K, XQ1Si214, X0181214-3.5K, X078S1224, XQ78BI224.3K, #10-181412-14, and #12 24 Strong-DriveX Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S181 56, S101:81, S/B2.06, SB2r$7, S62 56, SIB2,68; StB3.12, SB3.56; S7133,62, 8154.06; Top Flange. Joist Hangers FL#15730-R4 XQ114S1224; XQ114DI224-2 5K, XQI 12SI224, XQI I2BI224-2K, ) 4B1016-SK, Tapping Screws S/B4A2, S1B4.28, S164.75,S6550 X1SiD18, XIB1016-4K, XiS1214,XlB1214.3.5K 13 SIBA21218; SJBA2.12110, SBA2.12112; SIBA2.12/14, S8A4,1a/87 SBA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z J SIBA4.18112,SIBA4lef14 1 ET -Hp Adhesive Anchorfor concrete Z 14 SIHIA HurricaneTie 2 GAC GDP, GDPM-50, GDPM-75 GDPM-100, GDPS, GW50 GW-75, GW 100, GTH Gas -actuated fasteners and assemblies 15 S1HD8S, S/HD38, S1HD10S SIHDIOB, S/HD15S, 3/HD159 Holdowns 3 PDPA PDPA-K, PDPA MG PDPAT, PDPAT-K, PINW, PINWP PINWP-W, POPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 S1HDU4, SIHDU6 S1HC7U9, S1HDU11 Holdowns POPAWL-MG; PSVL3, PSVL3-K, PCLDPA, PECLDPA PTRHA3, PTRHA4 J 17 StJCT,S/HJCT Joist Hangers 4 SET3G Adhesive Anchor for concrete: a SHEET NO. May 27, 2022 PA 1.2 Cn • V d # a -' �' V ,- .. t #sane m -. p:. i • • f.. • : '. as . 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"�4 '" y 1€1A�; '. , .. ;i+« � � "''Mb. 3 9 Wmd,to rr.49ai gp A ,. PV/^� tA Y _.,. s_ ..:. ... ,a".',,. ,. ��� -_ #�� �� t� _�L".�_. :.� . �5; a 20 • e ' y� K Aria++ sha& mud � �WK Ph - ... yy��yy$$,99R;}'ya�yy -,�i .1J.p V -a�r3 .....} ¢, ,i9,�y�9 q��y(�+�y� ',qp, 1'�Wl A �' - \!' Yn J,.�.iYr _ 9�`y��« }a ,i•„a,:`'s/'P,<T 'u i i t^+ �i- �y �,jgy,� �pR,�9� ray,$fbr 'r�y,/,�, .:Rt., . � ' T 2, ,ga #M'�. 1 IALM ASIN.a.:, D. ', a■.•,..,a.,x; L t T " j�� 3'..#2 < .:. >` g�a �•�,1�1�gy�aa�te yg�: �aP+ ya Reap J1 WiW r#,4 i�1,fi� it YM1Ai.. e? , 4,9��' 2:C9i.. O '. o -. t'_ n. `' I 1 t , +� cif. con-f °�r �' to j1 �i�an � �', to t 0, � - �y9 ya yam++ asap < L ■A■ :. y�-i,-MATERIAL � yak«' 3.dnlr"3'.i ... aJx p� ,��]y'a '9��e, interest and :�+y, ,�y,� dated ixd LL' A1:1 1 .: Ld°, � '' em ~ �. .�°.. .'. : , -,:',. Lifas'ti:M.•F. Yj! E, .:,:.. y■ !1I�M, yy'#{v j,�y ■•�. y.�� �j.��«gY� :. L '%Scat _,:. ,, ' o � ': :kdli" 9�s `-� � 3i.'� +a1AM, ', d .: � I; i : -. .. " ,:.`.. ..,-. .. ,.., - , 2'. .... • ..- 9' , :... _ .'�` .' W ... I:Notke f}��.}1 �e..1+Y,', tI ti 'a, it. V ', - Y -,° to : yygy Color .yTom+'. . as.%vak 1i .,docun- bdwem'm. !ryLi� a3A ryW.� : w... Inc',and CGI ... �3�:,em, Wq�a: La**- Co IvIndows Inc, -on, Of and 2. Notice of Acceptaace N6.17-NOS­.62 issued to' v, , - � Inc -for _ '5 "AEI #d W W .: :h f. , en-+ y. . 01 12m t `" CL -3- Of c t No. I -H 1o, - - �,x� � for .' :. ... ,. ,..-.. :.. :. ... _ .. ,. fi : '[.„ *:..' . a ,w a -. :. :. :d a �.., .. '++{ yy, • yyys�; �,I� yq ,py� ,may �a'agr ':��, `` ,i'II. =i - .fiJ : .�t�'g �'1U�. ':, .49Y'�j'� :.:. .i.CJ"i�ia ... .1J . _ o ::, ; r. a L �. ' "' �..� X ^.. ns ,WS . , : , ;,,�gTi9. - „ . , -.< �. �+ '.. _ ,: r.... , , -' , { _` ,.. ,,(g ; tom. 0,�9 ', '.gyp,. - >. , ..; L4i1i'i['Li'IB1PlI'i a7: '9'a: ' ,._ $ .. , :. ? +�yytlFyy[y'', - '..y$.�'d''�twy.■:sya dated,9ry; _, py�t '�'�.. y9,. ".. .e. . W«.' ar'a.� .-.�- . .: .A€++T i.i ''t�l ^3M .. Se:':,W. ,, ; ,. l-. 2 e''� 5, .. ..+g.: ' :: ,.. ,( :,.- " .. 4 .,.. $. .iw, ..,- !df: , .. ..-. :.,.. ex y la. a y. R "VE LU 1 Tau 20 ,m Cam,?V fiUSf 5E � % 1- z It 4l - A4 G VO 4"et C"0Q ui4 z impct`I��kalPrl� - 2-1-kot-4 Nam, ,:' Q 1? r l rsq4!��Em 114 2#,gib -.�y1rOlttA��a :'"�, �21` SHEET NO. May 27, 2022 PAL 1.3 II liTi I r i I, uO:Th p U) Ca N U MIAMI�D�A[)Ir - # MIAMI DARE COUNTY Q (j) CL p O PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA. �LC Cast -Crete USA, LLC N ca -a a' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 --� �_ - BOARD AND CODE ADMINISTRATION DiVIsi01v Miami, Florida 33175-2474 T (786) 315 2590 F (786) 3.15-2599 F T CE: EVIDENCE SUB TIED NOTICE O ACCEP AN MI _ NOTICE OF ACCEPTANCE EVIDENCE SUBMITTED3 CEc EVIDENCES TTED NOTICE OF ACCEPTAN UBMI U � NOTICE OF ACCEPTANCE (NOA) www miamidade.¢ovleconomv (3)3. Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605fiO4 EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # M0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS O= C: L.L Sefliuer, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Droving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of -O M �-+ , p prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1 prepared b CraigParrino, P.E., dated March 24, 2003 and Drawing No. p y„ 1 dated 03124103 and DrawingNo. LT4612, titled "Cast -Crete 4", 6" & 12 " '.. 0 > O > • SCOPE.. "Cast -Crete 4" 6,r & 12"Lintel Safe Load Tables" sheets 1 through 3 o 3, prepared b Cas � g .f P P�' y ' x, 1, " xx LT4612, titled Cast -Crete 4 , 6 & IZ Lintel Safe Load Tables ,..sheets 1 1 Lintel Safe Load Tables",sheets 1 through' 3 of 3, last revision dated (l6/12f14, all . � p E � N s- . This NOA is beta issued under the applicable rules and regulations governing the use of construction materials. pP 8 g • . - dated April 28 2003 bothCl)Cll Cr t Parrino P.E. dated March 24 2003 last revision #1 da A i ,Q a g x P through 3 0 3, prepared b Craig Parrino, P. dated March 24, 2003, last � � � Y � re tired, signed and sealed b Craig Parrino, P.,E., on 08/I PlI4. P Y !� -+-� --� C� cti �+-p- The documentation submitted has been reviewed and acceptedb Miami -Dade County RER- Product Control Y � drawings signed and sealed by Craig Parrino, AE .p revision dated March I1, 2008, all signed and sealed by Craig Parrino, P.E,, on � M � Q Section to be used in Miami Dade County and other areas-where'allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS .0 (AHJ). 1. Test report on Hexer a1 testing on 4". 6" & 12 " Precast Concrete Lintels Filled and B. TESTS 1. None. This NOA shall not be valid after the expiration date stated. below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared 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 far Cost -Crete Lintels, dated 08119/2014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Ramon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALC>t I ATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material p 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and .Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. B A miDade County Department of Permitting, Environment, and Regulatory Affairs. y p 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino; P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Codes 1, None: DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER . . . APPROVAL IJOCCTMEP!tT. Drawing No. FD4612, titled Precast and Prestressed Lintel Details", sheet l of I, L all stem Manual or Cast -Crete Machine Made Precast Lintels revised on May 1, Quality �' •� F. OTHER 1. Letter front Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig " - " „ prepared by Craig Parrino, P.E., dated March 24, 2i303 aril Drawing No. LT4612, titled .Cast Crete 4 , 6 & 12 2002. Cast -Crete Corporation oratio dated February 03 2012 signed and sealed 1. Letter from Gas G`r rp n ary , g� Parrino, P.E. certi in compliance with the Florida Building Code, 2014 Edition. ,lY g p g Lintel Safe Load Tables", sheets I 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., certtfying 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 Dearing 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. I Z 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 hear a permanent label with the manufacturer's -name or logo and the Miami -Dade b Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled prepared y g g 1. None. B. TESTS County logo. "Cast -Crete 4' 6" & 12" Lintel Safe Load Tables', sheets 1 through 3 of 3, prepared by 1, Norte. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. 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 1. None. C. CALCULATIONS materials use and/or manufacture of the product or process. Misuse of this NOA as an endorsement of an None` D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS1' 1. By Miami -Dads County Department ofRegulatory Regulatory and Economic Resources (RM. 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 preceded by the words Miami -Dade County, Florida,and followed b Y D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 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 I. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None, Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revues NOA # 19-0130.14 and consists of this page 1; evidence submitted pages E-1, E-2, E-3, E-4 and 0 Cc.. a � E-5 as well as approval document mentioned above.` The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. elm* A. Makar, P.E., M.S. elaiy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. = 4 c _ x Pro net Control Section Supervisor Pr uet Control Section Supervisor Product Control Section Supervisor ; s o � ( f NOA No. 20-0630.15 hiWMFDAb€COUNTY NOA No. 20-0630.15 NOA No. 2"630.15 NOA No. 20-0630.15 i :: N ;c Expiration hate; 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11R023 ExpirationDate: 09/11/2023 d y c Approval Dates 08/20/2020 Approval Date: 08/20/2020 Approval Date 08/20l2420 Approval Date: 08/20/2020 ! Q f Pagel E-1 E-2 E-3 �_ 3 :° .ram+ C C � A i0 p U O w.. 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 Cn 1, None. 1. None. C. CALCULATIONS C. CALCULATIONS (D 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER): 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS +-+ 1. None: 1. None.: v F. OTHER F. OTHER U) 1. Compliance Letter with the Florida Building Code, 2017 Edition issued by Cast- 1. Compliance e Letter with the Florida Building Code, 2017 Edition, issued by Cast- z U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. C6 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. p 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. Q LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last S� revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E, on V January 22, 2019. 0 B. TESTS O 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE M M 1. By Miami Dade County Department of -Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION'S � Q 1. None; � 0- F. OTHER L Article of Conversion for a name change. O1. � w my A. Makar, P.E., M.S. rl Helmy A. Makar, P.E., M.S. Z Q� Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.1.5 NOA No. 20-0630.15 Z Expiration Date: 09111/2023 Expiration Date, 09/1111023 Q Approval Date: 08/20/2020 Approvat Date: 08/20/2020 -J E-:4 E-5 a SHEET NO. May 27, 2022 PA 1.4 f— iII�.T [.CT11-1 i -- j - -- -- ---- - - _—. --- - it .:: -.I.. _ P.....I1 .LJ i-wL C� VdlGil -:5 .. �I / I ILI ECO IN "'*'� C- - - TILLIT TESTING S ENGINEERING COMPANY I im-ODUCT-Ky'AL 2 2. 2. TIS S T R E P 0, -R-Ts; � Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static toads LXyA[XAnQff-REWXLSQ-"--VnM 113 6. M"T RIAL CHARA-CTER[STLCS-AND-&PECECATWNC- Shall be,strictly in accordance with General Notes and Components Indicated on sheet 1, 2 and,2'2 of 28, of Plioduct Evaluation Document (P.E.D.), drawitrig WATTRR A- nl,UTJR.� P.P. -- . ti1tCCO4a&.CPtn YLFIL Lkl,W'10. 4447 PL�CA 1,I�M1,,N6,X9)6? 19 as per TAS 202 Protocol, Test reports prepared by Hurricane engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc,, Reports # 96-589 dated 08/0911996, #96-570 dated 09118MO96, 26, of Product Evaluation Document (P,E,D.), drawinig No. 20-176. EVALUATJQN RERORT #96-T�O dated 0�t2011996, all three signed and sealed by Hector M. Medina, .PRODUCT P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/05119,qB witnessed by Gilbert Diamond, P.E. and Report No, T-LIMITADONS AND CONDITIONS OF USE: REPORT NO.: 20-0728-01 0219.01-09, dated Marth 4,2009, signed and sealed by Edmundo, Largaospada, P.E. and Henry Hattem, P.E. 7.1-Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated - , DATE: July28,2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet I of.26, as well as General Notes # 1 thru 4 and I I thru 11�, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Fmnk Grate, P.E. prepared by Tilteco, Inc.. and signed and sealed by Walter A. Tillit, Jr,, P.E. Storm Panels 2.3. rRUCTIJ.RAL ENGINEERING CALCAILA3MKS: ,,,, _ - On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620,2 ofthe Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL Wind load. as well as maximum anchor spacing vs. design wind load and Panel MANUFACTURER: Ptoftetion Products length based on rational and comparative analysis, and In accordance with 7.3. Product shall only be. Installed Into poured concrete, concrete block, and WOW LLC, 4800 S.W. 61 Street section 16le of the Florida Building Code. Calculations prepared by Tifteco, Inc., dated 11103108 and 03112/1 5, signed and sealed by Walter A. Tillit, Jr., P. E� wood frame structures. Davie, Florlde33314 I PURPOSE OF EYVALUATI 3. MIMILE IMPACT RE61STANCE: Product Evaluation Report prepared by Walter A. Tillit,Jr., P.E. (Florida License ...... _- This is a Product Evaluation Report Issued by Wafter A.Tillit, Jr., P.E. (System Large missile Impact undersection 1626 of the Florida Building Code, as per No. 44167), President of Tiltoco, lnm (Florida CA-0006719). ID # 1 906) to the Global Protactl on Prod ucts, LLC, Rule,Cha pter No. TAS 201 Protocol. 0%%fpWNNH" 61G20-3, Method I D of the Florida Dopartment of Business and Professional Regulation. W 10ANSReSISTAN IE- 4--LNJ) -_--Q-_ g0j, �'?' N' T14 !'011 I ..'. '-'4#�,4 .. ", 20 Gage Galvanized Sleet Storm Panel has been verified to sustain wind . . 44 11 . � . �, '. tENO NNI, ip % - :k This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 16, 16,10, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), draiwing No. '. '� . ...... I I - � ... 1 (� f " - ". .44167 �' Z <::;�� , Z' been verified for compliance in accordancewith the 2020 Seventh Edition of the Florida Building Code, W to verify that the product it for the purpose intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8i 9, 10, I 1, ;�--f-- -1-*i ------ ��* * "� V* 11 1,q_%, STATE OF 71 -4 " t:1 at least 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.), ..-','1':, - A5. / / --- -Ikvo�-- 'F4000, drawing No. 20-176. -'-'�"P" I%" �� I.. .1-0 v5�' - - I This Product Evaluation Report shall be subject to review and revision In case of INSTALLA11QN: .' ';' 'F'S/ O'N' 'A"C I �\' I I ""itionsolso"O a Building Code change that may affect Its limitations and conditions 5. . . Installation shall be Performed strictly in accordance With details indicated on 2. E-VIDENCE SUBMITTED - sheets 3 thru 7, 10 thru 20,23,24 and 26 of 26, of Product Evaluation Document VVXML D'ATILTECOADMON RECORDS IF. E. ReFORT.20AGWRAI-PROTECTiON PRODUOTS, LEcI.26GAGF u. ma-Dum mtALuA*noN cumEN-TrimAj. (P.E.D.), drawing No. 20-176, Minimum Separation to glass shall be as GALVANIZED STEEL STORM PAN5LI DAWO 420476I REPORT # 20-0728,01 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 6, 14,16,26 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. sheets 1 thru 26 of 26 prepared by Tiltato, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated O7/28t2O2O. This drawing Is an integral partaVAIS mAkIIIIIII Jolt, oW, NA," Evaluation Report. xo I �' � r r 10+ , 'Atl� A, rQt",' / - # - 441�%, P, T71 ,""'R�� - � - - - �' ,,, x% . I . Wx ." - , . ........ , '� ,1,1 �' 4 .."mN ,,,, �V--' - - I , - -,-*--, V S I k' -�) ��"' e , . I - I/ .1 li'�; , 'EN,9e`. . ,*::i� .,,'\\T, - fl� ;& - :11 . , . W1. - - P ' 113� 11 ----4 " �- ---�—.--7-1� . I - m " -- -- 0 44167 ', a 7� a * -, , .� = � 44` : 1* �- 4 1 " :44167 - T- ; t--- �—'� � �J' I * 1 * .1 - :n��� .*3 � -in'. 1— - .. - Ic LIT, Ct' Z 11 I / / -1 -%�'� STATE OF '�� A: -�� ' I, 41-4 �' %%> " A� . , . -, zopm� -, I _., , A C�' - _., , I A' ' 11 A. �)�".-' *,,O,�'-. ZORI ...... 11 '1�. ce -- - - S - 6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Kime: (�05) 871-153O - . 1 I I I 0 '/GN4 N";") I .. 'fffLtHWI0 1014 11111101 if . - -- , /-�ff� / I I L FE—C 0 i N \ C-\ TILLIT TESTING & ENGINEERING COMPANY ---1----- WALTERA. TILLIT, BL, I'Z 'PRODUCT EYALMATIM REEM - , "i ", 1,C1 -�' �l ..-, -� 11'(:'A1LivSw'.'b.006?19 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 2.4 GAGE GALVANIZED STEEL STORM I PANEL MANUFACTURER: Global Protection Frodmob, LLC 4800 S.W. 51 Street Davis, Florida $3314 1, PURPOSE OF EVALUATIONIL This is a Product Evaluation Report issued by Walter A, 11111t, Jr., P.E. (System 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No. I ISI 020-3, Method I 0 of the Florida Department of 8 Lisiness and Professional Regulation. This, product Is being Issued an Evaluation Repartas described herein, and has been verified fbr Compliance in accordance with the 2020,Seventh Edition ofthe Florida Building Code, and to verify that the product Is for the purpose intended , at least equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affed its limitations, and conditions 2. EMIDENCE SUEMMO: 2.1. PRODUGT EVALUATQN QdCUMEKTPJAy- Drawing No. 20-176, titled "24 GAGE GALVANIZED STEEIL STORM PANEV, sheets, 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. � Tillit, Jr., P.E,*, dated 0712712020. This drawing Is an integwrt . �!'t'okjp, Is Evaluation Report, 0 " t k�0'0'. 'P � .� .......... �� �% �"- N- -, I. V'_ In" ff--�\ZEN$ -..� r--111 0 . - il P z� - I . --1 1. '. sk - 1 1-167 . Z ... ; .. = = * : * E� -7 ?/ - 7�4& � � �� - I . / . - 1. � OF '.' " '. .�' . . . A � 1 R I .� 1, � �� . , ' *' �� , � � 631MNX,36thStreet, Suite 105,Mtsmt Fldrida33166 -Phouc: (305) 871- ... -1531 ... J 1111ki0r, PRM;-(;FFVALIUTT0NRVMTN0, *On?42 2 Large missile impact load tests were performed under SSTD 12-99 standard as per Section 1609.1.2 of the Florida Building Code. -Uniform static toads as per Section 1709.8.3, per ASTM E-3130, Test reports prepared byAmedcan Testing Lab of South Florida, Report# 0814.01-01 dated 03M1102 witnessed by William R. Mannar, P.E., Boriz Moroz, RE, and Henry Hattern, P.E. and Report No. Report No. 1123.01-10, dated November.23, 2010, signed and sealed by Julio E. Gonzalez� P.E, Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March i3.2009, signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I OKM-11 318, dated Disbembbr 1, 2010 signed and sealed by,JerryJaciofano, P.E. as per ASTM E-8. . SMCTUIRAL ENGINEERING C&GULATIONS: On 24 Gage0alvahized Steel Storm Panel for maximum panel length vs. design wind load, as well as Maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with seq.tion 16,04 of the Florida Building Code, Calculations prepared by Tilteco, Inc -,dated 12118/16 and ONW13 (for this nevisirin), signed and'sealed by Walter Ai Tillit, Jr�, RE I NNSILE IMPA- -CT RESISTAM-6; , Large missile Impact under section 1609, 1,2 of the Florida Building Code, as, per SSTD 12-99 Standard arid TAS 201. AS VAND WARS'RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shell be as indicated on sheets 3, 9, 10, 11, , , . 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-1175� , I Maximurn Anchor spacing shall be or, indicated on sheets 5,19,10, 11, 13 thru 16 and 118,of 18, of Product Evaluation Document'(P.E.D.), drawing No. 20-175, 24 Gage Galvanized Stad,,Storm Panel has been verified for code compliance to work,as a rion-porous,trorm Shutter assembly, as per SSTD 12-99 Standard- PRODUCIRYALUATLON-UPORT NO, 20-01=02 3 S. INSIALLATION- Installation shall be performed Strictly in,accordance with details indicated on . sheets 3 thru 6, 12 thru 18 of 1 6, of Product Evaluation Document (P.,E. D.), I drawing No. 20-115. Minimum separation to glass shall be as indicated on sheets 3, 6, 13i 14, 1 6, 18 and I 8 of i 8, of Producf Evaluation Document (P.E.D), drawing No. 20-175. 1 &-MAT jALCHARACTERMTLCSANDAP-ECWI-CAT-IQKS- ,t-R Shall bestrictly in accordance with General Notes and Components Indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluation Domurn6nt (P.E.D.), drawing No. 20-175. Z. IMITATIONS A - -3 -OF USE., 7.1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 1 8 of Product Evaluation Document (RE.D.). drawing No. 20-175 1 prepanad by Titteco, Inc. andsigned and sealed by Walter A. T111111, Jr., P.E. T2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. I Product Evaluation Report prepared by Walter A. T1111t, Jr., RE. (Florida License No. 44167), President of Titteco, Inc. (Florida CA-000671 9). '%Xk%1WtIlH#0#q OoSi� A; NIN, .. -I I I., 6� 114 4 �' " . IV,. .;P*�-"�`I,UN "I.;P% ----, 61& - - - , ;!�-� .. t - Z::-'I-�' 117 ". -= ��i-W-�-" , * : -2 . * -= WATI-L , , ---7 � 11C. - -''- - " ' 0:�TILTECOADMONRECORD,S�F�R%P,EP20RT20%G�e�I I(, I ' ' N T'Jwg��, L .' AGE , 00 0 #�;.�j� � 'V , , GALVANIZED STEFLITTORM PANEL V 4 75' I AEFORT 'm !. 11 "A'A , �' � tOR' "'�Lr�-'­ M ."� "�; . .." 11 11 'L, sy *,I11-1. � O,NAN*�O "I,,;H I I , 9111look" I I -+.-O (1) (1) = U) -0 C-10 > 0 (1) -c-- -P-0 -I.-, =3 2 (1) ,a) L- CL CL = 0 -0 0 " = — 0) co -1-0 C) -0 a) -4., CL U) - (1) -1-5 = a) =3 -0 0 CU 0 0 -co M 'C-/) -0 = 0 16- 5. C L- 0 W 3: = Co C 0 0 L;= Co LL- I,- 0 - M > .U) Cn -0 (D W E " w -b--# CU 2 C- = � M -0 140- c . - -4-� Cf) C:) - < a 4 Z Z W MJ ---- - ------ L----'''''"' GOO& NOTIES COMEQNENTS FOR REGULAR & LIFE SAFM 5T-ORM EANELS 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, ELS) IN CASE reAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUGCC OR WOW BOARDS K FOUND ON " (WALE 1/2-1") a" MR sm SAN= 0051ING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS I W/1D, 2W/10, 3W/10, 4W/lo, 6/5 I'� L ANCHORAGE SHALL BE AS MENTIONED 04 0.1) AND IN Sa)� 0. 6W/1 I & 7W/I 1 t STORM Pw� Ift "MODUCT MUkT*N OMUMENT (PXD.) HAS BEEN VMFLEC MR COMPLIANCE IN f-----1'a,IW (TOTAL V1E)TKI------------) 5W/I ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA OLKANO CODE. r---45AW (MAL WON)-------n (C) M-Muhr,wuaAWL-seuvc-QMAM�,�--im-wil: '----12,SW (EFFECITNE WOM)---------i � I 4r: MAX-_ ! - Em i - I I I , I MIN, FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 I OM WIND LOADS SHALL BE DETERMINED AS PER SECTION tGZO OF THE ABOVE MENTIONED CODE� - 1/4*0 IAPCON AMEN , AS MANOTAtMAED BY LT.w. SO I INC. S. - -r- --------AMCHO1FS; FOR tvcpm SEE SCHEDULE ON SHEETS Mw'� FORONWIND SPEED AS RMUIRICID BY THE JUMSGICTION WHERE THESE SHUTTERS W%eMMAL - #14-10 PANELMATE FEMALE 0 AND PANVILMATE PLUS ANCRORS. AS MANUFACTURED BY a= CONSTRUCTION PRODUCTS, I -----S IX--, I -- , 6 11, --- f 71: I" C= FOR NOT 0 � . 1-1 I i I^ - - "C"ONALITY FACTOR KO-O,$6 USING ASOE 7-16 AND SHALL LESS PER N.D,S. � - I 1�0 1 , '3W 042W MOL TIOD"K ,,1 . 'SOD 0 / D 4 1) Ipt'�" _13 - . a F A Oft Sal _ Ile, LAG SCMM P � f-I. -1 - /�.' ', DESIGN PRESSURE AkTINGS INWATO ON SHEETS 7 "D i2.14, 145� 16. 79 & 20. - 71W# X SIS' WOW aUSHINC� AS DISTRIBUTED BY ALL POINT SMEW. SOLT` S, SPECIALTY CC, f'/ " t I � I f I - --- - - ---1 ---. -/ 8 4041002M SIM I D.M.,(D, -T --- T- --7-1-7 I I I I � - -tt I I I * -453 '7-1 i T- I i --I- I , ------- ---I IN ORDER TO VDHPY IRE ABOVE CONDITION, ULCMATE DEW / � . , \ AM A I . (�)' 0 + @' �S=_ A WIND LOADII DETERMINED PER ASCE 7 � I - W 10 S4ALL BE FIRST REDUCED TO ASO. DIESION MIND LOADS BY MULTftYM INN BY *A #4 ORDER TO C, 1) MINIMUM THREADED PENETRATION INTO WOW OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2- MR ELCOr PANCLAIATIE PLUS /I X DOW MON, INIM , - L&J /'�f COMPARE THESE W/ MW. (A.S.0) OE" PRESSURE PAT" INDCATED ON SHUTS 7 !Dft It 14� 1% 16. 19 & 20� AND PANELMIALE FEMALE 10. , ; I I I -I--- I I 14 O"Nam STEEL SEW , / - � � I I* .-., I -6-4-0 `^-1 -1 (�, (�)-o I Q� I � �� y I " = -= = �! .2 - I \ . �J R C,Z) MINIMUM ThR5NDED PO4MAMN Or LAO SCREW� INTO THE WOW FWAC LIMIT SHALI� BE 1 1/2'� No TIftwo *-, K - W TYP' \ ASM A-W ZOGO 14 ' ' ' - IN ORDER TO %VWY THAT ANC-1EA$ ON TRIS PIZ, AS TESTED WERE HOT OVER STRESSCD� A 33X INCREASE IN ALLOWABLE , \ 2,0,7- - - I r - i L I . ZC X" -;; �� HE MED, MAN. AJ , n"10 � - PCHEFRIGION INTO STUCCO SHALL BE CONSIDERED AS PART OP THE REOUMPIRREADED PENETRATION. CAW 60 MIMIMUM 1 961M 1 -1 I=- j- CM MESS MR WHO L&APS WAS Nn OSET, 04 THEIR ANALYSIS, FASTENERS SPACNG TO WOOD HAS BEEN DETERIONED IN G-80 GAI.V, 0- CJ =- C-5 ACCORDINRCE WITH ".S. 2018. C-3) MINIMUM EW DISTANCE OF LAG ECREWS, INTO WOOD SHALL HE AS INDICATED IN THIS 04AMNG ' ­t�IULT 480 � AP, A _ ----- I I � = CC t-) C-4 STORM PANWS ADEQUACY FOR IMPACT AND WIND RESISTANCE PAS BEEN VMM IN ACCORDANCE WITH SECTION t626 OF L ------- I -------- -114w- -I I ---------------- � ---- e � �; LU -= Co >< THE AGEW MENnONED CODE AS PER *W4WAK ENONWONO * 'MNO R`I�4 REPORTS 106'-$601 96-570 * 06-TSO AND CA) MINIMUM PENETRATION OF WODO OUSH04 SMALL BE 51W. Ile 0-20 SCAM USED SHALL BE I I/F2' LONC MWWJM L - --- I- I b, I ' .. - 14 --L � cn ..; Li- el- FL%'MMT*W TESTING LAS, W., REPORTS J2032 & 02126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WIFN No STUCQO� "--.----,-----6.250" - l t = AS WELL AS AMERICAN TEST LAS OFSOUTH FLORIDA REPORT 10210.01-IN, AS PER TAS 201, TAS 202 ARD -I D M = - TAS Z03 STANDARDS. AkEL% -- - -1 e� U) -= C14 -= Z ALL ALUMINUM WMIONS TO BE 6063-16 ALLOY AND TEMPERL (UVLE%� OtmEMSE NOTED), SEE S�W t WALL� ANCHORS SHALL BE LONO ENOUGH TO REACH TIE MAIN STRUCTURE BEHIND SUCH PANELS. -2 1 W?*-- . I- - - - - - CU C:' -3 ANCHORAGE SHAU. BE AS MENTIONED IN CA), C.2) & C,4) -'�-- W, � --- - - - - -1 I'll . I I .X _ C'4 le -.A. ---,-",----- I / 1 3: 12 W (0) ANCHORS SHAU BE INSTALLED FOLLOWING ALL OF THE RECOMW14VAPM AND SPODFICATIONS OF THE ANONOIR'S MANUFACTURER. ' ­7-�- T .= 0 J. AU ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY, C-S) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE P STUCCO OR WOOD BOARDS BE FOUND ON THE DUSTING I T EQN-Pa" END -STORM-- 14V , ,111 T 11 4. Au, STEEL SHEET METAL PANELS SHALL KAYE STRUCTURAL QUALTY STEEL AM A -SW CUM 50 MINNIM 0- tA �- f25&1 I - ----2.lffy"-- r. � = = 60 ,� �12S' � I %� - I - - - - - - - - - -- - - - - - - - - - -1 I .T r3- _qR � it a -, � ,,�,, OOLTW PANELS W1 1/4*- 1. :�'. GAINANIZE0 SIM DESIGNATION W/FY- WS W WDER ROLLED), _uP - "' I LLL I... . IDE, -- � r- - AG-r-t`t&S ow., " , . 2OX � = w f , I I—— - X STUD AMEND A STUD (SEE SECTIONS AS � - 1% �1 -1/32' 1 .= 8. PANELS MAY ALSO SIE INSTALLED HORIZONTALLY FOLLDWING INSTALLATION DETAILS SHOWN ON SECTION Z INROUGH 10 (SHEETS 4 I i it 1; �J 'JA I�LT /8' . ;1 W = � -CX THROUGH 6) EXCEPT THAT HEADERS 0 & Q SHALL NOT BE MD� I V� I - " ---,-" --- :4 51 _r . -40Ii - T� ' �t --T - T-1--'---- , '- � I � , C'A f/ I � -��/ � � _L_A__L � V, Is- 1 1-1 ? yl ANCUT "Imp F*-r \ IT - - L"12' = -� �I` ->-- ,---- ' ' ��-- ' ' '- "GO 114 ,� To 0 TO VA !� U -5 I 5, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEM AS PER �� �- -. I I t;tAl:l:;�'� ' APPLICABLE) DW 50018 W/ SO kd] WELD STRENCIN AND 90 ksi TENSILE STRENGTR AI SKAU COMPLY W/ FLORIUA 8114-01ING CODE 9 IT SHALL HE THE RESPONSIBILITY OF THE CONTRACTOR TO ANDY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS IV BE - I , - 4 ---- I 1 IF - . . Am I � / SECTIONS AS APPLICABLE) " A�bw I . 12112- ! I CC I " *0.08- I *or - I --- on � � --117 4EP TO - I "'d -- -1Z I � , A I SECTION 2441.3,3.4. ATTACt INSURE PROPER ANCHORAGE, THIS SHMM VWLL ONLY BE ATTACHED M CONCREM BLOCK 09 WOOD FRAME Vn,. ' I �.r � V, 1�504` I I -JJ Z to = BUILDING& - � 3.1 'W. low Z 2.OW -I'DO - SEE -Li-L-' I i I . W 0 K" ---" � 2- 5* I I SK — i - Z.. = = 6, SOLIS TO BE ATM A-307 GALVANIZED STIDL OR AISI 3D4 SUM STAINLESS STEEL, WITH 36 Ian MINNUM YIELD - -7-- .!-- W M il � � h�i:' 4 �""` - i --- - - . >'I OW & IOW ON FVV-Y,� SAALL HAVE A LEGIME AND READILY OSIBLE MARDING INSTRUCTING OWNER OR - -1 L- -, , . -.--,-- , --====::=::Y2S1 1 �� 1 7� ANCHORS TO WALL SHALL BE AS FOLLOWS. TENANT TO SEC 31 MPANN6411412APAPELEW&CLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. �-' I it a .375 � , . y T ' ;p- = = � --I . — - I I � In — i I I (A) 19-1215TWUMMULAQWam I I. THE INSTALILATiON CONTRACTOR 15 TO ��CAV�X ALL SOMA COMPONENT EMES WHICH REMAIN IN CONTINUOUS CONTACT Wrr1f L-- � � I �------S' uo.-� --I�Sw-j ',.1J I t = E i W/ JnFA P --4:w'C / " � I CC = - I/e# TAPCON ANCHORS AS MANUFACTURED BY T.T.W� WU)K INC. (W. V..3t92 p..�) THE WLVNG TO PRE� ANNO/RAIN L-2.001d'— i I - /4' 0 . 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY OEWALT NO, (MCI I'v-3000 pA3.) 2MA" I i a: CJ 1 SPEC$ INOr ROUNDED CORNEIR 0 ENDS OF PAND:S / L--lowwot 'X --F I Isom= VIEW — , -1 MENGTM� 10. EACH REGULAR STORM PANEL WITH LENGTHS a," S' 1-1 I - - � 1. '003. 1 . �m . , 4 AS, � V ... -0 THROL04 12'-4* AS PER SECTIONS 6. S. 9 & 10 AND ALTERNATIVES BW, /- 1 7112 U4� 373 1 1- ___j * 1 1 1 � 1 /410 X ,I/e SOUD-SET ANCHORS. AS OW"VTM Or ALL POW SCREW. 90LT A, SPECIALTY M 12. STORM PANEL DiSENAAWN SK4U, COMPLY WITH D.M.,@,@�O+# I t ,--,-,- / ';- - - -- - '---w -- wt- - - --F - - ,01G) IN THIS DRAWING PLUS ANY SUO DING AND ZONVIC REGULATIONS R&A. � I 1� . a f '* 1, 14', 1 -----,-I,----i 1- (W,,� r�-XOQ P'44 "01ADED BY THE ANDSOICT" TRIM PERMIT IS APPLIED TO, E14D UP W/ HEMMED EDGE, i- i - #14-1 (D *h* HFAIDER (�) *X-HE&M (�) Mau 4 AN= W" STUD, @ ANGLE WIM 90" = ' 0 0 PARELMM FEMALE ID & PARELMAIE PLUS MCNORS, AS MANUFACRIOW By 9LCQ COWMCDON PROMCM (M'T'S) q)+ 1) - & @' @-% ! ' I � (Wk ei, I I (0) " PRODUCT EVAWATION DOCUMENT (P.E-C4) PREPARED BY TKIS ENGINEER IS GENERIC AND DOES RICT PfMM INFORMAGIM 81512M= r =--j 1/4, 2/4, 3/4. 4/4. 5/5, 7/5, 1 MAX� I - -= P�.L) -- --3 - 1/4�� DF TAP-4MP ANCHORS. AS MANUFACTURED 51 TW-FAST CORPORATION (f'o.3600 p�!.) tOW A SITE W;ZCM PRMW, I,.. W14M THE SIM CONDITIONS DECIVE FROM THE PZDL '� MIN, 1 - ----I VAM I I 11 -b'IW110, 2W/10, 3W/10. 4W/10, I I :Z I SMOU, '. i A�1) MINIMUM EMBEDMENT OF 7APCON AN04M INTO POURED CONCRETE SHO" BE 1 3/4'. V FOR PANELMATE FEMME (4) CONTRACTOR TO W RESPONSIBLE FOR THE SELEMOK PURCHASE AND WSTALLATION INCLUDING LIFE SAFETY OF INS PRODUCT - -f-J 1/14 * 2/14 . I - SW/10, SW/I I & 7W/I I [�-ST/15 ; M VASED 09 " P ED, PROVIDED, HE/FIZ DOES NOT OrOATE TRW THE CONDFIONS DETAILED ON THIS DDCUQPNT. 4 -�� - 7W- ' AND PAREMALTE PLUS AND I Ile FOR CF TAP-GMP ANCHOM CONSFITRUCTION SAFETY At SIM IS THE CONVIACTOR'S RESPONSSILSF`� - XSS1 I 71 TW Oft I I ANCHOFM FOR CONCRETE T - - :D' .11". I PMEL J!!�- 'I IG* " 125, i 1/41#-24 3a SERIES ---- SSEE SCHEDULE 01 & Q--,---� i 10) CALK-J9 & SDUD-SET ANCHORS SHN.L BE EMBEDDED, F/a- wo THE mum CONCTIM No evw%off INTO �C) THIS PRODUCT WALL44MON DOCUMENT WILL BE CONSIDERED INV" IF MODWO. 11�1 z1a, 0 1 -' I .. F�� illl�, � 'OMP- FOR WOOD SEE CnONS C44 I STUCCCI SHALL 05 PowITED. Ile #-Zo sm" USED - i DW !,62'n I - sNALI. BE I i/Z Lomu MINIMUM smw STUCCO odsr� I ' ' I I I � I No I* MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREW5 W/O HEAD, W SITE SMM PROJECTS SHALL BE PREPARED BY A FLORIDA RECTSIERED ENGINEW OR ARCHITECT WHtCR WILL BECOME THE I i I _ 4 - 1.1�11 [­ 1. � SOT WITH WINO NUTS. ENGINEER, or RECORD (F_OjI,) FOR THE pRDjECT AND WHO WILL BE RE S&E FOR THE I L-- - 2W 1 I.."3* 1.67 1*1 -\ VON W'663 1 - T /- PROPER M OF THE PXZ, VMWZ'N OF RECORD, ACTING AS A DOLZOATED 04OREER TO THE [ -W ROLE MR I-- - * I . ,B V, A,3) IN CASE THAI PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, S1=0 OR WOO DOW$ BE FOUND ON THE PX-D� ENGINEER, SHALL %HW TO THIS LATTER 1K WE SPECIFIC DRAWINGS VON RVAEW� j L r-- I HEMAR SMIM PANEL$ t 11), & dg ELEVATION EXISTINIC WALL OR FLOM ANCHORS ; TG% T AR �957' J I � 11 L'--'-- --iral. �- L -- SKALL BE LONG ENOUGH 10 REACH THE MAIN S1A=UW BEHIND SUCH i . M JAM I - A" AW — - NX.S. PARELS ANCHDRA" SHALL BE AS MENTIONED N A61) AND IN A.Z). (0) THIS P.E.D. SHALL SEAR THE WE AND ORIGINAL WAL AM SIGNATURE OF THE PROFESSION& i - 240D�---OI -JLg�) ENGINEER OF RECORD THAT PREPARED IT, /21� KEY H= WASHER I$25,0, 7,06W k2) Ile V.. GAFI ,B) �21/01 I I. 14 SHUTTER! MARLIFACTERER'S LABEL 914ALL BE LOCATED ON A READILY V[I!dBX LOCATION AT STORM i -, -.OW I 1111"91115HWOM-111ALS �WNUFAMUM BY 1. T� W. SUILDEX, INC. (�) 'F* M= AV" (4 3 /8' "E! IWX (7) nX PLAM 2,67' _ Ile If . 7/8* CAIX_W ANCHDRS, AS NANUFACTURED SY OEW&T JNC� (MIN_ T'� PANEL SHUTTER IN ACCORDANCE WITH SECTION 1790.93 Of FLORIDA BUILDING CODE ONE LAM I - (WR OVMA- I VHQU ft= I '_I.9OD P.J.) SHALL BE PLACED FOR EVENT OPENING. LAFICUNd TO COMPLY WITH SECTION 1709LIL2 OF THE Dge "Ho"I" MM STUD ' - led, X 1/4' SOOD-SET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW, GOO & SPECIALTY CO, FlOMDA BUTLOM COTE =iML -i+4'0 11"I4% --A �'-J 17-11 (" i � - T f'-ISOQ P'.1) - - --,----I '\S'� pn Z�/;?- -- - L '- ----- '10 PANELMATE FENMIX ID AND PANELMATE PLUS ANCHORS, AS MANUFAMPED, BY ELCD CONSTRUCT", THIS DR00100 SHALL ONLY BE RE710--1 i W. TV LONG � --- - I I ow I F V"", % /-\ /,W\ /�N PROM (WhL � f I i . � W'-*'��C' Sz� /e \ \ --- / p MIN ;�7 - 114- , I �' - - .. I ' ' ' -2071 ".1) L A0, I, I M, OBTAIN PERMITS IN THE STATE OF FLORIDA I t - 0 - 11 . I f . '.. -/ " .0- CF --O . . I 0 - Ile 0 CIS TAP RIF ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION It 60% � N'�P " li� . f !6'. If "*# - ' - - I � 1�0 ; 4, , - ." I - �"'; I � � ; i '37 . ,44167 . I T� . -, &I) MINIMVM EMBEDMENT OF TAPCON ANCHORS, ELCO PANEI.MATES AND CF TAP -CRP M04M INTO, THE rA*T0W'--'* % I f '; * . . � A ."� .. ... '--'r"k%'. , I- FLORIDA BUILDINO CODE (High hloofftty No On* Zone) .*I FLORIDA BUILDING CODE Lq!e v*J!t12 NU One zonell EN ... FLORIDA BUILDING CODE Lfth Val.M 1"WU torts Zone) BLOCK UNIT SHALL BE I I/e. .Ir I ; f*' * M A� L U1 .. IF .- "Is 10M AIEM INC, ;I-- I � ; i - __j I L&SOTFOW Is -, .1Z - I AnKne 1030ck vc� FP1 -- FT - INTO THE CONCRETE KDGK UNIT. NO ` NO 167 . *' S1 20 04E SALVAN[ZED SIM STOW PANEL DOWN M � 11 OF PANEL - % jTATE OF . " am INTM IMM 20 WE "IVAN= am SI'm PANEL PIP, .. 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"*� �. - - -m-m-OW-Wh 2:XZ*Xl X ALTVIAAPWSY� USE "NO NUT WFOUT � 11 912=4*16 = 104)= AM" NNNUea_AH1 20-416 W, "� .. 10� � �� 99"ET4 K =400= ftnmc- p*#)5"-"4§' Ta'. MID-7 I.. I 0 I ONW" N. �' ....;42 - OW �,I!13II. - CW 401-W, �0006110 - WASHER W/ A0017004, I" 0-0, -�----`T -- ". .... ;� .. - = Z gi 4-7 ! -.1 � I- 4k-0dWN1 TUK/AW 1 `1�424 n"*'�-- . I I I I I SIM I X n I ALUINUUM AM= . MONGLIF"C' AWE-44. - I I ft - " O&OW "�. '44IM/3=0Z -01M SHUT 2 OF 20 1 "10IM"i-AP -- -------- :uim'"IQ . I I I - I . I - a an 1-1- — . X 4 =z -.g In' TEEM i ; PIP I I , , I Ig 4�� P'L I I I I I I . I - - , - -- - - - - -- --- INUALLAMN EXISTING POURED � ANCHORS MAU EOR REGULAR EAHE6%1-" CONCRETE OR Q0 RETE BLOCK SIRUMBES . . (SEE WREDdLE ON V MaTS, 0, VMKH 9) OD"CRM ANCHORS SONEME ON --\ ' M-W= "C"') &NDOIL, a Ifft-a- - EXISTING; POOF" h -- CONCRETE AMOHIM SHEETS a ININION 0) 4I�j IDUITIING POVREP CONCRETE ROMAR9 r-(4) .'M \ -D 1 CONCRETE �Ii -11' Ml�'- I Ilr 11/4, . -- -- I I Ig-"-d'g i 5 -F-.r , � �M_---i i I. A .-I I I I 0011144 mum I ' Cwomn i REQUIRUL �� i i ; i V � I - 6. --" i C."L . .4 i i � wwtm 4 , 4�* I % i I 1 1 is ,'� _W1449 - L I " i M. I A ... - I -Imlzw. 1 -ICD -- i t I MWIOdde 'S 1 Overtime - ,2 I/Y DC "' - i %Eff i I -'-'-'. . I I It Ge""'L-" I I J -. um 1 *' CIM6 - 1 M. SWAIRTEW— " --(a) -(D I �--WIIIASS. I LIM"- I - -- - - -----'-1�----:: --,-" 1-1 I 1. 1--- I ----�'- - '--4"-- -- — - -r-- ,ra To 4085, I A I It � r, i I 9 V, r I _9 I =---if-- ---'--1-JI I--,- -' ---,-- = --- -i---'----'--;� --11- = ------'---4 , ---- ------, ---,-,-, -",- -- " i t I I : --,@ I I I I I I I i I I *-I ! i I I I ! 9 i , "/-f T-* I CI 11 i I I -tK*-. I 1\1' I . : "ISIING Pau ;, O,r_D , i I I A ww� .z i emn, sw 0 1 i 1. 11� - ;, F�- i I 1 I f I OM I POUREq-! .. I I - -4*,V. ' u, LW at. " I I C., I vow S" a I � OnTING POURED I EO. 12 t/r OX. �' -- � L, = REOLRRED, . I/ "TV ;' I I I CONCRETE Z= I - ONCRETE OR I CONCRETE &= 1 - -I .i � ---i -.--I I I I �,�\-,\\\�,N:�,�t\\�.,\:\,��,,,,m ...... - Lt: 112 REQUIRED. I -c '. =rMPO"p-I /--13/4-�- 01 , I 1 . =& I -A' r— , ' It CONORM ANCHORS d..", L4 - - (Z) - Kouffn I I .M -- i-.=-,-/ I CONCRETC ANCHORS (SEE SCHEDULE ,-(s .V10AF - - U."IF..'" �T' = wmz ON SHEETS 8 THIMUCK 4) SHEETS 0 IWIPAR 0) QN- SHEM a THROUGH 9) I , a TAIROUD" 03 WALL -Mau L � W3� =MG Al q moumniga M 2 SEEM I-- .— AL.TrNATIE PWLQ U1 MaUtMING 2-4 1UMA I ""A' ,/,-,. .' SeAu 3/9-1* -V �' -- - � i I V Set SONSIM 1 /-.-% '�� - --- Q'I I i i F-M - EDGE DISTANCE (SEE SCHEDULE ON SHEETS a & 9) I Elv'w a i 1 1 11-1 AW#r I i 1 I / 1 :r ar /;" 0 :' i IN a -!!I0NHJ1Ny' 0 I !04I SJk A, rj� Top & Bottom moLDITINGS; CAN BE COMBINED IN ANY WAY TO SUIT ANY I i ,O , . . -A ....1-11 '� --- ZA. IL�GEN INSTALLATICHL 1\\X*1�1\\1V1 �14- 1 . T J .-� lj�'-^ FLORIDA BUILDING DENT I " =- ! 4 .* , ? 5 - I t CODE (#fish Velocity N a" Zone) 407A 1x7m, INC, -ILIX L ' ' e , * : 's = . -i ri", 20 CAM G&VANIZED STEEL STORM PANEL C!"IM, , StIM73 III o) .. al= 6A.P1 id, 8Q§A 11% TATE I % N;' ont - �Z , - N;y' - . ------- TIL E—CO....\ MOBAL MTECn0N moms. = O`1"-/-"`* / T I "a fi* ILI STRE17 See -thWN-EKR"--0CIMIW"- I 20-176 =0121111 2 SCALE 3/6-1- At -4,w - 1. -)"s-em PNPMC — - X" Nr'=M-� - 15W "m ". Ok"" N�. CA -Oda? S -.I — - . 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W - i I M: /' AUU TUEK OR V 9 VARRS -- 11� PT WOW PLATE SPACER 1 1 I I L i r-fik'Aw VAX TOP & BOTTOM MOUNTINGS CAN Be '?� CONCRETE NOIQRS COMBINED IN ANY WAY TO SOT ANY "%h") '� i A LNSTALLAA,ONI� I- y i cm SCHONAE ON 0 SHEETS 9 IHRGUdH I IFACK r-t. I I ! I' �' A. --,'%,, t- +-& C- '5 , 6 �w I .. I .-- ��;",% Exe-TIN-0 TOO 1 1110. t �`�i� FLORIDA BUILDING CODE 09h V410011ty MVV Carlo zome) ��..�.-L,-j IIE I *. =M &rAW- V" I ad, . RICCN 4F o 0:100 %tnm W- FP1 CASRSITA&ID 1 1(2 R .I.. . : I � 20 CASE C&VANIZED SM STORM We J ;:I- KRIARED. TAM" NOONT f : No 44167 % z Dow I - 1Z - 9*1 C 5 ;�\ * CD.kM_��l GLOBAL MTECTION PRODUM, LLC. w'W.,,'" * �__ x1o., SlEm" E" '. � �' Z IILIECOmoc- � S':�,. 5 ATE '�- I---- - QUAIL EOR SeA= U911UR Al 10 QR Z "W'en-113911.1"T 1&-&" 'I !.� �- ZVI IN, I � '. q-. 0� �� - -, - MFMJF� I ft . I - I - At. 1(j"d&L/S*0FdNE/TW IaTER A. TRIO -`- - - , Z' -P- �:- r I 161ko I L, , ZIPF ; - -04 - - *Mo a, M 1 I -- -------- QN WQ IREQ 0 CONCRETE DEJAILS EQR 8 VLAR P-ANEL5-QD-" CQN!;REJE Q8 CONCREJE CONCRETE BLQrAK 5IRWIV80 CONCRETE f----- ANCHORS. FOR CONCRENE SEE SCHEDULE ON SWXr a -- FOR WOOD SEE SECTIONS ON SHM 12 --- REQUIRED ,__=*M= REQUIRED AN-lim REGUIRM CONCRETE ANCHORS r----(bM SORCI)OLB ON Mo.. I* M]f,' -- F "7- OWILAP -f WHOLE WILLM - wm" ",I - 014L I *12 --� I 1 ow 4) I � SHM 9) ON 4 i IHW - I r-". 17 F""' -7-11 I I —1 � . � I � —I i A i I I ' I I- - T- " - !-I- � i i I I I I I I � � i I � Ci : - I i ! I i 1 C� i ! I I ; I ! I � I 11i I i i I sox 1 H ; 1 H OF 'V z I 1 El ! � qp� t � � i '6' ! ; i � -4 I I I " I MAK � I � --a i I I ; I ! � i I i I � , � ""ITO"IM."' I I I � -0 i I c � 1 � . 1 , I � i --- To I � amm I I I i �� I I I I I I I I 9 I � I i A . I M � . I - - .-LL11 - , I =3 �.' T-Y , 1 1 � i - I WS*) ji I I i , I I 11 � I i I '711 -4- ! I 1 ] ' p j WOW NU? -0 EMM � � I . ' i , I I I: I I- � I* -- -'-�-* � t ---I � !" ' ' I f-Im *luo,, I � '4 -- I i ! 1 -;W.r I , I ti I ! : ia � ; � L � !, " I � I i �i� iii -�� -t- I , 1 1 I � � I-- I i I-,-.- -- if , X., ; I SMIS I -- -1 .1 i i i t-----,-- p — - 1;.'1'U`!%1' ii i i ---,-I i 6 li t-,------ - p 6 - ----- 9 -1 '4,, � � � f -1--L.�-1-i - -111 I 11 --A I ]'111 'I ­1 -1-ITT, - -- - , Tr r- F I ---I- or V - I I I T I � i I I VAX , i I , I I 1 � i I 11 ITT 1 I � 1 � I I I I i i I i 111� 1 I 1 I I I I . � d GVDILAP� i � ! R I i � , � 1 1 I I i I 1 � I H H i! � il l� — t I * , � �' i i _tw - � I le I ! � r 9 i i I I I I � 11 I H � I I I i I i 1 --i--f I I I i i i a : I �-= 1 4 SOW � ! sk i =r-j t I OF V � I � or IL, i : i 1 M!X � I i MIR'l � 1 1 1 � 1 � -� 3:lio. 1, W. f 2. AN^ 9M r Mo., - 1 DAL-0.0 12 I* W. I 1 � -(]D MAX 1 ' - 1 �3 i *//",/// I I I , I 'a i -------ANCH0R& - FOR CONCRETE SEE SCHEDULE ON SHEET If-------J FOR WOW SEE SECT04 ON SHEET 12 I I ! � ! El' . I � av�l i f � � w-CMDN & i I 1 i %j�-" iR Ii.- ! i � I I I i i i � E � i � 1 1 i e I � i i � ! 1 I 1 E . i I i i i ! : ! I 1 1 I I i KOULM STORM toUl-Q YADON 3/32..,�Ilt 0 ELL Ile MAX GAP i I � -L I `7 ; L-f I -- ��T jlii�- i i � MIX. - __J i I i -t i i � �w-'-='/-: .. - 1 1 1 1 7r/ Vu WHO NUT I 0 21". - T= � I i I � I � I I i I � I i i ' CONCRETE ANCHORS 2.47" W Doc* .1 MAE uILLEY) —r--1— ��- �-' � I - z -4 i I L"am ARGNGft fromm I 1 CONCRETE ANCHORS � '---M 1ICHIMM ON i L- (SES SONVIDULE 00 I /e i ow 2) .t 1 =1 (SEE SCHEDULE go i $HIM 9) [ ! ) I ------ SISM!C 09 SLOW L---,JJ:1&0,NC*M OR Loa RIFOURIM, SIX OR ---- 1g:2?c ROUARM SEC" �� MR.) I RIAVIRM ,611 "i MOU Rd MW A I No 21M A I "14, 11101 lima I I I . .'G% .: I Ir . . ­ **"" EN � . . . I � FLORIDA BUILDING CODE OHNOGIT votocity NO one 2046) E-D- -(2Z '=CE. SHEET 9) � TOP & WITOW MOUNTING$ CAN BE CONIBINED IN ANY WAY TO SUIT ANY I INSTWAtION. I - : . . - : O !*: * Z . 5 ATE 1L % . ORIV.. ;%aF 02M IZ=,;w_ F.P� 2D UK GALVANIZED STEEL STORM PANEL PROM MI. — GLOBAL ;;J—WA" ROTECTION PRODIJCTS. LLC. AMID, z1a, T=kSsi--, 4W W 51 SIREET WME, M $"'- 20-176 , .'. fl *�C=M�M�A% P,dNE or W --mro " I Iftowffl- . = Ll."I W1171L I i �:"" - Or I = W a) C.� co 0 " " = U.1 M < Z Z < 0- N a) a) _=- W CIO > 0 L- I CL < -4-0 0 =3 0 0 L- 13- a) Cf) ICU M -------- -- , L ;j I,F-',ii7-'-F1. !----F-T . I SHEET NO. SH 1,0, SOT ON t I.3 A 4 WALL AND EMS MOUNTING INSTALLATION ME C a sm ANOn" ON Lea : SPLIT PANELS __ _ _. _a _ tllf MSi$R A Wit. 4V \ (/6yos43.JIXYL],pAq• \ ��� ,.t-IS- �I l ill \ {t)e. TOI ! aafmlq C i • I trig X4.L ao'Rb/) '• iau•N t • i . // Y. 1AlNOII Yr VO iT 1 _ _ WOE OF WALL LTX. Mpflt 1 3N1/4• C t• I IT, f" • -.: t` 69�Naere OR CRot ,W IWY }tTOCOU ' N \ AaN� EQ. -x FAtm \ FM�E9� Oft aw I 3 I # (I # i moo" MaA tl I ��l d. Im emm . 1 SGU.E � T 4 T 3 j .SEAaAA3tA�4 W gr 41-_ PNRL a /y I 11e OF i ! rCASIti! PmF¢4#I M96FA Be OeN4 I �sgmWr�w sDam \I®M 4' I of iCFP t36,4 I 1•....- WLLa!i N INS N!A xm q 1 I , # ( 1/4- t - Mott. 1- /,A. LEt wNOWaalt649.0. ii I iS �dJ i e• a4 p �PWN: OR N MD I i• 1 y- W/a• �yR�, rnlrAmE OR 9Ravr j I TOIL alu, Pal" -77.0 ..at. IRAIloN 1 F[CAf14 24. 801tOY) [A AT a•I4A F??1:i12925G UNLLc°Raala'I°ta0 uul_ut7N sc:mEeuIT A 9) Rik MtwR w. xea Matt MtIum SPAN (FL) • REWIRED Mln. TUBE.' N'kLDN - _ 4'-Ir _ ..,.. T a 3' x 1/9' > 3'-8" TD 8'-1 O' 2' x- s' F 1/$'. s 4•s i 4' • S�M1AF+�S1� .;1FOR m.A.tlm ORIENFEO RATING SECTTON 1 •• +i uLEL T smre4 SCALE 3/8-1' NOTE: WWG" LAp W BE aNSTALNEo WJo STORM PANELS ON TOP (ONE PANEL OPOR BOTTOM ENING W/ T1 T A& BOTTOM) EOM OF OPENING. ?TIiw4„S•:►'iiTCITl,Iii rs WALL MOUNTING &WALLATION - ALTERNATIVE 2W SCALE: 1/4' .. 1' NOTESi 1. INSTALLATIONS ARE. ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO 4-55.5, -72.0 p.s.f. AND PANEL'S LENGTH UP TO W-B'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAJAATION. CONCRETE ANCHORS (FEE SC TIE 4) i`OR CONCRETE ANCHORS (SEE SCHED= ON sHm 14) CONCRETE ANC M ( mwm" ON _j Pomm CONCRETE ..T._ POIRiW �4 YCB NL" Go- II� MIT 1PAALiON cLoss SEC410N Y-Y SANE Ile -I' STIMMMWe i. M WALL MOUNTING INSTALLATION - ALTERNATIVE 3W SCAI.: 1/4' . 1' wWALO�E wL CONon"BON) (SEE SHEET 141 WAU MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION - SECTION t I E: af6' _ , - SECTION 2 SCALE, 3ja• - I N9TE:. ONL)A.E 41YTN B'NyRA, E'i SYSTEM INCFA I ATION . 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERK)R PANEL. (ANY PANEL LOCATION N BETWEEN END PANELS). LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS (W/ OR W/0 REGULAR TRACKS.) 2. LIFE SAFETY STORLN PANEL CONSISTS OF 0,038' CALVAWED STEEL STCRN PANEL AS PER 4 LTPONEHf SHEET 2 OF DRAWING. THIS PANEL ALLOWS ITSELF TO BE REMOVED DR INSTALLED FROM THE INSIDE CA STRUCTURE. 3. SAFETY PANEL SPER9,EE�2 TRACK D COMPONENT®h �TNN TRACft ro ATHIISS COMPONENT Y BE INSTALLED WAIL OR FLOOR MOUNTED FOLLOWING SECTIONS ® I k 2 ON THIS SHEET. AS. WELL AS DETAINS I & 2 ON SHEET 74, sr� • A 4. Win. LENGTH FOR COMPONENT 5 15•, N Max. ANCHOR SPACRX; FOR COMPdNEM ANCHORAGE AT BOTTOM 3 GIVEN ON SCHEDULES i $ $SHEET 14. : COMPONENT }MAY BE PERMANENT OR REMWASLE *. : 5, SEE DEWS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET t5. s'lJYL:'• 6. SEE SHEEt 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF ry+i SPACERS AT TRACKS INSTALLED AWACENT AND BEYOND TO STVCCOJWOOO SANOS, III 1 I1 l�# 1 lilt IIEII. R I L! 1AAMON EPAH • fStE uAlm aaW96RE �;aiY..YaYfaSaJA?/J3 Rx SCALE T "-1" SEIUN¢ A FLOOR MOUNTING WALL A FLOOR MOUNTING INSS'UUATION - ALTERNATIVE AW INS7'AIIArIOWS - LTERNATNE 3W (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX.. SCA313 1/4- . I- AS.D. DESIGN PRESSURE RATING) SOLVE: I/4" - 1' B Y.4• tttax oax .A m."t LASER i6esNm � ooswM P[- FLOOR MOUNTING - INSTALLATION - SECTION SAW SCREE: t/41 - I' T_T Nr�w,�ilee,•Iee N�le[2» rr���l(.Ir��r:w�IR�r�.�tt�I��r�ialslirrr"'�" Ir>•"� IraTif>.uRrrl.lr �Il�l illll I fill ilillil�lil�l[illlllili W/o REGULAR TRACKSBELOW) (SEE NOTE 9 * (� BE INSTALLED AS OPTION Al FOR WEE W SIQRM LIFE SAF�IY 5'il]RMro PAtkl OFEHR'm 518'LL ALWAYS BE PR01A0® W/ REAR HANIXE N. TO FACUTATE INSTANA F INTENDED OR REMOVED FROM INSIDE ELEVATION OF STRUCTURE m. GAP -'I4 1 'a 9?EMo , PoVlt4.. a NALIERWTELgCATON ffimNOTEE I) SECTION 9-8 SCALE 3/32`-," MAXIMUM A.S.D. DESIGN PRESSURE RATING (11,2Ai4.LAND CORRESPONDING MAXIMUM PANS,. LENGTH `L- SCHEDULE nu, n 1rN Art.r1% . n] ecru LT H e iMd (p•�rJ iaEE�"CONDITION! N ,win,a" ATH,.a M+7 INe ITEM +553, -72A 7'-B• WI LESS 2. t/4' Uf80LRD 1 TlplU a t 7 +55.5. -72A r7'-S' ro 8'-5• MpA. 2 3f4' ,AEGUED 1 7RO 5 & 7 +S4A, -no aw-a' To 11•-r Mmi. 2 1/2' • �� 1�' 4 +4". -4e0 12'-4' OR LCM 3 ,/2' d B a to mATED.W/ 1/i'.-2&1' SS. iL4 3 19MIT A OVOW & VIOU)N IN OF PAHL tVAI.N ONLY FOR PANELS(ti& G INWALIATICHS AS PER SECTIONS , TNi81 7. ON SHEETS 4 i 61 MAXA" AS.D. O pow PREsswx RA ,j MARWIW A mam FOR ED, - 3 llr - APPLKABLE To SEJ'TfCS A mW� tIDN MAXHUM PA/EL 127NTFl i.' t/Lj TAPCON Ci TAP-OPoP *1K_w PANOWE PBW4E 0 PAIIEYWIE MIS TO CONCRETE To C� To CONCRETE To CONCRETE TO CONCRETE f N 7CCK TO WNOwm To cONCIRVIT BLOCK To cOmmm TO BLOCK d" NIA N/A N/A 6' N/A a' /(41 a• N/i' i (top) 4' a- NJA WA 8` Ir a' Y B' f 1 (wrmw) 6' N/A WA WA 4" WA 6" N/A d N/A 2) $• WA N/A. N/A a' WA a, WA a• WA 2 (BDTTOLO +55A. -72.6 a- NfA N/A WA B' NfA - 6' N/# e' WA 3 & 4 DM V-6''CA LESS DR ties a S .NfA N/A WA 6• or 6' 6 6" 3lawtowl a`.. WA WA r N/A 6" WA B' N/A 7 (TdP) D' a" WA. N/A A' 8" a,. •, •, 6" } & 7 0X2tTtlM) N/A N/A 12 I%2" a ,/s' T2 ,/Y B 1fi" 6 t/4• 9 1/4, B ,/4" 4 "e a TYOP/BDTW7M} 'SM arE1a TO & 11 FOR M>KM IYK A SPACING M #WALIATM M) WOOD PA" S KOM. IAT LO. LESS llSllOVID) 9CHEXILE ANCHOR VACM BY L YING WACM SHOWN ON SSCH AR B THE FOUM" FACf01i4, FCR MS CPERATWH TO BE FOSS WE, RWtiCED $RA1W0 OBVINE0 UBW FACTOR SHALE NOT BE ,Li THAN WINONA SPACING ROUTW FOR EACH ANCHOR T1'PE AT AROHMI TWO Now Toe 1/4'1 1/41. S/4'• 1/4'. Ile. 1/4'. IAN 0 a LAP-e•.maa6i 1'xx-R Yan-ET td A,NONR rrlue (N3. 3 3 3 3 2 1n 3 s s s 3 $1n R4cYN oNUA 41N (qa S 3 J 1/2 3 to a d to AmNIM POOL wpm* ox m + Tn- -To y ,- 3 ,j4• LD. , sM' LNxN B1etss etmeAo w/ INSTALLATION DETAILS FOR. REGULAi3. PANELS (b & 11 I/4 10 • e if4- o.c. NR LEND• S PANEL tEINd1NS UP n) a'-o' AND B I/4I.' o INTO EXISTING WOOD STRUCTURES PANIELM, 0 FEYNE m WT PAN wL PLUS f 12 112, q. C. WITH i l FOR AL TIIEADEa imN TO IIBIDEA FOR ALL LENGTHS Ifi a• -a" No, '' tf4/'/A22'•uGYGADFd! a`. { t � j f p u-I I To1vwm ROOD Almut It Y7 4r� s EDOR ED i ED i i 3 aAN ED ( 1-- i 9 IKDOWD 1 i '_ 1 i NpuTIB tin I I 1 - nwm I ALTERNATVE I ALTERNATIVE M ( - SOME 3/8=1' SCALE 3/8-1' I p 1 # SEE SCHEME aSEE 8a 0mR - Tq 644US. ( 7 •Ai3/ mN I Nit € jij D ! 12 1n• at, r I TIT I t I ED ( � ) €QF_ ._.__...._. Cw ED -j E0 IS 7EtY' { I (') ! Iii S tlopD Pir1E T 1 i t/4 LD s S/a' LOW BRASS BUSHING W/ 1/44-2oQ• S_- W.S. e a 1/4- O.C. I q 1 r " i FOR PANEL LVIODS LW To s-o• Am 6 ` i 4 ac4 °°° u� • a ° ) T/4 wa FOR I$Ndne uP m s' a Um RAE �i oR %14-10 PALELWTE FEM4E wQ Olt 2S4' IIWI>RED PAMEIAMiE PLtAd • 12 //2' Q 6 MITH I 4` t t iTNSt lt8 Ylai a C 40. - , Ira• Nw. TNrAaen ALTERNATIVE--31i1 ALTERNATIVE AW _ 5 1 I ppgl�� Spp � 214' PLATE a WMai 9F NRAF! $(.Y.E 3fa'^1• SCALE 3f5-1- ! ALL l.ElNTIXS lA 1D tl'-Y LIPc .E �1 I T �� �*�nu RIRF�Ja. �8YY614W1 LATION CON Q ,TE , StitYfSER ,BALKS NpT FOR CLARIN SCALE 3/6-1- SO4.E 3/B-1" AMNUENIN tI�ES.E$i'�p" 7 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A,S,D, DESIGN LOADS `�E N?,,yam CENSr ,•,• FLORIDA BUILDING V•IocRy UP TO +55.5. -72.0 PSF AND PANELS LENGTH UP TO V-8". it t CODE Ni h NurT)c0ne Zone 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE SPECIFIC 0.55 EQUAL ND. 1 =iF = asmD mT' R c 20 GAGE GALVANIZED STEEL STORM PANEL ' NO. 2. W/ DENSITY OF OR F8R NA a: I45itf 38L-119N �E( FiDN si -..: CF ',�'.._._.� -^ ZZ QV ! L E C V i Na. GLOBAL PROTECTION PRODUCTS, LLC. � n°D W E: TOP de BOTTOM MOLiNDNGS CAN BE n R0, i7� • • C 'Diy�-`EpSrS('' rzsnNe & IR! HB a ANr 4eoo &W. 51 STREET wmE n. =14 20-176 COMBINEp tit ANY WAY 70 SUTT ANY �, A teal 3 its It m 1r aWmRn a ON nt-tMD r.: DAR m-Het Imo: (aa)ee6-1546, FAX: (sa4)se6-s7ax tRouow NN INSTALLATION. p "-mFN L/6Yre tx-g00a718 Ns�r. ac- 4sa.tr ws atb P-W a IULiE1t A IWtlt iy. PEE lwIIil � % sr Y � 1. , 1.. _.. ., • A A L •i .: 1. • A - ' ' _l ^... • R • :. e I A !. A. • �LI .'I _ ale.. `,. •. ,.e x :ill .•. sal • •fl : 1i . :.N na,t.w...- =Ant• . r STUDS a EVERT' OVERLAP TO PANEL 8/87 ice. (CASE 1) 3" W . (CASE B) 0 ALTERNATE LOCATION AT END PANEL. 1/4' I iii > r ! �€ all '`-•-INTt7N10R PANEi. \---ENO PANEL DETAIL ' Mm. ANCIWB Mas..SIDNR SPAGMG SPACWG I 3 MaI. 2 FLOOR MAXIMUM A.S.D. MAXIMUM PANEL SL1PiR1.W E.ONLY TO SECTIONS ON SHEET MONTING N= AIION (PP 1 A .E?M H,EQULE 2) SCALE. 3/tb' • 1` DESIGN p�i�';a3SU RE BRING .z.f.) AND CORRESPONDING LENGTH "O . SCHEDU , & 2,INDICAT€D. EM IBA• cAFET•<rrrmM ,2A_.I ASO. RiL4AAlE RAlAO I. TAROK OF TAP-qIF WA-1N PANDIMIT FOIE 0acm PAFLWTE PLUS DNS t CON&IMTION OF TiIEM W>mAUM PANEL LIININ i' (Aj TO WINE Tam TO CONCRETE ro at= TO tio"cRER Tv, BLOCK To To 00HiCRfli BIOOK TO Cpiro BLOCK S7 NIA N/A N/A B' NIA B• N/A S" N/A t A 2 (TOP) 55.0: -7T.0. 9` 7' 9. 9" r 9` 9` 9' 9' 9` 1 (B07Tomr) B•-W OR NE'SS 6' N/A N/A N/A 6' N/A. V N/A 6' NfA 1 8 2 (TOP} 4SS,O -72A6 g` `+' 9' S' g" 7 1j2' 9" g` 8` 9" 1 (BOTTOM) W-O" TO 7•-8'. +SS_o -72R 8` N/A N/A N/A S" N/A 8" N/A S" 7"-S' TO 8'--8". IEEE MAIN" ASH+. DF50N PRESRRE ham a.F 1 (SOA • 5/6' IN fM.M LOP OF AIRLO GLSf Y Dow • ]' iFA. LAW alp of mOLE}. APPLlOA i6 SECRONS & MAA ATIO OF MA)GMUM PANEL LENGTH R` (ft.) 1 _ : +49.2 -81,5 3• 3• 4 1/2- 1 4 1/2' 2 (BOTTOM) 7•-6. OR LESS +52.8 -fi6A 3` { 3' 4' j 4" 2 (BOTTOM) 7•-6" OR LESS +55.0 -72.0 2 1/2' i 2 1/2' 4" 3 IJ2• 2 (BOTTOM) 7'-8' OR LESS +35A -720 2 I/2' 2 1/2" N/A MIA 2 (BOTTOM) 7'-6" TO V-0` +55.0 _,Q. WIN/A 3' I 3' 2 (BOTTOM) T-8" TO tN,•NA, ASA CRINN "-. PAAII talGfit � R'� 10� »INDlb1 io tiles PAMF1 aDlm1W +df6,a -72o B-6' 2 3/4• uaecatm SEE SIM is FOR ANCHORS'AWE A SPACING FOR MIALUITIONS 9TW WOOD FINE IMAUDM. 111014.4 ANCHOR VACMS AND JANI" WOE O4TANOC ARE Rmq`.M ON TWO SCHEDULE. FOR E.D- LESS 7lNN MICOM ON SLIMU R010 ANCHOR SPACING BY /AO.1(PLYRG SPACM SHOWN ON SCHEDULE BY THE FIXIARMG FACTORS. Fffi ARCS oPmom To BE PossaL, REDUCED SRWM OBTANED USING FACM SH41 NOT BE LESS TOM LRNA" SPACING MKATW M EACH ANCHOR TYPE AT Ja/CORS L ONO"rom 1/4-- ff4i t/4► 1J4i I/41 1All0n Lx MPaN P - aaAl-6Y w. mw* 9FNpl0 ,.. 3 3 2 1/2 •wrtHOw DA) ] 'JE., ] 3 •-A QA) 3 _ �a to 4 AWWL i6. �EBIE B aGION 35 - - 2 m v4 3 yr No. g *�9 MAXIMUM A.S.D. DESIGN PRE35URE BEING (R.s.f.) AND CORRESENDING MAXIMUM SPACING SCHEDULE TOR REGULAR STORM PANELS Cii 1� INSTALLATIONS INTO EXISTING �^CiO`NCRETEQNCRETE BLOCK STRUCTURES (VALID INB.Y FOR PANE1SvJs @R1STAIIATWNS AS PER SECTIONS t THIN 10, ON SHEETS 4,5 aL S) ANCHOR EDGE YLLINt1N`"" 7 'uclArs r` ' F3 3 ' NO. 4167p1q' FLORIDA BUILDING CODE (High Velocity Nurricane 1/G 20 GAGE GALVANIZED STEEL STORM PANEL Zone ONBM an ^srQ.t' FL.. IL C a.... GLOBAL PROTECTION PRODUCTS, LLC, 07 IDS Fs' INC. sit. $1 svw - yr rhrh �r, •.. •• NG IF/F 0 i "aA Mp. Fes-, SmN -r, M aaM wlal.l at-xd1P . M, 4��p, am PNONC LPSi)a45-75M w. (NN)""m ptl0) RII-ipi 24•• 176 AF S SBW/NGMISIRFfDAE WN.7EA k�a71. AY wi ir..�, WaerAr MN PEE N6 v-1a oRN1aN 11. 1PMET 9 of % �� HAtOMtal A1CKIRS SP/CYN FOR FA. - 3 I/2' Asa DESIGN lATVxBI a CAP-cala cxA-a+ ,aNEtwwtE roavF ro P�DNu� Pws quo SET P�SS� RAiBm (ps,1.) m eoNgR€1€ TD CONCRETE tRDGK ro cDND,ETE ro CONCRETE BLOCN ro C0/R7iE7i TO t014LwETE 9LaCf m CONCRETE 7D COra31flE BLOCK o CONCRETE I-- TQ Ed1L'HE4E BLDCIL T6 CONCRETE ro CONCRETE BLOCK coueRlAnoN � tHEAI L3TNG'iN '1�'{� 6" N/A N/A NIA 8" Wk B' N/A 6' N/A N/A N/A 1 (TOP) 8` 1 4" MINALWIM AN/CNNR SPACP7OS AND /aaMUM 06TAt10E A� BID,OITED ON THIS SCHEDULE MR Ell t THAN INDIUTW ON SCIIWtAE R[3)U0E ANCHOR S,MLNd Ek iRlETlFLY d SPAP.RO SNIOIYN DPI SCHWNLE BY THE foL1pMND FACTORS. FOR ifAS gPERATON To � PEE REDUCED SINCMG 6BWNE0 LNR✓0 FACTOR Stall NOT BE LESS 7HAN MHRMIeI SPACNG POA:STFD FOR EACH ANCHOR TYPE AT AlCtO85 LEODO. ANCHOR TTF< tj41 I/4•. 1/4. 1/4. 1fP. tj4. TNP,mH � r4r-ue Lwu-w Yam-REr ww ANCHOR 1P110M0 (In) ] ] ] ] 2 ,f4 ] 4.mYpWtANa CwvW (4.) ] ] ] 3 3 3 1/2 (Ba ANtI EN-aY arat ¢1j ] J 3 1n 3 in a 3 4/Y ROM. � �a dW1iQ f A�C T 4 R 1m u - y INSTALLATION DUAILS-FOR REGULAR EANEi.5C A INT,I� EXISTING WOOD STRUCTURES 14-10 PAI7F3.1Mi PLUS �''` /14-,0 PANELAM.TE PLUS 14-10 PANEtWTE PLUS r 4 10j PANEL. W/ 1 7fa' j 8 tJ4" DEC w(/1 7Ja` 6 1J4' 0.0E w/ 1 7/8• I I_.. d YFaU O P€FIE'IPA.TION TO THREADED PENEn#ATRNN TO WoM TNR£ADBD PENETRATION TO I ; /` EXISTING WDOO HEADER exanNG WOW HEADER R€ EIISTW HOOD HEADER r _ .AWN a• / / EYaff ST0 • / t I I EAWY END e j /t i I alaw SNB e t { 6 4/4' DEG I J " 2• I I 6 t / f 3. ,1/�G2 WOOD HEADERRAAW,HRHEADER_ f AFy+. / O ( t of SCHEDULE ON ! BEESCEOLAE ON I SEE SOEOIAE ON aHETT a SHEET e I FOR mv,, NR W. YEPAMi1CW FOR IRn SEPARNON I ' `ro aAss. f TO GLAS& �?I- -- - - .- LB461H---""`"' "'V'-..... MOs. PANEL LF71Gn1 Mmu PANEL LENGTH �/ Vac PANEL i ^ (SEE NOTE 1) 1j4Y�-IGLU' 68 I (SEE NOTE ,) i/4Y-m,fi- S.iy, . (S{E NOTE 1) -°j i �MRY OwXN ' f OV£P1M I •�EVER'f I EV[R/NRrDn.W1AP i k 1 i {OF " i i F i ""9.Miff { 6 o .' MAK I t 3 t I ? I 1 1 . t 4 _ , t t NAY` 7. 1p . / / . »hl0 NUT WAEttER I E 7fBN i MBF« aAo e `^� Y DRYNSPm • • ,z IJ2• i).a E It 6 I ETA, t.�A - t ,..._ IE I I/4's LAG SCdlEWS � � -i B' O.0 Wfi if2' 2'A4' W(iOD ` ' ) ) 27xS" WOOD . .' ) (� II I- 2RE4uXim Pul . )i i I PENETRATIONMIN. THREADED -+- )' I 14-10 VANSMATE PLUS I t tEOVR® - REOlIa2W �; I 1 5 1/4` 0.C. W/ 1 7/3' 1/miWDTH of PLATE = f �I il! 3HREADEO PENEFRATE#N a ,i, ; f SCREWS Mm Wm'fH OF PLATE I 'i )t 15%ttlop CWSTAIXO LAG,� TAT DIRECT r ., w MMIDIA0114 OF � ALTERRAM IN SCALE 3/8-1" SCALE 3/8-1° SCALE 3/a-1' NOTES: 1. INSTALLATIONS FOR ,ALTERNATIVES 8W, DIN & TOW ONLY VALID FOR VIISIIitINlgylh BUILDINGS WORN AS.D. OESAGM LOADS UP TO +43A. -48.0 D.s3. AND TILLrf�,'Vb4y� PANEL'S LENGTH UP TG 12'-4' •e�p;. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SDUOSERN EN --'•. < '+' lcPINE : �i NO. 2, W/ SPECIRQ DENSITY OF 0.55 DR ERtull. ; $ FLORIDAF'LORIDA BUILDING CODE NI Velocitymu cons Zone) NOTE FOR COMBINATION OF SECTIONS. N0. 416 * _ nT'�0.' 20 GAGE GALVANIZED STEEL STORM PANEL orowa ar. TOP 8 BOTTOM MDUNTRNGS CAN BE S * 5 >)� UQQ° '�-� �'-�- COMBINED IN ANY WAY TO SUIT ANY ': i - GLOBAL PROTECTION PRODUCTS, U.C. DY w1a. � FL I HNC. INSTALLATION. O'^••. TtlC�r' 4+aG E.W. at snw +C!$ .c�� 7 ++" •'.� TtETbf k EM IN Na Ca ANY Mv1E, f6 33ii4 xN 3 64 aY. J4A WIPM a`W4 R yNN PHONE (96t)NY-76+a. Fm (at)Na-a767 20-178 am F ,ft' hFFNN IIWNI L �AL/YwwniRE/DAre CA-a006719 ti-in a- _ - DRANRm Nx WAt3Ht A TXUT Nt P.E 4� 91Hi tY M % /4•. LAG 4• o.G "f INTO EXISTING WQOD STRUCTURES t 1RWE• xi' NIA! J � IV I I ED, t 1 r i 4 ' EQI ReN°DURE'" I .. I MCI" qqJ/aa IwRD�N(Fr�e OW a 12 I`/ "., yW� ALTERNATIVE 1 ALTERNATIVE 2 f 1 TAPE r , 4"tki-/M,GtNNE 10 1 0' 11 aw18 I AcSM SCHEDULE ON 141 I I 1 EF➢RDA7ICI I ro PASS I i' ED _ L - ED it f 1 I ED €AI EQ f I '� I i t 1 L' I ! k: 8 AUERNATIYE 3 ALTERNATIVE 4 YpPE4,p{1 j l ;_ MiJ�4.5! LAd SeemPamr s" CC. w/ , 1/2• ACI i$ t f4iTmRi LONG aU9NR0 Wj I j4'ar-WUfE` S.S M,S. O e` q.C. OR FRAME. CONDITIONS do ANCHOR,_ LOCATIONS T/{•h% Pm&3WT€ MINX m OR ,ALIEHMME MOD PANAWTE PLUS 4Y r 0.0E W / , MN. SCAB 31r - I• WALL MOUNTING INSTALLATION ALTERNATIVE lid PV*TPATN81 TO 1Naa fLAIE t W NOTE : s mnER TRAM NfR SHORAN FOR CARITY 'aA:I!w A, scar: 3/B° - I• s Z FLORIDA BUILDING CODE H[ h VelocityHurricane Zone Na2mD m' °' 20 GAGE GALVANIZED STEEL STORM PANEL am" B11 L B6TALIATIOW Aft ONLY VALID FOR BUTUXNGR WON ASO, DESIGN LOADS tit+ TO��- +aS.5. -72.0 MT AWN PAEVS LENGTH up ro B'-a". 2. FOR HEM WOOD FINE aDNSTRUCDOM WOOD MEMBERS to SDUTOW NN �* %.�? FL. p{0 f aR -'..,..... r F, �tS( aa� I LTLI E C O C. GLOBAL PROTECTION PRODUCTS U.C.e7/%j2o2D . wTb 480E S.W 5, STRRT OAT. PRE N. 21 V/ SPEC$1C DENSnY OF 0A5 0.R €DWI r Rl� AIINImtl & A FM., 20^T76 rnuNN .m:, tSOAiaiTtM,m�A ,tW�wM,C _ NIIIM moo DINTje8/-764 Fr I M4)M-FM P.F. Ecc/RGxnivRE/nAre Oih00067,9 HER A TUA7 UA.' 7A:. axe ,tt-.AN: a-. r: IMLrAW DRARRN "x r At. ih 1 a &ART la M '26 -I-.A N N C_ N tU O� .� .� U ., �- c � C13 0 (� .� O Q � L Q� O Co LL- 0 .� Cn E (D O ^� .� ..Q 0 . � //��./�.��e n i.i. C. \� W r- Cn u R O V 47.11) ac x Lj- to Eli O L jn N � to � ay O 40 N X 03 ay t C N o = Q R L � d m p cj i I'TGT �._Ii. 0. _ _._TT._I u.IK, 1 r- i urvlI r1 I T, SHEET NO. SH 1.1 --- .--- - (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)-.-----.--_ 3• MAX. 3�1t7. 4A/'17, WIll. 3#/17, 40/17. 1I9/t4 1' MIN, BNY/.9, 7AW/14 a "W/iD �eeW/19, 7901/19 It WN/W 0 0 o f a 0 MAX PANEL LENGTH (SEE SCHEDULE) D.M..g '.-Ieq NA A LEFT a nos &.AT 4A/17. SA/1B, 3B/1T. 4e/17, 51/ie. 3• #NAXi • MINHAIR/19 7AW/19 t BAw/20 J'. Z/111. %1-7i. ! BBW/20 1' MIN.; n ^..ORS SEE SECTIONS ON 7 _�. _�_ ( SHEETS 1 45. 79 & YO) QEIION #2 FOR LIFE SAFETY STORM PANEL. a ELEVATION SCALE S/18".T' t/a- EYX NAP SECTION A -A SCALE 3/Ir-I- MAXIMUM A.S.D. Max. PANEL LENGTH DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL RATING (p.s.T.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 B.-B. 2 3/4' UNBOLTED INUALLATION DEJAILS FOR QPI10N #2 EQR JJEE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED ON HEIE OR CONQUIE BLOCK g CT RES _ 14' WCON ,WCHI IRS �4" TAPCON ANCNO 1l4• TAPCON ANCHORS Via• TAPCON SOCKS O.C. O 9' S` aG. f O 91 D.C. CONCRETE { \ P CON:J7 POf 1Ij pq)REp \ BtO3( REQUIrET1 , aLaCA( REIXt{p,ptx.. 1 BK \. ' 1/4- 1/4' { 11/4•Max. MwtNr»xI Max. .. DO 1 S tr. 9WIYtl9xm 1 ' i � ,xnesp�WN�m¢+m ( I' w.pur�wwywy m t � f i r. m ` i ett941 lq { i Y ELVES Iq ' � III nen• rU ' , � f snt6r 1q # GLISTT EXSnN�I,y r i. GLASS , I GLASS L .� ., � .. �S I ' GLASS HUT WARAUIO Z: I i 7il r! {`t _E. )--( 1/2' - r ( 114h-2-/4'SS. M.S. W1 � 11r - � 1/4'M26xS14'S.S. M,S W/I li B2x1 O'K.` tIUT NRFSFiER 1 ('- `-"f/1"ix1/3?" 99HNUTWASHER ' L�x3/32.1�= wa 7 ro a 3132' WIND O 12 I/r O.C, ( Net. U7 WASHER ftNoNoi ( _, t 4 TAPCON ANCHORS I 1 4 TAPCON ANCH(RS 14 f/4'r TAPCON CIS 1 ,' 7� ON # 1 f2" n.Q.. i �� 4 1/2' ac. "S ttt (STAGGERED W/ ST(m) ! (STAGGERED W/ SM) O 4 1/2' QD, RED CONCRETE �.,2,OURED CONCRETE .._„€Of9i07 CO/K:RETE OR C TE BLOCK '^ R CONCRETE BLOCK IRCO EfE BLOCK - CONCRETE CONCRETEc REOUvwD REQUIRED ED WALL MOUNnNG WITAUAM WAi! MOUNTING INSTALLATION ATION WALL liajjw jNG INSTALLATION ;iEC1iNaiA REGU PANEL 9 LIFE 0N 3B PANEL REGUPANEL SCALE 3/r-l* SCALE 3/B"-1" SCALE 3/6--1` SCALE 31e. t" ,14'. SEE III I S •� H.1 ANCHORS TYPE # ARItlIDR IYlE u1HIN IN/ spALro+G FOR .aTMLATora ARo WOW "'COIN a+"g A Til1�j"n MAW at%". MB. Aomw HAale 9x) 3 R � •.. MINIMUM ANCiMR SPKNnS AND MINS" ' • ;aQ EDGE DISTANCE ARE INDOX1ED 0 n6 'A.ceicAMar o.A.r ': a F SCHICha BUR Ea Less It" IIAIGIn, DN R.xei.t pYy„y Baia DN ] .l(ENS FLORIDA BUILDING CODE HI h Vel - Nurricana Zone SCHEDULE REDUCE ANCHOR SPACRO BY - AJ j - • ; .� OSDZb nlew. 4NG. SMULTOLYING OWING FACTORS. 0D9E FWo1DR 1JO• : * c 20 GAGE GALVANIZED STEEL STORM PANEL CPERATGN TO BE POSSOLL REDUCED, SFACM DBrMNED USING FACTOR 56LYN HOT $ , � GLOBAL PROTECTION PRO osy/aaao ___�.AM c� c .._. FFOOR EACH MOM MINIMUM UMS THAN ON sm1EDUILE xf 1.m 7✓� Q ,�, M o iMCC A S.W. EST/ DUCrT.ftc LLC. p 3 Ln. - ' �n " '� ``P mart. n. a am w..A awmz n. nsr PNaB: (n9+kMff -Ts/D. nw: M4)e0-ei97 20-176 SWAT A HW «n-,laa. M:aaIJ M,.•,.n -. .w -.1 1111- DRwWr. Hrc NSW WN.ftRA. TRtRs .. P.E ,ra - MET 17 OF t4 INSTALLATION DETAILS INTO EXISTING Ile TAPCON NYCHM FOR POURED OPTION #2 FOR LIFE SAFETY CONCRETE OR CONCRETE STORM PANEL BLOCK STRUCTURES 144' TAPCON AH[7i0R5 5YSTEM 0,0O.C. - O a O.C. POUREDOR CRETE BLOCK'? ORORUCONC21kT ewl ; \. RECUIRED : �-[1 REQUIRED{�1 1/4' II Max. I ED.i � E. 1 I yQt,• � Aw aRwr� ro ; f W.. >wxcaax W f ; A ' 1 ' � EKitRRIO,N � y Gi ,.t gg i t. l /14-r0Y PAWLMATE PLMS W// - i/5ro 3/32' WIND NUT WASHER ,-+-pp14-10.4 PAIM-MATE PLUS W/ i1B x o B 1/4. O.C. t x Aar WIND MIT WASIOA {BEYOND) K1 �OR C'OMCRETE f..- � � `K BLOCB WOUIRED WALL MOUNTING, iNY "LAM CONS REQUIRED WALL I�JSTALLATION SECTNN! SA QRE{�15RPANt SCALE 3/6•.1' a `� �A� T►M p„- quit 3f8'.t• y yTt ;`St'`VCENSE/r4/yp4 BURAM ND.4416T 3 e FLORIDA BUILDING CODE ( h VelocityHurFicons Zons *: = a m �a to RATE ?� ORt .11061111" 2(7 GAGE GALVANIZED STEM STORY PANEL l x: GLOBAL PROTECTION PRODUCTS. I.I.C.mne/a4a9 �i ME C o °q` n.,,,sNAI E e,E e. S.W.ASCII s] s1 T nt11/N AP. 9NA.4. M iVA.sY.6 iiNl. Y DAME, n- 333T4 ff,aE+(931W.9-75N1. KW: 1454IAlB^Ari7 20-176 tnw, aN) q,-la1E.IL r (1Wj Ill-,Nf nPw Wa OMirila, N. PE. 9FAt/90NAfUFZ/DATE tA-OODNf9 UYLTiyt A iluP ,b, PAC w rrt Af. ]x. A' .Hen fe tr 9e SEE elI2T 19 a ap � ANfar9Aa• TYPE a AIRt10R 1Yft 1h"t rhh LtFCai SPACING FOR INSTALLATMIB MRO WOOA '•,• AKaICR >PARIo at1 1 E FIRMS M�ILM SRFatXeS AND 4�NlM EDGED N N L Cn -Cu �. U 0 N N Q Q. O M -a CL �.}� (� O O O O W r0CU � `v LLCU O ." Cn v CIO N O Q I- (,� .Q 0 ._ /mu V) Q Q INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL S TE_M INSTALLATION QUAILS FOR OPT10 i 2 FOR UEE SAFETY ST Rf,} M PANEL SYSTEM DENEIRAL NOTES; VALID ROM sTEtau PANEL sys'TEN INTO EXISTING WOOD STRUOURES INTO EXISTING WOOD STRUCTURES 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE IO A, PANELMATE PLUS INTO CONCRETE 1.. E-2 RANG STORM PANEL SHOWN 4N THIS PRODUCT EVALUATION A)OC,JMENi (P.E-D.) HAS BEEN VERIFIED FOR COMPLIANCE M ..-....._,RA,.�-T b R , _ .. ,• ' ' _ p ACCORDANCE WrTH THE 2020 (An EDTn ) OF THE FLORIDA BUILDING CODE BLOCK S4iAi.4 8E 1 tf4". ' :.< i�- .,. ) "-'' { ' (( "- DESIGN WIND LOADS SHALL BE DETERNtNEa AS -PER S£CRON 1620 OF THE ABOVE MENTIONED CODE. 01) MINIIUlA EMBE(RNENT OF i/4•e X 7f8" CALK -IA ANCHORS 51}A(L � Is 7/B" INTO GONCRfTE. 4r'� i Ii 4F x`, FOR A WINO SPEED AS RETAJ RED Dr THE JtIRSO OTWli WHERE 1HESE SHUTTERS WILL BE INSTAL EO ANC NO EMBEDMENT INTO AFSY FINISH MATERIAL SHALL BE PERMITTED. R IMAGE" �q� � � ;>< � � FOR A DIRECRDNAUTI' FACTOR NE-O.B5. kfSRA"r ASCE T»14 ANO $kU41. NOT IXdEE6 THE MAIifMUM (A5.0.) 1/4' e-20 SS SMALK BOLTS USED SHALL BE LONG ENGUGH(SHOULD ANY FINISH MATERIAL 'EXIST) TO +� q ` `R`- DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 25. , -..) 1/4-0 TAM" O 8" O.C. 1 4't TAPCON a B' D.C. ENGAGE 314• INTO ANCHORS. x: T ah TAPCON O 1 4'R TAPCON • B' 4.C. 1J4"r TAPLXIN a B" O.C. q.i,. 1/4'r 7APCON • e' O.C. ft 1/2" MM. THREADED 2t �\� , { 1 r ' MM. THREADED IN ORDER TO VERIFY THE ABOVE CONDMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER Asce 7-16 � .-• ,/2' Yti. 1IIAEADE6 /1 1/2' WN. TFNREAceA ."`-'W/1 flZ' IaPt. it&tEADEO f j .:: 'iNft 1/a" MM: THREADED PET&71M.TWN AT WOOD y P�'T10H AT WOOD SHALL BE FIRST REDUCED TO A.SD. 0E5R7i WIND, L0A65 BY MULTIPLYING ?HEM BY O.8 M ORDER TO B.3) M CASE THAT PRECAST STONE, OR PRECAST CONCRETE RAVELS BE FiXtNO CI4 THE EXISTING WALL. ro PLHEIRATIaN T1 WO06 j a4/TIETWnoN AT WOOD ;+ PtTNL7WA7K7N AT WOW ,. PENETI+AnON AT WYXOD // HEADER FIELDER TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SilALE. DE LD153 ENOUGH TO AEACH TALE MAIN STRUCF1kRE BERM® SUCH PANELS. ANCHORAGE lAJ HIADIAI� H tr HEADERLAW # °. #d I D SWILL BE AS. MENTIONED IN &I) AND IN 8.2). F \Y( e . ,j 1 . , �y! ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER A 337E INCREASE O f` tfa' : 3wr`; t/2• k> 1f4' j` i Y 1/2' 1Ja' IN ALLOWABLE STRESS FOR WIN) LOADS WAS. XM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD TINS BEEN t� 1� I1f4' R /z 1�. 1/4 1/,' I 11 N +, f i DETERMINED IN ACCORDANCE WITH N.D.S. 20I5. (C) ANCHORS SHALL. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAT04S MO SPECIFICATIONS OF THE ANCHOR'S � V - 2 r s T 1 �` ,• �2' M fT �4 1 q woo0 HEACETR f / I' '' II WOOD HEADQi N ' 1 STORM PANEL'S AD€dLUCY vDR ILM+ACT AHO FATKa`UE f@SISTANDE N45 BEEN VERIFIED M M:CORDAAE WTfH SECTION 15z8 OF MANDFACnIRE#. - LL x Nya ) � ' : 1 REOU72ED- I '' ; REOLNREp-"" - / '' 1 { 7Hf A00VE MENTIONED CODE AS PER FENE'SiRAiiORJ TESTING LABORATORY. INC, REPORT j 2032, AS PROTOCOLS TAS-201. it. IT SHALL 8E THE RESPOND@RTTY OF THE CONTRACTOR TO PETRIFY Th1E Sdt7TJDNE55 OF THE STRUCTURE WHERE SHUTTER TAS-282 AND TAS-203. - 15 TO 9E ATTACIiEO TO INSURE PROPER ANCHORAGE. THIS 55(IRTER SiLU,L ONLY 9E ATTACHED TO CONCliETE, 9LOCR Q i" i I -j °_ 1 Nt• , _ - i CONT. I j _ - I i 2. THIS SYSTEM TINS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME 9UBDitiGS. W C t ' i ,r�� • " ' " } INSIDE W/O THE USE OF A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO TIE PERFORMED FROM THE INSIDE OF STRUCTURE. 12. THE INSTALLATION WITH CONILDING T IS I CIR WINLLK ALL SHNTER COMPONENT EDGES w*KOHrrm TwoI M CONTINUOUS F `aC � t>�>Pit}i?} i i ' �S ! i � � ArA,. 9FPNAIFN ; { CONTACT- w1111 THE BUILDING id RR£VEti{ WINO/RAH INiRUSXAi. CAULx AND xrAt. SHUTTER TRACKS ALL AROUND FULL �S L y 1 1` Mm:. 1ZU53 - sa*mua" , I m 01a 1O am , ; I 3. SERIES IDDO IED FROM THE IS APPLICABLE TO SINGLE AND MOLE HUNG STYLE WINDOWS WHEN INSTALLATION 1S REQUIRED TO BE , r , PANEL LENGRI ' ' �'L Max' _ { ; { _ BHT is) { 13. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING I SEE IM7E , 11ELDW) I i' Elmo : ; PANEL IENGi11 ite sit ,q { UTlSiRNq tIF >tiQT ,e) " 1 d 1 PANEL LENCIiN : , (SEE NOTE I BtT.OWj I-- { { REGULATIONS PRM'IDED BY THE JUfUSON:t10N WHERE PERMIT S APPLIED TO. AAb. xPARAtux , , PANEL LENGTH t� SkTO QI.Aw Wf ; .. 4. SERIES 2QW I45TAtlATON TS APPLICABLE TO SINGLE AND DOUBLE FWMG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN �' L SEE E70StiI/D ta'"��"� t i _ to o,,ms ; _.__.__..� _ (SEE NOIEI 1 BELOW) i i ! -�__ ^.- :..-. ( N ItW) I PANEL LENGTl4 """' I PANEL LENGTH INSTALLATION 5 REOU4RED TO PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM MANOONiS AND DES. M. E - Z HANG STORM PANEL SYSTH:P^ 14 PYITENF pENOaJD. 3 GtAiS ,q N 1 1/4'9-?Wi'„ I 61 S7 ON ow ' + OA SLEET it) p r (SEE NOTE 1 SIN SreAT ta) t , f4'A-'„I' Ew , BELOW) 1 f4"r2oxt• I (SET' NOTE 1 BELOW) G.1 Oa ( S.S. U.S.. S.S. M.S. s 1 & ALL ALUMINUM EXTRUSIONS TO BE 5063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT P.EA.) PREPARED BY THIS ENGINEER IS GENERIC AYD DOES NOT PROVIDE C ! , 7/Flro x 3/32" { ' I 7 t x 3/ \ { i • gLASS j S.S. M.S. W/� {lil " i INFORMATION FOR A SITE SPECIFIC CT: i.e. WHERE THE SITE CONDITIONS DEARATE FROM THE P.EO. _ m a ,,;. , MNO NUi ' li^ ; `__-='-.� _:__•�... i IV.ur N1NF i 8. WI�9W1iNUF � ALL. ALUMINUM 5FIEEi METAL USED AT CLOSURES SHALL HAVE 31g5^H74 ALLOY. *A I f 7. ALL STEEL. SHEET METAL PANELS SCULL fWVE SMUCTURAL OVAL17Y STEEL. ASTM A-.653 GRADE SO Min, GALVANIZED STEEL INS PAOMXY BASED (NT THIS P.E.D- PROVIDED HE/SHE: DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON Q" Ittf46rOT wAI ON r .._, 1�-.__ _........ _, DESIGNATION W/Fy. SB:S wP :(AFTER AOLT.E�DJ. - THIS DOCUMENT. COM,"f�UCT1ON SAFETY AT SITE +s THE CONTRACYOR's `RESPDN568IUS'Y. C IE-._..._. + ItlN, THREADED 1 l L) ( PENETRARON AT & ALL SCREWS TO K STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (o) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED IWAUD I MODIFY. V MIaMD61 OF PLATE `i t ----. N { SOOTS W/ 50 Wt YIELD STRENGTH AND 90 IW TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. >✓ � I + (d) SITE $PECBIC F'ROJECT5 SHALL � PREPARED 51' A FLORIDA REGISTERED .ENGINEER ('S ARCHITECT WHICH WILL w a , 1 I j 9. HILTS TO ICE ASIM A-3(t7 ALVANFIFA STEEL. OR A Si 304 SEIRIES STAINLESS STEEL. WITH SB k9i MINIMUM YIELD STRENGTHi. BECOME THE Etk.TNEER OF R bRO (E.D.R.) FOR THE PROJECT AND WINO WILL BE RESPONSIBLE FOR THE PROPER {jF t• "'"" ; i Y i S. USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SFMLL I I 1 { 10. ANCHORS TD WAu SHIN. BE AS FOLLOWS: sUBM1R 70 THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. {{-- R i (A) TO Fx"cTlNre Po'aFo CYYn-tart. (A) THIS P.E.D. SHILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF _L---+ - 1/4"0 TMCON ANCHORS AS MANUFACTURED BY LT.W. BUILDDI. MC. (MIN. C-3192 p-L) RECORD THAT PREPARED Ir. 1/4h-2a:3/4'S.S. MIS. W/ ' i FA ' 1/4^ t K 7fe" CALK -IN ANCHOfr. AS MANUFACTURED BY OEWALT INC. (MIN. rc> aoW P..J.) I I CONT.�• i_7 •rx]/]2' RRAYt Nllf 3 ,/4h-20x3�4SS MS. Wf i i i IS- STORM PANEL MANUFACTURER'S LABEL SIW1 BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN 7 if , 3/32' MNG 7/B'rx]/Sa WMq NUT ; - i14-10 RANELMATE FEMALE HI & PANEI.MATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRt1CTi0N PRt1DUCT5. (Z/rt x 3/JY WHIO Ntn I 1 Ir I., [j .-_ I + ACCORDANCE WITH Y WITH SECTION 3 OF FLORIDA OF HE FLORIDACODE. ONE LABEL SHALL BE PLACED FOR iYERY OPENING. 1 j IR '' ir,WISR f ,2 1/2' O.C. 1 - It N NUT WASHER DT411kA) ' I 14 .t ,Ri erASNER O /2 1/r 0.0 () (rW390 P.&i.) TABEITTY6 TO COMPLY WITH SECTION 1709.9.2 of T1# FLODUROftIi CODE. 1 4ro tAPCON e I o.C. f i ' ( `! i 1 4'r tAlOaN O t• D.0 j i . I.} t 4"r TAPWH a 6' D.O. \ ; I I- ' '* TAPD N IT- - I ? I 1 1/ Y 4N. ikPEAOFD t - {�7/ay x a132" WIND NUT �i t i (7 r . 3/32' WING NUT &1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2• FOR PANELMATE 1 ` [ - i i I Pi3KT VOa AT I ___ H t ( rx4' Wo00 PP It { I WASHER O 5 1 2•x4• WOOD iE 1 - lye' FEMALE ro & PANELMATE PLUS. w/1 1 AqN. iNREADEO i f, , 1 2 MM, 7lWEV EO ✓ { . I ( i I OF vuTE 1 w REQU FEC /4' OA, p 0 WASHER • (tAYaN(1)/2 W,y// // �1 PENEIILATNN AT YW1Y107)1 PENETRAIMI/ AT ItlOWMTH , I . WOOD PA , ,µ' WOW PLATE t o t '( jf- 11 A2) MINIMUM EMBEDMENT OF 1/4•0 X 7/e' CALK -IN ANCHORS SHALL tS IS 7/8' INTO CONCRETE. NO EMBEDMENT INTO I OF PLATE i OF PLATE i j14-f0 PANELMATE N I j14-Io PANf1AN7E P ` a , R 1 p ANY FINISH MATERIAL SHALL BE PERMITTED. 12'4 WOW PLATE L..._� _ ��_ J wo00 PLATE 1 O 8 1/4' O.C. W/1 7 N! y F I� q 5 tf4. O.C. W/1 7 j7 . tWOIJIRED REQAIIIISC PEN47RA E s t ! PENEIWA7roN 1 t + t ] 1/4' 6-20 55 SIDEWALK BOLTS USED SHALL. i LONG ENOUGH(SNOULD ANY RNSN MATfftlil. EXIST) TO ENGAGE 3/4° MM. THREADED TION 1 , 1 . t MIN. TNR£AOEO I 1 } i INNf WALL MOUNTING INSTALLATION - AT MIDWIDTH OF PLANE F, ; .,, AT MICMOTH OF PLATE i (; INTO ANCHORS. SCALE 3/r.1" A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR 1 tv" •. 2 a REc l BCWt 3/B".1" LUAU �o•�rti.:4LwJl WALL II�QUJ'i o INSTALLATION FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHA1 SCALE 3fB".1" SCREE 37B"®(, N.NIArI fifflff�.ix� ♦ a,UVH"M(I NNA BE AS MENONED IN A15 AND M n,2y. `P A. T�LLp x,A4, tis�Sti C�Jrq (B) 2G Ex sTtN ..nwrrrPcK.L. NO.44167 ! Ny SCALE 3/B.e" Y •' GEM' i sr. k/B'rt"'*. CAN } •' * '':' FLORiDA BUILDING CODE '141 h Velocity NurrEcant, Zone FLORIDA BUILDING CODE NI h VelocityNUHr cons Zone 1. RN5TAlL1AMN5 ARE ONLY VALID FOR 81ALDOW WITH A.S.D. DES" LOADS �\} s FLORIDA BUILDING CODE (High Voloai Nurrlcano Zone # S _ 1/4" 6 TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUILDEOT, INC. UP TO +55.5. -72.0 PSF AND PA !S LENGTH UP TO 5'-B'. _ Lim ItiWOa. INC. i>t uD 44167 c2p29,ai ....W_ FP, - 1/4' P X 710' CALK -AN ANCHORS. AS MANUFACTURED BY DEWA.T INC. (f,_ISD0p:., ,r a3o20Rtaq Mo. F.P. ND. 4 * 20 GAGE GALVANIZED STEEL STORM PANEL Fr. _ : x 20 CAC£ GALVANIZED STEEL STORY PANEL q . ( w 20 WE GALVANIZED STEEL STORM PANEL 3. FOR NEW WOOD FRAME C.O4gTRUCRON: tYOOo MQIBFRS TO BE SOUTHERN = • m' I. INSTALLAT)ONB ARE ONLY VALID FOR BLNLDIIOW WITH A.B,d. DESION LOADS •k • YV x DAAIM It - j14-ID PANELMATE FEMALE ID AND PAMELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �t1 - MMM w, PINE ND. 2, W/ SPECIE; DENS" OF 055 OR EO AL- � iT ; l���t�-•-�PT�3 + * I PRODUCTS (rm-2074 pz.L) yN Z �' �` GLOBAL PROTECTION PRODUCTS, LLC. °' ° UP TO +555. -72.0 I5F AND PANELS LENOTN uv TDB-B'. - o j /► L PROTECTION PRODUCTS, I.I.C. °t •'., csq.m.. TALC: 2. FAR NEW WOOD fRAME CONSTRUCTION: WOW MEMBERS TO BE SOUTHERN -Q •. �1. C o ENO. BAL PROTECTION PRODUCTS. LLC. T >EicoEM�.vY Z� .Wa SW. t, S gEST T iL4M N°00aeaEs'n- a F. PIA€ . 2 wi saEraF7c DF]saTr of oss OR EDUAI s Ur GRID , ♦ cavANr DARE n w,4 �n 'rN(' • At ..a s. r. AR wr w wa n mr Plow 20-176 4 4C G +u. a,w a. �. Neu ,wua a+wt a am ngrt: I ..ke.-7aat. FAIc (.SaMtp-tT97 20-178 xx e. � la. aaA. ohms. n »,w HNkIF (.s4)g.->a15, om (as4).9.-aril 20-17G 01 S //f} rur IOTA m-,w . ti . (W.�tl-T44t. FA1h (WEStO-ef97 n S ''ff `• y. ♦1' .+.,.: a.I 9n-lme rL a wq.n-Iw �s ww ' SlV A� Nag .T-,ELT nAI ! R >r,r oPMWt. W[ riw.w - - Errs 9FiY/9RiHiMfJ6RE WN.TB1 A TAUT Ue P.E WATER A GAUT U, PE m u"W a '/YNIINI/l LI.NIO PE G-09997e9 b.s r. D�MtlN..z ri1Ni IN(. SR ./TASTE I¢ p-us py g�y(Ai1 /MiE G-U. It _ aeq pIN41 6,i1WB � r AOR A lUA U.. PE - e6T to (i a4 1 _ - - tw 916E a - - - ,r i1QT Yr a >e H COMPONENTSF SERIES (SCALE 1/2-1`J 15.198' (TOTAL WIFrFU -- -. tr---2.250` 2.99E"--•-•-1 Q,,. 12.500- (EFFMIM PIOTX)---- �2.250' 1. .CIS' 2.500• .075, t `�0 T7o- T7R, � 1 N�NEIj, . /' - 3.500" 2.244' i 2.500• 2,857- Qit STEEL. ? A25• i I 2 I 2.aoD' 2 4 ttP. `l A91u -ess R• I T` HEMMED I i • ;\ WAN 0 AMWUM DETAIL AJ { + + �y 0-90 ouv. r..R 1 I f , 48.6 , 5 tZS, ,�� + T _.--- ------.-._--- �? .21. ,..�( 1 .�k�1- 2.470`_ (DISTORM PANEL 1 L----z.47o•-..... _- 4 REVERSED " hM TRACK Q RE -VERSED *U* TRACK PANEL'S END U9`�''..z W/ H&WW EDGE j-•Y80'r- ) ��• � 5. ! �1 1 . I P i •p ISOMETRIC VIEW DETAIL A 2.0`DD' ems' I 2. ROUNDED CORNER O ENDS OF PANELS END UP W/ HEMMED EDGE. tom. 7,i0' I •_3 (N.T.S) ...') 2..._i / '7J" TRACK A.s 2"xS"f1(1,axjA1JM. ANGLE 1 t VIDE 6061 76 Alum. ALLOY N1H o p„7i�r F. a 750' .ems• {TIP•) y''.•''�CENS' •:'sF NG.44167 L #; [ = FLORIDA BUILDING CODE (High VelocityNU no Zone) F--3" Mox.� � e \&. ATE OF ;' 4 •n1ECLt Mc 20 GAGE GALVANIZED STEEL STORM PANEL WDRON . T3�.'''e STIED O7 3" x ALUM. ANGLE 8 P BAR f% GLOBAL PROTECTION PRODUCTS LLC. 07� �L$ (Mst_.7 O S�� {S/ IIVAL �L E C O ENe. " r9DE 11' LONG N" /IIIYENN % _ 19DOIC, ti STREET (99aNet-7S/3, rAx: (99,)BW-9)97 6063-T8 Alum. ALLOY . pNq p ,,9 ."� C - EL a 20-176 PE *A/SWkVW/RINSE. .r YMMIYv A.r rrr ,M oR.XINO.Na WAIL 11A-00P97fU..-i ». ,.M'.moll J /24 (SEE NV E E allaw) l4� 1'/24 'C 24 4 W/ OR W/o 0. 0 (SEE Nat 2 OWN) 2'/24 1' 24 4 ] ME Ion 3 01MUM 4 EAC SYS / 3' Max. / P .., r FOR caSExETE 5; AC WOOD SCE i• Min. colK.latE ANCHORS YR 3' Mali. t-3' SCHEDULE ON SNOT %w FSW WOW scaErl: S-e f---- �, SEE SECTORS ON SLEET se ;AS ATp A2!-'""�iSli suEaLAE Rti SHEET m "("""'I P ' ! 4x,' SINS,2 va" Y t/r Ew oF@7 eD X 1 0 11 1 10-M Tun (EOM PAIA) r DN ERMR UNDJ t•neRMe PNNEL} (MrER aR PA EEL) (� Tf SD 7 L" PAwT]J (9NTEA DR PANEL) (ENC PANEL) NINE 2. 4 eaAW t SEE A , i SEE NOTE a, ], , eELOt' { SEE tt01E 2,'�S'.�"#��.1,qW i t 1 T+ t� t I�1f `VP 1 1 1 1 I i• W H I PANSap� a 9a 1+s. W/ 4 e � M.S. T!1 •AS 32. wkIVAiYS 3 _> � 3 UP3 40• ._ Y _ 40 11 till Pox ' SEE NOTE , BEtDrR..-._ RqR 4VNCRETE ANINMRSR SEE BELOW ] N MMY B6 L-0CATm'r --�- ]Y----y----&.- __.rr..- (L1yP), i' rAA , aN .T 2m Else tan. rt7il Rl°DR°� h ,jr 1 Ilr( sEalMt>, cM SHEET a9 • ] OR®W/ i1R Wf0®,� • LAST PANEL (1) TO BE INSTALLED AT EAU( r OPENING �ALWAYS ESWAUED AT N w� TYPICAL ELEVATIQN FOR S OPENING SPWi N.WMS tE MKK'R7ED W/ REAR HANDLE 7q EYCR1tATE 9i9€N1ARON -Z HANGE STORM PANEL (1)94TEAWED TO BE MSTA ID iROMHANGPANEI IN IF IMEOF STRUCTURE. TO BE AlID FROM M91DE OF SIRUCNIIE. SYSTEM SAYE 31W . Y SAYE 3/Sr 1/4' WM DAP � 1/4- W. GAP i/4' NMm GAP 1/4' NA GAP...I I 1 OR03 w/ Go WM ©. 7Q SECTION A -A $ECTIQN - 3G'A(E 3/u` „ t' MDffS SOY€ vw . r WaNITI iN OF SERIES 100, E - 2 HANG STOBM PANEL SYSTEM CONSISTING OF PANEL + NOTES fA9nt AT Ai Borrow W/ ANANE MATE PLUS OR 15" LONG (1). jIETMmDN OP SERIETN 2DG0: E a F HAND STORM PANEL SYSTEM CONSISTING OF PANED + (2), END PANELS SHALL ALWAYS BE CONNECTED TO SBJ. WAN. BY MEANS OF Cant IMAGES TOP & PANEL SYSTEM PANELS' SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PANEL6AA7E5 ORS IF usEO Y W 15 LONq TRACK AT BOTTOM,END PAWLS (RJ SHALI Be PROVIDED AT TOP OF SUCtt PANELS, ME BE Ct9NNECTEO Tq Wf 14"t-2gw1/#.. S (3/32" YANG NUT DA I/4'/-2gn3,fl{�24MLfa. YF#UMBSCREW INTO T '9-;1 AS (3). NF END PANELS ARE CONNEOTED 7q BOTTOM TRACK. CONNEdTWN SHALL. CONSIST OF DESCPo8E0 ON MOTE (3) SE.IOW}. 9/#Y-2gxS/d" M.S. W/ 7/8'9x3//32" WY NUT dR 1 f4'RM3/4" M1n. THUMBSCREW 3 FOR EASES WHEN END PANELS ARE USE JMNR.Y W/ r5' LUNG AT INTO TAPED BOT7EIM TRACK. 31)CATiON £I FASTEAERS MAY BE AT EITHER OF TWO ()' giNt E� PAN" ARE NOT Cq@AC7ID TO BEfITCN1 TAACK2 STOP BAR EXTERIOR FIAT i1ANCES OF END PANES•` & SHALL 8E ND POND AT TOP OF SUCH PANELS. (4). IN CASE TINT END TTg�PANELS AT ARE NOT CONNECTEDS AL BOTTOM TRACK (L BE CONNECTED TO A STOP BAR BOTTOM TRACK (4). FOR INSTALLATIONS WHEN END PANELS AND SOME WWUOR PANELS ARE DIRECTLY USINGLSPEtS ,4k, TED AN #ORE W ABggE. M SUCH CASE, CONNECTION OF PANELS MOUNTED TO EXISTING SILL WALL. MEANS AANELMATES, ONE INTERWR PANEL TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. MAY BE USED JOINTLY Wl 1SU I BOTTOM AiTAUDAT BOTTOM TRACK TO WALL (5) SEE SECTION t', 3' & 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25. A, TWO PANELMATES FOLLOWING SIK7WAi NE ELEJA7IQN ANO W/ 3 i r MNI.NOT EDGE DibTANCED E, FOR 1H6INTERIOR PANEL. USW Y Wl DES .N"' 'p NT1 N SUCH THAT }MAT�ADM EM PANELS 7O • 2 �i6T & RXR(rMEANS' OF SR4L.PANEL)I)HHAVE ♦a♦j ttR1R OVERLAPS RETAINED BY. a`�1� �10ENS '• FLORIDA BUILDING CODE (N7 h Yaloc(fy Hu one Zone) _ � TATTOO, INC.: NO. 4 167 £ 20 GAGE GALVANIZED STEEL STORM PANEL � 91. =* SEA OF , cr Nc _ `_ _ __ __. PROTECTION PRODUCTS, IIG. e7fa/mw y � 't OT �L ECO Lye. DATE 4W0 S.W Si 9REET 7n O^ - •• AeA M, K aY. ,A+o.w aaea n mNe:. PNaIF: c994) 794�t, t)ea9-tl9t 20-176 AEA f1�a., ♦ lWw:aP%RfHi>m.RA�at�+NRq.UiW611 IaJY YYMAI M[ Yw.F .pF w: I+t+iINA�AI 1.�Tt�`-^•KArupENATE WY]EA k TRut ur. 1.E • ,I -I • _ no€r'b or as PANELINSTALLATION ­ INTO POURED CONCRETE OR CONCRETE LOCK mNC11EfE 0:0100TE INugNB - IA A '\' ,�y�� y� ..�-'g-- t9 (LACE Mccr I.R M6uC 4Y.S. 4: t.A. mIrNR7E \ 4 oBa. tt11,4ss ) M s :INS OY suui aq Dl I3e a cmnl�E S' aY wm Eq \ Iwr�12• a.G {,�, ® { �t ror�t[ �lLl1 I 4 anx ag N� ya A14,t' .Y8) � 1 Ya9 �tnOIQ d � v tOA a�Yf10.9 � 4 I .kffi]/,• � Bt ENp to YT I 5 1FoR yg ISEE SCHEDULE II(T-ORN . { . 1 aN S j 1 MEP SCHGO" ,.,y•mpN,. SEPARAiIW SOAEw It TO1 _ ""--- � Sn4DtttE I 1 TD allsa i {!'4'4-m,a 1 I* '• I W 1 mpprri� �p tilS4. ± O,WLIp py j 1 /e•Ax3 L� oN SIRii aLE I +/ L° 1X P � i Eml i To, MASS. 1 .W9? I 1 A I kYDtY wEleAr 1 1 6 N 1 ( S Pam{ t i 3 aML i S�eB Y 1 j '� r e+ � � INMr •, t0 � 1 i� I � 1 � N r 1 FouBo i { t 16 comamm c ' RFauAEn- -" +`''� :rlati- Yz. o�opwpa�,ErE'a -'f 1y1ya,_. fI ,/N'F- �y/a• - 1 47Y. M�Me q,j i I % )f i 9 • br' 31,' FEOAII:D # t t...; ApJ}T• 1 MnrN u,v- a/4" €c.Fa. ¢T_ .____ ._.,_ � a IWAReoc , ,r a. 1 itr xal,• 1 'u� AMtld4' KM 11ld mM T[ F 1. or (SCSI senmu9M979 f { >V r &Aq ", e� 6 i fa 0.G "D,q SIN maEf Rq WALL DT M_O;NTTNG INST.26) E" # : SECTION i Q E BUII R=W MOUNTING I=, SCALE 3/9.1' } g - SESeiiON 3 SECTION Ir h)itm}i� 1 m" SCALE 318.1' SCiLi Sf8.1' $ T$ unRNNq Iffi OF( °R MEt . a TOP FB {' A5 Nu 4 g a N/m + g v ® VIA= OR AT 8�I1DY. rtla:9 alO j= M ISm 1T WSTAULK!" TYPE al wal, Z], l✓�$ y$ �CENSF NO.44167 Y l 4 0 tap a sorm Etas aw YE FLORIDA BUILDING CODE !iI Vdoc Nu Gone Zone) l IN ANY UNIT TO VAT ANf FP. xlsaclua . q � TATEm INC. 20 GAGE GALVANIZED STEEL STORM PANEL DA9H er =--i D7MALE Ilr I, view x °k y EC GLOBAL PROTECTION PRODUCTSe LLC, 1 wz i.rrOINC. TWO SW, St EFFECTw.�pa.. NnA +NAM n new Plla+e US4NMF7.45. EAle�te.4hA■-9a97 20-176 P.E 9PAL/81aNAI l`#-91'A9419 fl IIMY.w a,N a xM aWWIOw: WUEA A U.. PS W 1T-HA Ar - ttELT M a g L �(D V) CIO 0 cz O CL W LLJ = Q Z Z Q ^J {.L SHEET NO. S H 1.2 I i9 --11 i [.: [' it ill GPI E in'ii-. I � i � 1 I I 4 �TiII rl _ - .r r kTI ., : }.^I.. . : _ I ,W.. :, a:,r . .iY _ .i X,Ltl I. W'Nlx ,NF+ 4 +;+ II+;R 1: a,,. ,d p�WgUNtaMIM ASD. M; MIN&TO mr- � m RAFRP•XI (5E'f OON�OTDN +66.D, -753 70. __ LESS 2 B/i6' WILLED . i' 3' 116 . 2'W 'IP k 311f +BBD - 3 75. 70. OR LESS 2 7/8• BOLTED • 4' k 4'W • ;Lro R/ , #'F-2DN3 4 S.S. M.S. At W RIGNUT AT OVERLAP k 40R OF PANEL LENGTH MPA$OED of PANEL W. - ..M , .tl. r. 4A, I,.I . _ L.h.F ,1 + w•• ,L :NI .;+N., .:ql esi 1 tlt :, 9- L U. L.; x T .:1 :.. al .. M 1.. i AS.AXIMUM DESIGN P PRESSURE NG -C MAXIMUM ANCHORS SPACING FOR E D. - 3 1/2' - APPLICABLE TD SECTIONS;/ k ANY COMBINATION MAX" PANEL LOW" 1• (h) TN�ONS CALK -IN to FEMALE PANELMNTE i'LL1S To CONCRETE TO CONCRETE TO CONCRETE 70 CONCRETE ro CONCRETE TO CONCRETE BLOCK m LKNCPELE BLOCK 12" N/A 12' N/A 12' N/A 12L N/A 1' k 2' (TOP) 11" 3•* IO" 3• S' 4" 5` 4' 1 BOTTOM) 12' 3' 12" 5• 8• B• 8" 8" :,� 1 &o U).+ 88.0. -75.3 N/A N/A N/A N/A N/A N/A 12 1/2" 11" 2' (BOTTOM) 70" OR LESS 7• N/A 6 1/2• N/A 4 1/2" N/A 4 1/2" N/A 3' (TOP) 12" N/A 12' N/A 9 1/2" N/A 9 1/2• N/A 3' (BOTTOM) 12' N/A 12• N/A 12' N/A 12- N/A 4' (TOP) 12' $• 12" 9 1/2' 1 12- 1 11• 1 12" 1t" 4' (BOTTOM) AN UNITED TO BLO pxt, AS.D. DESIGN PRESSURE RATING. ASEE SHEET 28 FOR ANCHORS TYPE k SAACHS FOR INSTALLATIONS INTO WOOD FMYE RKDM MINIMUM ANCHOR SPACINGS AM MNIMUM ON OSANCE ALE INDICATED ON TX15 SCHEDULE- FOR E.O. LASS THAN INDICATED, ICATED, 04 SCHEDULE ROUCE ANCHOR SPACING BY APTIPLYF¢BPACSPACING ONESE THEROI FACTORSFOR THIS OPERATION TO MI POSSIBLE, REDUCED SPACING AED USING FACTOR SHMA NOT BE LESS THAN MINIMUM SIPACNG WEAFO FOR EACH ANCHOR TYPE AT ANCHORS 1fD01d. ANCHOR T" 1/4'. 1/4'. 1 i/4.0 1/4'0 1FPCpP PAID M1rt WN-N mlA m mpI BPMmis (AMU 3 J M"onAI0 Ci,1.- In,) %A 000 h.;WeM EINA Pa 3 3 3 3 3 3 1/2 1 3 1/2 1 4 AM& ELM PIR MOM Nam t , -AS - _ - 2 t - - - 3e T 18e - t5a .N I •t• RECLANES U.. DISTANCE BETWEEN 8=041 OF PANEL I t/2- No (1) 10 BE: t/2' Mom I ++ NECKHE"S Mat. OMAN" BETWEEN BOTTOM OF PANEL i AND ® TO BE,- 3/t4r I 3/16- fAa,:. COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-11 r e...__...-­15.125' MAL WIDTH)--- -i 2_.Iw-- I nB3` 12.SW' (EFFECOVE WIDTH)•-..._...-.. --t � 1/4"H2O.V � �.._____ __ F_ i - -+..750• T-^ B.S. STD RRFTED 1 {�,,.,.�..�_..-._.6 1/0 ".)--` 1 .37a=. E .126• I TO ANGLE ANGLE B1 1III- 11 ,yW _ 1.35D' 1 ,.--,•+- 1.350'_ ^ I\7.900- y 7.2ffi0• 00• i .188'^-4+ .088i0. fI{%j' LWMY BE RtAERSEO) .250 ! j jb I 3.s11 .DBtl•. 1 • .o .- 1r aO24' MIW THICK ""� >' {..^� !-[L,<MMED GALVANIZED Sim ! 084' 1.671' \� ,_ t EDGE ASnI AS53 TYP. I E .OH#'. I i.415" SEE .zW2.WWWW0000 F GRADE SO MINIMUM i �--DETAIL A C-60 ONLY. 46 EDGE ?_ 2?. I :: .484'� I'-1'SW`."{ (iYP.) "`(TYP.) --- - - --DETAIL L-, A---- QQ STORM PANEL L_, - -- --- -,- PANELS SHWA BE INSTALLED ALWAYS 2.387�_ I FROM LEFT TO RICK W/ 1/2- LEG AT END AT LEST SIDE OF PANEL 0 'H` HEADER 0 'r TRACK (4) ANGLE WITH STUD FA6E aD24•(Min.) -_a.P i'll- I_ PAFLiS ED IF m. w% HElwmGE`., 3s.GALV2 ' tG.OS. { _� .k R.11= r. ,MV - ! 133m270r^ 11-1 ! r tsu625 pp� __.i 0,375• 0.250.0 .250• V - L_ - 2591'----«, HnWE� .- l / I 0.625" 1--V 11 I ��-0627OP I 11 -_`2250'.." j ' ' ISOMETRIC VIEW DETAIL A �i3�'{ - � :27D'i P-ANNs 13 OR 9�J I._ ' L ROUNOW CORNER 0 ENDS OF PANEL'S I. �„ .... f Ems EDGE DG I...._ ' UP HEMMED .1 END U. _.....0:@25 2S I! �2.375•_.----1 (N.T.S) .57_5'. ----- .,.,,,,�= TYP, SOTMM I S. EGOE OF PANEL I 2 {- �,�'-�Yj� 'I 3.7$0• .a7z• �.D9t• ,` .067'-.14}�-�_��_�� �.75,0" aKE n,' M .W�uLD•r� (6 KEY HOLE AT PANEL-n.-"i__ i 1 ' I 2 1i t�•i.-^' .SEE SHEET a FOR ADDITIONAL -',•y5„^-..- .8I3- LIMITATIONS IF SLEEVE LENGTH IS t is I ! .041' „> 125' Lr ONLY VALID FOR INSTALLATIONS INTO 1�, �5, O SuLEE�iEF �N r- -iTYP) K.Ilr . YIOW STRUCTURES. ID06L..YfafiYFJ1 ' N ,v3 2.GDG i 2ooG ! 3.7; 2.(bG' R mom+ ,2r ----2.548'-•= L e-.11 B (TYP.) 050-r 1 .750 'Hit "U' O7 REV. HEADER Q HEADER ) I _ I--�- ^-1" MIN. TO SL Mmc (% SLEEVE 1'..M & I ------ i ulcer 10 N 11 "'L ��eX HANGER 61e1N 37a s.WQ-: ;EL ay.\\ pFFT, .%, $}#1�#f4 WIDE1 .,__w_.I I,,..__._._..__ ,ISO' +..--_..- '. .082, Spa` . ,•+.,•" „'/%w (USE ONLY FOR E-Z NANO STORM PANEL .3„' _�656' I .470T ,»i 275' .- HE si" " • Vi'E} '�' •'•• SYSTEM) EtQ63-TO ALUM, ALLOY pjF -^.- ._._ S ,.5�I. 2, P ,P I.f D f _..,. • x :. i'�D.44167 ; ' FLORIDA BUILDING CODE. Hon HI h Wtoc Hu tons ZGna ,... + O MIN. 0 OMto 1aW:Yn. NC. r.P. KP. it, It- .71. 08/• ,1 \�L L _ 24 GAGE GALVANIZED STEEL STORM PANEL III m: t # �'d�•., STATE aF I (TYP=) � �5EE SECTIONS- ...L p F ¢T/2T19G2D -2000•-� ` MIN. � L1t� 4, 1�1� O IMe. GLOBALPROTECTION PRODUCTS, LL.C. rm 2L AA 4850 S.Y. 51 STREET � - Q�f A - RNNLVH'A` girl`.. Pem m rm t+�XW�+ noma RHO (u )� 750 I-- M4)M-FM 20-175 1�3 BUILD -OUT 'Fit ([: BUILD -OUT T" TRACK d dt +� WASHERED WINGNUT / • "+ +'- me WP TRACK ANGLE (ZAMAC 3 ALLOY) P.E seg4vmvmmmlwE WNTOR A. T'4°.., P£ roWa nomot1 MEET 2 Of IS INSTALLATION I 0 .- A INTO EXISTING WQQD STRUCTURES t/4•r LAG SCREWS a I- D.C. W/ I i/,•r LND SCREWS 0 S' O.C. W/ 1 1/2" MITI. TFW ADD PE.)rmTmN TO E)MNG WOOD HEADER, t N 22 0 1/4'0 LAG SCREWS C S• O.G. W/ 1/2' M 7t0NFAOEO P£XE7RATi4N I 70 EXISTING WOW RENDER. I1, / I CPPL /t449' sAH.5. t FLAT OR ON EDGE t 1/2` m-, Yl�tdED 'TRATiom m IXt3TXN6 WOOD E}EADfA .. 4 tk.H. it4xt' S.MS O FA ENO � ® �'� a f e FA Elm OFQ �J. - \ / tf il#'1-24�x3f4" M.S 6 c«R W.d 716`x3f3F Kti3 1AH' 4i ,Y 4.C. / 6 11/h\ H/1� s (� i 1\1 C ` /4 / t, L T as {AD SCREWS 9. O.C. Wf ! $ 4 Cw,L f14x1` S.MS 'i O EiEI l DETAIL I4 k (N6'Ri 20%V __f- 1 HEAD WS. Y/i�fx3/9,2• E TDI/�� 71i PENPeRiTgN CF \ EA. I SELSEE t". EVERY } (1Y.,,) _r. DETAIL t/24 k i5 t i WOW.Hf6N1ER I 1 WEQL'XHEO - JJt6• �,�. POP RAtT (6rYP H O RV , 1 7. rarN. 4 can. ;rt4Xr sxs. , EA END or � SEE 9ERAI..1/24 k NOTE tA.. I L t I 3 ! k � " j ____0_ WOO HEADER AEtlUHTLD ` 2 /AAA 1 4•+-2Ox3/'#` To 1W/7ASPwi/s2' f4ERYNUFpVERLAP yyEVERY 2 0 t6' Mln. I 1/#`P-/2Oxada• i1 0 I MISS. aa3 J2" I W I OVERLAP yflg4ro-2{M.4/a- WuANMt N,ftS 9W I ix Q.G 1 I - 2 7/4` Ntn 5. 1. &f _._ _ I i to 4s' W/4- •- ,! TO MASISI ; 1A4•A-^uDx3(4' M-SOREW�tY/ 41 I --R1 2SEPARAIKN 3/ �W/NS FAIT O/ 5 j TO GLASS. I EVERY OVERLAP I EVERY OVERLAP � 1 � 1 �gS r i i H . R $� ME�, g -.Ta l I ' $ M wi ` -)4 jb_.;_1F ` 1/4,4J'2 M.9. , $ N d s! 3 GAR. ; iF ,.r`�... ( I. w I/ a 1 i - IS WHO. O, a t 2' 0.a (2'.r M-)� _j 1 tt r' I -1 3 j! ] \ 1 0 I 4•r- #" MLA Ly/ I 14"0 PANE1MAt'E FEIW\LE - �3,i $ .1a ) o , 1 /B^ NUT "' '� fW. 1 4 t PANELWIE PWS W i / COL s t "'_ �P t//#'0..2ik3,�'4' NS - 1 itt 4"0 Ua 9 NNOTE WD�O SC% 0./ 7f/ya" 45n. THREADED ('ENERRATX1N0 12 1/2- D.a 1 ^-� . > ') I W/ 7d8'0 1_ 1. M. wnICI' lkdd t # 4�2FAI , tT I/1 . I 2 MOt RBENCED PN+Et IOW } SERIF$ (2p.2'x,' PLATE RSOLFRtEO MY' CNR ON DIOE r,,,� t 4'W- I. 2/ ,NUT" t r- 9.2 NOtt ,A. 4... 2 1 10 fMNFLMATE W ) PI,ID HEW. fA. NOTE MAY) t4"1F-. 4°W 2DAJ .S. W 7 ' $ M3 32' d L.� )J / ,"$ / 100 PFnCTRA'RDN * 12/e �. 1 C.m FI3Y a T2' O,O, }' WWD(21ILAIE REWIRED i I&AUWING a`t`++rr rrXX�F1i• .t,xW E G-2' W 1/4"0 GAS SCREWS a B' O.C. W/ i 1/4"r SGEW'S e C O,C, Wjj 1 4/2' MITI. TNR"DED PdNE1WATgN MI,a (2 2'x.` 1 1/2• Mm, THREADED 7+ENETRATImU M OR DN CBef LtE.161I SO" 1/4' I '0 Min. 2.4' HOOD �. Otiff RED OF R 4V E ®MmiYmIH i8 PRATE PLATE IRFALNREO FIAT STALE 1/4`-1" 1 FLOOR Tt`) (ALIT ILNG ►10 NTiN T�/� I.BNSTALLARON'S ARE ONLY VA D FOR BUILDINGS WITH MAD. (':d LOADS UP m +66-0. -I" LIEF AND PANEL'S LENGTH UP m 5'-10•. INSTALLATION W sttit1i1JF1FtHHN!) �. TIVE FF T}*f:ii �� (�j SCALE 1 �"W SCALE t/4"-1' 2 FOR NEW WOW FRAME CORSTRUCOOK WOW MEMBERS TO BE SOUTHERN P@ff ft. 2 W/ SPECIFIC DENSITY OF 0.55 OR EOIAL. aw ♦l�•��i;..: • SCALE .� Q J \,p •, 1/4-='. - - 1 FLORIDA BUILDING CODE HI h Vetoci IN ' am Zane "- SEE % A07t5 MDR OF OP &R (� NIT TO? AS WELL. - `t * = No. 4 ' * m S ° > 20 GAGE GALVANIZED STEEL STORM PANEL �, B,A,EH. N m XONLIB -# AT W1YOM. DN taSD DW U$7A UTAYN TAPE W BEET 2Y tX1M 5xw WIND - � ".l% SClA OF =.; &().., '0I,-.• ,t {] �y 1L E C V ti1C. ....>_�DRAWN LABAL PROTECTION LLC. ITn./sntD am' unsY Fmk' P,.s..x,.,.. TOP k BOTTOM CAN BE GONSUO IN ANY .0 '_..+, ..-N.5 do D 1/4'iO. i==OmL rYl! Om '+! Tyi� I. / { � k tiMGmXEE1NNG NY Ax+ , ei iF, waN�,4eMm4 rt ttf¢e iM+ LagN.`4t-+ @w3 aT-}nv NStNI L . 8tWELT OAYi'. ft. J33t4 PwpiE: (964)FMB-730, FAG: (➢64i665^SYPr 2i"^'t7$ WAY m 519T AA'Y XNSTAd LARW1, St`NE I/4" .x I• AAFti71 llAi A.t $G4,p9aW.TimlF;/ON1E .- .4.i�49 ab, • aR a4r ,C,.t ; iNMWX# RED NOTE t S1unm TRACKS HOT SHOWY! FOR ,i,'ITT` WALFER A Jn. P2. . .. a atWBr UA OF 2e MAXIMUM PANEL LENGTH "L+" OR "L-" (it.) D MAXIMUM A.S.O. DESIGN PRESSURE RATING (P.-O (+ W -).. CONCRETE k WD00 OWNLAMNS t L4 I 4- 2a0 12'-0' 11=0' 250 12'-4• F f 1-0* 3a0 f r-8• 10'-9' 3S0 r0•-TO" 10--0" 4aO la'-F• 9'-0• 45.0 9-6' 1-1. Sao 9'-11 A'-4- Sao 9•-r 41-01 Sao a=3' 7'--7- 65.0 81-01 r-4• 70.0 7-8" Y-0• 7aO 7•-3., 6•-10' 40.0 1". C-r no 7'-0' 6•-5, tD ,r:9' 6-2' 96.0 6'-9' 61-0" FOOD a-5- 5'-N' r0k4.0 6'-3' 3'-9' flag - 6•-7' 1lAo - 5-8' f19.6 5' -3' END MRTN 'CRACKS 4UZ t If2 0 D.M.. . Q{RECT MIERINTL'D AT EACH ENO'• (/�� ,@1 �J MAXIMUM PANEL LENGTH "L+" OR "L-" (it.) a U"UM ASA. OJESION PRESSURE PASSED 4,4.0 (+ W -) CONCRETE k WOOD MNSTAUATK)NS t L+ I L- 20.0 14•-4• 1 ?3, .1 210 121-F0- 1 tt-7- , .0-. FT•-4, 1 Ta•-71 J10 101-10• 8-,- 4a0 a'-e• 9'-2" 410 51-1" 6'-7- solo er-7* 8'-27 55.0 8'-0' 7'-9• ADD 8'-01 1-1. O&O 7'-O* 7'-3• m0 r-S. O=TT" 73.0 7' 2' F::; Ba0 7'-0• S'-5' 99.0 1". 6'-3' 9b.O 6=-9- 6'-f- 95.0 E-r 5'-10-.. loan 6'-;F' 3'-7' T F0.0 - I e-1. t FSQ 1 - 1 4'-10- 1194 4'-6" MINIMUM SEPARATION 70 CLASS SCHEDULE MS.A)UMUM , PAN(In) WED SPEED 4 170 m.p.h WIND SPEED > t70 m.p.h UNRESTRAINEDRESTRAINED �RESTRAINED 30 OR LESS 1' 1" 6` I 6 1/4- >33 10 90 1' I. 7 1/2• 7 i/2' >BO m t4s 1' i" 7 1/2" 7 1/2' a145 TO IM4 I' I. - 7 1/2' NININ1114 PANEL. LEM=14 AM FOR A GIVEN MOUNTING CONDITION 80TTOM MOUNDS tEi DEA HEADER STUD ANGLE TRACK ANGLE W CRLOMlgR9 -. DIRECT MOUNT AV 1. mr W W 1. SO. 4 T.5'XI.5' STUD ANGLE 1. 32 32. 32• 4z` 38' 38' E "F' TR4 XN 55' 32" 3r 4r 1. 1. 1- 1 TRACK 7 N CLOSURES ARGUE 6O' 32' 32" �• BO' 56' 11 1 UIaLD Ott SD 1 32 32' 1 38' !I' I SrW. 2/4 F MAX ANCHORS (SEE SCHEDULE ON ' mN. ..- SHEETS B. 10 *11) 6 0 T-1`'1-r' r-T--I-r--r7--7-r--T-T 1/4, 3/4. 4/5, 5/5 A 5/5 1 W/6, 2W/6, 3W/7 & 4W/7 14�__ I H+ - - / 1&�,�­_11-11-d* ;.I UNBOLTED PANELS r BOLTED PANELS W/ 2 40-20xt` (ASE ) AS " /� j /] -_- _4_i _I I I - -1 - _.. 1 (SEE MSECTIOS AS - _ _J_ i__1.�, _ n� __.T__�__ _ _ ._ _ L_.1-L1._1L I I, D.M.. 3 , , - . _ / - - - __3 -4- - - - _ _ I 0 0 0 0 @OFq L_'3. MIX,,,, 3` WX 1 MDR: 1/4. 3/4. 4/6. 5/5 g 6/5 Iw MIN: I 2/4 1 W/C 2W/6. 3W/ i dE 4W/7 I..,,__-_ ANCHORS (SEE SCHEDULE ON SHEETS A 10 Alll --._..._.._._......: REGULAR STORM MNEL (D ELEVATION ,t4Am, GAP 2.68r H.T.S, IN W OVERLAP -i WHIXE WYLEYj i j - tLi SECTION A -A IT "R N.TS. NOft4 a(,) L+: MAXIMUM ALLOWABLE PANEL. LOOM FOR A GAIN POSITIVE ASa DESIGN LOAD. L--: HAUL ALLO qKr PANEL LOOM FOR A GIVEN NEGATIVE A5.0. DESIGN LOW. CZ) PROCEOIRE TO MONK M\Xm um PANS. L.ENbnt GIVEN A PEE USA. DESIGN LOAD. DETERMINE MAXRBIN PANEL LENGTH 1+' FROM SCHEDULE. GIVEN A NEGATIVE USA. OESGN 1A11D, OEIERMNE MAXIMUM PAtEM L431G7t1 1-' FROM SCFEON1tE F'WIN. MAXIMUM UM ALLOWABLE PAEI. LEFDTN E EOM(. m THE I DETEA1LpNED PANEL LEND( BETWEEN IW AND ,L-"- (4 SEE SCHEDULE BELOW FOR MIN. PANEL LFIWAH FOR POROSITY QUALIFICATION. 'T tNSTALLATNNIS INTO WOW ARE LIMITED TO 196 Pm•f. MAX ASD, DESIGN PRESSURE RATING t\ As : B. 10 it 11 FOR MWX. ADD. DESIOhI LOADS k MAX• PANEL Li40" FOR �i• • .! SPACER IS USED, a .. S '•> FLORIDA BUILDING CODE Non High Volov Hu Cane Zone * D. 44 9T}7 gORAAN *me TRIM 04, 24 GAGE GALVANIZED STEEL STORM( PANEL '� GLOBAL PROTECTION PRODUCTS, U.C. °' SUM, ° a ATE OF * - I L E C O I14e. CI. ., OP10 .••'•((r� ' �0> 4GIOD SA'. 61 WIIEET DW,c ti 333i4 Rt ,.. Xaki Ma RWrM arnan. n ae,a 20--175 RAJ._ l\ / %{F 6i_�y v... , Pm0 m-nnm . as , &m1 o,-,. «.r er.0r.- MOM (9BNpBa-1sNa, Fitt 004*"M � •, � - - .,- a mm Mx -4-0 N (f) Ca ,a) ­- U O� .� L- C N Q 0 O �,, , SMMtl . eA,n¢i = CCS 0- /1 . 1. STORM' PANEL SHOWN ON TINS PROE41G1' EVALLiATtGN DOCUMENT PLO) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE (C) TO slgDyp WDrst FuIN, i x•'r� u*,^ c . O sx„ �(kN 1: }��� .6� QD W ( - T/a'! TAPCON ANCHORS, AS MANUFACTURED BY H.T.W. BUILDER. INC •VI U .4.,d (n +-A WITH THE 2020 (7th EDITION) OF THE FLORIDA BOLDING CODE, THIS STORM PANEL SHALL NOT BE INSTALLS AT HIGH - /14-10 PANELMATE FEMALE FD AND PANELAWE PLUS ANCHOR". AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. � "'^ VELOCITY HURRICANE ZONES (MIAMI-DARE / $RDWARD COUNTIES). - t/4.0 LAG SCREWS PER N.D.S. ^+ V, DESIGN WAND LOADS ^.,HALL LE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED COt2E. FOR A BASC WIND - 7/16'0 x 5/8' WOOD BUSHND, AS DISTRIBUTED BY ALL POINT SCREW, BOLT k SPECIALTY CO. W U A F SPEED A5 REQUIRED BY THE ,tURffiDiCTKkJ WHERE 5T0RkC PANEL WILL � INSTALLED. AND FOR pBtEGTONAILTY ACTOR KO-0.85, USING ASCE 7-76 AND SHALL NO EXCEED THE MAXIMUM (ASD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2• AND 2- FOR ELCO PANELMATE PLUS O /'1� 3. 9 THRLI 12 k 17. i& AND PANELUALE FEMALE ID.- O O .O V! IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LEADS DETERMINED PER ASCE 1-16 SK411 BE FIRST REDUCED TO AS:D, DESIGN PRESSURE RAYING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAIL (A.S.D.) C.2) MINIMUM THREAD® PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 111r- NO THREADED ^ 0-= _ DESIGN PRESSURE RATINGS INDICATED ON SHEETS 1 9 THRU 12 k 17, 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. Yam. O WI IN OR" TO VERIFY THAT ANCHORS ON THIS P.E.O. AS TESTED WERE ROT OVER STRESSED. A 33X INCREASE IN ALLOWABLE STRESS FOR NO LOAM WAS = USED IN THEIR ANALYST. FASTENERS SPACING TO WOOD I4AS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOW SHALL BE AS INDICATED 94 THIS CRAVING = -- ACCORDANCE WITH N.D.S. 2015 Co O `� Co STORM PANEL'S ADEQUACY FOR IMPACT AND WID RE ANEE HAS BEEN VERIFIED IN ACCORDANCE WITH. SECT" 1609.11 OF CA) MINIMUM PFN1iTRATNMN OF WOOD BUSHING SHALL BE 5/a', 1/4. 0-20 SCREWS USED SHALL BE i 1/2- LONG MINIMUM � O > THE ABOVE MENTIONED CODE AS PER AMEMOW TEST LAS OF SOUTH FLORIDA REPORTS }10814.DI-0W AND jO219,02-09. AS SHOULD STUCCO EXTSF. AND 1• MINIMUM FOR WALLS WITH NO STUCCO. U) O 0 E PER SSTO 12-89 k A5T1A E 33W02 STANDARDS, AND AMIBi9CAN TESTING lA8 SOUTH FLtWaOa REPORT jtf23.01-10 AS PER G5) IN CASE THAT FPECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BDARAS FOUND ON THE EXISTING •� �F' TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1$O4 OF THE N L �{/ t✓ FLORIDA BUILDING CODE. WALL. ANCHORS SHALL � LORD ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ♦ A -2 ANCHORAGE SHALL. BE AS MENTIONED 1N. C.1), C.2) k C.4) /V_�J � O Cu Q 2. ALL ALUMINUM EXTRUSIONS TO BE SOW--TS ALLOY AND TEMPER (UNLESS OTHERWISE NOTED). SEE SHEET 2 (D) ANCHORS SHALL BE INSTALLED FOULOWAG ALL OF THE RECOMMENDATIONS AND SPECIRCATIONS OF THE ANCHOR'S MANUFACTURER, i /M '- ^-4 cl 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES 1.T1ALI. HAVE 3106-H94 ALLOY. 8.. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS 'SHOWN ,NR SECTION 1 THROUGH 8 (SHEETS 4 � -0 . - V ) 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEER., ASIM A -SW GRADE 80 MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® k(D SHALL NOT BE USED. STEEL DESIGNATION W/FY- SZ2 Mai WItR ROLLED), 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE, WHERE SHUTTER IS TO BE S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON SIM AS PER DIN ATTACHED TO INSURE PROPER ANOIHOPAGE.. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK ON WOOD FRAME 004 58 W/ 50 "I YIELD STRENGTH AND BO Rai TENSiE STRENGTH AND SHAD. COMPLY W/ FLORIDA BUILDING CODE SECTION BUILDINGS. 2411-13.4. 10. EACH REGULAR STORM, PANEL WK•H LENGTHS OVER 90'. AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATACS tW 3W k 4W ON SHEETS 4• S. 6 k 7 RESPECTNELY; SHALL tNA1 A LEGIBLE AND READILY Vi51Bl£ MATING LNSTRUC,7114 OWNER OR TENIA NT TO 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR A6N 304 SERIES STAINLESS STEEL. WITH 36 Wi MINIMUM YIELD STRENGTH, SECURE PANELS WITH APPLKABEE t1f8Nrr�RCEMENT DOING PERM OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS'. 11, THE INSTALLATION CONTRACTOR IS TO SEAL/CAUL( ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT V917H THE BOLTING TO PREVENT W'84D/BARN LtiRi/SMN. (A) _ EXt-0 TA CON ANCHORS AS '. 1/4'v TAPCQN ANCHORS AS MANUFACTURED BY kT.W. 8UILDEX, INC. (Min. r4-SiB2 R-A•1.) i2. STORM PANS. INSTALLATION 94ALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REC-ULA31ONS 0! - 114' It x 7/8' CALK-8R ANCHORS. AS MANUFACTURED BY DEWALT INC. PROVIDED BY THE JURIS(NCTXMN 'UTTER PERMIT IS APPLIED TO. - 1/4•m x 3/4" POLIO -SET ANCHORS. AS U`LSTTIiAITEO BY A13, PONE SCREW, BOLT k SPECIALTY CO. 13, (a) THIS PRODUCT EVALUATION OOOUMENT (PLEA.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION MITI. r<-3Wo .a.i. t ) P FOR A SITE SPECIFIC F'RQHECit L0. WHERE THE SITE CONDITIONS DEVIATE FROM THE RED. - 14-10 P T R i£ PLUS AN AS MANUFACTURED B7 {1CD CONSTRUCTION PRODUCTS. ANELMA E FIDYLE 0 k ANNELMA CHORE. ACMRED - 1/4'0 ZAMAC NALiN ANCHORS. AS MANUFACTURED BY DEWALL INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT At) MINIMUM EMBEDMENT OF 7APCON ANCHORS INTO POURED CONCRETE SHALT. BE t 3/4"; 2' FOR E1.CQ PANELMATE AIM BUSSED ON THIS PE.D PROVIDED HE/SHE ODES NOT DEVIATE FROM THE CONDITIONS £'£7ACEQ OH THIS OOCWMENT, 1 3/4' FOR ZAMAC MUN ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRPDTI7R'S RESPONSIBILITY. A2} CALK -IN k SOLID -SET ANCHORS STALL BE EAHBLWED 7/8^ "TO THE POURED CONCRETE. NO EM!>£OMENT INTO (<) THIS PRODUCT EVALUATION DOCUMENT WILL 8E CONSIDERED WAUD IF MODIFIED. 4 STUCCO SHAG. BE .PERMITTED. 1/4' 10-20 SCREWS USED SHALL HE 1 1/2' LONG MINIMUM SHOULD STUCCO EXRS4, (d) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND t' MINIMUM FOR WALLS WITH NO STUCCO, AND MAT BE HEADED SCREWS OR ALL YHREA,OED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.)j FOR THE PROJECT AND WHD WELL BE RESPONSIBLE FOR ItdE BUT WITH WING NUTS. PROPER USE OF THE P.E.O. ENGINEER O' RECOm, ACTO1ti AS A DELEGATED ENGINEER TO I E RED. ENGINEER; SHALL SUBMIT TO THIS LATTER THE SIM SPECIFIC DRAWINGS FOR fW*-Vt- A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 0000 SUCH PANELS. W THIS PS M SHALL WAR THE OATS AND ORIONAL SEAL ANT} SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN ILI) AND IN A.2). ENGINEER 6F RECORD THAT PREPARED IT. (a) TD EXISTINQ CEMaCRF7F„ , YftRtj (yzTH C-90; IA. SHUTTER MANUFACTIRER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I, T. W. RLILDEX. INC. PANEL SHUTTER IN ACCORDANCE AM SECTION 1709.9.2 OF FLORIDA BOLDING CODE. ONE LABEL - 1/4' 0 N 7/8' CALK-M ANCHORS, AS MANUFACTURED BY OEWALT, INC. SHALL BE PLACED FOR EVERY OPENING. L49WNG M COMPLY WITH SECTION 17D9.9.3 OF THE - 1/4.0 X 3/4' SWID-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT k SPECIALTY CO. FLORIDA BUILDING CODE. - /14-10 PANELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELOO CONSTRUCTION P llljjf}f - 1/4. 0 MANG HARM ANCHORS. AS MANUFACTURED BY OEWALT. INC. ; �.....:..,, '? B.I) MINIMUM EMBEDMENT OF TN'CON ANCHOR, ELCD PANELMATES AND ZAMAC NAIIN ANCHOR, INTO THE L�CENS ✓,➢ FLORIDA BUILDING CODE Hen High YelGtclt Hu cone Zans BLOCK UNIT SHALL BE 1 1/4'. i - 9.2) CALK -IN k SOLID -SET ANCHORS SHALL. BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. NO - •A4104`I 67 :1 02�0 L4R ' INC. 24 GAGE GALVANIZED 5TF:£L STORM PANEL,. OAAHH f STUCCO SHALL BE PERMITTED. 1/4" 0-•20 SCREWS USED SHAD. BE I Ilr LONG MINIMUM SHOULD EXIST. * AND r MINIMUM FOR WALE WTH NO mGCQ. STATE -} PRDTECTtOH PRODUCTS, L[.C. °J�OWO . ILT IE o 83) W CASE THAT PRECAST BMW, OR [?REr6.Si CONCRETE PANELS, STUCCO OR WOOD 9L3A14DS i Fiyt F((}RI TMLTT Rn s.L IE,m. w.SWAN K4nw 4600 M IStSI. EXISTING WALL,. ANCHORS SHALL BE LONG t.NOLIGW 70 REACH THE MAN STRUCTURE !#HIED STJCH P �, �\ , 4Ww -,,ac w nND at-rN+ "law- {Iaa4NpB 3nN4 rAx l.)a -SM 20-175 ANCHORAGE SHALL SE AS MENTIONED IN R.I) AND IN B.2). /ORAL FA-dODB7,0 -. 'm'"m - Dealt - Agip#1lIHIl I1NN P.6 SEN/9gNARAIE/IM,E WALiOtA 18.tA .IY'. Py + 11-1 ,I I I t W INSTAL TION �lETAiLS Ft�R REGULAR PANEL C1'� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES POURED CONCRETEPWRED CONCRETE CONCRETE BLACK r @R CIX4CREDE BLQCK yx� , I , REQUIRED. CONCRETE ANCHQRS s CONCRETE ANCHORS (SEE SCHEDULE ON (SEE SCHEDULE ON VOTING POURED SHEETS B THROUGH to, ..T 17_1R � i SHEETS 9 THROUGH 10) Y.....9 C�� , ,• • " , 11r 11j1. �. 1/2.. T/4 RECITED. ] �._...6LWsim I _�T _ _.�� CONCRETE ANCHORS W+95 0 __ry yam/ E 1 EA , I �_. I SHEETS 9 1HRWGH 10 I (SEE SCHEME ON I J i '!� i I % f i i EQ I 1 1 I 1 3 1 1 I + I ,/s111--md• 1 t/4-F-20a• ' L E r--- MIn - ARkTION ,T- BatsS '. q tit W � Ep• SEP ON I TAD CiJL55. ._ r' t 819E f<W IWlWi 8yg itl CdA55. I TINE nW Pwel. I i EXISTING (SEE SCHEDULE ! REMIT„ bIX Y-e7 __ 1" m- ^ TO SCEDULE ! t _A Ott- Y-T} i Y I I I OLA55�'I ON 579F1' 3} - ? PANEL 1.E SCHEDULE I ON SHEET s) 1 IMin. SEPARATION I 1• lf.' I I I (SEE Oe SHEET 3) B 1 i1" H1oX. I TO CLASS, I PAWL LENGTH CONCRETE ANCHORS _ 4_�,�� A-- 0_ __._ .. L__ (SEE PANEL -') (SEE sci£DUIE I (SEE sCHEDULE (SEESCHEDULE THROUGH 71 T ... . I I I i ON 57NEEt 3) Lam_ _� ON SHEET 3) 1 1 i. OF 1` GLASu�e 9 1 ODSTNG� ! i py•-;�� I MAX. I I 56% i 01Jw" 1 11 i I Eb... `C�mm I 4.0-2mel IN.i9 { P j OF 'L" t ­(D 1. I J W e -a ,O. an ! if �j/' I � 7 i I I E.. sr ' I T r I -I I � E.b. j { I Cb., %jr - 4 t<1E0.RAREFxN WASHER tIXSCaRw d CQhfCRE7£ BLOCK ! CONCRETE ANCHORS ._ v i (- ---' „ k , , I ,/4--m.I' a ,LS. W/ ,NUT REDCIRE'D. _ )v__ j (SEE SCHEDULE ON-" 1 i tt T/2. 0.G SHEETS 9 THROUGH 10) -- 9 Min, �-- j W/ (D ONLY WHEN SOW ,G LOrUI" � :� SET k CALK-N AN ORS i EXISTING POURED CONCRETE \:./ ARE U3£D k W/ WHEN ----OR CONCRETE BLOCK ALTERNATE CONCRETE � vWREn CONCiBifE CONC%7EIE ANCHORS j �� REQUIRED. ANCHORS OR CONCREtE OLOCit EWIum EO. STAB w/ SNP (SEE SCHEME CH (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) RUILILIT OWING WAkm L WALL MOUNTING p gECt�lQ4il�I SECTION I SCALE CN 3/5-1- SE 3/8-1" SESCALECE 3/8-1' .•' GEN '•'X s FLORIDA BUILDING CODE Non High Voloofty HIM acne Zone . -- f : • 0.44167 � lktata ex. 24 GAGE GALVANIZED STEEL STORM PANEL rr. ATE FNOM)Ij NATION OF SECTKNN5; ' * : * ' * m.ar.m� oAalr, en E.D. w EDGE DISTANCE L •E1:, 10 E_�we. mnT/Nm0 c3` GLOBAL PROTECTION PRODUCTS LLC. (SEE SCHEDULE ON TOP 6t 80TTOM M(RINTINGS CAN BE y ._ STATE O F BARE: SHEETS 9 k t0) COMBINED IN ANY WAY TO SUIT ANY i'yp.N`'• ORIOP'•' - 'RH'`mM,,. w... >a EE OD\WLL FLW. 3X"4 WAR2n r75 INSTALLATION. 1 a'0..... G\ /T, 44-% er..: New m-ate .�. e'N -,Mr rH,c,E: (meN�a-zaNa. Frte (w4)Ne-m7 7 yyAN / l " -Mw' rt rR...a Gamma Nn ,iuuu WN TSR A 81R X. Pi. r f RR 4 Y ,e ' C`L o zz3 to -o > LJ.1 � p C + E +L+ ,=,¢g C.., CV -=m SIG C M=- d R C. A-. N 1.t0� - Id c1 d r C FE 4 W 3 3 Ia >. 01 Cut .= 4,3 CJ m c ,= 2 7+ .o c An, = c 1 40 O ®. W If O INMW ATION DETAILS FOR REGULAR PANEL (1 � INTO 00 STRUCTURES IN$TAT_[ON QUAILS FOR R�U1,� p$l��R 1 I�T0 WOOD ii!ITO"POURED CONCRETE OR CONCRETE BLOCK STRUCTURES /_ 0---•Q-S --- r 1'j__ 4 ; ' -7-TV'- f 1I.. 1 _� . 1 SEPARK ON t i AANNCAORS L -'•TERNATE CONCRETE /I ___ '� %�(S�EE gONFDULE ON 1". 4(t t!4'r-ie.t' I�-(SEE SCHEME � 1/4E-ml 1 ,1 / ALTERMtE LEC i t 3 ,3 Noo enn I ON SHEET 3) k 9s. eOus. W i 4"xB" (Mfn:) EX18T8iG WQOD / /!J{// � i , �,--Y�MO" (SEE SL`HEIGONG ,E N £C DINS FJ05TING POURED (X%NCRETE j�5 f5 9 TlNROIIGNOU m) OR Ebi1CRETE oC9N OR ----� "`�,.. SHEET ,i) �.-`' 4L 3 /{y a ,/4• D.C. 1,.� i (,jam CAM REQUIRED. un- -/ 1 i l ' 1� 1 - L / SHEETS 9 THROUGH 101, REQUIRED. CONORM BLACK -1 REQUIRED. - i U i "j + ./ -- -t I �- , LB4SN NM9k 7-e) i.- CERTIFIED BW'YODO /J - I4{1 � /Cf) .�8 EXISTINM. POURED `_ ,----ED. LOCATION LEG CONCRETE ANCHORS WOOD NFADER 1 ' ' z WOOD ANCHORS f ' f/ t ( I aig-•r �-T PANEL tiNC'M REGISTERED ENGINEER wAm To SN�u1sER ,f I4 (0 " W CONCRETE RELNIIR�-` I 1 (SEE SCHEDULE L7N REOORED ' /` i'•. I ( T 1 1 SHEDTSCN III .; 1 . Y /• 1• 1---. l I�. _ 1/4• SHEET 11) / 4 ai i H k �� II - ' i , 4't,• t9X WNmtB Rru SNEERS a THROUGH 1 Z /( \ 1 (SEE SCHEDULE ON I�D I L-0_. L- I INSTALLATION. f 7 WYD00 ANCNN9R5 AL7EftNATE WOW }I , tM. IM I MAX j °- i / /�V / sEE sCNEDULE ON (sEE sCEOULE oN > i-ir•ED� , / 1/4. 17 (MF-•. i ,t4'S,a 'OR t/2' 1/a. I'� I 1/z' , - Oj I sPAGER 01 ,/a) SLEET I1) 51ff.Er 1t) } L ... I i I '/Pm "LR 1 - _...�� CONCRETE AtGFIORS t27a,r BA Ms. so" ON q RUT I IMA1L _�_ /� :T f l• t ._�_..,�_..�� WOOD HEAD£$ `.. i.� I f I EO M E 1 MAX. / O ! t/4• ij i , j (F . 1!2• e u ,/2. O.a (SEE SCHEDULE ONI" ,/y _� 1 J ., H I REDUIREO 1 _ _ 1 0 I i MAX. ER / '-_.----._ q WOW HEAD It �.��� SHEETS B THROUGH T0) i I /,Y fin' Eb. %r I i (M n I MA I i I C __ I I �} REQUIRED _� CIO 1 8 ( 1 i i 1 NEAn can I i _ ' I 4 i - % , 1 1 ( ED I , _�{. I . E%IStta1G $ I �'' ! I j 1 1 41-8b1'a'ND e0.IS I \.:1 T I E.D. w e B 1/4' D.C. , m T 1• 1WN. _•, H 1 I i % r 1 PANEL LE14GTH i I 01 I i { (i [ II_,p �p1' MAX. LONG ALUMINUM SPACERS O I2 ,/2' OtA55 I � wow ANCHORSN 1( S I w • W ,/C Oc. =3 CIO EXISTING e 1 i C. , I H (SEE SCHEDkA.E i t I , I 'C'70.C. (SEE TABLE f13 LkiSHEki 1T.) GLASS -9 I 0 I i 1 i D I I Mkt. 1, A, 1 t ON SHEET 3 MITI. ' E I !. I ' SEE NOTE - BELOW FOR UMTTATONS FOR I 1 . SEES 11) i Ip I I 1 i ,/4Y-2tki• I y�^JJ` I 1I / Min. 1 FOR SPIEEIT 1 t 1 i 1 1 i8P- 1 p 1 - 1 i SEPARATION t ... I REPARATION i «L• MIA%. 1' MAX. 1 1 1/2- LONG SLE00M HSEPARATION I _. 1 i .. Y.,7" i 1 i F-_. >_:_....__ __.. eaHis.. w,® I I 1 I 1 ON E'T5. 4."' . PANEL. aNWH. I I ( , I ?y '.' tAA35;{ E' _. I I 1 TO GLASS. i f TO GDAS:.. 1 PANEL. LEN41N. s D(t A {U!E FCAMWral I - rL ON TO GLASS. I t/4•A•�MM1- i (SEE SCHEDULE - t/4i-2m,t• 9 S, t0 (N1LL 1 (SEE SCHEp4A.E 1 1 (5E€ SCHEDULE p1 1 = SEA ',.1 . " (SEE SCHEDULE ON I ss. t g W I ON SHEET 3) 1 _. SPACER FOR I ) ON SHEET 3) E___ LL !__. z I 1 ) AMU" w. � r MGn. SEPEMIE (IN TXASS. O 1 ION. i SB. eOUe 1r . 6y E O3 SNEEI' S 1 ON SHEET 3) T ' ION SHEET 3 LE I - _. r/4ry- F I ' 101 _-.}.- .- ._� SMELT 3 1 f Al D+ . I 1 __. .._. ....... M u` ,w T ,/4'.,=na..,• " ...>__- PLiPS (SEE s(Y9EOUlE oN SNEEr T) _. .;.w _... (3)--,- :, 1 I I PANEL MATE FF3rAM.E m 0R PANEL.MATE A ,.,.--_, ... _6 L__ „ t ° i' ON SHEET t/, w,WXXt` 'L• ALAX(. I 1 PANEL LENGTH L OLSE RAPFrWL 1 Max. I' 'Y'_ .:v....- _-+,. (IeE tOR PA¢ ! L-. ._.: SILL BEATS W + i"'" . .)_.....,, I - l L'l i F^ ',-- =FOR NVSL f i 53. Wa,9 PANEL LENGYN L L.= (SEE SCHEDULE I-._ .� _�,..,�:::-TyF...... ,. _-.�F..-.-� LDaiN - Y-0 PANEL LENGTH 1 ,BORN tABR ) N C `_ __.: ,VM.:=__ : - (I._. v.: J I Min. I I�� I L(,\tL, 4 .e1__ .. I 1 LISNRH osv Y-a1 -Ar FA r'1 _: -' '°I ! I r Nm 1Wma q I SEPARATION I -_ i -__ I--__.._....�_..._._.v... � _- , =I=--.:. {uE Ten EL (SEE SHEET 3) yL TO GLASS. 1 SHEET s) DCAS.a (Od SHEF_LED 3 �H -_. .� z -I HAFSn+ AFA _ ' i GL SS- *...Ef S ;E 1 PfATE RiklUli D I . fi` _ - t ( OU3l)£ N,$L,I 1 _ RICERS„_ I `._ - 70 GLASS. I 2`x4' WOOD ---A 1 1 `-"-' --7 i T teAax asN Y=Y) (#N SHEET 3} tl (SEE SCHEME �� i I r I - i I�QN sHEEr s) I 1 DIRECT MOUNT W/ SPACER v i �� 1 I ON SHEET 3 I of 1 I 1 of 1" I j i F` __ r f I * I (�.TERNATIYE 2W 1 F _ r 9 4 i MAX' -f l �,�% i MA%. j %' 1 1 i 1 _ V.'/ ;, € ( i I,1--1�--tf5� ScuE 3/8.1- I I g0z i T11- OF 1' --� I 5G ! L.�J O 1122 T/2 OC SEE MIEI /T ON SHEET i1 FOR MAX. PANEL. LENGTHS k I i 1 N NIX. i }R I _ SPACETt I I I 1 5074 L__ %+ 3t H . I C 12 1/r Q- I i _ LENGTtI I MAX.1 1 1 OF V I EO j I ` 1 4 \ F I p i Ep' ..__...1_..�.__.� ED. OF 1 MA%. A .Q DESIGN LOADS FOR THS MSTALLA7ION. I� 1 _ I 1 `I f r a) , 4'+-xm1• I ; 1 I � I _ I I 1 Q 12 iJ2. O.C. - I EO _ • f� i/2. 1 i i I 1 �.� @ i I i i I ) - i EA¢eaiTs L i -;a C j O 121/2 D.C.! { E4- f. .( NO KNISH! I i ! } �T/4N m., CONCRETE ANCHORS - I W s a 1/r tlz. WNCRETE ANCHORS `- _ 1 I I EDT- �!-J___ !.RItOLYED TII EQ - j HEAD ears11 EX15TIN,T PO (SEE SCHEDULE ON' L'g : + , L Ii ---- p I ���i a iN• ae�.T (SEE SCHEDULE ON _.�___...._._._-r y I qq E €1 I I-.._��,.-_.1 1_ I ��i'}�,- CONCRETE \ . . � � EDGE OF WALL OR SLAB SHEE(S 9 TTNR(WGH tQ} SHEENS 9 THROUGH TO _ 2 I/W LONG MAX ALUMINUM I i i '1'-'-STAGG ANCtii7R5 *)l1Cff.: __.. I I 1 1 "" 0REQUIRED �,.:1 0 _t.--._-i I L 'I STAGGERED w/ STUD t____ 1 T ALT. CONDITION) 3 SPACERS e 6 i 4" O.G. VAJO FOR I t, (SEE SCHEME ON ` w Iwv t 1/Y WN¢.0: I I -L W ISRMC POURED CONCRETE '; i ALL DESIGN LOADS Alm PANEL � "`~, � L!1 1 ,� ,�'XB" WOOD ... PLATE 1 i � I` CtllIC(tfTE i 0 CONCRETE BLOCK EXISTING POt% GONCRETE , s LENGTHS PER SHEET 3. I ] I ..! ,I i D SHEET IT) (t).BrelMunmN a IeMLD m A wE STOW 9NMIDINB3 WIND rS-D" CK REQUIRED )I I ' WOW ANCHORS REWNRfO. OR CONCRETE BLOCK . _ I �+^q� T• INC. LONG +u.UNWIM SPACERS O PLAT` WOOD ,�,1.-.= ' 1 I ! i. ` ',?i *SKIT'€ a ;f I I t; ��!�l ' MUI NGN:ROOF MHIn (71a1 16 A teSUIIiA%NN flm1F Her WOGO ANCHORS `---- REQUIRED Q rs ; I +t `"�'gEE SCHEDULE ON (SEE SCH[RXUIE�0 0- REQUIRED, L03I PLATE WDLARED = a } I If H 1 1 , I alIMOEM¢ lfElplT OGPoKNRY NOMATFD ON 9Fa2T ,tj, (SEE SCHEDULE ON f 3/4•----._� ' '1 i I SHEET n) cu SHEETS B TMROIGH 10) i:.F' ,z 1/2• O.C. (SE€ TABLE /1 ON I , 1 I(_ . waOD ANc140RB rUK IIPAMTVk TO 6 I� i l i ,^ 1 1� , I,.. 2"x4" WOOD ,.....,...- _ -. -._._ t i II I I J SHEETS 9 k t 0.) S t STAd1QERED W/ STUD aN gtiffr 3 ANY 9E f1EONOEO 10 t 4 As } f A' � (6LATE REQUIRED III) ANOtHpIB GOVBi'17dw OOIPaNI3I1 6A (RITES. YAtE TRNNL nt OR STREET i t) 6 1 1 1 " I .. (SEE I t) LE 4N LINO AA 1NE FCO&WMND GOGDmOFffi ME x -._..ate.. I...__ PNEL MITE iM, BHMD. BE;SPApEb M\IR/ULM AT a r/a' o.C: '�i b i f I I. ( SHEET T r) fA AS EIRk �!:1 RE "MCI*tl FRAM I2 I/2' = GRADNG ALLOWED O R - CEILING AND MQUKING -OUT NTING { 11 1 I ^y (1) mimmuI# ASO # lw:T �2° Mln: -... e_L__. ' mm SCALE 3/8-t• SCARE 3/8-/' .._, ..._b,''� ' Di MAXARNt sRRu PANEL LENGTH et 00 0 RWWXWM RMM ttsN= PANEL LENGTHS ON 9 t- U) srxE 3/8-1" 72.• SCHEDULE. MOODY „) CEILING AND FJ ff -EdLLUI[NTING BUILD -OUT MOUNTING CIO WALLMOUNTING (» siaM PNEL a srA,AnGa I orar (<)' aWMaar LOW SK40 w INDROVED aN NATIVE 3W INTO AN MING ,WOOD mAE WALL. SCALE: 3/0-1• ALiEB ALTERNATIVE 4W �_ ALTERNATIVE. L W A" MR Wrm 2ONEN 1, 2 AMP 3 AS OAEMw r AM SCALE 3/8-1' IIIILAN SCALE 3/8-l" In SCALE 3/8-1• (4) INSTALLATION WN» ONLY FOR WIND E_I01 ASH DE m2o (Tm OXIgX) ar THE FLORIDA L . A T} <y4 , ,j" i A: TIZI ,yy i AW3 I. 2 k 3 KR AS M E a ; A. Tlj OXID" CODE A `,}CEN, j`�� - ui enHuuA ,Mae-aa Mw+ANAu `1........ ,, e •'.,., ....ram ems: xs'�:'' �}CENS�.'•.9y'ss FLOIDA SULLWNO CODE Hon High Valoe Hurrieena Iona �` � % Tc •; ` FLORIDA BUILDING CODE Non High Vsloci HtvYfeene Zone _ : *.• ND, 44167 's FLORIDA BUILDING CODE Nan HI h Veioc Hu cone Zo,» 2 s t y - INSTALLATION ARE ONLY VALID FOR MO. A.S.O. ", amxc tAteDO. M0. r.a. 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. _ 0. 44167 ? 24 GAGE GALVANRED STEEL STORM PANEL NOTE FOR CO B�TLON OF SEC➢ONS: t : NO. 4416% . S ' Q tom' We' 24 (HIDE GALVANIZED STEEL STORM PANEL rj. 1 DESIGN PRESSURE RATING a I AND PANEL LENGTHS = s maxt tm�EDo, we 24 GAGE GALVANIZED STEEL STORM PANEL r'r. • ORNIW en DESIGN RRESSURE RAiiNG jR•9:f) AND PANEL LENGTHS = TOP k 80TTOM MOUNTTNGS CAW BE (..) Q z * . * s atWN a PERDINEpEi r STATE OF iNVdW er * - = *' * * a - `"` - _-- -- m/a/xm INSTALLATION. ANY WAY TO SUTf ANY 2 WOOD FRAME CONSTRUCTION: WOOD ' O•N`• 'cC0 �'�'f �` �w 07/2+/m10 Z E.D. - EDGE DISTANCE NOTE FOR SFM10Ne: =o:, $SATE O-�' ,,,.a ollsr/mm TOP &BOTTOM MCRINflNG5 CAJ BE AS PER SCHEDULES ON SHEET 3 (E)tCEPT FOR _-� iL G O IINc. GLOBAL PROTECTION PRODUCTS, tLC. wTa COMBINED IN ANY WAY TO SLIT ANY ALTERNATE zw) ; y., STATE 1�T C Q Ube GLOBAL PROTECTKN PRODUCTS, TLC, MEMBERS m BE sauTHERN PINE Na a. W/ sPEe1F1c �I I�IIIe. GLOBAL PROTECTION PRODUCTS, LLC. am (SEE SCHEDULE ON TOP & BOTTOM MOUNTTNGS CAN BE %�pN' �,P/54 �,nun AmDLWf,Jr. 133jS11w NSTALLATFON. ._+L( ,elo ew. a, mxT ti+ �OitTWur k ANr N sW 61 "SHEETS 9 k 1O COMBINED IN ANY WAY TO SUIT ANYORIO Nt aHowltWl DENSITY OF 0.55 OR EOUAtt.. , z 4t`mawA .,Fw S9M ,xHar NAIADS,n SSLw 20-175 2. F"OR NEW WOOD FRAME CONSTRUCTION. WOOD t4„,I V xm MW. AN. WA aI. tOWt a N01w G\ML FL 33Ju <YrrNH0INHHIN - NLW. St.9r a>e. 4YNxM n AIw OiaW.'. FL, a33t4 20-175 20-175 >+... tN-,XM . M1, A an-1m, P,m,E: IW,H3mW-7N8. TIN. (asN a -oral Q FId. , fMw 4ri"s AN, , PeO w,-TW PrldG DfaA}!tl-7auL rAx: (m64J88L-e'FW7 r ..rtmr� (WE.Jtl�-7ata, FAX; (� 41FWw LAID// .--m w-.r-. MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC } N +H... .m.,s w.iNSTALLATFON. 11 DAWWKN xa / •.•••...• «ANe WN*. ,.rew Nm ozAFANG Na ""'cA-o0n' `LED ----.-r-- rNs .v.w rF amWwa W> r8m7aa J Oxw O,eWxw wm. wA,.. AINIE1R91 6M,NATOtE/DA7E wuEW A1Mera7lmm- PE .. Nm u , DENSITY, 4F 0.55 OR EQUAL. AArrM1iNL TUNElDAtE M1L7rON-bowls A 7�0.UT7Y,Wb, rE , r r.c sr+ulMOM,iulENnre FeL' A .I.., rc SHM s OF IS 4 , 7 , 3„FF.'t 6 Dr to 41 0- SHEET NO. SH 1.3. PQURED CONCRETE. CONCRETE BLQCK QR WDQD STRUCTURES: VAUD FQR REGULAR. LIFE SAFETY A E-Z HANG STORM PANE SYSTEMS OR NCREM OR 5 `I ®©® " i� FRAME GCm &3 rn i of to3tlf°st iisi 4 1 3fa• ANGLENWi 2 t/2" ,a C.. ? BLACK OR 115:e WOOD fE�''-+ POLMFD t/IY x t 3/4' T/PCAN : 2 iJ2' f RE11U16ED $R' ANCHOR a fr o. �OMr6T. rx4CO1E7E`+ FRAME OW �__.__f� DR� LLD +uv �\ I. t/.- GM� - CLIF A AEL l 1,µ'4 > 1 3/4' -•+ 1" 1 7ML'ON ANl>IOR MLr� /EWNAIE LEC LOCATION e 12` n.c d r. 2 x AW ro .(� PARRIES r x 5' x mr rnNT, v 5 64rr.. 974 L t1M ; iLW. ANGLE' OR I: _.310S-MS45NEET POURED GnNGREf2. iS-__! s^ r X 4' X .1?5„"„„„/' 1` I S"-' (-.,TRACK kETA ALW. BEM PULE g BIDCK AR 2'x4" YYIDOD FiIAiNE 310E-Mi40R .{� s f : itYP,) .P�1 REOURE6 2 7 3' BOBS TO ALLOY. / t:l i..4_ 2` ..,� L!,J CONT. Au6A ANGLE Max_ fAP 1/•` •BOUT_: Lr x 4' x .072' • ,2` O,O= 3105-Nt4 OR 8063-16 AID' W/JAC*wr Cant. A6m. AN CASE A (PLAN) CASE B "PLAN) CASE C (PLAN) CA`�E�(PLAN) SCALE 1/4`-7" SCALE 7/4'-!' SCALE 1/4--l- SCALE 1/4`mt• 1 SCUM -SET OR CALK -IN OR ELOO PO,AHED TRW AT 'FEIL•NE W AASf E • OR CONLWEi$ 8L0EK f I TOP, BOTTOM Wi / PABEIMATE PUUB {(SEE t.SX POURED WM' l�J •� 0 .0 (LM'N. PANEL CA4IOREIE BLOCK VARIES •, OR Z14' r/nn0 i SINS OF OPENING SCNEOULE ON SYIEETS 9, FMlIE 'ff ® �• FRAME 'S AS APpL2L161.E to a t1) OVERLAP BEYONDOMNCIiE'aE CONCRETE flEgtRRWOOD FO OPQING WIDTH) SIDCN OR 2Ne WOOD FAAAE � ^ A .H ' RECLINED 1 I sJ4' Mae -1 �---{?� oR VARAES ,(73 1 {��y�r W +, Fri t (w Ff T9 ' WALL ut cut Ew NNW X Ro.: DWAW'E '� � ••�.•' ftw'.) w s J CASE G (PLAN) IaiFH1A 1��//k��y� t . `l•F•'R.. K1A SCALE IJ4'-1' ,.; ,o , rc' kWi6oW au•s'u ag�w••\-\LENS` �jl VALID FOR DIRECT MOUNT NNSTALAIgN ONLY k F ••: = PANELINSTALLATION SCERTTFIED VARIATIONS WITHIN/4W/ No. 44167 I * : * : * = FLORIDA BUILDING CODE Non High Veloe Nurricaro Zone) CASE E (.PLAN) CASE F _(LAN) z •-. '� - 00 ^IT&0• Na 24 GAGE GALVANIZED STEEL STORM PANEL E'. OWN W. SCALE 1/4"-1' SCALE 1/e-I" s0,c-•.FLdR40P'. •�--co—, asGF�cj IL EC O ��- PROTECTION PRODUCTS, I.I.C. LNe. AAIIFu HL a ,Ig A„Y .COO S.W. 6, STREET se1'Ei3 aW. OMW, n_ auu ,l aa. w, r >Q1. 6N•P•, N SN44 20-1T5 nl0 HZ— (M 6 11fi wpNkl (IIO4�6A-76i6, PAX, (OUX100-ow aew aweu ORWBIA Nk � P.E �Jr-0006719 WATER A 11LLR 1,.., PE WW1 7.,t. mIfLT 8 iY ld 41 Pq MAXIMUM A.S.D. DESIGN PRESSURE RATIO (p.s.f.) AND CDRRF$PQN,(FljNfi MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STpEM PANE (I-) INS_STALAIMMS 190 WOOD STRUCTURES (VAUD ONLY FOR PANEL 10INSTALLRTIONS AS PER ALTERNATIVES 1W THRU 41N, ON SHEETS 6 & 7) MAX. AS,O.. DESIGN ESSURE PRRATING MAXIMUM ANCHM SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 APPUOABLE TO -�� k ANY ALTERNATIVES of THHU PAIN LENGTH 00 TAPCON IAA1 SCREEN PAIIELMATE FEMALE W PANELMATE PLUS WOOD. SMOG 13" lr Ir 13, Ir iw (TOM 13' 13- 13' 13` Ir IN (BO1T0M) 6 1/r B 1/r 8 1/2' 6 1/2` 6 1/2 2W (/yTOnP)� - - 6 1/4" 12 1/2' 6 1/4` W ♦9•.,-") 5'-0' LESS a'- 3W MDTM)13" 13• 13, it (TOP)45. -45 13" 13, 13' (BOTTWG1,ESS F�/ l3" 13`/2' w {LOP)Ir 13" tJ' 8 1W (aOTTOM) a 1/2" 6 1/2" 5 1Jr 6 I/2' 8 IJe 12 1/2` 61/4' (9GTr.y >5 4` 1 1/2` 6 ,%2" (TOP) l4-r 4 1/2 4 1/r 7° 7` Sw (BOTTDAO 10 1J2` 6 1/2` 12" 12' 4' (ESP) it tr 13" i1. a '1/2• 4W (80TrOM) + SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANE. LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. DESIGN PRESSURE {p t RATING MAKN4UM ANCHORS SPACING FOR ED, - AS SHOWN ON SHMS 6' & 7 APPI.K'ABLE TO ! & A(.(Y COA6B4OF �TXAN uAWMIBa PANE. fEl4GTH (H-) TAPOON LAG SCREW PANELWM FEMALE m PANELMATE PLUS WOOD BUSHIND 13• 1r 13" 13' 13, 1W M Ir 13` 13, 13' r 1W (BOTMM) 61/2, 61/2' 6 1/r 6 I/Y 6 1/2'PW 1TOP1 - 6 1/4' 12 1/2 6 t/4' 2W {MOTE.•) 5'-0' r 7 t/2' a" e - 3w (TOP) OR 7 ifr 8' 8' 6' - 3w WTTOM) 13, 13" 13, 13, 4W (W) +45. -45 +7C-75 13" 13" /3' 13" 4w (60Trw) Ir 13" 13, Ir ID" IN (TOP) tr 13" 13' 13" 6 IJe IW (WITOM) 8 1/r 6 1/2, 6 I/2' a 1/2' 1 6 1/2" ITOP) - -' 6 1/4' 12 I/2" a i/4' 2W (9011t) > TOO• 4 1 fr 51 7 1727 7 I/2' - (TOP) 7_5. r - 5 If2" @' 8` 3W (60170M) 137 12' 13' Ir 5 I/2" 4w (TOP) tr 13" 13` 13' 10' 4w iB01F0M) • SEE TABLE /1 FOR MAX, &S.D. DESIGN LOADS & MO. PANEL U 940THS "IN SPAM IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TABLE J7 A Ts A.S.D. DESIGN LOAD MMM PANEL LENGTH 40 PSF OR LESS 6'-S` > 40 PSF TO 50 PSF 6'-2. > 50 PSF TO 60 PSF W-10` A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE 0,IME ID OR PANEL MATE PLUS ANCHORS & W/ SP\ip1i�EN�.1/2` O.C. I14"4 TAPCON INSTALLATION PEIAILS INTO POURED CONCRETE OR POURED FOR UFE SAEUX PANEL C1i CONCRETE BLOCK STRUCTURES 1/4"4 TAPCON ����sT -` POURED ANCHOR O 9` O.G. �EtE ANCHOR O 19• aC 1� / BI�.oCHt ORd R REOUIRED. REQUIRED. I� 1 1/r :IJ4' AAX.MAX. If2' jl/4` I E0.4 I 1 I 1 I E�4 t I � S I , 4'WILIS#w LBr--sOGLA BS TO OUAE6. 9 ' T__ "Ys4�equ'vr GLASS ]i , CLASS Mae. PANEL LENGTH ....� _.�.,4..._.. A.-_,....._.._._ ,.._.. ,,_.._. - I 1' )IM1X. O' PANEL. LENGTH -v1' ktn. ELEVATION I ON SHEET I 6 7 ON SHEET 12t pFp q•-SEPARA I : 8 I 9 TO MASS. d I i I It_ _ I L/2 1 1 1 co+cRErEoa� Eo4 / I i CR `CONCRETE Ed• f 1 BLOCK < / CONCRETE BiOCN REQUIRED. [ 1 is War TOED 1 UE+aWt I II IJ4'► PANEL/M7E P _ 1/4.0 PMELAMTE--._......t ANCHOR 4 12 iJ2 0.G. ANCHOR (SeMNO) MALL MQUNTINGS SCALE 3/8-1" iktlMT/N \\N7 ,��.�F A. rrw'l d �4d*..VCENSF:' s FLORIDA BUILDING CODE Non High Velocl Hurtkata Zon• umgo rAtEtq a1C 24 GAGE GALVANIZED STEEL STORM PANEL s>' Xu6N STATE 0 Ar = FZORIDP • •" IL ECOLNc. GLOBAL PROTECTION PRODUCTS, I.I.C. 9AtE 46O 0.W SIRRtT a J ,.s �'� ! ' •'F^' 11,4. HONA+` Ak. 4. AAA NIPM ANAPRA. A1K _ OMIT F4 i33t4 PHONE, FAn 2D-175 4N Ae,ex : pe61N'a t6w c3:O m-.srH (w) 0R-76M- (04kO6-6707 .Hat DRAWN�Nx. P'L 0FMfD6Mnw4l AR CA-dpA7,9 *AM A A'., P.E. FLOARA Ivy. +xa waAew Hat w6lw t ( WBEI ti M 16 SEE S/EE14 t8 A /6 i'we ANCRWRS TYPE a 3PNIdIN FOR BIsrALUTXNs Nm 14000 f)>Alf ,. MNWMW ANCHOR SPAON65 ANA MBWWNM EDGE OSTlWICE ARC NNNCATED ON THIS SCHEDULE. FOR E0. tE� 1NMN NMGTFD ON BDIaDIItE REDUCE ,VNDtWR sPAFSVO BY MIATPLtA1G SPINETS s1ttNWN GLI 6C1MHkILE. BY THE 4'g11AWWq FACTOR3. FOR THIS OPEMiXJ1N m Lw POSSIBLE. REDUCED mAc6W1 gBTA0/FD U506N rACOR SHALL NOT 6E LETS IOW YAMWII SPACING 6mF.AIID FTAi-EHGI AIxIWR TYPE ON TINS 6GIxO1RE 4/4'• tf41 �� TYPE urL1N kIWA6l Appal (•3 3 S •rNNNr,aHR o,N•.L. OA3 s 3 I4RAIKEN.p.H cNvw. 9mk.+j13 3 3 t/3 AOIIR mSE OaWEfQ SFoj tA9Wlt _�21Ji 6.6E - ,• aiM SAO� 3, (VALID ONLY FOR PANEL ©1 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. AS.D. PRESSURE RATING tP -) MAXIMUM ANCHORS SPAC@1G FOR MIN E.D. PER SCHEDULE BELOW APMICARE To I AMX!YUk tENGD1 1• (IW MAX ".D. PRESSURE (PA.1.)ommm MAXIMUM ANCHORS SPACING FOR MIN E.D.PER SCHEDULE BELOWDEMO APP[NJiHIE MAX kuM LEk36M i• (n) 774'CON SOUD-SET PANEIiN PAt A'IE 7AMAC-NNLIN CALK-W TAPCON SOU@ -BET f� lE PAt� ZAMAC-NNUN CALK_wtD 8 TO m To m 10 10 AF > m CO"wm m m m m m tNeu +45. -45 LTO E fr f3' 13' tr 13` lr t3' 1S' 13` Ir id` Ir 1 (TOP 5:-0, OR Ik58 +4i -4'u +65,. -05 13' 1r it 13" 13" lr Ir 13• Ir 13' lr it i/2 1 (rap) 8,-6, LESS ; 73' 13, 13, Ir tr it /3' 13' 13' 13` 13, t3' 1 (BOTTOM) tr 13, Ir Ir Ir tr Tr fir Ir /3' 13" ti 4J2 1 (0(3ROM) iS tY 73' 13` 13• 1r 73' 13' f3" tS" it 13` 2 (TOP) 73` 1S 13' it f3' 13' ,r 13` it 13" 13' it If2 2 (SLIP) /3' is' #3' 13' it I3' IJ' tS' ES` 1J' Ir i3 * 2 9O7TOM { ) t• 3 1 r 1 3• 1 3 i r 1 3' t r tr t3' 1]• 13 It t 2 tr 13• 93" Tr 1 13` 73' Ir 13` Ir 13` 13` 13" 3 (TOP) 13` 13` it 13- 13' Ir Is, 13' 13 tJ' 13" 1 tf 3 (TQP) - 2 1/2 12 11216 1/e 6 1/4' 12 T 12 1/2 $ 7/4" B 1/4` 3 (BOTTOM) - 12 1f2`12 1/2 8 IJ4' 8 i/4' 2 1f2'12 If2 - - 6 1/4� 8 1/4. 3 (BOIT(6t Y 8` $" &` B" 8' 7 1/2• 4 O(IP) - $' 5 1/2 W a" 8' 6 I1Y Ir 7 1/2" 0' e' 8' 6" 4 ([!X) 8_._..... 8' 6' - e e Ir _ (BOTTOM) 6• B• 9' _ a" * {1bTT#,0. tS" Ir ur Is" 13" it it Ir 13` 13, 13, 7J` 5 (70P. 13" 1J' 13' IJ' 7S` tr lr i3` 1S" 13` t3' 1r 13" Ir 13' 13" is' Ir 13, Ir 13" 13" tr S (GOMM) tr 13` �14, tr it 13" Ir 13` 13" tr ib' t1 1j2 5 (SOTTOµ) iJ' 93' 13' Ir 13" 13' tr 13" is, iJ' 13` t3` B DT1P) - 13" ,3' 1r 13" 1r 13' 1r 13' lr 73" it 11 1f b (TOP) _ - 6 1/4" 6 1/4' 6 a 4• 6 T/4" 8 , 4` 8 9/4" 6 (gOT(,x.) _ _ 6 ife 6 1/4' 8 1/4' 6 t/r - - - - 6 1/4". 6 if4". 8 (BOTI.•�) 13` 6' 1r 10 1/2 13" 7" 13' 7" 7 1/2 5 f 13' 4 t/2" /(TOP) �,-0' TO Iv_e 13' e' lr 13' S3` B 1/2' t3" 8 1/2' 9 1/2• 8 1j2 13" 5 1fY 1 >V-r 70 4'•'8' Ir 71 Ir 13' Ir 9 1/2 IS" 9 1/2 40 1/2 7 1/2 13• r I (BOTTOM) 13" 7 1/2` 13" 13" tr 1O' Ir ID" 11" 6" 13' b 1/2''1 (BOTfEW) 13' S' it 10 1/2 13' r 13, r 1 1/2 5 1/2 is, 4 1/r 2 (TOP) 13" 6' Ir 13, Ir 6 e Ir 8 1/2` B I/2" 6 11r IS" 5 1/2' 2 (TIP) Ir 7• 13, 7r Ir 0 1/2 1r a 1/2 /p 1/2 7 1/2 13- 6 I/r 2 (WITOM) 13' 7 1/r 13" Ir Ir t0• tr to' it, $• 13' 6 1/2' 2 (BOTTOM) Ir 7` Ir 13• 13- B 1/2 13- 9 1/2 10 1/2 7 1/2 13" 6 1/2' 3 (TOP) 13" 7 1/Y 13' fr tr IW ,r lo" 1t- @' 13` 6 I/r 3 (LOP) 12 1/2.12 1/2 6 1/4• 6 1/4' 2 ,f 6 ife - - 6 Ile 6 i/4' 3 (BOTTOM) - - 12 1/2-12 i/2 6 Ile 6 ife 12 I/2 i2 1/2 - - 5 1/4" 6 1/4` 3 (warm) 7' r 8' 5 ifr 7' 3 1/2' a' 4' # 1J2` r 6 1/Y 3' 4 (TCP) 7 1/2' 3' 8' 6' T 4` 5• _ e 4 1/2` 3 1jr 6 1/2` 3" 4 {FOP) 8' 6' S. 9' 5 ,/2• 7 1/2' 4 (BOTTOM) e' B' a' Ir 5 1/2` 7 t/2' 4 (BOTTOM). 73" T' tr 73" 1Y B if2" Y3' 9. 1/V 10 7/2 7 I/r Ir C 5 (TOP)i/Y iJ` Ir i3' ,0' 7r 1r T 13• 13' 13' 9 1J2' 13" S tJr 10 tfr 7 t/Y t3' 6 t/2' S (8017OM) 1J" 8 1/2' Ir 13' ,r SO' i3• 10` lt' 8' tr 5 ifY S {80TTOMj tr S" 13" t0 i/2 13' T T3' 7^ 7 if2' 5 1/2" 1r 4 1/2' 6 (FOP) iJ" e' 13' 13' 1r 8 7J2' 13' 8 Ij2" 9 1/2' 8 1/2' t3` 5 1/2" 8 OOFT 6 I/4' 8 1/4" SEE mm 1f MR ANCHORS TYPE A SPACING FOR INSIALLATIl N6 WI) "m FIAT SULDO 3. •` 140" ANCHOR SIVOM AND M6MRIM EDGE GBTNIM ARE VOWAn ON Ve. 6CFgMR.E FOR 'La LESS THAN NPmATO ON SONEWLE RMICE ANCHOR SPACING BY 41A."VIRG SPACM SHOWN ON SGHR.oLAF. BY THE FOLLAteNG FACTOR¢. FOR Tei gPpp.IINf m BE PASSE, R2M1CaD SPACING OBIAM WING FACTOR VIA" NOT BE LESS THAN WWIM MWONO BOW" FIN EACH 44CHM rtPE ON no 6CH SOME AWCMdt TYPE t/4'• i/IY t(4'W t/44 ,J4•. t/4^• UPON Y 661n-6Er taktc�eaIN GY!(-N mom" ANCHOR SPACING 00 3 3 3 3 2 I JY 3 t/2 AIWYWM !MJ 3 3 1K Y 3 3 t/Y 3 pITAKF44D3 f10P( S 31K 3 t/r 3 1/2 3 lK ALI" sm otsar+ls FADtOR ,• t13o ale - ia0 - au 3 Ijr I.W - 1D3 lm •+ SPA(2NGS OFkY YA 10 NR(EN SPIrCFR (�j IS USED. SEE 11 FOR M4)L A.S.D. DESIGN LOADS & AM%. PANEL LENGDiS WHEN SPIN 1S USED. ` D.M. ar ife NAIL 0 IOLAA A". DESIGN I= m0x mUM 40 PSF OR LESS b'-®• > 40 PSF TO 50 PSF $'-2" > 50 PSF TO 60 PSF W-10" A MAX. PANEL LENGTHS ARE O VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C. ANCHORS (SEE SECTIONS & ALTERVMTNES ON SHEETS 13, 14, 1$ &16) R-1Aft3, R-2A/13 R-3A/74 R-18/13, R-2B/13 R-30/14 R-JAW/15, R-2AW/15, R-3AW/16, R-IBW/15, R-28W/15, R-38W/16. r MAX. I• IBA I REGULAR 1aAER I STORM PANEL 1/4"20k1"' S.S. O i5 III,@ FARMH r-a��I1 €jI Z1,11- to � d I � REGULAR STORM PANEL i,+ ---�� I f A,FOR I I I I LIT: SA°E7Y STORM PANEL 1 I I` j I % s.s. R0115 w t ! € AT EA wER -_i_ /� I I-T I T - r } _x ! # I _ - I REGULAR STORM PANEL EDGtT10N PANEL Bar PANEL iA/13, R-3A/14, (� R-iB/1 R-28/13, R-38/14, -2AW/15, R-3AW/16. 'i' R-18W/15, R-28W/15, R-30W/16. (SEE SECTIONS & ALTERNATNU ON SHEETS 13, 14, 15 a,6}----- LIFE SAFETY STORM PANEL nj ELEVATION (t) 2-SCALE t/e-1' (MIN. OwflaAP .1 -t WALE VHtEQ f 1 LIFEPMNELUK s EXTERIOR� �fiy '�Ii 4� sj OR O,.., SECTION A -A SCALE 7/4"-1' s REGuuR PAANEis ���E91 EANEL WALL11OUN71NGS SCALE 3/8-1- 1. INSTALLATION ARE ONLY VALID FOR AS.D. DESIGN PRESSURE PAT44GS (p.b.i AND PANEL LENGTHS AS PER ELEVATION ON SHE 12 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No $ W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. P.E %JLfdGLWGt1Nf./04tE MAX PANEL LENGTH B'-8' O +400, -40+0 ".1. (W/ O,FRLAP Mb PANEL LENGTH BOLT) O +50.0. -S&O pA.0 (W/O CIVIL\P MID PANEL LEWN BOLT) USE 2'-B' MN, PANEL Lomw AT AL Ma MT#fC3 r MAk( 1' iFNSFAt1A7XNN5 ONLY VM,D FOR WINO I. MW.1 SPEED UP TO 170 tn.p.h. Ile MAX GAP REGULAR STORM PANEL 02 m w7m 24 GAGE GALVANIZED STEEL STORM PANEL L E C O lNc. GLOBAL PROTECTION PRODUCTS, LL Un 481t0 AW, St STREET 1,0. fL AM IWL,M6Y g11aPS - HINT : tA4f nt-W6, r...ti.6 an-+m OMAL FL 33314 Mac: M+)M-7mal FAT:(w„4�-m7 TAFhODN R0 S"O.0 1/4' 0 1' PANE (SEE f ON SF TAPCON 2•X4". R O 6' O.C. PLA PLATE YiALd MOUNTINGS SCALE 3/8=1- OiJ3T/40SI@ B51L` 20-175 ORNINC Nr (VAUD ONLY FOR PANELi;1 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAIL "A PRESSUREDESIGN10 (p.a15 MAXIMUM WHORE SPACING FOR MIN E.0, PER SCHEDULE BELOW APPLICABLE 1, TO SECTIONS M,.xh 1 ANEL PtENGTH (R) MAX A.S.O. or"P PRESSURE (0.6-i-) RATING AU7GAHt1:1 ANCHORS SPACING FOR MIN E.D. PER SCHEDULE III BELOW APPLICABLE MNQMIJM PANEL (n-) TAPCON SCUD -SET FEMALE ID P � 7AMA0-NNLM CAltf-Il TAP(bN SOUG-SETFEMALE 10 p� ZAMAC-MAkNi CAUf-M m m m m m m ,0' OF THEM tq m m mm >+85-06 +75, -75 ,3' it' i3^ 1r tr 73' tr it 1S' 12` f3' 1 ) 5'-6, qP IE 47�•'� +77R-Ilan Ir 5` 73' 40 i/2 iS' 6 1/r tr 6 t/r 7 1J2' 5 IJr tr 4 lj2' t (TOP) 8'-6" OR LESS Ir it" it 13' tr Ir 13' Ir 1r 127 it 10' t (BOTTOM) la' 0 1/2" 13' 73" tr Y 1r 9' 10' 7 i/2" Ir 6' t (BOROY) 13` it' 13" 13" -1r I3' 1S" 13' 73• 12" 13" T6` 2 iTOP) 13' S' tr 0 tj tr 6 1/2' tY 8 tfr 7 1 r 5 1/2" 13` + t/2` 2 (LOP) 13• it" Ir 13' Ir Ir Ir 13' IY 12' tr IO' 2 {BD,TOM) 1r r t3' 1r it 9 1/2' it S 1Jr to I/2. 7 1fr 1r '8 iJ2" 2 j@orrom) 13".. 1r 73' iJ' t2' lr 70' J 13' T ,3• t ' 3 7 r r 9 2 / 1J a12`tol /. /2 �a /3" Ir 9' 3 (TOP) 12 1/r 2 1/2 a Ile 8 1f4• 2 1/2..2 1 - - B 1/4' 6 Ile 3 (BOTTOM). - - 2 1/2'12 f/2 6 t/4' 6 Ile 2 1/2' 6 1/4- - - B IJ4' .6 1/4` 3 (acim I 8" r a' NF" a^ C ds:° 6 i/r 7' 5` 8" - 4 f/2' ; (lt�) r 3` r 5 1/2" T` 3 ,/Y a• 4' 4 1/r r 6 9J2•..7 If2 4 (LOP) I 8` @ B @ (BpftW) 6 e iJ2 @ 6 5 1/2 r (BgT1gM).. 93" 11" i3` i3^ 1r Ir I3" 13' 13• i2" Ir TO- 8 ) 7.3" B 1K Ir Ir Sr 9• 13` N' 7A" 7 1/2' fr it` IJ• 1}• 13" tr 13` ,r 13' 5 (BOTTOM). Ir 7' Ir it tr 8 112' 1Y a 1/2' 10 i/r 7.iJ2" 13' 13" it" it la, tr l3" tr 13" 13" 12" it ,0" 6 (T5 13, r id" 0 t tr $ ffr a3' 8 3/2" 7 iJ2. 5 ff2' Tr • lfr 5-(TOP) - - 6 T/4" 8 #f4' $IJ4' B If4` - - - - 6 IJ4" B i/4` 8 (ITT,") - 6 IJ4" 6 if4' 8 1/4' tl Ile 8 ifs• @If4" - 8 if4' 8 Ile 6 (BOIL••) it 7 ifr 13' Ir 13, IV it 10" it" 8' tr 6 I/2' t (TOP >5,-Y TO 8-0' fr S' 23' O 1/2 it 6 t/r 13' 6 t/r 7 I/2" 5 tfr IS- 4 I/r t (TOP) >54_6• TO Y-6' 13' 1 11r 13" Ir 13" 10 1/2" it f0 1/2 tt 1/2' r 13' T I (BOTTOM) Ir 6 YJr t3` Ir 13• S' 13` 9' 10" 7 a/r. tr r 1 (BOTTOM). 13" 7 1/r 13" 13. 13` to' 13, TO' IT* 8' 13• 6 TJ2` 2 (TON)- 13" £ it q iJ2 73" 6 I/r tr 8 1/2' 7 1/2' 5 If2'. 13' 4 i/2' 2 (TOP) 13' 7 lIr 13' it 137 10 i/2 it t0 1/2 11 i/V a` 1r 7` 2 (BOTTOM) 13' Y 13' 13' Ir B 1/2" 13` 0 1/r TO t/2 7 1/2` 93` 6 1/2' 2 (BOTTOM) 7 I/e 13' is, it t0 I/2` 13, 10 1/2 17 1/2 8' tr Y 3 (1(P) 13' 7` 1r 13" la- B 1/r 13' 9 1/2" 0 1/2 7 1fr. Ir 6" 3 (TLP) 72 i/2 2 ff2 S Ile 6 1/4' 12 1/2' 6 1/4' - - 6 I/e 6 1/4' 3 (90TTPM) - - 2 1/2 12 I/2 6 Ile d 1/4- 12 1/2" B t/4' - - Is If4` d tf4' 3 (86TFOM) 3 1/2' W 8' 7 i/2' 4` e' 4 1/2" 5' 3 1/2'. T' r 4 (TOP) 7- 3' 8' 5 I/2' r 3 1/r 8" A• 4 1/r 3• 5 11r 2.I/2` 4 (1-) r 8' (BOTTOM) 8" - 6 tJr _ 8' - 8" - 6 1/r - Y 4 (BOTTOM) Ei" 7 If2' 13" it13' 10 a/2 13' 10 I/2 11 1/ B' it 7' (TBL') 13' 6 1/r Ir 13' Ir S'13, 1r to" 7 i/2- Ir (ILIA) 7 t/2" 73' 73" 73' 0 7j2 13" t0 t/2'11 ,/2 e' t3' 7' {B0ITCTM) tr 7' 13' it 13• 9 t/2' 13' 9 1/r IO iJ2 7 I/r7 I/2' 73` f3' t3' tO If2 lr 9( t/2 11 tj 8' lr T $ {ttP t3' S' 1J" Ir 6 1/2' t3' 8 t/2' 7 1/2' S fJr - 6 9/4' 8 1 4" 6 1 4' b 14'. -- - - -- 6 t/4' b if4` a 8O1T:x•) - - B T/4' 6 1/ 4' 6 Ile ,S 1/4' - - - - e 1/4'.. 6 1 4' 8 !") SEE SHEE,' 1 t MR ANCIWR3 TYPE a S Lam TOR mmuJogN6 INTO WON fm w MAL06Mffi. • kNWOW ANCHOR SPACIM ISO MN8IW EDGE OS WCE AN INDICATED ON THS SCHEPAL MR ED. LESS TWA INDICATED ON SCHWAS Rolm ANCHOR $PACN6 BY MULIPLWNO SPACING SHOWN ON SCNEMU BY THE FOLLOWING TAC70R& FOR THIS OPEMT0 N m BE P05,i1NE. ROXICED SPA W 08TANED USING FACTOR SHALL ACT BE LESS THAN I.AMN SPADING IIWUM FOR FACTO ANCHOR I"E ON no $04MULL TYPE i. 4i ff4'4 t/4'6 1/4Y 1J41 //4". S,FGGa S6Ia-Nos,` 7AY,C-1kAN H:tuL-N MINA60N ANCHOR SPALpp (In.) 3 3 3 3 2 1K S to MNMNME96Ewimm MI 3 3 iK 3• 3 3 tK 3 NTTANti RAM 0= 3 3 t/2• x ,jr 3 t/2 3 t/r 4 ALMA. ETXE mmwm ) - FACTOR g , DBE NiSa - - 0.50 076 ** SPA.dNGS ONLY VALID WHEN SPACER R USED SEE T 7 FOR MAX, AS.D. DESIGN LOADS &MALL PM&L LENGTHS WHEN SPACER IS 1AX. .TROTH DAMO N ET 12) 3ECTII N. R-_AA O REGULAR PANELS Q j,I E SA TY PANEL W( Li 1�10UNTINGS Li 3/8.Y SEE SHM 15 A f8 FOR ANGI10R8 AMGIRM ITS[ 1f4Y - vom TYPE & SPACING MR NSPUATIONS On WOOD FRAME 8110,09" 1414" ANCHOR AND kNAILM w14WN. ANCHOR S4Mwm (a) 3 4 e". N1„mNx (HJ ••WANttIA4 rpe4pyp d64A (ANT 3 EDGE DIMANCE ARE INOICATED ON THIS SOKIRAE OAR E.D. iffiS ikkN i1WMATCO ON SCHQDULE REDUCE ANCHOR SPwNO 3 AOBML IDES BIATN� RYd011 9Y MIAtiPLYNO SPACING 64K6N1 oN SC Hmme Ff THE FOLLOWING FACTORS FOR THIS OPERATOR m BE POS9191E, REDUCED SPEW MAIMED U3Rm FACTOR SHALL NOT BE LESS THAN 4ef 3" os5 WON" SPACING 1: TM FFR1 EiALH ANCHOR TYPE ON lH8 SCNmHx c 3 1/2• TABLE /1 A A.S.O. bE5lGi4 IDAD MkVMUM PANEL LENGTH 40 PSF OR LESS 6'-B• > 40 PSF TO 50 PSF 6'-2. > 50 PSF TO 60 PSF 5'-10" A MAX, PANEL LENGTHS ARE ON Y VALID FOR INSTALLATONS W/ SCUD SET ANCHORS & W/ @3 SPACER AT 12 1/2- O.C. NO. 6 1 sI",;, i No. 44167 STA*' mag6 Erem. N . If TEOF s tOR 1LI O P.E Sfllf9QNRAEAM NurrIcons ii a 31 24 GAGE GALVANIZED STEEL STORM PANEL .ORAL PROTECTION PRODUCTS, LL AGOG s.W. 51 Sf"W WYW. FL. 3D3,4 pflow. A54i8076M RR: (04Wm-0747 +r. DAwAN Br, 67/3TJIWM W70 20-175 OR:1•N0 IL2 INIQ MOD STRUCTURES 1A-- 4i f" WOOD HEADER W000 HEADER L.. / 4 + TAPCON � i 4'4 tAPfAN - \ L1 - 49'O.C. A jI OB�•OG. ACHOR V ? i j 3 (I ( 21/e , ti 1J2' 1/2. t 1/4^ VAX I 5.6: can w EXIB,1 1 t f`F-2mf' i t A FA ERGLASS r t 7 If I 1 d.0C11, CAW T-47 B N IwAx u_ I 1" MAX, PANEL LENGTH P LENGTH p I B` (SEE ELEVATION R 7 (SEE li ET 1mf u I ON SHEET 12) " ---- f ON SHIEST 12) f fl 1 min. i j Ra`---•' ' ANA 7 1 10"—SEPARATION. 11 'U G1747• G i GLIUSS. i L/ 6' 1 � e nn I E0. i • tz Vl' oc I I I e FA. ._....._�._.�.._.m.�.! t \ I k rX4' WOW- .-gLj-- ' WOOD MATEPIATE t MOUIRED 1 L Ii - REQUIRED I 1 } a Iles PARxvATE PLUS {,.ti ' jfA'4 PANELMATE PLUS [ ANCHOR 0 12 t/x O.C. I ANCHOR 0 12 1/2" O.C. i ) ti it ALTERNATIVE RjAW ALTERNATIVE R-3BW O REGULAR_ PANELS O LIFE SAFETY PANEL 1,HHt/I1NfWAIWy WALL MQUaNGS � SCALE 3/8-l'Eise t 44167 � FLORIDA BUILDING CODE (Non Hi h Xaloc Hu cone Zone) °�'O tE''W 24 GAGE GALVANIZED STEEL STORM PANEL �'n, z STATE OF 1. INSTALLATION ARE ONLY VALID FOR MAX- A.S.D. DESIGN PRESSURE RATINGS (p.e.1) AND PANEL 5 pr f IL ECO INC. o7/rF/>m6 COR c GLOBAL PROTECTION PRODUCTS, U.C. PINE LENGTHS AS PER ELEVATION ON SHEET 12 Shy 'S/ON E m m� 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD A� !Y wr. 3Lw. 6c, a. xAE�WLmw 6n6eN, n msA TO BE SOUTHERN PINE No 2, W/ SPECIFIC WMINIMH4W\ !ff W..:, : tm6N F+, ow 4n-r6t: PHome (r )"o'-7 6: rw (04)m-.er67 20-175 MEMBERS m-Mm . DENSITY OF 0.55 OR EQUAL PL BEWf&pM,TFFjM1E rMltm°\-o°°67 a PE NI:. ...e. .¢ ... w mn� Aw Wa 9MRT 19 or t6 N C � _ C� N U N CD_ O 0 .� Ca V -0 n- � Q c O 0 � L O LL Cn E O Qi 4 L .� V 4JJ 04 w tv � O t- L PW 6..i @V 3 aA d C2 Q tt3 m LLS a d = 1= w Qa % E � o o. w 3- O w _ �� :..J:._ :It I.-.I.L__li I I>11ill LI;!II:lLa. lull r::li _.._....II I I I I I is - r i Tr SHEET NO. S H 1.4 EZ//19, EZ1W/1s ANCHORS ' .": `T-(SEE SECTION EZ7 k M11RN4ATME IEZIW ON SHEET tea' rI Min. = XA9s. ' ! (SEE NOTE 2) W SEE '.J(N i i ME 2) 9T• 3/16`4 ALUMINUM ''1P ri1VET # LAST PANEL(3) TO i INSTALLED AT EACH OPENING SHALL ALWAYS BE 1/2` O o e O D d o O a o # I ,. # PROVIDED W/ REAR HANOLE TO FACILITATE BWAL,AT#ON IF INTENDED TO BE iNSTALLEQ PROM INSIDE OF STRUCTURE. i i AWRYp : (T). - E-Z HANG STORM PANEL VfSTE.N (ENQ PANEL), (INTERIOR PANEL) ((INTERIOR PANEL) . ' (INTERIOR PANEL) (END PANEd) � CONS#ST#NG OF -L +'Gast. TRACKS TOP & DDITOM. SEE NOTES 2. 3, & i j I + .SEE NOTES 2, 3, 4 i f E y d I I 1 a` (2). M PANELS SHALL. ALW>ti BE CONNECTED TO BOTTOM TRACK 1j} OTHE#ii715E +a Sir. BAR (')) SI+ALL BE = AT TOP OF SUCH ii PANEL LENGTH PANELS. " i j.. * # ". '� * 1 ! '• - i. '.:i.__. i e 4/- 40.0. P.s t. I I. (a), IF END PANELS ARE. CONNECTED TO BOTTOM TRACK, CONNECTION w SHALL CONSIST OF 1/4"a-`20x3/4- NS. W/ 7✓6'0x3/32'.. WING ! # 1 S TgD PANEv.'S ts/ 7/40 20x1' ! 1 THUMBSCREW 1 1 OR 7/4'eX3/A' biNn= INTO TAPPED BOTTOM S.S, iTCtl<75 Yt/0 B EA. OVERLAP TRACK, LO i!ON dSf' FASTENERS MAY BE AT OTHER OF TWO 1 t (SEE SECTIONS As. APPLICABLE) I EXTERIOR FLAT F2ANGES O' ENO PANEL. _ 1a ! l_. _ ^ L- -1 L3 s or i , (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO 90770M _ . ,:�.. ". - m � ! TRAGIC (i:0. A STOP' BAR 4S ONLY USED AT TOPj AT LEAST TWO PANELS SHA.L BE CONNECTED TO BOTTOM TRACk USING SPECS a ! INDICATED ON NOTE (3) ASOVE. IN SUCH CASE, CONNECTION OF. J �_LI J Li iJ1L L_I d L ILL,.tJ L' j-,',',J Sj_L1..i,_i PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. s a o a.. ,,s a" abx ! ; 5EE NOTE 4-••- a,., a• M1P. I +" WOW 1 I, SE£ 1` MIT, t irt`STALLgTIONS ONLY VALID FOR WIND TE 3 'S,.++R/@ NbTE 3 4 ANCHORS SPEEDUP i0 170 m.P:h. (SEE SECTION E21 & A47EFOATN7E EzIW ON SHEET EZ, EZ11/18W/1dt TYPICAL ELEVATIQN FOR SESIE5 20QQ E-TEM( ) SCALE; 3/32"=.1" 1� 1/4" Mw4, GAP •.' '' ;; : 2�Ea7 VAtl£Y a ECTIOtd A-Aclerrli �d nt"'ui SCALE: 3/32'-1" lilj�'vy �,•`�'��„�• y End � ry FLORIDA BUILDING CODE Non LO h Yeiocl Norttcone Zone) D. 4416T ': z Flo iurca, eu 24 GAGE GALVANIZED STEEL STORM PANEL 'a ECOaDi;L08AL PIK?TEGTION PRflDt1CTS, LLG'awe STATE 4iL. 51 1111M �Nqd q N" MW4lM yffi q. L 8,M w4E, n a131420-175 40";; Sw+bl pY-sNP. %cc : {xo! a9f-a3a1 Mt+1fR; P384-T°14Sy t:W iR54LRm-ETaT �.sP,u ifAf �� YlYtb M14nYal1 WR a4, iwell/hY - wNr r,10100 Ri^ Yt4iYB.E. il; l;a 'E -:ru rn-1M WIrE'157 Cr 1JI .NNnto" WAATERr'A,9 ENGINEERING we ENGiNEERiNI3 EXPRE8E0 PRICTDUGT EVALUATION REPORT September 16, 2020 Appli cation Number: 17 8591 EX Proi eat Number. 2011543 Product Manufacturer: AR American Shutters an d Glass Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 24ge Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Eva/uatlon: This Product Evaluation Report is being Issued in accordance with the requirements of the Florida Department of Business and Professional ReguMon (Fdarlde Willing Commission) Rule Chapter B1G20-3:005, FA,C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show, compliance with the Florida Building Code Seventh Edition (2020) and ds, for the purpose intended, at least Equivalent t to that required by the Code. Re-evaluation of this product shall be required follov4ng pertinent Florida Building Coda modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCt1M ENTS EX drawing #20.31543 ti0ed'24ga Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)", sheets 1-5, prepared by Engineering Express, signed 8 sealed by Frank Bernardo, P.E. Is an integral part ofthis Evaluation Report. 4 TEST REPORTS Uniform stable structural Wctura performance has been tested in accordance with TAB 202 test standards per rest Teport(s) #BT-ASG-17-001 by Bltcirwater Testing, ine. Large ale Impact resistance and cyclic leading performance has been tested In accordance With TAB 201 and TAB 203 tact standards per test report(B) #BT-ASG-17.001 by Btackwater Testing, Inc. s STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based an comparative and/or rational analysis to qualify the following design criteria: 1, Maximum Allowable Spans 2, Minimum Allowable Spans 3. Minimum. Glass Separation 4, Anchor Spacing 160 Spat 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM �ENGINEF RINGErrPREBS..ODN ENGINEERINGEXPRESS,COM E NGINEERING f - ` Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowahie stress has been used in the design of this product, Separation from glazing is not required for )nstaltabcns outside of wind zone 4 and esseldial faciffies, impact Resistance: Large Impact Res has De e V previously Pstanca end demonstrated as evidenced in Lou fisted test. r s iarNi Is � rope rNa eportt ) y accounted for in the engineering �desi9n ofthis produc t. Wind toad Resistance Ttds product has been designed to resist wind loads as indicated in the span schedute(a) on the respective Product Evaluation o Document . engineering drawl 9 � g 119). Installation This Product shall be Installed in strict complerve with its respective Product Evaluation Document 0-0. engineering drawing}; along within components noted therein. Product components shall be of the material specified in that products respective Product Evaluation Docomerrt 0-0. armine wing drawing). Limitations I& Conditions of Use: Use of this product shall be in shrict accordance with the respective Product Evaluation Document (i.e. engineering drawing) -as noted herein. AR supporting host structures shall be designed to resist all superimposed toads and shall be of s material fisted in this product's respective anchor sL hrta, Host structure conifto ie which arc not accounted for In this product's respective anchor schedule shall be designed for on a aRe-speodde basis by a registered professional engineer. All components which are permanently installed shall beprotected against corrosion, comamins4on, and other such damage at all times, This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ), ItespeDt&r11y, tK WC ryY al�ry x Frank Bennardo, PE ENGINEERING EtPRESse #PF0046549 j Cert. Auth. 9885 160 SW 12r" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA33442 (954) 354-0660 i (866) 396-9999 TEAM* ENGINEE RING EXPRESS.COM ENCINEERINGEXPRESS,COM s nS:Ya�,Nt QA21'i 57 -. „-rlhHi � TNG[ YtK v% UEL aiPh w_':;c .I t.. , 3,5ywL„2u +'rNc ea>B L 1 '": r :xrnar,u 5 yl,t, 9 nt•n> TYPF. Utl 4n ,.. r Sn rr v. v, > Mr r"' -u.;. w",r f Tw w J., N R L n!A vlt .R IL D x "=3 W CL.J3 1 i r l4 ntn TN"^ � 'par :. R,a.,..x ... ID' r.. N fa• 7Sr•.•t : ail t z z (iM1 FF I. H_ r R f � 6-if ., r lJ. �P al l STa E i O.tS t:iT U) W 4': 1 1:' L i :IY y f✓ Nth ffN H fi YN=, LANs ! 4V L: Aw_nnnrEeuabour. 4 u < t W L _R YO r MOI1FATtt1G EXTNJSiONfi - N.\., .t:. MITI, N<, M F Y1� (tDl TY F e CC A YC S'I. ` TTI`t-k-y`Y `'il Y^>t F Y lit Jl � d I"IJ.AtL�: i'1i9 Ws.. a U J SF� n :.TWtY Rs full CRL1NG/ROORNOUNT SELION. •rvR lDretiLswl L .r 'S1<I3 :. 31. .Y, T:-,n' ::,X w ra�oo- r vra urw 1. rl-.-ra arc 1 YII x avv Trcc H D I " .I >IP 'I RIi L !i:• TILY-' 4, o LLMOUt 9- t rr :CTip i R R.:1.rT. it fit K l A -1 r, il GSf:i M v EANE f} ISL A. r.,A31Y,. 41 ti4J.i: =. v t r ;',-Tar �`'T-�-rrl rF•� � e_n. Sir '.i�'.IIJ r•t. '.nt ro.0 wW. :3' & :ii : dXy `... m>NmT'N � tt a'e I YVL MM1Y YAAY rr- . b..m : 1U] ✓Mi lv, _ „f i'14Nf1akE.: • y W _i TI.CL Ir Ya ctW.Btw+ti UR a. !t l_..It L � � ..t-Iki.11k: �, .r• ,.ELT, e, aJh tN� i � 17!!L ShE fl_, GU.F s......, rho i & w Ida. R ,. +., JN 1 x IS .1 Y 1 rlli]+o A �• T mmeNrFmKieftwit N :' ':.. IA"'RLr]In1nr•L: Cirr rn;L.rYO "' ,"JlMr'Y 2031543_ " .n::OMIONAL TOWCOTrOM CLOSURE R AIL. J' 2i �1F 1 ILL E1 C 1 T'"'JPs:y V3 `L > l L WC3tG TE � _L, • N' H y�y : 1 1N(:fl nlNl it IIaN : LJ^'Uk! � •k' I"H#.YjNrNH.I Mt51141 Tfi.Npn i� ,. 14'Y TAPC0M LOCTt ' i ANCHOR m 12" o.C, REOURM 1 1/4"s TAPCONI f 7° #14X1" HER HEAL 79X TiO4D 4 1' "` 14x1' IBIS HEAD TOM O 12" 0:0: PROM REA48RE0 ? �y1 i"'�� tt 8' FROM ,ANCHOR DO64` WE OF Ile NU I { • a f%t` QC 1p _ _ AY 0t. 'I }. ; . _1fx' EXISTING TGE Ip NdJIANJt%'d. POP ;.. TO GLASS. k "-7+t.UA#INUX R#'. i NANEr ; 1I4'+-ant=- a„•a_'"„""b i IV Do MAX.MAMo:' &3. a0CT8 w a l . Tl*'y a # PANEL LENGTH iM 7X "'.,....,...«»••..>."",.`-#. PANEL LEROiH MSAaN.19 tl # i? a GIA55� i ' i Id"'-SEPARA aUMBSOW TO . y I A To CLASS,. # OP,V 0;pv pN j j # m 7� ?>/4"d TAPOON ANCHOR �1/4"A TAPCON ,,: .. f,t 2"x4" WOOD Lr ANCHOR 0 12' O.C:. NCRETE OR jj i I LATE '� OOtrGRETE BLOCK ..Ji�L-7_..�,. i.1' REb1NREQ REOUNYFD. WALL h=h EGtON Elf -EZJW - SCALE 3/8-1" SCALE 3/8-1* OarIlrYNr �.. ...........' FLORIDA BUILDING CODE Non High Velocity He one lone 4r M PANEL LENGTH -... fl, 44'! ,w 1. INSTALLATION ARE ONLY vAL10 FOR MAX. R S Q, DESIGN SHALL t4£ 2'-8" * : * # Xmcto urn P 21 6A# GALVANi2E0 STEEL ST0ii11 PANEL PRESSURE RATING +t/- 40.0 pz.f, AND 6'-0" 6tAX _ STATEO T��.�rrwr,�r�1,� GLOBAL PROTECTION 1 P UCM �,. IIT PANEL LENGTH, . LI L3E c LIP il/e. PAW- rRux a.. e1 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD :: a Noe.. , .., xr• • Rw, 3tR a. w> 3aI. Y1wd. uM n. axME, tit. SP#4 yp��� 20-"175 W/ SPECIFIC Pty..... * MEMBERS 70 BE SOUTHERN PINE Mks 2. gi Wmv G1MD 4rtl-i6]C. Av:DMI.4n:"Y9A "cAiI tS4il81w'r448• €AK (04A^".-amr S1 1 ( `111, DENSITY OF 0.55 OR EQUAL, Aw +o: Jwr 4M X, N #'IntHXpb T,°o-. A.®mM .- JNr:j?RATE rc r senn ra OF is '. ALL AMERICAN SHUTTERS AND GLASS L �49� GALVANIZED ED STEEL STORM PANELS HVHZ & NnN-HVHZ WIDTH UNLIMITED P T SPAN tERP 0 PANEL ) TOP MOUNT(CONN TIP. TYP&A5. D P,E4 ) SECTSt}N9 OPIYONAL >i"-Za STITCH. " 60L75 WETH WASHERED WINGNUTS FASTENED w,w A1YE1iSAP5 0 MIDSPAN (USE. AP A SPAN iAELE" PROPRT TE ) NN Url: tY `r� Lm4x (SPANABOVE -OBSTRUCTION). 6OTTOM AUNT (CONN TYPE AS REQ D) -GBSTRUCT#ON > _ -r (LCCAFIONNAT VARYI'.:: : - '-0NY N` MAXIMUM ALLOWABLE DESIGN PRESSURES; a PS NOTMIN DESIGN DESIGN NOTES: SCHEDULES N POSITIVE 111111 NEGATIVE DESIGN PRE55URES.CALCULATED POR USE WITH THIS-5 STEM SHALLL DETERMINED PER .204 SEPARATE ENGINEERING IN ACCORDANC';t' WITH THE -GVO DETMEIWDRARERET H RGENT:AD CHAPjTER. ` 1 n L6: OF THE LD SUILD NG CO E L II LESS AN 09 F.. RIL#1 I.. R SH TH OR E UAL TY3 THE POSLTNE QR NEGATIVE QESIGN r 5x, O - - I W s «" E? _' Y P'R' T UE ,. LISP : FOR ANYRE : CL V. L ED HE S.0 ECAPA A,..S REIN. O ASSEMBLv' AS SHOWN, <, r ii» N II �Q1 Y GENERAL NOTES: : W L, HH[I5•SfECIFffATiAN H1i9' EEN OE9IGNEQ ANn SHALL aE PABR& TEn IN AC64RD.5NOE WrrH THEaE'¢UIRf6ENT59P THE`FLaRiaA 6U7LDING LbADE v1 8 1DNr 61 S+ cal AEiTSMT1ON,.t0FOPR15E 50. 0 AND OUT1.10 aFTV9LGPER i6201202 AND 03rROTOO§COiITRACTORSHALIVEHArr r BEEN USED IN THE N NAXIMUMTESTED BOTTOM LmaX 17: PANELS SHALLBE PF_RMAN EN'rLY Li6ELa2 b+!$THA MtNiMUM:AF(L}LABEL. TYPE AS REO Dj (`.+PAN BELOW OEAS REq-q) pERiVERIN FEEr;{aNTAINING-THEPOD,OWINGINFORMATION AI.CAM ERICAN SHUTTERS AND GU&% OB57RUCTiCXN) OPR:DNALY41 -2a STITCH BALT5' I"IiTH WASNERED WEST PALM BEACH, FL TA5 201. TAS 202 dTAB 803 '>-}GRIM PRC UCTAPPROVAL NUMBER: PANE LSMAYBENOTGHEDA5REr¢UtREO, PROVIDED THAT CONNECTIONS RND ANCHOIZR ARE U5El7l4HICH SATISFY WINGNUTS FASTENED/ SPANS: ABOVE a BELOWO9&TRUCTJON �VERLAP�C MIDSPAN'ES ',III PRIAT£SPANTAH�7 VISIT ECALG ID131643, $' � VERTICAL MOUNT ELEVATION F R9 3 R c' T r I 1.4•;, �� 2 NOTCHED PANELS Tearr3�NEaeINSEXPR�ScowsT'aRE r. ' NTS'. ELEVATION faaavaWnoksl+una-RFrRkttssnero cea NE ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE` 24 GAUGE PANELS MINIMUM ALLOWABLE SPAN SCHEDULE mug Y Mo' � I I 11�riRL�CiI�IR�Mii s� I IGitG�1ry71E:aflmRr�mlmo�if�dFa�iF�R! REWR1R[7i IFkEa7��siRi17E�� ■EENESLE ' �E' JI iRt��iE�iiE�liiRr°IsaEEiliEl " NRRRL i�N - R�iI�RET1EiI�RE'3�I�Ri�RRE'�Ei �itRR p '' IIE�IIR�E�i' I . ����I��i[R�➢i�IRr'ixlfIIiRe311 r ' E�EE��dE:r3i "�1ifRl� I I . �R1Lil[�tREIRIiEAtlllRi E�EZ"is1E�E10� sei R Tti' IE�RE51i�i , Ii2:ailQiliRii1R#r�IRE:�Rri�Ri137i i Fs"�lEa7�E�1��E-�..�IIE ti I A. SrtWYS PmweN NRX£0.AE:MrfaKiIMALLQWARIREPA.N5 NA5E4 Uri A5Y tA4PtlinfiY{pNFM RInYllati tf� CCP.DmGM1S PTTCP trot BOTrW4, PANEL LEMGM51fi� Ti4Nu T"fGSC NOTEa IN TAEtffi AeiJVE AREi�T �. 2. ENo 5FVARAT#N Rom GLASS IS ADQUPPEp W"m FANEL. L nwH is tiRE nR nAN wTw`T0.i4R A55P4CT1VEMDWa. NG MB1NAr#0M R@OVR. 1 NLOU1 MOUM1K§1N'rA8lE A9Cifi. r'S141 CL4'1541R`r5 Aii8NVP V a srlrActtasvRes RS�u R4D Sr#auT +vYeA- rtAarmReDwatTo PanxeaTtaxfac7M GlassPbA a+eTaiL'r' q >15EDAetEHeP3M.2$PA 4WiTte 52100La5k 8N62'S4a P: 88r}M 11iM Ruaft: CI FAST 12.s ak b. cc 5. Y N SNIMUM USIA`GaNE 11 OFTMP 41'r1rlNALTtW ink CLOSUABS..PER i"4ImA SPA # r. EOTkW EPR^nNci;Pet pEFAiI't5'j, USING ANY MOWTTINO OrlkanmOw 5aWWN rN'FYIESE.rrNAW1MG5. M 2J yy N s 'd q 'Ro PNICL.lN.57ALALS: ( N FROM iNaERtcrt y C AOAASEwr w Y Ru+vrrx+.,aa,"t,vn ocwna n GLASS SEPARATION NOTES: o' t PANEL) dN T4004-C k 1. ENTER SPAN SCHEDULE W1rN POStTTVE aGN LOAD TO DETERMmE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED, aOrraM ' . 7- -SCHEDULE is RE'¢UIREO FOR use WITH POSITIVE LOADS ONLY, : 100AN TAB XS INTERPOLATION nk'TWEEN. LOADS I5 ACCEPTABLE, OTHERWISE USE Next HIGHER iLmNR1 T As f EMeE©. LOAD.A �Yna U 3, FOR INSTALLATIONS OUTSIDE OP THE HVHZ AND OUTSIDE OF eSSENTYAL cgNN TaPEAs IWO,a FACILITIES IN ASTM WIND ZONES 1 THROUGH 3. THE t>LASS SEPARATION 5CI4El5tX'E 15 NOT REOli4RED AND NO MINIMUM SEPARATION FROM THE Ex15T7N4 caNCAEm. 1. It^ D3 SFaCT✓ 11iET FOOT M OPENING. R: WEO. :»aut1W' Oac ak -.. VALUP MIS& N A14HO O wDpb /tiM4SN6 sL nnSOCING ireYLtE - K+A$^nS PANEL. OPTIONALGRESS PANEL DETAIL OPT ONAL INTER= FASTENING DETAIL aR FAST> N1N� L. N.T.S. MINIMUM STORM PANEL SEPARATION FROM GLASS MJHZ "OZONE 4 & ESSENTIAL FACILITIES. PRESSURE i StALLATIONSILESSDESIGNALLOWABLE 9'9NSTALLATIONSGREA HA3A DW84VEGRADEr pSF R i SP naX AN t ( l I r3D / I90.0In : E3 5.ii6 n 1 21 n i .35 $3n: WM 6II6U 2161n _ ill � 2.36iei �y7{j +/AS .. 13eain _......, a06 in a.t61n . _� 1. fSD 3.3D4 In. 6A6In 23�in /-6TT tgb,alN 1112 11 2351 .X3 .Da in. 6.C9 G1 2.531. •85 F :e 6n. E,11 in 2.72#a t ,7"0 f.. 36A '-1n _ 6. all 2907rt $ + -72 1 ?7 .Din 6231rt 298 En rluNNo[NNnNbo rc' ., PE"a Ib Nr GA4 ?r9e: ' 2 990' 2.2 i a;2sa D a9a i`' D,C60' .. J142P3iVUX 0:094" -I'0 O94" `,� a 750 p�,.iY00.:11.r. 625"' Q,094" o.� , sd -` sJ all.. 9 as GA -$a 4.< T ' 0094° N TYP,.: T'u7,. TYP m -03 0094" av W2 '� i�1 fwFr n A N ,N a,D52 f? .i �_ k.,y Ofl .. ,. 1;930 i.:930. '..S�L� 0125 i V] 0:375 a6 D:ab2 2 . 80° 24 Z.000 a00 2so z -.l w $� 030. � gg 2,R)Oa ,. .2 i r9 LL11_ u. d ,.. r ANGLE il�P LIISURE.. - 121": 1.390 rs�'M HePnEa. 5 ; I# E �.aulLo-Our u'. wEADai �}j-� � � a �P'i�!'€_' I"T' a' jt g'� � ®'.. �. .4r8r N1'i is i rI' N 1, 390' MAX ,31.'I ., 0176". 0.313" 0 i ,36 „ 7r. . _ II'u "a'..fr55 DX9.,, :4,654 �,:- 6.55' :0.350 La07 g133 i ,� F OLT3.... 0.196 �•- ";. &. i I Be Vy. „ r'�-t3.50D PANEL COVERAGE - - �L }_._.. - ,. OIa 17. 54 ty 14.575 PANELLENO .�'a. h S IIA , ca. r DmEcrtori MAYBE a.065 O.Op �0.:7LO 3 T- f 2 Y O,pgO�cwrR"IaI 0.215 .2J5 R0,135 (/) TYP. TAP° ,l W F. ao5a• o,�ao° ossv t 9411L8-OUT'C -'TRACK.. ���..,,''�F•• �IRRpp��X,, N7,Ey TR,LCX ram, _,,r . �- I(T,�. � fY 11PACR `.� lw�Or Ai��IT :.r�1�.E7XAE��WANSNEft �: ha:3rs" f qr zsss^ i. X tit U, J 11f T4 I� d ➢uccTtoti OL ly- �: x ti±L: , -Lli it �L-3:DOo'D.F2 ERBEU RE/�• b r. Fvrea x _z 'ryp ANGLE - 1NAtlN rEMh7i0FD1 � y. h yy TCP ;' Y.000° s �f JkI k:t, Il>irid. tJT a OVERLAP, 11 ft.25' MAX. z :$ MAX CORNMC-69UAE ➢ET,0L. L - ' •`• ,, fill Se� 0. +w=+ O.1S6"-T rJ Ir )v.rne /25'.N7AX :,. MAX. Err nr e c OF rT fY ... -. t 1 OSSTANkT NE' ,... I J f {}A lktl iM: Ls, J rnirrr rr h'r .i00-" J F s ll L EMIED r. r „ f LEAN �', i DET ...I �l t: rE•UP» 9C FSF EB BCi1 P"A y,S� OR OVERLAP vxNi,+.iurci. 3,820",�'a }, Sou MAX. :..nl lil.nl❑Nlntl tltNf.AEUr InI $ /l MAX: ttqq gg T 9:' ' 1. aa" 1 . V tr .. ,. ", � ::. .•:.-.r:,-.. MIN. S.E00" n;P v ea 0: 4' PIAX ' I MLN IA.'4L o CR0.FlFR.:La9URE DETAL[ T NBED 33 h ■� b k TRAP aRUNTCLa51JRE bEFA2L. a rryIrT a K e ❑} rorrNanrwatteNMlmPe y - 24-31543. ANCHOR SPACING SCHEDULE: 24 GA UCE PANELS; PANEL FASTENERS C 125'.O'C.. E'er sm . ° MEM 9M®1�1 ® " E • ���� � EIS EMI - mumm HMEN M= EMMMMMMfflMM1MMWWW - • E� !I. 'I V; FEW P�r Em=MMMMM EEC R»F4� ® i RFC®R�RI®® BEEN / y / y i / / ✓i / f i am m � 13ENI mum ' I = �[IETME EM EI�EM BME&iEm�E� !� , ®' sm EM - EMI EEIEcmim IMMM EE91 r?'axxM rlgf4n u..naAsa rn+iah.> f" d m N O V a 4" EDGED DISTANCE ES ." e .t ""DESIGN ANCHOR. PRE84DaE rn E My FI W 11[in k A :IM JX'-11` tire. Jrl! I I I CONK TYPE' Ci.. L2 C3 Cd CONN 7ITE C7 [2 C3 C 4. Ce MN TYPE {3 C3 C4. {3 4' 1/ N 2" EMBED 33 IA( U-NtJ 4 Y 1 46 52 7 2 L25' 160 160 Sp 4` 12,5 16A 160 7S:' 12 S' 18,0 160 67 1z S' S6 60 ➢ :8 b 12 'i 16:➢ 15 bi": W 125' 3H0 14e 6➢' t25' S6A' 160" 75 12 16..0 147 60" 12.5' 16,0 14 60' 7 1Z S" 1 5<' A 1E C"18R 3 S0 147". b9" bb 12 S' 12S Sb;➢ I 9:9 i474A" 47 0` b 13 S" 125 16.W 14 ]' b➢" 1C0 147 8a a 111.1 U2•LM➢{D. 33 WOOD SCREW 41 #e . 52 72 L 2 5" ] a' 6 6 1 0 10 1 1 2.5 1 8:0 L 21 7 0" 12 5' 6. 10 8 b 2' 1 0 L25" ib0 Sa.1" 81 i2 S 1 8:p 97 58" 128' 18.0 L 2 5" 2,5" i29" 19 0 12 0" 18.0 11.1" 16.09,8" 7 b &4" S.b 12 6' 12 Y 125" 1 fi:0 SC.II 56,0 @ 5 6':' @ S8 5.511 66" 5`6".. 12 5" 12. 12.5" 16.0 16.➢ fl.E 5 6" 114' Y11j.4"-[MBU 33. TAP CAD'CFAY - 41 41,12i5" � 52 TZ 12.5" Y6,0' 16,0".. 12.$.': '. Si.S".16:C'. JOIZ1. kY.y' 380" 138" 12.5 Sb:p &'?": 3215" 16.9" 9.21' 169 1 14"- 11- 16A 4.1"-'.. i25" 16;0" 9.11 12=5" LZ:5" 260 SO•S" 18 O' 9.' 1 I2.5P Sa' S 1b:➢ 9 L" sL 12.5 1z 5' 16.0" A1" 38,0 9'1" 71101 5(11. EMBEF) 33 AH VI)INI!+NNA1.ti'-. 41 Vf D BUSHING 48 . 3 �LL q�X�X S 72 t ,8':' Sb,O` A. -P 3' 12.5" 15:5 12. 5" ISo T,q' 59 1 3.5' 12:5" e 1 12.5" 13.4 ,9" .SAW" 61251, 12<b" 14.2 55" d.T fi2S' iI 7 4 4,7 033 123 4,7 4➢ 6,35 12:3 4.T 4.0 52S 1a.3 4.T 4A' 3 W M i N• i �W U t 3 W P d C .S «. W <w uL .a a� a C . ) a �N N ,x 9 s pp Y N , Y a W O V, Z Q A P> Mel �41 zt .ANCHOR NOTES': x � Q$ 6 Y�, S N C/) CB > N U N 2 +'' 3 O N C CS CU O �- .� v M M C 0 N Co 0 VJ CD �^ �/`'�^v cD O .� W Q 4%A c O_ 6> Wj S W O 1 Y ®_ N LC O s O w � CV � d as as E c c L3 .2 3 ro 3 i y N .f7 c.T w • C • � C3 Q � N >a E � O (W WW1 W rYYrirM U) •0 i U) 11� CD .�i U C 0 V W t� v co L M W Q Z Z J l2 SHEET NO. SH 1.5 ,--