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HomeMy WebLinkAbout6605 Bar S Bar TrlINDEX OF DRAWINGS SHEET DESCRIPTION rClSHEET �J No. )AUG 2 9f CS COVER SHEET - 1 FIRST FLOOR PLAN 1 SECOND FLOOR PLAN Y 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 MAIN ROOF PLAN 6 FOUNDATION PLAN MONO 7 FLOOR/ROOF FRAMING PLAN ABBREVIATIONS 7.1 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. PowderRoom ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air - _ SN STRUCTURAL NOTES AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAID or Rad. Radius SN 1 DETAILS 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 — — _ — -s — _- — — — - S3 DETAILS AHU or A.H.U. Air Handier Unit FR DR French Door RECEIPT Receptacle— S4 DETAILS ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing S5 DETAILS BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required S6 BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room DETAILS 3 BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round ST STAIR DETAILS 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 SS RETROFIT DETAILS Q BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector °O BP or B.P. B ass door GYP BD or G Bd. Gypsum Board SGD Sliding Glass Door D1 SECTIONS &DETAILS N YP ( ) YP• Yp 9 — -- - -- AN M BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves D2 SECTIONS & DETAILS U'' C Carpet HDR or Hdr. Header SHT Sheet -- - WP WATERPROOFING DETAILS a CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower cn CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights PA1.0 PRODUCT APPROVAL NUMBERS CJ or CIJ Control Joint HORIZ Horizontal SPECS or SPECS. Specifications PA1.1 PRODUCT APPROVAL NUMBERS a CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir o CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) pA1,2 PRODUCT APPROVAL NUMBERS o COFF or Coff: Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square PA1.2 PRODUCT APPROVAL NUMBERS COL or Col. Column INT or Int. Interior STO Storage 1.0 COMM or Comm. Community K/WALL or K/Wail Kneewall SW or S.W, Shear Wall rn PA1.3 PRODUCT APPROVAL NUMBERS N COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine 1i CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar N ry SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL i CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered HURRICANE SHUTTER PRODUCT APPROVAL W CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken SH1.1 _ - -__ Q D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL 00 DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry ----- --- - -- -- ----- — - -- -- - 00 N DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate SH1._3 HURRICANE SHUTTER PRODUCT APPROVAL LO DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring - ca DEDorDed. Dedicated (outlet) MFRorMfr. Manufacturer TRANS WDW or Trans. Transom Window LAI SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL 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 oDMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless? oted Otherwise ----- --------- ---- - ----- DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) J 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 o DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam MEAN ROOF 15 FT. HIGH TYPICAL DWorD.W. Dishwasher OPNGorOpn'g. Opening VTR orVTE Vent through Roof Exterior FOR SINGLE STORY HOMES LO EA or Ea. Each OPT or Opt. Optional W or w Washer ELECorElec. Electrical PC Pull Chain W/orw/ With MEAN ROOF 30 FT. HIGH TYPICAL CrELEV or Elev. Elevation PIED or Ped. Pedestal WA or W.A. Wedge Anchor FOR 2 STORY HOMES EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EWorE.W. Each Way PKTorPkt. Pocket (Door) WE) orWd Wood THIS DRAWING AND DESIGN IS VALID i EXP or Exp. Expansion PL or P.L. Paraliam WDW HDR orWDW. HDR. Window Header FOR 12 MONTHS AFTER THE DATE IT EXTorExt. Exterior PLF Pounds per linear foot WHorW.H. Water Heater IS SIGNED AND SEALED OR WHILE FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet CURRENT CODE IS VALID FDN or Fdn. Foundation PLT HT or Pit. Ht, Plate Height WM or W.M. Wall Mounted (plumbing fixture) Q FG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) CODE REFERENCES ARE SUMMARIES o FIN Finished PT or P.T. Pressure Treated WS Water Softener OF CODE SECTIONS. i FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) SEE FBCR (CURRENT VERSION) FOR v PLAN REVISIONS COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors 08-20-15 1. 0 NEW BASE PLAN d is the intent t thdocuments Designer/Engineer fisted in the trovidi g 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 t� % y review all the information contained in these documents, prior to 22 12-08-15 2.0 FRAME —WALK REVISIONS) the commencement of any work. The Designer/Engineer are not o responsible for any plan errors, omissions,or misinterpretations EVE010418 3.0 2017 FBC UPDATES �./ t �O undetected and not reported to the Designer /Engineer prior to —— gl � 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 08-23-19 3.1 ENG. REVIEW FOR 150—C MPH Office at (407) 880-2333 immediately. No backcharges will be i 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 12-19-20 4.0 FBC 2020 CODE UPDATE agreement. y Control of Construction Site : 11-29-21 5.0 ADDED ELEV KLM PER C.M. c- The Designer/Architect and engineer of record (EOR) have no o control over the construction site and shall not be responsible in any manner for control of the construction site including, but not Jlimited to, scheduling and sequencing of work, jobsite safety, and ventilation of the and LZ the indoor air quality, or orthe effects responsible for thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to 11110M protect, without limitation, the residence, construction site, C=) 1E INI INJ J% materials, or equipment, from moisture, mold, fungus, fire, N theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before o construction, during the construction of the project, or after o construction and the Designer/Architect and FOR has no duty to o take any action or preventive measures to protect such property a against any such peril at any time for any reason. cV N Care and Maintenance Yearly maintenance and inspections by the builder/homeowner N are necessary for the future life of this home. Care must be taken c to check windows and doors for caulking, remove leaves and 2889 A 1 1 KLM 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 0 home without proper maintenance. 0 N 04 4 9F+• O o® `C- .� P j LO cc LL 6C \� --CL r, O O C: U +� ¢ L �! ^co > �? LL 0LIJ CV N O N ch CV r NO 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 8 Q � EE '. O R U N oo J ,+ C Y CD m J U. 7�aD R t W N �i ,Y 0 0ILW cnt rt � J W a N O LLrl r-, V Y J U LL a. Lu z O(Ln GZZ L oX O WJ W ��O J co NZIx 0 U0JNO DD❑ V M V Z N M o g z z o J n In ^ Z a c 1 VJ 0 (fir 2 LL � Ca W O �Nco W o U W J w E �i 11 willL U C, c o � e ®0 N -i o w Mw M ¢ p z Q E E OV =o o ¢CU }o z® oa o o o C O N X aF z ao Q O� az � �z Cn C oo OLL Z - C)�o J ° aw z U1 U) ¢ og Z z go a c� �� _o uw �k a� �3 ?5 C)wF O o a co oa I r 03 0 .` o = E > L0 LOrn LO Q c� a� C)J Mo 0 Y r o m VJ m � MI N 00 Ln 00 N Q N M r E m � � N iri N o Z Z E o ro a E i� 45 °' ¢ o JOB NO: 22-02396 SCALE : AS NOTED SHEET NO. CS 3 rn 00 N L0 v 0 0 rh 0 to C'4 O I N x rr Q co N 1.0 v UI 0 0 M 0 0 J to M 0 I LO L C V) 0 Q Q1 c Q N rn v a 0 0 S L v c c N a> O U 0 C)I N U .o d U i y I i 0 v J tz N O M N ci a 0 d N M 0 N 0 0 Cn Q m Cn 58'-0" A J TYP @2 S3 S6 STORY VERIFY METER LOCATION WITH BUILDER 15'-0" t H.B. I rb� 36"X60" SHOWER R&S r----------I VERIFY LOCATION _____ - - - - - F I I I = rn M OFIBERGLASS --- CID I I I W. 1. C. I W N ELECTRICAL PANEL I TYP K I GARAGE S4 I I I I N w � SURROUND 8"-8"" FLAT CLG. 1 O BUILDER TO PROVIDE i OPENING 1 ( CARPET I 2" 6„ APPLIANCE PROTECTION I I 28 8 ■ TB I I WHEN REQUIRED PER FBC 21'-42' I 1 I I 14' 9" 3'-4'! 3'-4' 5'-0" 7"_7"" I cr o OWNE 'S SUITE °a f i - - ; °� 3l 0 2 CAR GARAGE 1 O I I 1 1 g 8'-8" LAT CLG.PATI1 , -- I 8'-8" FLAT CLG. AFF I I I C RPET 2968 B.F. - F. i 8'" F iAT LGI 2668 I I w I I TILE2 SPF G I I W I I N LINEN, I 5 SH o 2Z @ S3 I I p16" DEEPlir PJIBA N TYP @ 2 STORY R&S I J I -- -- T P W PLUMBING LINE T K I I I S6 u- SECOND FLOOR Q L � O HANSON BOX S3 I I I o @ 36 A.F.F. I 1 l l t I I I,1 - U +42" SLOPING io 1 U DRYER VENT -`t I WALL 10 HALF WALL I C7 I I • -THRU r ILE--�1 00 OPT. D 9---- ---- � I ----- I11 T I I I I LL I I LL ■9 CN I 8 1 12 0� EDGE OF SLAB 2" I I I I TILE _ - - WI E 1113 BEYOND WALL �NOFE:FINIS I" ----- -_-_ 1'-4" SH LF 1 5 6 - -ED_-_- ,_ . 14 WALLS TO BE FLU H. b O N 8 5-- -- ----- 15 L2868 CC S3 VERIFYIN FIELD. T _ 2 S3 - = - - 16 - N D S3 o _ q 3 PAT I O FLR. G.T. N - - $' TICE - - ( C-Hill' 0 1 1" Z-0" 16'-42 4" 0"" 5"_8"" 3"_4"" T-112' 19'-42"" N o N A T i� eo (3) 2X4#2 SPF W/ I o� LOW WALL OR ��N NENTRY 3oss w/ DTT2Z @BASE oo " zI RAINING PER SPEC. d' �_ �- --___a_-_ -� I '-8" FLAT CLG. A I F J I � H DR AT 7'-4" --------- o ■ �..... - - - -- - FA I LY R M i r i a FLR. G.T. 4'-0" 8' 8" FLAT CLG. CAFE d I q - I AHU NOTE: FINISHED WALL CARPET "� 8'-8" FLAT CLG. I 1 _ IL I TO BE FLUSH. VERIFY ly FIELD. TYP @ 2 STORY 1 co CARPET El 706 FLEX � Ili 8'-8" FLAT CLG. S6 I ■ 1 i I 80 I I D.W. I - 5- H 16" DEEP "N PANTRY CARPET o - _ I c%> I I M I?I `n I �- - LO N I uJ W i -, -- ( - o r 1 N N B 10 N 26'_32" ---�1'= 12'-44"" i ■ - 4, 24 24 i 24 2 b" 1.0 rr I °o LAC LID 24 PAD e ----- ------------- 5-SH O T. REF. 16" DEEP-! _J H.B. 25-SH A O J TYP @ 2 STORY S3 S6 22'-3" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2 X 25 4 S.H. 13 20X381 18,X374 S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20X63 187'X624 S.H. 16 20X72 184X714 S.H. 11­12 27 114 X 26 26 X 25 J S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11115 274X63 26X62112 S.H. 111-16 27JX72 26X711/2 S.H. 22 37 J X 26 361 X 25 112 S.H. 23 37 J X 38 J 361 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37JX63 3671X621/2 S.H. 26 371X72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 52 7'X 50 S.H. 35 54 X 63 52 ' X 624 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" (A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 GO 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 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL IIIIIIiIIII BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING 1793 SECOND FLOOR LIVING 1103 LIVING TOTAL 2896 GARAGE 437 ENTRY 26 TOTAL AREA 3359 PATIO 24 1 INSULATION REQ. LOCATION EXT CONC WALL EXT FRAME 2 x 4 FIRST FLOOR PLAN - ELEV-Al EXT FRAME 2 x 6 CONDITIONED CEILING I GARAGE SEPARATION SCALE: %4"=V-0" (GARAGE / LIVING) R-VALUE / TYPE R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) R-11/13-13 KRAFT FACED N � p cc (c 1 Y` cz C < ? Tf L >' s W♦ a Z > s:. C z J) O ,O U - C ¢ M L �. >>a pW' N 0 N M P To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �f W 0 00 E �k r+ N ffico J LL 0 5 LO w w tk LL W a M aN U)r-- r'! LL w M V a Y mLLLL a W J O Z -O - ; K L°av 3:0 Q; .tt.. CO C, O ~ W =@Nip tl' O J W in�pj6' a ¢ Z IL LLL L a MZ m(n0 z N U O U w ❑DO z N t7 0 0 Q �7 U) N � 0 � o 4 LL LU � U 0 w oUft N � .3 N �Y U L.0 F - E i wigz w c ¢ I° o �Q ti o Mz w co ¢ o z J QE o o z ,o Q� Z® ❑a co 6 F- x� &Q �0 o1 z O E Nw ao Qo Ez i ao m0 -2 m U) C - a � 0. � F J m ° az rn 0 CL 3 a o z z a0 w �3 oLL MJ O V O r z¢T�i d O- 0 C O i. > U) rn cC0 Q 0 CID OM � MO � O Y Y 0 0') �I N W Q V) N Q r cN ui m � N vi N o z z E 10 m �° ra EL U 1 Q p JOB NO : 22-02396 SCALE : AS NOTED SHEET NO. 1.0 rn of 00 co CN L0 L0 00 00 C'4 LO L0 21 0 C) 9 L0 L0 C/) 49 C-11 CL E E 0 0 E2 CL 9 0 LZ CN CL CN 04 C:1 S14 C-4 Cn SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS REQ'D @ END OF LANDING 77 BELOW HDR. BEAM�- PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP STANDARD (3) 2x12 MP34 OR LUS26 HANGER ON STRINGERS w/ 0 Z EA. SIDE SIMPSON A35/USP 0 1 MP34 CLIP TO Z MASONRY OR WOOD WALL, FLOOR SYSTEM OR Q� SEE PLAN LANDING FRAMING 0 IL 2x8 #2 SYP (P.T. IF MASONRY (2) 2x HDR. Z :5 WALL) CONTINUOUS LEDGER REQ'D @ END OF w/ (3) 16d NAILS @ 16" O.C. MAX. LANDING FOR LU TO EA- STUD. ((2)1/4"X3 1/2` STRINGERS TO TITENS @ 16" O.C. MAX. FOR CONNECT TO MASONRY WALL) Ile 1, Y C? 60 GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH nn, n" J" PLYWOOD @ LANDING 12 11 C- 10 9 2x8 LEDGER #2 S,YP w/LL1 (3) 16d NAILS TO STUD @ 16" O.C. STAIR CALCUTIONS: TOTAL RISE = 10'-0 314" (16) RISERS AT 7 9/16" 10" TREADS w/ V NOSING 167 15 L 14 137 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. wl SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER. Lu 2x12 HDR. w/(3) 2x STUDS AT Z EA. END FOR BEARING -STANDARD (3) 2X12 0 STRINGERS W/ SIMPSON A35 0 CLIP TO FLOOR SYSTEM 7L6 - 1x RISERS (TYP.) CONT. 5 HANDRAIL 4 3 2 THRUST BLOCK SECURED TO SLAB wl 1/4"X3 1/2" TAPCONS @ 16" O.C. STAIR SECTION_ SCALE: 1/2"=V-0" CONT. HANDRAIL-/ RETURN TO WALL DETAIL. (:A) SCALE:NTS Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth-, The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's,leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 1/2 inch. A nosing projection not less than 314 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1112 inches between the wall and the handrails. Grip -size: Handrailswith 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. HEADER SCHEDULE MARK HEADER SIZE REMARKS <e>(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2XII 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4- LVL 2.OE Fb=2950 (2)-2X4#2SYPW/1/2" Follow Q/S4. See Plan for RAG FLITCH PLAT . E 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 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 81-011 2x4 SYP #2 16" O.C. SPF #2 -011 9 91 1. 1-0 L(*)>91-011 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.� THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 S.H. 13 20 X 38 J 18 4 X 37 1 S. H. 14 20 X 50 J 18 17X 50 S.H. 15 2 0 X 6 3 18 -1 X 62 2 S. H. 16 20X72 18 4 X 71 S.H. IIH2 27 1/4 X 26 26 X 25 S. H. 1H3 27 1/4X38J 26 x 374 S. H. IH4 27JX50i 26 x 50 S. H. 27 J- X 6 3 4 26 X 62 1/2 S. H. 274 X 72 26 X 71 1/2 S. H. 22 37JX26 364X25 1/2 S. H. 23 37 1 X 38 J 36 4 X 37 314 S. H. 24 37JX50i 364X 50 S. H. 25 37JX63 364X62 1/2 &H. 26 37 T' X 72 36 4 X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73JWIDE S. H. 32 54 X 26 524X25i S. H. 33 54 X 38 J 52 J X 37 J S. H. 34 54 X 5 0 J 52 J X 50 S. H. 35 54 X 63 52 7' X 62 S. H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40X59 N/A S. H. DOUBLE 39X59 79X59 NIA S.H. SECOND FLOOR PLAN - ELEV-Al SCALE: Y4"=V-0" r-'�n�r,nl Kintme R302.5 Dwelling/Garage Open ing/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 1-318" 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 R302.1 1, 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. 6d. 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. M 1507.2 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. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 (b) +28.3 / -37.0 +26.6 -29.1 F +26.6 / -33.5 SEE SN SHEET SEE SN SHEET 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 WALL LEGEND 11111111111 = MASONRY HGT. @ 8'-8" A.F.1 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 "All' FIRST FLOOR LIVING 1793 SECOND FLOOR LIVING 1103 LIVING TOTAL 2896 GARAGE 437 ENTRY 26 TOTALAREA 3359 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACff-D EXT FRAME 2 x 6 R- 19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED 0 ('14 Lo 177 > 0 .0 C5 LU C14 C14 C.-> cli To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Ronda Building Code - Residential 7th Edition. Engineers signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. C, V) 5) W q, E co INA 4 8 9 Im- NEW tm .-j c: LL- WIN 0 5 ,�o Z �12 0 Lu cq o u- a - co M LL LL a. LU = _j - - 0 - - Z = Z ia 2 - 3: 0 0 = M c, 0 1- 19 E & X 0 -J '0 c9 _j W oo W (n < < E Z co d Z -J Ln c" cc 0 0 N < IL d Z 3 W El El cl) (o V) :.-' q) (D 4-1 7E 0 Ln Ln u) l.k. map C) u) < Co C> cc",) z og z c,i E z z< a T@ 0- 8 E D mo < uo c8 E D cli < c c c c o' z, 15 o , 5 - C) .J c:. 'o CD Lo LO LO M < co C:) J C0 C4,f) C) C:) U) 0 CD M < 0 (D 0 00 04 C) LO 00 04 < Q -r- ce) E 04 i6 04 0 M Z E 10 ca C cc IL E 0 0 'D L) -J < a) JOB NO: 22-02396 SCALE : AS NOTED SHEET NO. �, -1 1 -TI - I 3 Q 00 00 Ln L0 a� 0 t� 0 Q 0 J to I •�') O I N K Q 00 N L0 Q 0 Cr 0 0 O J cc M O I L0 0 47, V) O Q rn C O 3 tE Q cV a E E 0 O c J r O V v c U U 0 U i 41 0 0 U J t� N N M N 0 0 CV cV O M CV CV y0i 0 0 N Q m 0 W O t\ MIRROR O \ X 0. BATH VARIES, 2" LESS THAN CABINETS BELOW �0 ��o � 0 0 BATH 2 O M KITCHEN ISLAND a cc KITCHEN OPT. REF. KITCHEN INTERIOR ELEVATIONS SCALE: 1/2"=1'-0"11K lip, NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS tv— 00 LLO ) JB MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD a z 24" TOWEL BAR TOWEL BAR IN a w ON WALL ABOVE TUB OR SHWR. rz TOILET TOWEL BAR a ON BATHROOM WALL MEDICINE SHWR. 00 � VALVES w o CABINET TOILET C° SOAP - PAPER C° o DISH i HOLDER w z ,� z Q _ Q r co O > CV CN > � M M M M M N LT _ FIN. FLR. BATHROOMS, SHOWERS AND TUBS SINGLE ROD 42" H UPPER CABINETS � 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS � OVERHANGS THAT EXCEED 12" MAY � REQUIRE A SUPPORT � BRACKET 36" H BASE 0 FINISHED CABINETS- 0 COUNTER TOP— �� 30 H BACC: 00 LL L0 a C° O 2x d. 0° FRAMING r- f— M CO 1 /2" GYP BOARD — r FIN. FLR. CABINETS - 1'-2" rIN O0 � N N - FIN. FLR. o 0 00 2x P.T. SOLE PLATES CLOSETS /LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" ca Uj C. -Lu � 0 0 LrIL IL LO . EL a4.1 min Ll- E 00 ) 7� LO C M 00 co CN o cc N N O N M N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r F o �E w�mp� N 0N N 007 # LL Ia, lV N � E J � y 7 � aO N # �, W N wr` C a rn 00 00 Ln 0 cn 0 CD 0 J to M C I N rr 00 N L0 L v Vim) 0 Q 0 M O J cc 0 I N L Ln 0 C cn 0 C Q C) N a E a 0 c C C J ti 0 E C U 'o a U i z y I i O 5 J N t7 N M N ui 0 0 0 a N cV O 14 N N N 0 V) Q m Cn 8'-0" RIDGE VENT 1" x 4" SMOOTH F4 r z - TEXTURED F1 12 TRIM / BAND 5� I I 12 �5 i ) FLASHING --------- ------ T.O.P. HDR HGT. EXTERIOR PLASTER ON FRAME I 1 1 12 25 SH 25 SH 2nd FIN. FLR. — — — — — — — — — — — — — — — — — — — — HEEL - - - - - - - - - - ----- _ T.O.M. _ _ _ —� uil. — — — — — — — — — — — -- I I CJ / WEEP N 111 F HDR HGT. � � _ I 3 I ONE I --------------------- 5 1 �_ F1 12 �5 r_7 ao co N 2" SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED - PER MANUFACTURERS 1-8 SPECIFICATIONS GABLE END VENT — — — — — — (:DSCALE: -011 ILL jI Iu1 1"x12"SMOOTH FLASHING 25 SH TEXTURED TRIM / BAND CJ / WEEP ---------------------------------------------- F5 F1 D F F1 1" X 8" SIMULATED WOOD FINISH 1 �� 77� �� -I � FRONT ELEVATION - Al SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS 12 SPECIFICATIONS ­, 51 /7�7—_'' -------- --------- 4,RIDGE VENT SCALE: 1 /4"= V-0" 12' RIDGE VENT LEFT ELEVATION - Al SCALE: 1 /4"=V-0" 6" M 0 r 1" 1" 2 COLUMN DETAIL 6"01 ;2"L 4" -101 OfSCALE: 3 DECO. CORBEL T.O.P. HDR HGT. EXTERIOR PLASTER ON FRAME N ti 2nd FIN. FLR., T.O.M. _ HDR HGT. FIN �IW 00 N• General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-V crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 �Ao 00 ® C C co O L. v, O.O U :! Ca L o I.L t N N 0 CV N F 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. CD v EE � � V ON N - J C J 0 ,,.� w a UJ rn�t N M V' LL se \ 0 N W W a Z 2 Z 0 @ v o 0: - - co M 0 W W a (b c rn ¢¢LL Z LL Z co N ClZ W y O U O U u W ❑ ❑ El M � Z 0 C, N Z n U— V) Z N a W o W 0 N �N W � o loft U W — 6 J _ E t 8 z U c ¢ (1) W O w Mg o Z � J U_ ce ca O U Z a� W Z ) V `� Z 0ca a� CD & � az 0 Wz W 04 L o ¢ o w m C` O oLL Zvcn _ H �z 02 z 5° Q w�a �yW- '0 'O ozr =k F- 0o Z �O oa E o3 E2 > Lip L f `n o, a O CT O Y U / n W m }� W C5 LO N M r ui m v; CV N o Z Z c E Q E0 �' m c n 0 J Q cc Q J JOB NO: 22-02396 SCALE : AS NOTED SHEET NO. 3.1 an y a rn co co LO L0 v C, 0 0 0 Z. to rn N 0 1 N a 00 N LO 0 cn 0 .c 0 0 cAD M M O I N v C Cr_ a 3 tR Q N 0 a E m E 0 C7 v i LZ 0 v vv C 0 UI iu 0 i U z I Y c O U J a� N O N N ti a 0 a N N O M N N N 0 a m rn �loo bo Mlsfi M• T.O.P. HDR HGT. EXTERIOR PLASTER ON FRAME 2nd FIN. FLR. T.O.M. J HDR HGT. _ — _ — _ FIN FLR 12' RIDGE VENT 12 5[::� 12 L 5 i i oo i 8'-0" RIDGE VENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS --------- T.O.P. 1'-0" s 12 EXTERIOR -- _ 5 PLASTER ON -�-� - FRAME FLASHING 247 2nd FIN. \�------------- FLR. 6-0" — — — - 13'-1"- — — T.O.M. ______ HDR HGT. — EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 �5 25 SH ___ FIN F SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 12 �5 d- REAR ELEVATION - Al --------------------- --------------- RIGHT ELEVATION - Al SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior 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 V 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 Flash'ings 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 CIQ 00 N ® cv ; ., . cmu00 t1 �a ® c:"�.: t _9 f is = rk•' C N \0i 0 0 C U Co -� ®W', CV N N m N N a _ w To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F LO v E 10 ti O M c o n ik � CO N Cb CO 0 LO ��2 st LL w a M Q v3r,i o J w QjMR u- a Y Vi �n JU_u_ a 5 0 Z 13 zlr Q: rm0 0 0 5 '� N C_D IL' O J W 0 05 ¢ ¢ LCC) Z a ,N MZ =rn0 U U Z W Z N C7 � o Z N Z n J r N z W V o j� ('6 w m V w 8 N �y N U c w M n 1 °"••. =ice = w U o N C U)14 Q tml O CID w CO z 3 a UL z o 00 > QN z 4 Q 0 E 8 1— (600 H w= ¢o oa 0 Z It o ¢¢ <o 0� W �p <o z m� o z0 Z Zr J ° Z z cn Cl)o a jo W a 3 � �� a �w xF ao oLL w� ,— �3 o wa �o o z� QT3 a= o C O 0 i > Lo n L �--�.LO CIO I— i O 00 O r Y U co �I N 0) 00 ii Q LO N Q M r ui m ;✓ 3 N ri N o Z Z E 10 c a 0 � Q p � JOB NO : 22-02396 SCALE : AS NOTED SHEET NO. 3.2 Cm rn 00 00 LO Ln v rN ..qo 0 0 O J Co M I N Q Q) 00 cV L0 LD 0 (n 0 O 0 O J ra N Q I A L0 Cr V) 0 �v+ C) CQ N 0 i d E 0 2 C J N LZ O v v c U y U N 'o U i z N I Y 0 v O J 1z a N ti 0 0 a CV 0 N U 0 Cn Q m cn 2" 1 iv M 2" N co = tO 1^ VARIES *NOTE: FOAM TO BE USED ONLYWHEN REQUIRED BY ^ COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" SIN N _ 12' CAP 1"RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 1 -54� 1/2" RADIUS 1"=4'VARIES VARIES11 Cl) M "a MIS rIN CAP N fD 1" 1" 1'_p" N o _ N 21" 2 12 1 1/2" RADIUS VARIES VARIES —IN 4" 34" 4" c'Na �I7 ' MT 1" 1" 31, � L�� I I I (V p0 rIN 3" — 4' 4„ '�`'� VARIES 12 2' 2, 32 11" 32 1" 1" 1.8aa 1" 2 1/2" RADIUS BASE CO � BASE 4 , • CV j I 12, *NOTE: VARIES 8" 2" 3 FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OPENING 6 1" - 2d • - 0 fV 1-1/2" THICK 1-1/2" THICK 24n _ 'la y.4". 101, 1 I T 10" 6" iv 81 _81 Tri co __ IN HIV M 4 f„ 2 N 2 4" 3- 6 2n 2- N w > w FE > _11 M 1-1/2" THICK 32' — 2 -4 1'-10" 52a 1 5 52a r241' 00 =IN _ ^� 4 54" � 1.4 3„ 12 r, z - N o N M VARIES VARIES iaa 2 w \LL J M r (V 2211 VARIES VARIES r4" 1 8" iv i FV 00 � Rs6 rD �M 32— do 3., �1 �Q �ti 2 44 KEYSTONE F11 b OPTIONAL T TGARAGE DR. OPENING 4" 00 KEYSTONE F11 OPTIONAL 3 , 74'34 3 4 4" WINDOW OPENING •O INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" ro R447., 2 VARIES 2" 00 1 " j— _ � ct• NOTE: •FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" T-0" 4" 101, 1,_4" 1 011 14 1'-6�' 14 CV 12' 54„ 1 12„ 54„ 7 � iv (V 1 1 o i iv N eo o v 1 " 1" R'70" 12 N� O GENERAL NOTES: M � - • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 5 a d O o ' ) C ._ ", . . , a, fo' :2:7. N S-t'ti F .ice p 0 4.-W CV N O [V C' > 2! N O is t x 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. F Q O M 8 00 N O N J 0 LL. '+ V O w 6 CC) '7 � N - J xk L,` W d CILW LL LL �r Z _ — ate Y i WU) co j '@ N (fl u O J Z crQ ¢aa d N M Z O U Of D 0 U Z W ❑ ❑ ❑ V M o g Z W QNN z o Q Q v J n- N n V ! Z "OCz Ch o 4­1 ro cn W O N �N w a C N r— C6 U 111 J U o C U) Q N m 0 •Q C> o M w M o U_ c E E zo o'0 <o � > as Za °Ca X� ¢ ¢ 00 O o E O It a� W O a J CO C pY "m 0, ZF a) Qz Z fn ai F 04 z ao MEN 2- V ¢0 o w _� Qo aLL o wF -0 Io njO CDzl< d F 00 3 C , o O i > L {) CC CC '^ m m CIO (6 CM � Y O O 1_ rn U V ! _O � /� `0 W CIO r }+ 4—J �I N 0) 00 O L0 N Q M T W Y N �; N o Z CU Z � E 0 `° c d E U JOB NO: 22-02396 SCALE : AS NOTED SHEET NO. F1 3 x rn 00 N to v o- 0 Q 0 0 J th O I N Q 00 N LO Cr cn 39 .S 0 OC:r 0 co M 11) CV O I N L0 to cn O .o i ytT l.. 3 tz a cV CV N 0 a E H E O c J N L� U 0 c U i N CJ a� 0 i U d z CX CU v i O v O LZ N N N 0 0 a cV N 0 M N S m cn 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. UNDERGROUND POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 17. 250.94 —/ 150A/200A INDOOR PANEL CENTER copper to lights & outlets copper to 20 amp ckts 2 copper to W H 3 copper to Dryer or 4/0 SER Alu CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: to AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER tlz�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 j WALL SWITCH $3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN 4wo EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �9 PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER _CL ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH DI III n1:0 15'-0" 2' AS SECS -ENTRY /I / I 21jVTR / / I � YIIC 3" 21i 3° _a ' PLUMBING RISER 'IN SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER MAIN FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" T�0 O ' C7 � ^-� X 00 t� CM N f ' Y r t, 0 0 - W N N 0 N M N CV 0 � d9Jf 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. N W a U) v E CO CD00 co �R N 0' N W # LL di u7 y d war-- - w - M Q 13 N h N CaLLLL a- w � J - — Z � Y = s o o�� 0: � �Nco 0 O0 _j W ��°,rn dCo< Z U0 IL _j a N M Z 0' N 0 z OU U�rVi> W U Z N M O 00 Z O Q o Q J d ui r � z o Ucn W � O N W o Ly N f6 Ensh t— U W J O zIto, = L N U O U) � 0 W a 0 sm o w M coo� N ¢ Z J u z o w oLL z 'o zp oa ca O UO :5 U �o 7 U 0 o M N ¢z o �d0 wZ N i f U NO m g o Z , Z QW 3 O� zo �U a OLL a N W W U oz =3 �O J �F yo � �Y w� M aF Ov 0 C O >Lo '^ w / O DI U ME O 0 U //1 � m .Q N a) 00 p L) N Q M r W m N iri N o Z Z :3 E O r° a.0 E J Q J JOB NO: 22-02396 SCALE : AS NOTED SHEET NO. 4.0 I I 'tllll �ii ilFli Dui: i rn 3 v a 00 N LO v cn� 0 0 M 0 J co M O l N S Q 00 00 CN LO Ln 21 v Cr a t`7 O 1.0 0 LO LO 2 v crvi- 0 ,a a i LO-t Q N N C E a E O 0 v CD J y L.L a V 0 U i y U a� 0 a`. U a Y C O O J ti N 14 M cV G.1 0 0 0 a C*4 cV N M C cV 0 0 a m zn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANELCENTER NEMA1 150 AMP/ 200 AMP METER MO 200 amp 150 amp #14 copper to lights & outlets #12 copperto 20 amp ckts #10-2 copperto WH #10-3 copperto Dryer or 410 SER Alu UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES : Typical 150-200 Amp Electrical Riser Diagram REV. 04,06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12.. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY L DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER PE)W. WEATHERPROOF DUPLEX OUTLET `,\ F.I.GROUND FAULT INTERRUPTER DUPLEX OUTLET FiF HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH j3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE FIN 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 lO EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1-9 PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 10 ELECTRIC METER w_ ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN A I" CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G 7 J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ------------------------------------ I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I{ I I I I I I I I I I I I ( I I I I I I I I I I I I ( I I I I I I I L----------------------------------------------------- UPPER FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=V-Orr C) -; (,:. l Y'- ' co C 05 31 ;7 ;P_� r 9� ®.® 0 t6 -0 - ' ,.0 Li ) N N O N C`7 N N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n W � v E o C, mn xt J C LtN WC J M D _> _ W N W r- r- aW a m y LL a Y a _j LL a IX 13 Z CLLW 0 cWO —3�'� y W=0 O0 :ECRU Ni J tD a' OZ J Co a LO M Z W cn O N p V V�cVn Z W ❑�❑ Z N M O 00 z � � <c U7 V ! ^ , �6 C W 0 S:J O 4 fa w U w t— _ E 4 Q N I� ti o w z Ch 00 Z< rL a. E E ® o 00 > aR zm ca 176 Xo U ar �O 0< O E N It o <o -Z rZ z '0 ¢ Cl) C: _ C U o Z '< Z U) J m fn N < oa Z Z go �Z ) 2 =F 'S O .Z wF z3 yo Mj CO a 0 C O i E Lo LO rn Q W c� CID O C:) r o m m � �I N 00 o L N r cN ai C`V N a z E E 10 u) NCo c 0 ci _j a o JOB NO: 22-02396 SCALE : AS NOTED SHEET NO. 4.1 it I 11114E I. l i uu 3 v, Q O) 00 N LO 0 Q' C/J 0 Q.a 0 15, O� N O I N -Q N L0 Uc') q 1.0 - a a M a N I Ln c Ca v� L H Q N CV N O d E FT N O C N / N Lz 0 U vC, c U G7 U O / U CL N y Y C CL O 9 r7 N 0 N N ai 0 0 0 a c� 0 P M N N v 0 m v' I ATTIC VENTILATION CALCULATIONS - Al 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 ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 0.0 Floor 16 15 2 8 1 4 0.0 0.0 0.0 (Zone 1) Main 4.0 2.0 Floor 1080 1037 148 518 37 259 336.0 60.0 276.0 (Zone 2) Upper 20.0 0.0 Floor 1166 1119 160 560 40 280 300.0 (Zone 3) 300.0 0.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ZONE-1 ATTIC SPACE 16 SQ. FT. ROOF PLAN - ELEV-Al SCALE: %4'=1'-0" Attic Ventilation Attic Ventilation to be incompliance with the Florida !Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)19 = Linear Ft. of Deck -Air Needed) C0 cN 4: cz ," r O \ f J) 0°. o co �— _ ¢`�Ci ®U!, N N O N M N N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 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) ti W E00 O M 0 N_ Cos. 4t ci N W ) LL N rn r_ L LL w a- Qajm, n..Y co LL- LL rL LU J O _Z s @ v C) O o O OC 0,m�J C O ¢a a W to I I QZ 00 LL ILW N MZ xrn0 O C) 0 _j U) .1 ❑ Q N M 0 0 Z M CO N n Cn0 V) _ rL `IJ cn w C3 @ U� O w o L'i Li.! J I y� � C) =O N O N 14 O w M 0o0 c z LL� Q E E Ov z o Q p > z< Z B tj o � _—CL O❑ RaF o O4 CD OE N Eo wo ¢ .o z L • (a U5 C z r U m O O Z N m Q W fin J a ° oa Z z z gz 5 a W U a 0 a o� .N O U i L / LO /-\ V co j O O O U 00 co Q I O N 000 LO 0CN CV N Q M r E m N 3 N a Z z vi E O ca E 0 c 11 J Q p J JOB NO: 22-02396 SCALE : AS NOTED SHEET NO. 5.0 3v+ -v x rn LO LO Cr C V) 0 0 KJ 0 J to M O I N i 2 a 00 00 N LO =n v cn C) 0 J co rn [V 0 I N LO LO 0 C V) 0 3 N N v a v E 0 S v c N O U 0 O U y i v_ a z N I Y 0 vv J N LZ N O M 0 0 a cV [V O M N N N Q 0 m v N C C d 27' 1'-8" t. 5,_5g„ 6_6-g" 6'-0" I. 6'-0„ A TYP @ 1 S3 STORY 56'-68'-0" 29'-0" 1-STORY 2 -STORY, =OOFOOTI�„ 6'-0" 6'-0" 2-6" x Z-6" x V-0" VERIFY METER W/ (3) #5's E.W. J TYP @ 2 LO ATION WITH S6 STORY gUl DER T H.B. o ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ELECTRICAL PANEL H (2) #5 REBAR '{ } I O - I 0 I VERTICALS w/ in FILLED CELL I 0'-0" • - ■ ' 15'-74„ 6,-32 , M` 21'-22' 2 STORY OP M 10 15'-64„ 4,_54" 00 5 G ; ; o o S3 ici I : �N CJ OCJ - - � - - - - - - TYP @1nil,I STORY I j{ �: I ih. • } j O i�l• • OPT, _ I 0o A } I W T0 �-31/2" SL_OPE S3 INDICATES FILLED CELL w/ 300PSI �? j { PLUMBING LINE T I CONC. GROUT FROM FT. TO BEAM W/ SECOND FLOOR (1) #5 REBAR VERT ABOVE SLAB TYP { @ ALL PLACES SHOWN HOOKED FTG. } I I } OPT. D) I DOWELS 5" EMBED W/ 25" EXT. 110 :: • ABOVE SLAB "GRADE 40 STEEL" I 00 o 2 STORY cc (2) #5 REBAR I G 53 VERTICALS w/ in o M I I I S3 I FILLED CELL ■ i J -I ............. —� er o --- PROVIDE %2x 9 %2" Z-6" x Z-6" x V-0" L I 27'-21" 7_71 19, 2f, RECESS FOR FRT. DOOR I I W/ (3) #5's E.W. a a 2 2'-0" 2'-0' (TYP. OF 2) _ 0 0 S3 2'-6" x 2-6" x 1'-0" I W/ (3) #5's E.W. I SLOPE r L co ��„ i f, 10'-42" 2' 34' a 1/8� 3, 4„ 9,_9$„ 4„ S3 — — PROVIDE 1 %" RECESS 0, 0„ KITCHEN I FOR SGD. REFER TO ISLAND LOW MASON'S SLOPE FOR WALLS c- - - - ` - - - - - - -r - TOP OF CONC./ PAVER TO BE 4" ■ BELOW FIN. FLR. _�{� I. , ■ "4 ■ iv ■ • I WIDTH { r ■ _ STEPS AS -REQUIRED PER FIELD CONDITIONS CHASE TO _ I ISLAND _ _ _ -' �-F { - ■. I I { 1 u2 ,- ;' %- _- AHU I I I � �-' : __- :''l } } :: STUB UP TO — " 2ND FLOOR :. FOR A/C 10 =' _ I- III I D.W. I } } ::::::: I ■ ( I I O� I ■ _ .-_'_ HVAC CHASE _' ;'_ _' _ - I I BASED ON :: 1 0, 0, r LOCATION _-i-� _- _� :'- '3-1/2" co MIN 3000 PSI CONC. SLAB FOR $ _ - HERNANDO COUNTY ONLY 3-1/2" MIN 2500 PSI CONC SLAB OVER 7 : ■ ' MIL VISQUEEN VAPOR BARRIER 00 :: I � A/C PAD e I _ — — — 1--- — -- ■ . . . . . . . . . . . .. . .. . . :. . . . . . . . . . . . » ■ . . . . . . . . . . . . �. . . . . . . . .. .. .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . ■ 2' q TYP @ 1 S3 STORY 2'-6" x 2'-6" x 1 W/ (3) #5's E.V 1-STORY 2-STORY FOOTING F@9U$IQ J TYP @2 S6 STORY FOUNDATION PLAN - ELEV-Al. 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 WWF PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN �7 W Q W J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY ;v: #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. ., . • .. U.N.O. a • ;,, : _ —Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" C-.. O d� ✓ r Lj 13 ✓� O O N N O N M 0 o i; T is 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 n vE �m O O U N 4k \ V o^p N�1 J LJi 6 8 Q N d _ W W W.�k L�, W U)r- Pa W a 6 a LL r Y 13 Y Z KC, 19 0 -:5 L_ N U3 a. OJ J Z LLm 00 Cl) Z Z 0 U U J O W ❑O❑ (D Z N to O 00 z 10 1 z o Q � J N M z �1l c9 0 LL T U O A to �l/) W o y W e ° U 'o N N m S I� co w M M z ¢ o z z < u- Q E O E w� oLL �z Zo z© Q� v CU ¢� wW �OE X O o¢ 0 OU z az ao wz s ra U:)C pY U "m m� 0 O LL Z 'aw z N J Z z (U 2 � F O G zo U Q d mw W ao F- o air wF =3 1r Yo � w a , 0 O = > L.0 LOrn �--• co O M O � O � Y U O //�� (D �yT W m }� Off' N M W O L0 N Q M r ai m 3 Nt 04 rri N o Z Z E O c a E .. U _j a cc Q c JOB NO: 22-02396 SCALE : AS NOTED SHEET NO. 6.0 tf1� _U -T I Tll-F �1� STRUCTURAL SHEATHING (SEE TB13 FOR NAILING INFO.)- 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END — 8d NAILS @ 24" O.C. TO BLOCKING STRUCTURAL SHEATHING 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS SEE PLAN TRUSS BRG. CONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN C031 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = V-0" 3 00 00 L0 L0 v c cn 0 0 C) M 0 Z. (0 M I N x a co 00 cV L0 L v V) 0 a 0 M O J c0 M M I Ln i C Cr V) c C, 3 ♦- N 0 d E aoi E 0 v c J y N L� O U 0 0 vl .o U .G I h Y O •U J 41 N N ai 0 a 0 a CV C'4 O M N N v a 5 m v RSH ENGINEERED 2 ftND CLADDING WIND PRESSURES ANDOSUUCTIIONIS FOR MEAN ROOFOWABLEONEHEIOGHT:5 ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] a=oft / (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 1 2e I 2n I 2r r 3 3e 3rq HIP -35.94 -49.57 1 -49.57 -49.57 Vif, 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILI NG ZONES (SHINGLE AND TILE):ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELDZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD� ` ROOF SHEATHING: ! O ! Q I SHINGLE: 7/6° EXP. 1 (24/s) or 1%2" EXP. 1 (��6) I ;® TILE: 1%sz" EXP. 1 (32/1s) !� ! I ! I NOTE: i -- --- -+-- 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d %" x 0.113") NAILS 2 ( � � � � 3r 3r U , 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (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. J TYP @ 2 STORY S6 -F7 FTF1 N LL LL ` (2 IZT co U- F- U_ U_ 17 • El f. FTF1 I~_ UL ------------------ 6J TYP @ 2 STORY 2) S6 I- I 1 Ca t tiV/ 93 CO3 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 1 112" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-112" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 50' 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" SIDS WOOD SCREWS & (1) 5/8" ATR - M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 * 1005/915 ** 8 - 10d x 3" JUS26 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" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 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 & (1 0) 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 590 555 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 (B) 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 (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY BARRIER R 2 PLy CARRIER—f �(A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS MAIN FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" "+ C7 r 0 , n � Tg I 0- 0 � r 0,0 C 0 0 Lit CV N 0 N M N N 0 ,..4 a is k y 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. Lo W Q r 8 v EE 81 O U N - 91 N L LL. 0 7 �[) ap w ik LL w M a 0�/ v0r-r-o Ewa NO a. N M V LL v7 V7 JLLw a u Z Z rn O o ai =°o ~ w J J = '� C ( m O0 W ¢ Z 00 Cj a N Cl) xS2O OUCLLN c¢i�� W ❑❑❑ 0 'LO W Z N N) O Z N z � � � Q In ^ N M Z a c , VJ CD o LL P ((5 w m L O� NLr cif w o ?3 C.) c w J 1- - E y C) '000 N � o co w co O Z OL oo wz � aR ?© Da co - C O C xco o U aG o 00 p oQ a Z N M ao o rw L � vJ C _ C < z .- w. m i o o z z z � J m r� ¢ w �z � o¢ ao 0 co aF o�3 V za 0 O = >LO Lm ^W\LO coCL- co CD Y U a C.0 MT .Q 04 O 0 N C) LO CN Q M r 6 E .2 E qct N iri N o Z Z E O `° c a U Q p CD JOB NO: 22-02396 SCALE : AS NOTED SHEET NO. 7.0 3 -n s 00 N LO L0 0 cn 0 Q 0 rM 0 Z. J (0 r413 (V O I N s 00 00 cV rn rn tr t cn 0 -n 0 O J (D Oo N O I L0 X) 0 0 a Fv-- Q cV 0 E N N E 0 S 0 0 C C h rL 0 UI y U �O a V d L d 0 i 0 O O J N C) N N r 0 a CV cV O SIN tn N ci v a cn a m 0 TYPG. 61 9 CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A �^P coLO U U 0 1-0 U ENGINEERED NG ROOF ESANDSUCTIONSFOR MEAN ROOF <_T 5 ftND RSHASCE /IND SPEED (ULTIMATE) 140.0 MPH /IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION 1 [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 1 3 3e 3r HIP -35.94 -49.57 -49.57 1 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 1 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/16" EXP. 1 (2Y16) or 1V32" EXP. 1 (9/16) TILE: 1Y32' EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1e/2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 X Q Q Q Ta LO M P. U U U ppon Mir 1 � M to U U U 2 X 02] CJ1A CJ3A CJ5A \X IEJ2 EJ2 1,, a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" 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 1 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 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 wl (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 wl (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 100011080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d I SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). 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 wOF 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 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 2 PLY CARRIER —f . CONT LEDG SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: Y4"=1'-0" 't3 C1' CD dV S `Yy; c� CO CC, lj Lo �J C 1. T �� N 7 ✓ 4 iY C a r 0 t t� c6 --a W N N O CV (y-) N CV 0 .f To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N � r /W V EE 40 0 0 00 4 O M " N F- * 0 LAi N a 0) i! IJi_ Y a) 0 S co U) u. W a o -JLU Cj aQ j co 4V LL a Y cLLLL a L S z 0 Z v �o d° m oN co O w m¢ (1) . a N co z W U)O Z LLW 0-j U)) ZOU OMM W ❑ ❑ ❑ 0 0 Z � � QNQ Z O Q Q r M Z 6 UI c axQ),0 N w Q a m V O w o NYN f6 r— C) g F— — E _ � m C) O A c Q 0 MQ r� o w co co w ¢ Z Q E O oa ¢z ° o� wz (V o ¢o L (/) ) o� m� M o, zz >Z N m <w Z 09 ao dO �w U a= �K O � I w < M 0 aF 03 O C)In Ln L/ LO O N /�` 1.L H Cam/ G O O Y rM U o • • co I\ T }+ ,ice V J cI N 00 O LO N M r ui m w N o z z E a mCU a 0 a v -1 a o JOB NO: 22-02396 SCALE : AS NOTED SHEET NO. 7.1 3 Q 00 00 L 0 Cn 0 .n 0 M 0 cD M O I N x GD N L0 O N B �O 0 J M CD I 0 C Cr 0 c 0 3 a N O CL F2- N E: 0 L_ v m Qi LZ v v 5 v .o z i 0 •U J I7 N M CV 0 0 a CC 0 M CV N N v 0 Cn Q m Cn GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 O O 8F8-0B/1T 8RF6-OB/1T ;'r. O O O O 8RF14-1I3/1T 8RF14-OB11T 8F16-0B/1T 8F16-1B/1T O O 8F20-0B/1T 8F44 16/1T8F40 1B/1T 8RF400B/1T 81`321B/1T FORM & GROUT SOLID CV Q O LU U O #5 BAR CONT. 8F12-1 B/1T n O n V LINTEL DETAIL SCALE = N.T.S. P TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Z J Lll Z _ 6 F 16- B/ 1 T J Q Z W In O tNOMINAL L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTF precasttintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f g = 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. #5REBAR MIN. Q (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL 4 d O d G .M.U. #5 REBAR AT TOP d° d GROUT MIN. (1) REQ'D �i 1.1/2" CLEAR v d d n r J C.M.U. d 5 REBAR AT = D !~ w O BOTTOM OF a rn - Fw- O 0 LINTEL CAVITY w v ro o OTTOM M it Cj XO - V " REINFORCING PROVIDED IN LINTEL 11 a a 0 on z o lIr Z w a' ¢ _' O ?i #5 REBAR AT BOTTO 7-5/8"ACTUAL NOMINAL WIDTH (VARIES) r~n M rr a AS INDICATED 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 MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL L Awl O 7'-4" ILL LINTEL PLAN - ELEV-Al SCALE: %4"=V-0" C=' 1 Ce C7 "• , t_ d) n t�3 C` 'CL r Jj O O C V y3� Co Q O W N CV O CV M CV r_ 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. N $ n 8 E co v N 8 V arD N J @ LL o J N 6 ® � LO Co N at LL W N �r-r� -1wa m v LL a 5[ Q JU_u Wa Lu � 0 z C 0o OC 'ro N co a' O J W 05 cj 'ce M < a Z coLO Z H M O Co IL IL Z O U U u) W ❑❑❑ z N o g z z a � Q a N r� N Z v (D o W a--J C 0 w � m U O w o C N U � r _ E S � � C) o m C 0 N 0 o ®0 4m o M J w M M Z o � Z Q LL C Q E E zo o p w zry Q N Z® cu c X e U F 00 � 0 Q C E O C:)@ L z ¢o Qo aZ 1w ra Ny = m� o ZLL J m G Q W Z N > az 29 a' N W C-) o aZ =K F - Y OO CO J d V Za o3 �O .o = >Lo LOL0 m Co Co H d' O � MO Cr O Y r U o d7I N W -0 Q LO N Q M r aj m w N iri N o z Z E m f° c 1L U � Q p JOB NO: 22-02396 SCALE : AS NOTED SHEET NO. 8.0 00 00 C'4 L0 C) Q C> 16, Co 0� rn C14 C 1 ck: :Z-c 00 00 cq L0 L0 10 0 K7, cr) 1�0 C14 LO LC) 2 0 Cr Cn �19 C'4 C14 C> E 0 (D E E2 .21 2 CL C14 C'4 Cl- C14 C14 C�) C14 C14 CD (n Cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE, 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 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 (1 524MM) 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 CONDITION& 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 IMM) 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 ISAN 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 R308.43, 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 CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. t 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. t 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2� 3. ASTIM 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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 W10 LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W1 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/SE1 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: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1,2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4,1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" 1 Y211 X" 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 Ks! 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2,6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): BUILDING CATEGORY = 11 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 1.4x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 INDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U,N.O., STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +24.9 PSF / -28.0 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION, 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 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. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4� 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESS I ONALS'SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7, DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL COTSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" %" DRYWALL SCREWS AT 12" 0,C. FOR CEILINGS AND SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksj DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING I N ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'J'BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4� 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 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 3116", 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.& 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 1557-02EO1 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/s grinkler systems including all risers and E spray hea s shall not be installed within V-13" 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 tra 5 etc., shall be made with permanent metal or plastic forms. Permanent forms must Ee 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 - C7ncrete overpotir and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department b a licensed pest control company before a certificate of occupancy will be issued. T�e 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. C-4 co C), 65 L) 0 0 0 C14 cli j N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E AAM 1, R4 4 24 8 00 5 14 1 6 - 0 c 's (1) 0 LU W 0 r,. I-L Lu N 0 a. - c� 7 C13CD 0 M LL LL d- Lu _j -6 0 ;, z 7 .2- (0 0 i:5=0 ffi c'4 LL -j :3 M W 0 .4i M < W (0 CP < oo d CL L0 cl) Ln 0 LL (N 0 < < -j U) z W < 13 V) 7' Q) 0 4--J Lu ca 0 LU ri, Ln U E m o C) 6) < N c, 086 C14 14 cl) < E z 0 E C1 o o. oo o< c:,, E cN <, -z z =:, CO - C: < o� o' z, z �z cf) �� I o . z o <� o 5D 21 < -z U W w o� z NJ c.0 < lo o 0 > Lo L0 LO M (D CL co C:) =3 ce) CY) C:) 0 U) 0 M -11-j T- 4-1 0 cr) -0 00 .0 CD L0 00 CN N 1- CY) E C14 6 z cc z E co Cl- E 0 0 0 -j < JOB NO: 22-02396 SCALE : AS NOTED_ SHEET NO. SN 00 00 C'4 < -.0- CD CN co U-3 CD 04 0 Z2 _i5 -19 C-) !;z C:) E E 9 LZ E2 2 .(L> of 0 0 LZ C'4 8 4�L en C,4 E3 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING .. ..... [17 A . . . .. . ..... . ........ ......... .......... ....... . ..... .... .... ....... ........... . ......... . 'k- I ..... --A *_ I . . . . . . . . . . . . . . . . . . . . . . Sit ............... ...... 16GM1-1/2" LONG (3/4--l" 16GAxl-1\2" LONG (3/4"-V CROWN) -� � -t � ��; 1 STAPLES @ 6" O.C. VERT BETWEEN . ...... .. ................ CROWN) STAPLES @ 6" STUDS (NOTED THUS:—) - OFFSET 1 1 1 1 0 WN C.. ERT INTO STUDS STAPLES BETWEEN STUDS AS SHO T_ (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** CORNER OF HOME GARAGE SIDE 101-011 TANK -LESS W/H H C G 000 1;7 51-011 01 STUB -OUT FOR 11-011 -1 LO GAS METER 0 -1 0 9 0 x MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 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-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 161-5" (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. 6-11 (2) 16d TOENAILS 2" X 6" @ 24" O.C. T-13" (2) 16d TOENAILS 2" X 8" @ 24"O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 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 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x—+ 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking gap FILL CELL < > STD. 900 CONT. #5 BAR HOOK STD. 90' HOOK BOND BEAM SIMPSC w/ (22) NAILS I CONT. #5 BAR #5 CONT. 5/81 THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM STEP BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGrrJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR i Solid block all posts from STUDS above to bearing below. SECTION INT. BRG. WALL N.T.S. 1/8" min. 2" min. I Small gap 2" m x " . 4 max. /71k 1 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. 2x4/Plywood/OSB web stiffener 2'1 min. requ 16 6-16 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite 4) Place joists together and nail from each side with 2 rows of 1 Old nails ired when indicated or 4" a . - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING YB" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION Under 2nd floor cnh innin wl 1r);A, N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0, over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=21 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glularn Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Q��' Provide adequate bearing for each lapped joist. Old nails SECTION "N INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D (see table below NOCKOUT EXEMPTS) D (see table below) higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf max. along bearing wall Required on interior walls for vertical load transfer when load bearing - for lateral support when joists 2 meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over I blocking and wall or beam below.* It Joist When joists meet over wall, provide 13/4" minimum bearing for each. kJoist can be offs et up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET 'o Whe 13/4 Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 0---El CD CD 171 A ROUND HOLE MAY A -DO NOT CUT HOLES 6"1' 6"' CANTILEVER LARGER THAN 1j12" THE WEB. PROVIDE AT ROUND IN BE CUT ANYWHERE IN LEAST 3" OF CLEARANCE CANTILEVERS, FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1X2" 8 11'-Z' I V-Z' V-3' 1 �-3' V-7' 1 �-1 1 24" 2�9' 3-2- 3-7- Any 116'joist 12 1'-9' 1�4' l'-2' 1 �-2" 1!-31 1'-9' 2�4' 2-11" 3-7' 4' 4-2' 4-9' 4-9' 6-4' S, PpRffl). 16 1�4" 1'-Z' I �_Z. V-71 3-2' 3-10" 4-9' 5! 6-7' 6,_4!. 6-4' 7-2' 20 I'-U' 1"" 111'-Z' V-Z' Z-a' 3--a' 4-4[r' 4-10" 9-11" 6-11" 6 7 11., T-11" 8�-11" 24 I -a' 111'4' I'-Z' 1�-3" 7-9' 3--r #-,g' 5-10" 7-2' 94" 4 "1 _101-91 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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. 1Y2" 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 JC Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End 1 Intermediate BCI 5000S 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d I 5-8d BC16000so BCI 6500s�'_ 9-1/2" 11-7/81, 2-8d 2-8d 1 2-8d I 3-8d 14" 2-8d 1 5-8d 16" 2-8d 6-8d BCI 60sY" 11 -7/8" 2-8d 3-8d 2-8d 5-8d _ _ _14� 16" -_ 2-8d — d BCI 90so 7 ff8l -16d 3- 3-16d 14" -1 5 d 5-1 6d " d 6-16d SIMPSC w/ (22) NAILS 1 RTRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON META1 2 Plumbing META12 TSS INSTALLATION "1 A/C CHASE 4" PVC_ SLEEVE THRU STEM WALL 'It Backer block (12" wide min.) Nail with 10- 1 Od nails. ��nstall tight to� top flange. SLEEVE THRU STEM SEE PLAN FOR . Iq 41� I FOUNDATION INFO 4 STEM FOUNDATION TE M -OR 4FO Filler block. Nail with 10-10d nails, Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-Z' gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. /doesn't meet Web stiffner as height requirements 0.6 X Joist D depth z Ir �V8/� i / I -JOISTS BUCKETS N.T.S. \AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS CID FINISH GRADE GRADE REINF. SEE PLAN (2) #5 REBAR 'LA/C =HASE 4- PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 META12 TSS INSTALLATION @ MID SPAN SIMPSON H10A w/ (18) 1 Od x 1 1/2" NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION 112- TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PI�E PENETRATION� .4 4.. v f I I NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLIN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENTER PE ED @ PI PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 410, 4 z SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PV R CH40 SLEEVE CENTER PENETRATION PLUMBING LINE Fl— ED @ PIPE 4 1.�'. A z Z-1 I I�Ei I I= 4 4 AA_ SEE FND. PLN. SIZE & REINF. d) X__ co Cc L-L Lo "o 0 m t, - ­_ (I �7_ C 0 0- -3 C: 0 tf ro C14 C14 C-7) N _7 1� . ..... _Iqi - 7., , 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. LO W 4 'q E -, - 8 'co C-, SP _J 0 2 �t) It- u, I— P� 0 N C:) 0:) CJ) uu U- CL - A U� Lu k -.U( -F W 0 z Of 0 19 1GE -i6 CN (0 0 _3 WW coo 2 M M < < IL IL OD �� z L0 Cl) a_ _J Iz 0-1 0 < 0 L) z W < 7 Ln CD Q) 4--J LU U 0 Ln Ln LU E o o C.0 ce) o z < LL_ ai E CL E 8 z. o' z< P, CU 6 �< uo 0 zo. E 1� z =3 '0 CO C: �� o� 0 0, z� z Cn S �z cn < 82, zz �O Q z W K -0 1, CIO 5 Ou 3: C) E2 > LO LO 0) T < CU C) J co 0 07 0 U) < 0 CD CNI M 00 .0 C'4 6 L0 00 CN CNI T_ CV) 0 E CY) 0 z CU z E C) CU C: ca a. E 0 0 _J cc < 0 JOB NO 22 -02396 SCALE AS NOTED SHEE7 NO. SN 1 1 -1- _1 17_]q 3 a 00 00 L0 L0 v cn 0 M 0 J M I N i x a 00 00 LO LO 0 a a 0 0 0 J 0 I N Lo Ln 0 cn 0 a rn C 3 H Q N N v a E E v c C J y 0 V 0 UI yy+ U N O d z Y 0 0 0 LZ N M N 0 0 Cl- N s m 0 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR 5/" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 1U-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB ( MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" ? SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN PRE ENGINEERED WOOD APPLICABLE. �, 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24 O.C. 3/8" MORTAR BETWEEN AND @ 12" O.C.TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .c EDGES, .C. SLAB & BLOCK @ FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT SIMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 wl (10) 10d NAILS ROOF FLASHING AND ROOF FLASHING @ 24 O.C. W/ IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.471 1 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl)`o ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 11111-1 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A F. F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL D ° i' x6W1.4xW1.4 6x6W1.4xW1.4 SHINGLE ROOF, SHINGLES TO a ° /Piffil @ 24" O.C.) 2WWF OR FIBERMESH ATTA MENTS WWF OR FIBERMESH CH 2"BE IN ACCORDANCE w/ ASTM -IIII I II I I=I m I II II �I (I= z31/2" MIN. 31/2" MIN. I 11='-ELEV. o 31/2' D7158-CLASS G or H, or ASTM=1 I=1 I=III=1 0 II=III-I 1=1 o I L I I I I iI A.F.F. D3161-CLASS F, IN ' I— — = ° I 2x4 CONT. U _ m= 12 ACCORDANCE w/ TABLE I' I=1 11=I I �I I I=I I I=I I I=1 I I=III=III=I I 1=III o ° �I 1=��-III—I 31/2' (min.)44r" — I =IT�I 1/2' (min.)- 4 I 4, ' �' N - D ° � III —I I Ir 1- � D ° (TYP. R905.2.6.1, FLORIDA BUILDING -I I III —III —III —III I I F=111 11=I I I 1° = - ° •' _— I —I I —I I- _ _ VARIES -1 I �� II I III lII II II I III i lI II i III I I= I I " GARAGE DEPTH VARIES ' 31/2"(min. - 4" ( — w 31/2"(min.) - 4" - y — I CODE 7TH EDITION (2020) I 8„ - — _ =T RESIDENTIAL [ I = TI 111=Ti l=III=III III -TIT I' I I I �_ I —I I=Tf=I I I (f=-1TI ROOF SHEATHING - SEE V �_ =1 I IT�TI�TTi I I -III= I I Lr 1=III—I I =III— —III= INSULATION LE (2) #5 CONT, (2) #5 CONT. SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING 4" 1-4" 8" 4" FRAMING SHEET FOR U.N.O. MIN. U.N.O. MIN. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT (GG� GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 - „ „ _ SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1 0 S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH' CEILING EDGE �\NU°os BOARD PER CODE (OR 5/8" ALUMINUM FASCIA c°N GYP. TYPE X @ GARAGE o5� W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" 0/C SCREWS @ 7" O.C. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SOFFIT SHEET SS SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" 0!C M��s CEILING & 8" O.C. WALLS 2x STUD @ ° LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY 8"x8"X16" KNOCK -OUT \ @ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) PLAN INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1x2 P.T. HORIZONTAL #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W! 2"°X 3/16" 10d NAILS BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK STD. 90-HOOK (SEE DETAIL) PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 6 1/4"x3 1/4" TAPCONS 3500#, MIN. TENSION 2600#) () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 ARCHITECTURAL w/ (10) 10d NAILS T 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING 24" O.C. FINISH TYP. ci PER MFR INSTRUCTIONS @ ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 D ° p. . 1/2" GYPSUM WALLBOARD GRADE `, D D . D ° D _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi ° D o FINISH GRADE °O co [GRADE 60 MIN. Fy= 60ksi] a =III=1 I I—� I I —I I =1 I I —I 11- 1 #5 VERT. IN FILL Z c7 — — — D. 25" MIN. LAP 30" MIN. LAP — D U.N.O. O MONO OR STEMWALL _ �. [ ] g I —II' I I TI I —III — CELLS (SEE FOOTING MONO SHOWN=I I T- I - W 00 LU FOUNDATION PLAN FOR CLARITY _ 6 MIL VAPOR BARRIER III D ° I I= 1 I=I I I= - -T °. III R 1 7/8" FOR LOCATIONS) _' I h� I III = L=1) �, N z T #5 REINFORCING BAR _I I 1x4 P.T. BASE NAILER �� III �I �� !' �= z III D I I=I I T� T� rLL — I III —I I - I — l,l, — #5 LAP SPLICE 4'x4' INSPECTION I> �� �- i i I � I I � • � Ti�=I � -I� .[ 2 #5 CONT.- 3 1/4" BASEBOARD PORT AT EACH NOTE: ` _' -- �+ COMP. SOIL. (COMPACTED TO II I D ° . =TI=TI� III=� I I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1' 4" 8" FOR BEARING WALL (�,P ) FILLED CELL TYPICAL -- r 95%MODIFIED PROCTOR ASTM ' I= I I= T7=III= I I=T� �I i ~ 10" W/ UPLIFT ONLY _ __' MIN. 2500 PSI CONC. SLAB _- 1 _ r - T T�----III T M AT GARAGE CONTRACTOR I— D1557),—r- MUNICIPALITY. _I CURB DUE TO SLOPE - --I _ 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK IN MAY VARY PER I —I;1 -li TO CUT BLOCK OR POUR ,' 11 .- ' I- � � ! I' _ � � L. „I- _III- i l_-� I � _#6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE WWF LAB W1 DECO FINISH FRAME WALL TO C.M.U. WALL CONNECTION rD'�� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT rG W1.4XW1.4 WWF OR = "FIBERMESH" BELOW GRADE to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. S3 `� I °D z VARIES L [ �� 6x6W1.4xW1.4 11/2"RECESS FOR 6x6W1.4xW1.4 D 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 6 MIL VAPOR I � D I I (= I — - _z - „ SEE ROOF PLAN S.G.D. (U.N.O.) I f III= min.) 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER D , D 4 III a A AT 24" O.C. MAX. _ ° _ e - CONNECTION INFO —� COMP. SOIL. —I I ° I I r _ — — — — — a } GRADE — — SEE PLAN FOR & LAYOUT DESIGN M — T _ — — — — — — TOP OF BEAM - - COMPACTED TO 95% - _ _ _ — _ ——"'—"'—"'—"'—' a a Q rr—r —, ( —I TT==T7=I I I — MODIFIEDPROCTOR III I I I 1=TI[= I III - _ _ _ _ -(1) #5 REBAR w/ OPT. — — ° -� SEE ROOF PLAN — a: a s a T III=III,mim, = I I= I I=III= I I-SC��EEN ENCLOSURE (2) HTS20 FOR STRUCTURAL r _ a �I III,;,-� ; ASTM D1557) —, I I I I I III —III III I l I- ' 3" MIN. CLR. i I- I I— I- i I- '' BEAM SIZE & r I I I °' a (2) #5 REBAR CONT. CONNECTION INFO M - I a 4 Imo-, 1'-4" (1 STORY) STD. 90 HOOK SEE l I ON 3" CHAIRS TYP. 1'-8" 2 STORY ( MIN. 2x4 P.T. I I 2x4 #2 SYP P.T. FRAMING wl U.N.O. 4„ ) DETAIL) SEE A/S3/J/S6 -� 7/16" MIN 7/16" O.S.B. SHEATHING TYPICAL WALL SECTION KA TYPICAL THICKENED SLAB EDGE rL °SB' z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=V-0" S3 �a,E " w SCHEDULE OPTION #1 Q SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. COLUMNLOCATIONQ > w SEE PLAN FOR STRUCTURAL P.T. 2x > � SLAB INFORMATION. HOLD GYP. BD. _� w COLUMN SIZE AND BASE 1/2" FROM SLAB o LU CONNECTION INFO. SLAB STEP & RECESS S.G.D. rm­,� 2 OPT: DEPRESS SLAB 5 Y" „ _ CONT. BEAD SEALANT S3 DEEP AND 6" BEYOND -�><j Q SCALE: 3/4'=V-0' DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND .: ° .' INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT a SEE DETAIL 16lD1 FOR w/ 1/4"x3" TAPCONS ° 31/2 COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14' 13" ° GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS O.H.D. RECESS z O.H.D. RECESS _ 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL CONCRETE NAILS W 1 1/2 W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c - EMBEDMENT @ 12" O.C. TO FOUNDATION PAD STAGGERED, FROM BOTTOM INSULATION PER CHART z0 SQUARE CMU BLOCK BASE, MAT REINFORCING. r ' '' Q. * PLATE TO CONCRETE ON FLOOR PLAN _w SIZE VARIES PER PLAN CONT. FOOTING STEEL m —III TI f—i11=1RITTI I I�TI- —' I I =I —) I Ir—�i ' ; — III= I �r I I MIN. SHEAR 180#MIN. CONT. BEAD SEALANT Q ( oo Z GRADE -T _IIw w/ MIN 2 #5 ERTICALS ( ) V I' °o TENSION 120#) CONCRETE SLAB E _ FILLED SOLID (SEE PLAN FOR _ -f �. 6 x 6 W1.4 x W1.4 N „� SIZE AND REINFORCEMENT) c� _ �• 7 I I I_I I — I k �- I —I I I —I I:' I' 4 I I- �TI=III '.. I I I=I III=III _—I - WWF OR FIBERMESH can w L Z =L I —I Il -III—I I I —III- _ _ _ _ A O w LU v� ,IF '� �, I 1=71= (— =III=I _ _ _ 0' 0"FIN BRICK PAVERS or SLAB PER p o °• F a. U - -� c7 Z . I co6 MIL VAPOR = = _ = _ L = _ _ _ _ - . FLR COMMUNITY SPECS "' j� jlj�j - l �- �I SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 -I I III —I I— I I III= BARRIER _ I I 'III —I I —I I �—I 11=IT T III Tl I I IT = FOOTING v FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. I I I I t3"MIN. CLEARANCE r - BEYOND =III TTf T)I III ; ,, _.... PAD REINFORCEMENT 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) �—III—III— I I—� :; '::'•;.: ' 3" MIN. CLEARANCE 1' 8" (2 STOR) 1'-8" 2 ST RY „ „ �.• S ti :, SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ( ) 4 4 .+... • ,�• CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=V-0" SCALE: N4"= V-0" SEE P. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 S3 SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 70) p t co x_ ;re N q y ff 0_II O �S 0 p , N 0 N M N N S to 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�pp �i ,jQE �n O M N V o N J Q ' s LJL IL�,! I� a � r- I` a LL - Ld a YYn u U_ a 5 Y 0 O W��°'°' Z o J a N Cl)Z of O O U U Z W ❑ ❑ ❑ o z N z o Q v J CL N r M to z V1 f' V p W � U O —� N W p c r V� U I =� c W J _ E U ti o w m 0 Z , L. riE Z O oo<� > N � o w� Z© H E R� U 2 ~ �°U p N o ¢ q a L U) _ OU Y O 0� fn J 0 m . F Q W �z 3 S go NowQ 3 wLL -w o� T V z4T03 aF C O U i > Lo LOm �--.LOm � Y Y U 0 MT W }j m O �I N 00 o LO N Q M r m CC11 Z O N c @ d E U J yi Q Q c c J JOB NO : 22-02396 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 a 00 00 LO LO 0 a 0 0 CID 004 I N C0 00 C-4 v cn� B a 0 cV 0 I LO v 0 Cr a Y Q i a E E G i Lz U v U a 0 a v a z r Y i 0 0 0 0 J FZ N N 45 0 0 a 0 N N 0 Q m v (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING F1141 (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 1 SCALE: N.T.S. Sq 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE 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 OOF 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 CL— TO DRAIN DOOR OPENING DOOR OPENING ,� �'❑ ❑101 AK EXTERIOR WALL CLEAN -OUT rA WALL ❑ ❑ ❑ SCALE: N.T.S. 4 ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / ° Q 8 STD. 90°HOOK 8" 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 NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4, FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. \ \ - w FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN K/S4 IN POSITION 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 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY /7 ..; TRAVEL DIRECT GARAGE FLOOR ION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a SEE PLAN FOR FOOTING Q BOTTOM OF MOUNTING B E DIMENSIONS POURED CONCRETE BASE FOR 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. SFF �Ow N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP iARAGE IOOR vvvn r nn�n W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1 )LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** }HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (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. 00 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. SC� SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 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 SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE' SHEATHING CRICKET AS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v 0/C FIELD r U) 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) _ AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 48., SPLICE STAGGERED �� SIN ATTACH ALL - EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+ F= 2240 LBS �7�F SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. I&NUT OXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED _4 TRANSOM FRAMING ❑ o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM -' PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 N O ram. 0 00 ._ c=)LO Q? D 1 Y " iS 0 C4 CV O N M N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 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. CD aov m # O M U N o� O C1 LJI.. 0 N ,J ao 24 u. W M 05 LLwa aj co a Y C2H �L-L a L z r m O0 L o O w WIL W 020, Q d Z a An MZ XLn O N Q U U Z U W ❑DO (D0 M a'11- z N M 0 z z o� � N Q 0- N z X o LL CA w E Q .� U O,, o � N �N � y U LU J — m 8 ca ) N N I� - co w Z co ¢ zo U_ of E 0 zo a w > <� za ca CL 0< o Q o cli¢ z Qo wW r ro z U m�o o- Z- Z� C � J zz W � }' a" z no a� iz � o� �w W 3 wLL aLL i-3 =r o wa ro � v� za a= r °3 c 0 0 T > M LO LO m E Q c� S� L CIO O CD Y Y r U o m m -b-0 a--+ �I -0 N 00 -0 o Ln CN Q co 0 L�_ N vi N o Z ccoo Z E 0 m r m 0- E C)J Q J JOB NO : 22-02396 SCALE : AS NOTED SHEET NO. S4 00 7-E cc) C14 LO LO Cr Cn < C.0 ,,14 ck:: M 00 00 C14 LO 10- 0 Cr (n :9 < C" CD LID LO 0 !CR_1 C14 C'4 C> 0 0- E co a) E 3 a < LZ p -25 0 CL (D .2 tz C�4 C14 hs 16 04 C�4 SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4 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---\ NAIL W1 6d 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, BACKNAIL w/ (2) 16d N/ IF >9" SEE 10/S5 ULS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS, (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45*± 45'± z 7- 45' SEESTRUCTURAL NOTES AND NAILINGY 2x4 CRO 3 BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x4 KI 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT SKER @ 8._O�O/C @ 8--0 O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d Ir 1" BRACE TO EXTEND 2x4CROSSBRACE 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. E TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. 9\. /* BLOCKING 7/16" OSI3 SHEATHING END ATTACHED W/ 10d GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDR PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORI) ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. W' 6" THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD x EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) T F 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" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, MAX, 9" IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, IF >9" SEE 10/S5 NAILING SCHEDULE FOR SHEATHING-i DETAIL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8'* APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT BRACE TO EXTEND EACH JOINT w/ (3) 10d & (2) 10d EACH JOINT w/ (3) rl" AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END L LISS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING /�1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d /-7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1 Od NAILS W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED N (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL . . 2x4"T" ON TOP OF PANEL BLOCKING\ 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH _& \_ 2"x6" P.T. SILL NOTCH 1" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES �2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6' INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " " " " MOISTURE BARRIER 1 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, ri GABLE WEB SECTION (*�2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. �5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING NOTES AND NAILING INFORMATION 00 00 SCHEDULE FOR _x ix SHEATHING DETAIL BACKNAIL w/--/ -WOODTRUSSES co 00 111,2' 00 2"x4" CROSS BRACE ---- (2) 16d NAILS _U APPROX. 8" FROM -2X4 RAT RUN BRACING J_ RIDGE FASTENED AT �kt AT 24" O.C. ON TOP OF ml EACH JOINT W/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE ATTACHED W/ 2 -16d 1� 1/� NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0. 148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 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. x7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS EB DOUBLE 1" BRACING DETAIL SCALE: N.T.S. IS5 2x4 "T" BLOCKING 2x4 BLOCKING @ -1 48" O.C. —_ - - 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" 0. TYPICAL ; 4� GABLE TRUSS WEB SINGLE 1" BRACING DETAIL/**6 SCALE: N.T.S.' S5 DIAPHRAGM BLOCKIN G @ 48" O/C IT74� ,-GABLE TRUSS 7_1 TRUSS VERTICAL SIMPSON SP2 w/ (12) 1 Od —2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLA I E (2) 2"x8" 1"BRACE 711 NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC .1i, FASTENED WITH (3) 16d PER SIDE SECTION r3 SECTION SCISSOR GABLE 'IT" BRACE (_7 r4 SCALE: N.T.S. SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. �5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOOD TRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS x -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM1 OKTA W/ (4) E - SAND 12" O.C. FIELD 114"X1 1/2" SIDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU SEE PLAN FOR CONNECTION 2X4 "T" ON TOP OF PANEI L LL-1 EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WI 1 Odx3" @ 4" O/C 2X4 BLOCKING WIF (2) 12d TOENAILS NON - LOAD BEARING LOCATION /" �D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS r8 SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. 1\ �5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0,1131" :NAILS EA. SIDE IT. 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL ri 0 SCALE: N.T.S. GABLE TRUSS S5 1" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 'T I JL 1 SCALE: N.T.S. -ENGINEERED PRE 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/ 100 @ 4" OIC (SEE SCHEDULE FOR SIZE AND LOCATION) (a —*'NON LOAD EXT. WALL CONN. 5 BEARING LOCATIO9 (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"X6"(U.N.O.) 1" BRACE 24" 0'0" - T-10" T-O" - 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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"X1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) BEARING I ­k'w 1v GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-10" MAX. Uj CORNERJACK z 0 HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) iz LLJ 9= \-BRACINGw/(3', dx3"AT M EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRYWALL NOTE: /-TOP CHORD 2X4 #2 SYP BRACING ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2)'7" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. JIS5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. Ll M 11 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W1 (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION �; C) 0 co ESP Cz 195 -q 0 Co ��* , - - 1 I ) - j-_ ). - 1 4­ "a 0 '0 C14 CIO C`j 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 ct thestru ural engineering portions of the drawing pages bearing Engineers signature and seal. V) CD W 4 00 co 5 5 co: �; ! 0 .0 �) L LU' u- a- - a) C: _j u:J cc U_ D_ @ _j � � 0, z :�� -0. � 0, ug r- co 1:'; N co� Z; wo W W 0nf'-;;ooq< 05 T -c� Z co �� d _j � z co T_ Lo 0 < 0 _j (0 00 z w co 00 cl V) Z (1) LU 0 LU Ln Ln X In E 8 mmm0 < .44 -A CD z< C13 z ai E -0 z < R 14 CL 0 E 0 �O 00 70 C:, E CD C14 ITT 0, zz 0< �z z M C iF 9! 6 2 mo 1, 0 z Z 1. 0� w � z Cl) 01. < 2. . 00 ca_ W U n �10 NJ C.0 ­ 0 k 1, 0 ' 0§1 CD Lo 0� LO LO 4�5 - co _j 07 U) M +_j < 0 C:) CNI 00 -0 C1q 0 L0 00 C1_4 < 04 CY) E C: "It 0 cu z E 0 E 0 0 0 'a JOB NO: 22-02396 SCALE AS NOTED SHEET NO. - S5 ___TF1 Tri __T�ffijjf.jffj T11-1 I Cn 00 00 LO LO R C;- -4- -5. (.0 0) rn Cq C:) 00 00 LO LO 41 0 311 0 -0 -C C> 9 1.0 0) LO LO *j -8 C14 tR CN CD C-4 E E r2 <1 5� 0 15 0 01 -2 CD CN CN C14 CD cli im Cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PE-R— CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WEI 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/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WEI OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX EQU;�07 AREAS, 'FLOOR SYSTEM \�PER, PLAN 41 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WEI 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 .7 Cl) 01 -1 = 1EE1 I �._= . .. A = E 19 . WWF OR I tt7�tl 11-11 —11 6x6 W1.4xW1.4 FIBERMES 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 FRAMING SHEET FOR SCHEDULE - [RSHI - ON 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 LU PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 W FOR MORE INFO Uj LU 3-.S9— 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD _j Uj D LU LAYER 1/8" THICK. U_ M ,,4suL_#,,rION PER CHART ON FLOOR PLAN Y �R rB 1\,��S6� ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) U_ LU 0 -:j 4'W" INSPECTION PORT AT = 0- EACH FILL CELL TYPICAL LU U) AT GARAGE CONTRACTOR LO C14 TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH /1,,- 410 6" BELOW GRADE NISH GRADE 00 \-STD. 90 H (3) # 5 REBAR ON Y CHAIR OOK W/3" MIN. CLEARANCE 4" V-8-1 (SEE DETAIL) TYP 2-STORY WALL SECTION REV. 03,16.21 SCALE: 3/4"=V-101" S6 I SIMPSON LSTA24 STRAP wl (8) 10d x 11/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 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' 1� \ Lix SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2x STUDS@ 1 2"x BOT. PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE I FLOOR TRUSc FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED u LL INSTALLED PER. MANUF. U SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-10" FOR ADDITIONAL INFORMATION. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. I V� "T" CORNER TYPICAL 'IT" AND CORNER DETAILS SCALE: N.T.S. 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN - FLOOR TRUSS OP SEE FRAMING WEEP SCREED C? PLAN INSTALLED PER MANUF. 1 \\-SIMPSON HETA20 W/(8) 10dxl 1/2" 2"X4" CROSS BRACE @ 48" O/C FOR THE 1 ST Z-13" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLO KING& 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"=V-0" � �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. RIBBONS DETAIL (FLOOR TRU S S SCALE: 1 1/2"=V-0" NOTE: SEE TYPICAL WALL SECTION CIS3 FOR ADDITIONAL INFORMATION 2'j� 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE 2 x STUDS @ 16" O.C. .4 W__ -A 4 A III - SEE SHEATHING SPECS ON FLOOR -1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" O.C. W/ EMBEDMENT @ 24' 2"DIA.X 3/16" PLATE WASHER / (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH d M, I 4f, I MIN 7 I- 1 11 - ' 0' �A (3) #5 CONT. ON 3" 8' CHAIR W/ 3" MIN. T qCE INTERIOR 2—STORY FRAME SECTION �'S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-1)" ADDITIONAL SLAB INFORMATION. S6 15132" OSB EXPOSUREI Fl. F—M SHEATHING PROVIDE x BLOCKING AS REQUIRED PER 0 SECTION X-X IF Uu NOT FULL < HEIGHT SHEET- U) Ll M FLOOR SYSTI 4 (2)- 2x TOP PLATE I/- BEYOND 15/32" OSB X E POSURE1 SHEATHING ul LU __ _ SOLID 2x U) I BLOCKING (d) ALL :1 /1/ SHEATHING 0 W EDGES(SEE OPENING I 1 1 SECTION X-X) Lu i U x �Lj _x uj —2x STUDS Lu BEYOND. = U) SEE PLAN 19 I I 11 0 - U) 1 x4 P.T. BASE PLATE BEYOND 2x RIBBON OR VERTICAL \--&-JHORIZONTAL SEE PLAN BLOCKING BETWEENFLOOR WALL SHEATHING SYSTEM IAIAI 1 rl rAIA'rl^Kl MIA/"%r%ARA 3/8" "S" = NAIL SPACING 314" 1/2" 1 12' S S r r - 1/2" S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS@ 3" O.C. STAGGERED FOR SHEATHING 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.) 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 Y811 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT LLI PENETRATE SURFACE MORE THAN Ys". z 0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL @ NAIL AT TOP PLATE TWO ROWS @ 4" D.C. W/ 8d COMMON NAIL Z LL @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" D.C. w] 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. Lu U) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL 0 =) Lu w LL 0 cF) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER , >� r C) a wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. < 0 0 U) �3 0'0 '0 , �_ 2 LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL U) 111 0 LL N LU 0 MEMBER IF GABLE END , LL M LL �_ U) NOTE: " " 1 . 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". WALL SHEATHING INSTALL. rc & NAILING SCHED. REVISION 12-7-2020 0, 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS 4 STAGGERED@ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS o 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 L HEADER DETAIL WAL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS 2x BLOCKING HORIZON @ INTERVALS NOT TA �. 1 1)� EXCEEDING 10'-0" (R302 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#.) 4XW . WWF OR FIBERMESH 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1. 14 A A j C"I A' 4 M 1 .4. A A A. — —I I 1E1 I M I A .1 1EE1 114-:11 - ' - A R, (3) # 5 REBAR ON 3" CHAI V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUD JACKS STUDS SIMPSON SIZE EAEND EAEND EAEND EAEND 1-4 (1) (2) (1) (2) (1) LSTA30 4-4 (2) (3) (2) (2) (1) LSTA30 _716' (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 WEEP SCREED INSTALLED PER. MANUF. AT EA. STUD 2X P.T. PLATE 00 FINISH GRADE ---TTT---T- 00 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. en C) CC) 0.0 3 E_ cz 0 LU C=) !El! C11j C=> le % To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 Lo W 8.'D CD E 01 [,- co 8 �9 0*0 u 1 0 Lo co s t ? - LL __0 0 U) .4 0 0 r-- r-- -J �, a- 0 u_ CL ': _, 4 LL Ui Ue, Co LL u- a. ui Z� _j -d Z W C -f-Do 0 % -, W W =5 _j 0 < U) c� z a co Z7, _j u') Ce) z x C"I < < z 6 3 0 W [7 7 (D CN M — Q 'o < V, :g 0 C) L/I LLJ =) Una U) U 4i E < 0 In M F__ z z < _j U_ cli E 0_ 8 E -0 cu 00 z C1 E Do 0< -Z .1 cli t .0 ra co < z< 0 Y " z aj z <0 Z, zo 2< Z. W < j C:) z ez-, 6j, m �0 C:) 00 .2 0 _r Lo LID 12 cc M C) :3 cle) 0 Cr C) U) Cn "r- 4_j 4_j 0 0 -0 C4 00 04 C:) LO 00 CY) E CNI 04 z E cc C M (L E 0 0 'a JOB NO: 22-02396 SCALE AS NOTED SHEET NO. S6 (MONO) I Rfl, TIFT cm 00 00 C14 L0 LO Cr C) r') to M rl) C11 C:) 5�' 00 00 C14 C=) Z, C14 Ln 0 C-1 CN C) CL E E Z E a CD C I 1j r 7 C*4 8 C�, C14 C14 C:) ZZ LU 11 X44 1/2" DRYWALL DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P T F TO PRODUCT F P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. A 4 APPROVAL FOR CON4)N. x4 FURRING x4 P.T. 3/16"0 X 3" LONG FURRING 3 FURRING X// (2) ROWS 3/16" x 3-1/2" -1 /4" LONG X 3/16" 0 1 /,�, I X/X TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" L1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING O.C. 2-ROWS INTO PER MANUFACTURE V DETAIL MASONRYTHROUGH 2" EDGE DIST. ATTACH 1x4 P.T. & 1x8 P.T. 1-1/211 DETAIL 1 x8 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. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/ MIN. TO PRODUCT N r1x41/2"D1 16" DOOR JAMB (REFER F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P,T. w/ (2) ROWS 3/16" APPROVAL FOR CONN x 3-1/2" TAPCON @ 16" 1x4 i (2) ROWS 3/16" x 3-1/2" O.C. & 4" FR OM EACH 'I FURRIN( TAPCON @ 16" O.0 IST & EDGE DIST. END w/ MIN. 2" 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 0dx3" 2x8 1) 1 1A if STAGGERED@ 12"O.C. 1-11A11 nPTA I I 4A L.1 I MI L LJ I MI L I I BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrCC SCALE: N.T.S. � SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG, & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 7N 2 x 8 45^ DIAGONAL T 0 (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. LK G 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS ARjEA BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/BLKG. INSTALL WDW. SCREW ANCHOR­fiq 'I 'T, " 'I, I I _,M'j 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-vz, rHK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" M IN. B-B EMBEDMENT INTOI�.) 1/4" MAX 2-4' 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od PROVIDE 2 x 8 DIAG, BRACE BTW*, NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" T LEAVE A CUT OUT IN O.S.B. ON T 0 S�B 2 x 8 VERT. BRACE(S) �U)N INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS x4 SOLID BLKG. (FULL WIDTH OF WALLS) E�_'-2 INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OS B ARC H FAC ES W/ (4) 1 Od NAI LS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. � �S PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" #5 REB, (TYP,) FILL SOLID BOTH CELLS STD. 90, HOOK T NOTCH WEB AT L—FIRST2COURSI ±5 A All'AL, IF Y = ZSUZ) 9 r UN I Z) I hAt' = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y,." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2"HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 .do 00, #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 GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 4- E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT n1LAP FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4Y�" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" = V-0" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W , W , M , AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID — OCCURS WITH MIN. 3" COVER — — — — 6-0" /1-F. m1 —111 ... ... I--- I :7� 7 GRADE A CN V z C-4 (2) #5 REBAR. (1 -STCRY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS. �R *4P#* *** 141% YP.) THE :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE I BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW­L—�� CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (") #5 REBAR (TYP,) 040 00 90- HOOK (TYP.) 0 SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. L CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYR (-) 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. wl 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 &STRUCTURAL SOFFIT SF01 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.* TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL----/ SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD ' PLYWOOD SHEATHING 'L, Vv, BLOCKING AS + REQUIREDTO + SUPPORT SOFFIT PRECAST LINTEL ENTER SOFFIT �77 SEE ELEVATION FOR OVER HANG (MAX , 4� _0") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-10" .qF:F.RHF:FT n) Amn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP W'Al IZZ q z 0 U_ 0 LU 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. 3/4" PLYWOOD DECKING GLUED X­ ATTACHED WALL SHEATHING TO >�,, 2X BOTTOM PLATE W/ 8d @ 4" AND NAILED W/ 8d COMMON @ z O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD _J 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 QlKADQr)Kl Wr_AKA1r)VTA n� l')" ('I r' @ FIRST COURSE —7' w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" L TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� OVE 7 L-fl RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1 NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. 11-011 5-011 INISH FLO b #5 BAR CENTERED W/ IN TOP C:) KNOCKOUT/ CHAIR BLOCK 4 MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT STANDARD 9 gy 00 H K #5 BARIN FILLED CELL[ vo —L, v L V L. % L, V L, STEMWALL FOOT11`NG SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"xS' 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 W1 NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY /n% "r..r"M fl^klfl SAW CUT EXISTING FOOTING SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. _C0 0 0 (-4 r ILL Lo 5 '15 'N -0 L CL 0 0 t� co - -0 0 Lu C14 C14 CD !��J_ Ce3 C> C-"> z-, 7 To the best of the Engineers knowledge, information and belief, the structural plans and spedfications 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. C. 0) W) W fl- E 10 00 'C*O c-, N CM ft _j _j L� OOD a) LO 0 C? * `� Lu C"i a. LL. LLJ _j 0 z 06 103 :E 0 9 z 0 _3 M CN W 0 M, W U) Z 00 N Z Cl) 0� S2 0 U L L < L) < 0 U) z _1 17-1 W < 0 -2 4-J U 0 c� LU 2 8. U) 0 Cl> Cl> z z < U_ ai E mo z <, 0- 8 E ­ z@ C1 0 oo E �o �o 0< �z C/) 0, z, z z < U) o2 o< 1z W2 C:) a� -0 Mj C:) co 6Ljl lo w- D � m, 0§ C:) Lo rr, LO LO 0 CL q1_ CD C10 M cr CD C) W Q0 < 0 04 00 04 0 LO 00 CN CY) E CO) 0 cts z E (n CU E 0 0 0 _j , < (D JOB NO: 22-02396 SCALE : AS NOTED SHEET NO. SS 3 a rn 00 N L0 L0 Cn c 0 M O 0 M O I N a cc) N LO LO `v C V) 311 0 0 to d] M O I L ') c V) 0 i L Q N N Q CL a E 0 x 0 v m i y fl 0 vv 0 U N a U a z I Y i 0 v J ti N O M N u5 0 0 a N 0 K) N N 0 Q m 3 v cn 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" _� AND1" GAP TOP AND BOTTOM, GLUED AND 77 NAILED TO STRINGER j 2x4 BEHIND RISER / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL 4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G /7/7/7/7A —2x6 SYP ROVIDIMOISTURE PROTE ATTACH ALL COMPONEN 2x4 SYP BLOCKING OF STAIR TO CONC. W/ T" AND NAILED TO FLOOR WITH GLUE FOR STRAP2x4 PT NOTCHED INTO STRINGER 2 J" TAPCONS @ MAX. 32" (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND / \ OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER / 2 4' TAPCONS @ MAX. 32" O.C. / "'I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH GA� TOP OF STRINGER TIN STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) STRINGER CONTACT POINTS \ / SCALE: 2' = 1'-0" MALL / NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 0-' 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 GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: i" = 1'-0" SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL —2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D -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 i� J SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx/GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING SECTION VIEW "E" E SECTION VIEW SCALE: = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWOOE ON DECK --2x8 SYP GIL AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST STRINGER OPTION: 2X4 CUT ON (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD BEVEL GLUED AND NAILED TO SUPPORT OR 1"X16" LVL SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 21" = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST 1 POST LET INTO (LOCK IDE KI NG 2X8 BLOCKING FOR (NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES BLOCKING STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS 3 D OR 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" N C) O 1:0 ' � N 00 C ® -T cif U3 N c'd n 0 .0 =' 3 G i✓ t6 0 611 N 0 CV M N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. n P_ o E 01 oo ei M N 03 N N m ft J lL V O , J 0' `° 9 rn oo � at `` w 9) r/5 r-- a � w °- a uiMv a Y Co LL LL aLy Z Z O O _ o _ ~ w U5 cj d IL Z N MZ WtoO ILW Z O U 0_j U) W ❑ ❑ ❑ V M z N M o� zM� z Q J N � o i V W M V O w o tf) w ) U w ow, F— J E t U C Cf) ®� sm O CO w co M o Z U_ U_ n¢ 2 O �o > N <� QE O F Z B oa H ro o @ xCIO 0 &Q w� 0° o ww N o �� L ¢ m 0 N C OU o& z z J m ¢� Q W �z N o< Z 5° a) LL a0 0w W a oo o Jz ?.< �o O F v z d ° c O 0 ;n > Lo LO m < 0 OC:) CT O Y Y r U o �/1 t1! N 00 O LO 00 N M r ui w CN CV o Z rEo Z E (n fd c a cc U Q p c JOB NO: 22-02396 SCALE : AS NOTED SHEET NO. ST I� ! I I 11 lil 11 3 a 00 00 CV L0 v Cn 0 0 W) 0 0 J N O I CV a 00 N LO v Cr 0 a M 0 0 J O I L0 v V) 0 a 0 3 Q N N v d E O S C C J y O V v 0 �l N 0 i U a z i O 0 x ti N N cV a 0 0 a N 0 cV 0 Q m 0 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVERTOP 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) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. N NJ EXT. SHEATHING MASONRY WALL 0 BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO �A E PN R SELAFOCONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE IN OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • •o SURFACE QA 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48 O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ 6 ( ) 10d x 1 1/2" CLIP EACH SIDE •• OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF 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 (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •' • � SHEATHING (MIN. 7/16") FLOOR TRUSS/ 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„0 FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4 TITENS � SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO 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. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR 2x6 TOP JAMB STUD CONNECTION IF MSTAM36 NOTCHED AT HEADER LOCATION (2) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w/(18) OF CRIPPLES IF LONGER THAN 8" i° T 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 A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d FLUSH THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS w/ SEE PLAN FOR SIZE :.; NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 10d NAILS a INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION j SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. () STRAPS w/ 42 16d NAILS ( } DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x - PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS Aj; BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM O SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ 2 12d TOENAILS T/B () (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 AB 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER ! SILL MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, ) OR LVL GIRDER SYP U.N.O. 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 ( ) 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 () FOR 2 x CONT. T f Al AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C• TO BE INSTALLED AT EACH END. COL. SIZE INTERIOR HEADER 2 x 4 #2 SPF STUDS B OG 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. (1) (2) (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ E F TYP SEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. n 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 (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 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 g" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP AND SIMPSON SP1 w/ (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 PLAN1L TO ANY GIRDER TRUSS IN THIS 2 STORY INT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj HEADER CONN @ 2nd FLOOR STUDS BELOW I (24)10dx11/2"NAILS AT TOP AND BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER . 6 2 STORY COL. aC� GIRDER 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. 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 (2) SIMPSON LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (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 OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END 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. 3" O/C �c 2 2x HEADER SEE PLAN 2x CRIPPLES @ 16 O.C. () @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. -9T STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. N (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET j. 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT 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 SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. BLOCK P SIMPSON LSTA30 w/ 2x CRIPPLE AT EACH (22) 10d NAILS 10d NAILS & (4) 1/4 x2 1/4 PLATE AOTTACHUT PENING\ CENTERE TAPCONS �" NAILS NAIILEENDOD TOO STUD PACK i ' FLOOR DEDCK FLOOR DECK @/3'2O.C.d BEYOND _X 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 SIZE &CONNECTIONS NOTE: PER PLAN 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 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. co cc a' t tS► � i= 6 ' CJ CN \� W IV t s Q 0 .y Zq ✓> 0 0 . a 0M ,; s- ' ow CV CV N M N CV it RAP J To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Ronda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W u) Q O M 8cc N °0 N J cn 0 7 Cc t�A # LL W - d iii rn r - r- W ILL aM 7 a Y 0" au� z�0 Q r O W Co N (O M OO J cncn a Z IL � U U O rii Z W ��� z N �o z W z iz Gc J _ n M N z � W lJ O +J o .0 .Ri W o c w U 6 W J E '•u• U o N W Q ®0 o Q w co C13 Z o z ZZ J CL E$ tt =o Woa'L g >o Z® C6 a= °� — �o 0 ¢a UO O U Z C O E COV a p woo ¢ rL � w L U) e - i ❑ n o '0 o LL > Z (n J �� �w o a 3 iZ 0 `� U d m w xk o aY ;o co V ZIQ U 0 2O = > ILn cc ~ (Q O O O _ Y U �I N 00 .� o LO N Q M T_ 6 m Z N D w N d Z z E O CU d U J Q J JOB NO: 22-02396 SCALE : AS NOTED SHEET NO. D 2 3 a 00 00 CV LO LO V_ V) 0 Q 0 0 J M 0 I N i a 00 co LO 0 U) 0 a 0 0 O M 0 I 0 c F— Q N 0 G E E v c J y ti 0 V E U i o `- U :a i z y I i 0 •U J ti N 0 N a 0 a N N M N 0 Q m CROSS BRACING DETAIL (TYP.), SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAYBE NAILED w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. D6 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS vv/ G- I VU `Lv L/n=_l r I r\V VV vv"U 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 'J PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 1 A ----LWOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS 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 ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS 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) #7 x 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 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a" INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP - PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS FPLATESPFTOP BOTTOM CHORD 3 - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OL SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY r8 SCALE:NTS SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYP I C WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS )IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 2OOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR L.SEE PLAN L. FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR 0. . SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS EXTERIOR SHEATHING ATTACHED PER 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. h 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ xx (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 1 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR - ADDITIONAL OUTLOOKER INFO. I TRUSS iFPM?J W TA01671 (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON aa. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a<. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING Xm ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT 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. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS - OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX, (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED 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 STUD) 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: NTS DETAILS &SECTIONS a i L N 2- C::� ;- hJ LO 2. C. N r xS n 0 .0 .3 C: W N N O C'�! M N N 0 > r.o Z 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. M ko Ill 'T E 4 0 N U co J 10- N 6F L= C ��,��"W M W r� � r- � — M N o LL a aLu 4 J U_ L= z ��o 0 I .. 20— O h w OC �F,No ROB W 05 c, 3 N co afDO LOL 00 �� d -1 a ZW O U U vvi o00 N z N 0 C, Z N z o � J 0_ � n M Ln z c V! � - 0Ur +� cf:) W m ° U 0 w o N o~ D cn A (z U3 �- - s 8 = i'.. U 'o Q N 0 I� o Co w C13 ¢ p z Q I U_ Iz E o zo ¢� > ¢� Z® W� E H CU S3 x� &' �0 0 o� C:� N¢o o az ro '� z aZ �w L U)C ¢ o oY m � F O 0, QJ mm < ¢w rn N o< Z Z 30 N Q a �W w� a� M3 o CD O co�<0, w¢ I a 03 C:O 0 = ;n > Lo LO LO m c� 0- ~ (10 O M Y U r o m co (� ate1 C�1 .Q N 00 o LO N Q r cN bj m Ar_ N � 04 o Z Z E O 0 a E o ai U 0 ¢ p v JOB NO: 22-02396 SCALE: AS NOTED SHEET NO. D 1 T.E 0�- 00 cc) C'4 LO 311 -.2- -.4- C=) r") CD C14 C14 :�E Cn co co C'4 U-) L0 ar 3:� _< C:) CIA ul -AM C14 E F2 W (D E a a 9 r 7 .(D 9 0 C14 C,4 C14 c"I -FIN Z THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF - , , . , MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO -WIN DOW FRAME 1\\\-" MASONRY ATTACHED '. .4 PER CODE 6) TOOLED SEALANT S E REQUIREMENTS I:INT JE:A BEAD BRIDGING GNGWI AND NDOW CLADDING AND WIN ow FRAME - 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 0605 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE 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 JAMB, SILL AND HEAD DETAIL WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow tor flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING NAILING FLANGE SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING DECK JOIST EXTRUDED SHOULDER 2x FRAMEWALL SELF -ADHERED FLASHING PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1 Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material I x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1/2" DUROCII 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT SLOPED MUD BED F1_ 4' 11 - VINYL SHOWER P AN H SLOPE WEATHER JE BARRIER & 1ARILY SECURE WOOD FRAME CONSTR. EXTERIC�R SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING (SEE DETAIL WP07) ED FLASHING 1 WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING: 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 1 14 E AIM SELF-ADHER Q V-4" PER PLAN V-0" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER uJ U) > < A WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0. 6 cm : 30.5 cm) include flashing as described in Section R703.4. 3/4"-V 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 water EXTERIOR NAIL BRAND OR EQUAL WEATHER within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other e_ SUBFLOOR 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 RIM JOIST 11 appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 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 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space, RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING FLANGED WINDOW shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED 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 (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 SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) VERTICALLY FROM contraction, ASTMC1 28 1, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: THRESHOLD 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 4 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2 7 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMANVDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under AWL stucco copings. C INSTALL SELF -ADHERED FLASHING JAMB HEAD FLASHING SEE 4PER <> 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground 4.4.Continuously above all projecting wood trim. 7 7 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. 7. 7.At built-in autters. Water Resistant Barrier �LF-ADHERED FLASHING TCH HERED FLASHING 2 4 5 V T - - - � Z Z I\/ �1/ < UJ PLASTER STOP a- W (f) CONTINUOUS BACKER 0 LLJ ROD & SEALANT 0 U.J Lu !I cr_ Lu Lu CO 0 Cn FOUNDATION WEEP SCREED STRIP OF SAF I DRAINAGE PLANE WRB BOND BREAK WRB ISF LATH WRAP DIP WRB ONTO I THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTI LEVER 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 kSTER STOP NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH CTURAL FRAMING CTURAL SHEATHING OF SAF JAGE PLANE WRB BREAK WRB TH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 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 ASTMC 1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C") _>_�, aw, C:) - � C11) 0 'C' ('j 0 CL 0,10 711 j) �3 C: 0 A-71 03 - 0 4- C`> To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Build ng Code - Residential 7th Edition. Engineers signature and seal is only for the tructural engineering portions of the drawing pages bearing B Engineers signature and seal, to CD LO W '1�1 E Z9 I" 'NAM 14- C� co 8 ('0 ;22 Co 5 N Cc:) 0 (D U_ uJ W 0 ""? Z t? 0 CN 0 LL a- I M U_ u- a. 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W P F- -1 1 F- -TT- Mounting Brackets (10 Gaupi +V.2*x+1!2'x2-1Z* See Anchor ftisheri / Seif-�klrwq Nuts Back Cross Support (May be cut to W) Right Bracket (16 Gauge) Z=Mnia #14 Self -Drilling screw� A A/C Unlit krttum Edge /C Ur Hurricane Soap ( _rM � _3 7�irwicaV3 in front) Front Cross Support ontC=utt.W) (May be cut to W) Left Bracket 0 6 Ga uge) #14Self-DrIlIng ScreAsThru Brackets& Back Cross Support Into A/C Unit Bancirin Side (Tpical: 3 each side for hurricane use) SpocrG. -I"- maiturato-- i" -Lh ini t4dirsocounic.alar Birpoa� RAhm sipail i)= avadsm. upon "clow rW.aAP*) Florida Department of Business & Professional Regulation Poia,irl Building Codes and Standards 1 ?JI &202 1 PrinductApproval Application Detail Code AnIfty Or Data Data Dato Peridno V%. Ivo. VersIm Manufalpturior Corniacti Indmini, & License V.Ildbd ft V.1keted submitted F5C Appro" ADADOVO Brain$ Affi-tron 2020 sn."t Vent lrodupla� I-, Wh..l G.h.. Harm- F, N- P.E, Looks Boarden P.E. 12M&12020 i21i6e2020 12a8mn App-d Care9w. arm `xal Components (677) 441-836a PE-7378 (334) 300-1800 subcategory! Ploducts inti-W-class R.ultitf N-Taphrel.", cippiplancs M*`hd: E"Ju.n. R Poll from s. F1.1pla R.9lat-d N,hitect- LIZeed Floncia F,OTe.,.nd, Engineer Quality Aesurarsv Apor-ciforU.. Approved for Us, Iffirtsy castor _F=!t�unintnir - Inime Podust D-riation, contract oste 1, HVHZ outside HvHZ R,,Iht,,i p.... 1 4154 510 Dual Functl= Flood and Ventilation Varit 12131f2 yes ye. NiA �100/ 100 Sm.1tvant Modal #1540-611 D-1 Function Flood and Vchiltition Vert lmin`:123 Yee Y. NIA 3 191-murtVient Modtil#1540�520 nsulatad = Vent IW112= y . yes N?A 4 Srn.hVis. M #'54C'U1 Insulated F ood Vent 12131/2G22i :a 'Na NiA 5 "al it 540. 124 16&q.d;G ... a. Onor Flood Vent IM11/2023 Y. yea NJA NJA 6 SmartV.nt Mld ! *1 5 -170 Wood Wall Insulated Flood Vent 12J31)2023 Yes Y Nis% -100 100 I 54 0- 74 SmariVeril Mod: itil 40 5 14,5&quct: Garage Door Flood Voet IPJ3i/2023 yas Y:: WA N)A Florida Department of Buslness is Professional Regulattion Building Codes and Standards Product Approval Application Detail Page 1 Iri .2 Code Eni or Delta Dad. Date ftnitino Data V-1- Manufacturer Conlact Epparear & Ucanse V.Ildhid 5, Mandated flujoppiti,ol FOC Anei A-r- status 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Priest Lock. D�Wieri RE 138(10/2920 08109(l!020 0612012020 10113rA20 Appir-d Cale,giery: pooling (5021303-1511 PE-74021 (334)IM-1800 Su"Caregorin Metal Ricalting Jsx-talRdroximet-m .omplianct method: E`aivafloli Ration from a PI odds Registered Areb "d ... Licer sed Florida Profeasi.nel Engineer ruln;*I�REI Products QuallorAssurance ApproV4ol for Use Appro"d for Me Impact Design IMA P[2091 WdeL Number =111d, lir-okot Description Contract ExpIraflon Mate In WMZ outside HVHZ Resistant Pressure 1 DmxeJ Metal Roofrg Syshe GMO 1 GDNS� DMQ 1 Sues, QMO 175S. OMO 2008. 12131rZ025 yes No NIA lo,'180 ouc ffV Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail le.go 2 of 4 ln5MZ2 Gode Entity or, Date D-% Date Pendfina Date T_e Version Manufacture Contact Eno Inster & License Validated B Validated Sulow iti IFBC Appi-I Approved status Re,iiSlcai 2020 Therma-Tru Corporation stevejastobirson Lyndon F. Schmidt. RE Ryan J. King, P. E. 041152921 12rZ1r202O 04f22)2021 OISION2021 Appircaned Category: Extorw Doons (600) 343-7626 PE-434M (813) 767-6655 SvIrCategory: Stenging Exterior Door-Assnemblies sj..p­n@tharm.bu CO in pflarr,6 Madhod: E-1-tion R.pD,tfr.m . Im Florida Raoisioned Architect or a 1-loensed Florida Engineer FlV20468,R6 Products QUOIRV ASOU rance AgioromigiferUse, ApproyadforUs Impact Qrraja n lea unt bar or Name priced opt Description Ccntraj��h Dabe In HVHZ Outside HVHZ Resistant Pressure IN and S-th-St., Nominal 6&439,,8 i3iductImpasMquot Opaque No Yes yes NA Composite Edge, Fiberglass, Single Door (I nsWn91OUts%-4ng: X 00infig[Uhatort) 2 b Thermai-Tru I'llber-Classic and Smooth.Star Nominal 5&939:8 liqUatirnpaCtILquot, Opaque 12f3112022 No Yes yes WA Com 'asite Edge Fiberglass Shgle Door with Eid.litis(s) (Ina�iingYOWvAng; XO, OXot OXO confi gur"ons) a c. Therma-Trul Fiber-Classicand Smooth -Stair Nominal 6&030;8 &qudt or& -t Op quo 120112022 NO Yes yes NfA Composite Edge Fibergiatolibq1U. Doorwith or wtrout Sid,lites firpswingfOutswing; )G(or OXXO configurations) 4 d. Therma-7m riber-Classic and Smooth -Star Nominal 83&#39,0 &cluotirrIpacta opt; Opaque 1213112022 140 Yes Yes NIA Composite Edge Fiberglass SZe Door �fng%lngxOutswingr X conliguraticar) 5 e. Tharma-Tru Piper-Cla0m and 5mooth-Stair Nominal 8&039;0 &quot, trip Opaque I�J31J2022 No Yes Yes WA site Compot Edge, Fiderqla1sar=0e"L1- or A It Sidelb.C.) XO. OX Or OX0 configurations) 6 f. 7herma-Tru Fiber -Classic and Smootlh-Star Nominal 6&#50,0 i1quot;impasti1quot; Opaque IM1M22 No Va. Y.S NfA Composite Edge Fiberglass Double Door Wth Or wfthp�t Sidelftes (Ird,,sqWOut.%,ArJ: XX Or OXX0 contigi.ne 'doni,) 7 g, Thermai-Tru Foar-C4assic and Smooth -Star Nominal 6&#3a,8 &qucQrnpact&quot; Glazed 12J31=22 NO yeds yes WA Composite Edge Filaarglasse Sing]. Door (In.wina,io.hawir's X-rifig-ti-) 8 h. Themmi File-Clitsis and Smol Nominal 6&#39;8 �quotlmpet&q-t GI -el 112f3li= No yes Yes NfA Composite Edge Fildergi- Single Door with $idalkef,t) OnsAnglOulsyting: XO..OXca- OXO configurations) 9 i. Therma-Tru Piblar-ClassiG and Smooth -Star Nominal 6&#39,8 &quotl mpact&quot Glazoad Qi3lf2022 NO Yes Yes NIA Composite Edge Fiberglass Double Door Wth or without Sidalites. (InswingfOutowing; >0�cr OXXO configi,irriti.n.) 10 J. Therma-Tru Fber-Clasaic ar�d Smooth -Star NomInal E&#39;0 iiquotImpactilquot; Glazed 12131t2022 No Yes yes NIA Com p..,t. Edge Fiberglass Single Door linuestnoloutswing! X pertrigunatibri) 11 k. Therma-Trul Fiber-Closgicand Smooth -Stair Nominal S&#39ro iquot;i trepairMiquiat, Glazed 1213112022 Me Yes Yes NIA Composite Edge Fiberglass Sirige Doorwith Sidelle(s) (Inise4rdilCus-IL XO, OXor OXO configurations) 12 1. Therm2-Tru Fiber-Cicassic and Smooth -Star Nominal 8&#39:0 &quot;l rnpaetactuot Glazed 12f3lr2O22 No yea Y.. NIA Composite Edge Fiberglass Double Door Oth �Ith.ul,Sidefiters onsiWinglOutswirg: )O(or CXXO -fig.ralitinsil 13 m. Therma-Tru Fliber-Classicand Simpoth-Star Noml' a] 603D,8 8tuotImpactSquat, Glazed Molded 1213112022 No yes Yes NIA Open Composite FxIge Fiberglass Single Door (InswirUfOutswIng Xconfiliviation) 14 n. Therma-Tru Filier-C42soc and Smooth-St2r Nominal 6&#3R.5 &qudtImpact&qup� Glazed Molded 12t3l=22 No year yos WA Open Composite Eggs Raelglassi Single Docir with Glazed Molded Open Sidelite(s) (inswingiCutswing; X0, OX or OXO conlill-beni.) 15 o. Thermai-Tm Fliber-Classle and 8mooth-Star Nomin .1 6&ff39r8 &,quatinnipiactilquot, Glazed Molded 12131J2022 No yes; yes, NIA open Composite Edge Fiberglaess Doubt. Do., %,AtM ­khout,3 lazed Molded Opnn SkIpirt" (I nswingOurtswingi XXor­Qi4X0 configuratiorns), to p. Than-Tru Filb-Cla-1. and S-th-St., Nominal 62,93S6 i1quotImp.oftiquorn Opaque 12J3112022 No Y- Y- NIA Con"Itimits Edge R bergiass Sirigle Door with Molded Open Sidelite(s) (Inswng/Out5wng: XO, OX or OX0 configurations) 17 q. Thermia-7ru Fiber -Classic and Smooth -Star Nominal 69#39:8 &quot;Imdact&quot; Opaque 12i5lt=2 No yea Yoo N/A =.It. Edge F tdnlapw Double Dcor w1h or Glazed M.L an Sidelines (InsWng1Ou1sw1ng;,XX or OXXO coinfigurations) Florida Department of BusIriess & Professional Regusiltion Building Codes and Standards Product Approval Application Detail Pag.1 dl ir.=l Code 5AW W Dade Dat. Data Pinnoin, [We MaNe Version shurnuleunufar contact engineer 9 I-cernere Validated IW Validated eubmilea(l POO Approval Approve Opm R.Asion 2020 IOSTIrd-ri.. Jana Roo-ki Mlimll-D.do ecco - OER Minmi-Nd, SCCCI - VAL 1IJ19r2D20 lltNM20 Appir-d CA.W�. Exterior D,wa (041) 486-0100 Jd6i 315�2590 S uInC.I.Ippry, Sildrag E��.ror Door Assemblies J­ki@pgtIrd.ah1a..c Compliance method: Q. difiesti- WN . Liabrip an, Quality Assuraince Approwd fair Us A .... vd for U51 Impact Rilw &-QA �ftjllgilal. Number or No- Product D ... mriart ip IfvHT Dohild, HVH R"Istant prese., a 7, (Large Missile Impacq VJnyl Siloang Glass D-r (14114,2021 yea yea yea NIA January 27, 2022 PRODUCT APPRO"VAL SPECIFICATION SHEE'T(2022) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the infbirmation and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying fbir a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expis Date 1. EXTERIOR DOORS ITherm 9 A. SWINGING aTru Fiber -Classic and Sm oath -Star (NON4MPACT) FL20461.1 � C-7 r, I IC 7 n es 4 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 F Ll 5332.1 - FL1 5332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SEC11ONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) F L8248. 10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) F L8248.1 1 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 F L1 7499.2 +60.0/-60.0 psf 101812023 PGT Series 5500 FL239.2 NIA 713011 B. HORIZONTAL SLIDER MI Windows and Doors Sedes 188 FL15351.1 + 55.0/-55.0 psf 2/1612024 C . FIXED MI Windows and Doors Series 185 FL15349.1 +60.0t-60.0 psf 4/3/2023 PGT Sedes 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PG Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding F Ll 3192.1 - FL1 3192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Sofflt FL15272.1 - FL1527Z2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES G A F 3 Tab, Dimensional FL10124.1 NfA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NIA 6/29/2023 C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent F Ll 7202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NYA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V F Ll 7679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels F Ll 5076.1 - FL1 5076.2 NIA 12/31/2022 All American Shutters & Glass Galwnized Steel Storrn Panels F Ll 7869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A . WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1 999.1 - FL1 999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3131/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels F Ll 774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following inf.brmation must be available to the inspector on the jobisiter 1) copy of the product approval, 2) Florida Department of Business& Professional RegQlation Nge I of 3 Building Codes and Standards 1M022 Product Approval Application Detail code erillibror Date Date IlataPendina um T-e Versio Manufacturer Contain: Enoineer & Ucense vall4ate Validated Submitted FQC ApproVal Aggroved status Re,iolon 2020 Thorma-Tru Corporation St.,.,e Jaspasrsn Lyndo n F. Schmidt P.F_ Ryan J. King, RE_ 07123J2020 07YI212020 0112912C,20 10`1312020 Appr-.d Category. Etri.r Do- (800) 843-7628 PGA3409 (813) 767-6655 Subcategory: Swinging E:xterior Door Assamblies spsperson@tha-tm.- Co'"pilance Method: Evaluation Report from a m Florida Reg ttered Architect Or a Li�oaraed Florida -ZL#20470 Prof -lot Engineenr Products, QualitIvAssurance ApprisoadforUse, ApprovedforUse mpacrt Deedern Seq te Plot] ult M or Nome Product Description ContlEaTMIr Date in HVHZ Outside HVHZ Resistant Pressure 1 mpi.'�el,,lltrmber a ";7 b-clasax; and Simooth-Sta, Nominal OM39:8 &qot.I.pact&quct. Opaque Yes Yes yea NIA Composite Edge Fibeglanue Single Door (In.W.glouiswingi X O.'figunint-) 2 b Thwma-Tm FiberClassic and Smooth -Star Nominal 6409: 8 aquot.impapaquat, Opaque 12)3112022 Y Yeis, Yes WA Composite Edge Fiberglass Single Dipcirv�,th S;dislWti) (Inswing/Outswitii: XO, OX.r OX0 configurations) 3 c. Therma-Tru FIber-Classo and Smooth -Star Nominal 5440g;i2l IIquotlinpactil,quol; Opaque, J;J31/2022 yes Yes yea NfA Composite Edge Filbiiigl... Double Do., with or without Sidellres XX ., OXX0 configurations) 4 d. Therma-Tru Fitner-Classic and ShoOth-staf NomIn2l aa#39;1) aquotimpacmquol; Opaque IMIt2022 yed, Yes, yeal NtA Composite Edge Fiberglass 8 " - Door (InewrigO.tewng; X-r-figiorX'n) 5 Th--Tr. Fibe,Cl .. to and Sm..ffi�Slta, Numml B&M9,0 &q,uc.I;I.p.Ft&qut Open- 12J31=2 Yes Yie. yes NfA Composite Edge Fiberglass Single Door wth Slidelite(s) (InewinglOutewrig: XO, OX or OXO configurations) a f. Therma-Tru FlIcer-Claissic arld SmDoth-Star Nominal 8&#39;0 &quallImpactli,quol; Opaque 12131=22 Y.. Yes Y- NfA Composite Edge Fiberglass Double Door wth or without Sidolites (inswing/Oubamrig. )0' , or =0 configurations) T g. Therma.Tru R ber-Classfe and Emooth-Star Nominal 6&#W,8 llcluntlimiciactitoluot Gazed l2t3l/2022 yea Yes Yiss NIA Composite Edge Fiberglass Single Door thswng/Oulswing; X configurstion) 8 In. Thwina-Tru Filber­Classi� and Smoorth-Star Nominal 6&#39;8 squot'Impact&quot, Glazed IMIRD22 Yo. Yea Yes N(A Composite Edge Fiberglass Single Door ivith ad.liho(s) (I"swingfOutowing; XO, OX or 3XO ocinfigurati O's.) 9 i, 7horma-Tru Fibeit-Ciassic and Smooth-8taur Nominal 6&#3g,8 &quot;Irmp.pt&quot: Gitcnod 1 W1 l2022 yes, Yes Yes N(A Composite Edge Fiberglass Double Door With or Without Sidelites (In"Ing/Outsving: XX or OXXO configurations) 10 J. Therrhar-Tru Flbew-088SIG and Smooth -Star Nominal 8&#S9;0 &quct;Im;pact&qucnr Glazed I nl= Yes Yes Yes NfA Composite Edge Fiberglass Single Door (I-Wing/Ourtswing; X onnfg.narfi.n� 11 K. Therma-Tru and Srhaollh.star Nominal 8Z#39; 0 &iquictimpgamquot Glazed 12131)2022 Yes Yes Yes NIA Composite Edge Foargl.. Single D.O,,eifth sdirlke(s� (I ... vilglo.ta'A'g; XO. OX or OXO cartfigursiso 'a) 12 1, Thiamrsi-Tru Fibion-Classi. no Smooth-3., Nominal 8&#39;0 &quiptImpactiiquort, Glazed 12/3112022 y Y_ Y.o NfA Composite Edge Fiberglass Doubt- Doorwith or without Sidelftes, (InsmingtOutswIng. XXor QXYO configurations) 13 m. Themna-Tru Fiber-Clasige end Shilooth-stir Nominal e&#3R,.S &quotImp2ct&qJo1: Opaq� 17J3112022 Y as Y_ Y.. NfA Composite Edge Fiberglass Single D- with &quor,Nchl­Impact&quot; Sidelltal�) (Inswing/Outeyving; XO, OX or OX0 configurations) 14 n. Tharma-Tru Rber.Clossic and Smooth -Star Nominal 6&*39;11 Opaque 12J31J2022 yes, Y- Yed, NIA Componate Edge Fiberglass Oda-ble, boor with &qudt,,Non-Imgad&quot; Sidelites (InsWrilifOutsWng; OXXO configuration) 15 0. Therma-Tru Fiber-Clanssic and Smooth-Ster Nominal 84&#39.0 tiquipt.ImpactiIquot, Opaque 1 W1 !2022 Yee Yes Y.s NIA Comp-ite EdIg a Fiberglass Single, Door With i3.quOt;Non­InIP.Ct8q.OI; sidislite(.) (Inswinglout'wing; XO, OX or OXOconfilIvreificins) 16 p. Therma,Tru Filbar-Classic and Smooth -star Nominal 8&#3RQ &quot;Imppct&quct Opaque 12J310022 Yes Yas Yes NfA Composite Edge Fibeargliass. Double Door with &quot;Noni-I.p.ct&qu.t; Sid.litos (1-wrig/Out.,eing; OXX9 configuration) 17 q Therm.-Tnu Fib.,Cl .. i. and S.-th-St., Nominal 6&93RB &q.cA;N.n-lmpct&q­t Op.quis 12J31M22 Y Yets No NfA Composite Edge Fiberglass Slngle Door (InsWinglouts,xing; X configuration) 18 r, Thermpa-Tru Filow-Cliessic and Shrooth-Star Nominal 6&#319.8 &quotNon-Impact&quot Opaque 1 W1 12022 Yess Yiss No WA Compoisto Edge F;Iberglasa Single Dwrwth Scelths(s) QnsoArgrOuldswing: X0. OX or OXO configuration.) 19 a. Therima-Tru Fib-Clausa. and S-oth-Star Nomi�16a#39;Ll&quotNon-Impact&qucy� Opaque InI12022 Yeo Yes No NIA Composite Edg. I'llowgiasts Double Door with or without Sidelltes (I­inglOutsw� ing; XX or OXXO configuration.) 20 t Therma-Tru Fibo,0a*5i- and Smocoh-81., Nominal 8&#3" SquatNon-I mpooftuot Opaque IMII= Yes Ye`5 No NIA Composite Edge Fiporgilass Single Door (I ­gfOutswing; X configuration) 21 u. Thenmer-Tru Fiber Classic and Smooth -Star Nominal 8&#39:0 &quotNon-1mpact&quol; Opaque 1 nI 12022 Yes Yes No NiA Composite Edge Fiberglass Single Door Win Sid.litar(s) (IrrawnglOutawing; XO, OX or OXO contiourations) �i2 Thiam-s-7. Fib-Clssei-miSincib-Sla, Nominal 8&#99;0 &quot;N­Irnpad&qu1i; Opaque 12t3lM22 Yet. Y­ No NfA Composite Edge Fiberglass Double Doo"Ath or withoutSidialtes (Inewing/Outswilig: )0' , � OXXO configuridicrn�) Z3 w Thermst-Trm Fiber-Clogruic and Smooth-StIgir Nominal ftft�19;8 &qunitNon-fmpactaqmot;, Glazod 121slr422 Yes Yes No NIA Composite Edge Fiborgl.aa Single Door f1moxing/Out-ing; X configuration) 24 Thema-Tru Fiber -Classic and Smooth -Star Nominal M#39�8 &quot:Non-Impapt8,quot; Glared IM112022 Yes Y.5 No NfA Composite Edge Fiberglass Single Door with Voldloo(s) 41 naWhgy0utwhg. XO, OX Or OXO coinfigualims) 25 y. Tlrsrrna-T� Fiber-Clase,leand SmorptlI Nominal 6&#39;8 &quothion-Impactil,quat; Glazed 12r31i2022 Yes yea No WA Composite Edge Fiberglass Double Door Wth or withoutSidelftes (Irrawing/Outs,-Ang; XX or OXX0 ... figuration.) 26 z Therma-7m Fiber.Class4c and Nominal 8&*39;0 t3iluothion-Impact9cuot; Gleized 12J31r2O22 Y_ yes No NIA Composite Ecig a F"biarglass; Single Door Onswing/Crutswing; X octrigumition) 27 za. TI,­a-Tm Floor -Classic and Smooth -Star Nominal 8&039:0 8qu'rNm-Irrpact8qUot; Gazed 12131= Y- Y_ No N/A Composite Edge F�bergiaaas Single Door with Sidelite(s) (Inswing;)Outswirs: XO, OX Or OXC configurations) 28 zb. Thermai-Tru Foor-Classic and Smooth -Star Nominal s&439;0&quct.Non­Jrnpact8quo1;Gl zed 02 1213112022 yoa yes No NIA Composite Edge Fiberglass Double Door With or Wthout Sidelites. (Inswing/Outswing; >Dror OXXO configuration.) Florida Departmentof Business & Professional Regulation page i of 2 Sullcling Codes and Standards tri=l Product Approval Application Detail Code Entor ior Data Data Dole pandl. Dist. Mae Varloh fflan,facturar C.Wra 6n,inv& Licons, validated 8� Validated submitted FBC Ancrowl A,,,,,d FAA,- R-lown 2020 Ml WrOlows and Doom Benteftg, LuIs Roberti, Lwas St-n A Ditch PE 10101IR020 101011`2020 IOAW2020 12J1512020 Ppp_d category: Exterior D-a (717) 365-3300 PE-82544 (71T)31T-8454 SulsoAtiagory: Sliding Exterior Dom Assemblies bit1Ing,r.Crhhd... Compliance Mehod: Evaluallart Report from a Florlds Registered Architect or. Ucanaspi Florida Preft�aionn,l Engineer Quality As-ariM App[pss,dfQ[uSa Acproiood for Us, Impact Design sea Prodyg Repel, liliaboror Name Product Nafficido Coartirgal Expiratiol, PA[q In HVH Ntsildo HVHZ Rotuan( preswra I SERIES 420ALUMINUM SGO SERIES 420 ALUMINUMSGDOXO 1213V2024 No Yes No N/A 145 '/4&quclx80,&.quot: NC44-REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SOD OX XO. XX 12GI/2024 No 'fes No N/A 9Caqud;x ao&quot: NOti-RENFORCE0 3 SERIES 420ALUMINUM SOO REINFORCED 51ERIES 420ALUMINUMSGD RENFORCEDOX0 12r3l/2024 No yes No N;A 14�3/44c.0;.'A"..t: 4 SERIES 420ALUMINUM &00 REINFORCED SERIES 420 ALUMINUMSGD REINFORCEDGY, 1WI12024 No Y. No NYA XO. XX 6 SERIES 420ALUMINUM SOD REIWORCED SERIES 420 ALUMINUM SOD REINFORCED XXX No yars No WA 142iliquaxs(Niquot; Florida Departmord of Business & Professional Regulation P.9.4 oll Building Codes and Standards Inii Product Approval Application Detail code Entity o, Type Version Manufacturer Conlast Enalthitur & 1.1cens. Roosion 2020 Wvme-DaRon, a division of0-head Door [).syn. K-hi., John E.S.ties Corporation (ni))763-8121 PE-51737 Category, Exterior Doons dKorninnig"yne-dallon c S.IsCad.g.ry, Sectional Exterior D-A intiflas Method! E%st.ahon Report frorn. FOrlda RegIsteredArchitect,ors Licensed Flonda Proteaticoad Endno� ,*Alm firoctuds Sao 0 M115" or Nam Product Descrip0i) 3 9iuIr", : NBx Ydcllh, 14039; M� height. Gliding ity.1101. in top or Intormodiar. section. 10 $Do"10"200#1123 16 s#39; Manvidthr 146,M: Max height. Glazing available In top or ints-ediate ocction. 11 4000,6101)At,200 #1124 16059� Maxvhdffi� 146#39: Maxhaight, Gazing iwatable In top or Intarmodian, $action. Dr. DO& cato pasporn. Data Validated EIV Validated Submitted FDC Approyal Approved star - Jeffrey P. Arneson, P E 1 D/1 2MZO 0929M20 10t23)2020 1211512020 Approod (904) 821-5200 Qu,nt, Assurance Approved! for thiss &-n-ad fcr U,, Inn ... t D"- Conhatt Exo1ratfoh Date th HVHZ Outside HY Resistant Pressure 110 Yea Y11 13101-�5 00 �IJ17021 2J3 12023 No yes Y., .30.QW33,50 12)3It2O23 No yea Y. 34.4006,30 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail rage 1 of 1 1 W021 C-40 Entity a "a Data Vato pshwIng Dat. Yoram n1artunnild.nor Contact Engineer & 1-1-1 Vididl.d I!h, V.1idaigg Subaritted F3C Amproxal ftomyad st.l., R"sion 2020 culnes'Dillsion OlAADG. no. Tom Raltay UL LLC Tray Bishop. RE. 17JI 012020 121OV2020 12,21r2020 App-4 Category: Exterior Door$ (041) 494-21113 s�) 94r-0860 SLOCalogorr. EirteriffDoocrConponents compliance Method: Codification Mark or List" ,0"Liehiss?, go far, OnallwAssurance ApprowdifisrUse Approved for use IM08Kt D.alcr 8­9 st Product D-linthm coarr.pt Exiiialtion Pat. In HvHZ otm. HvHZ R,shiaarl Pressure, 1 al,' .,7. gla,and Pisins of and 847 Sin d Flush. GIBee , and L-erad singtoand polls OF 1MIJ21325 yas� Y., yes N/A coals holfw Metal doors Florida Department of Business & Professional Regulation Pagel &Z Building Codes and Standards 15rD21 Product Approval Application Detail c.d. MAIN We Date cado, laandfing ot. Wola V_I.. thourfastwer Cantspit elatilmia, & Li- V.Iidd.d Eh, Validated submitted F5C Ad,,,,l Achn-d Ste., Rh,,Aal.� 2020 MI Windms and I)oors Brant Stringer American AnchitoctUral at.... M. Urch, PE 111IM2920 1 ln7MZO 1112712020 Apprwed Category: WindoWs 171 T3 365-3300 M .. footurarsAssoricitior, 1,17) 317-8454 SutXasigo(r. Sings Hung het1Ing.r@m1.d.-. Compliance Method: Cortillpshoft Maric or Listing Approved for Uagi A-lonnind for Uate Inniad occiao S-04 Model. Numbilir or, N Preduct poscriotion Qntraok Expiraitlen Pat. In HVRZ OnIbildi, HVII Itieustaint Pressure 2 11 62x72 Fln)Flwgt Frame IGISG Single Hung 10104(2023 No Yes No 60f-60 Laminated Glass -I.-A CD > d2 2 0 2 Co Cn (D 0 0 = L_ 0 M 0 LL_ %+- 0 Co > Cn -0 W Imn E " 2 ca- 40-2 cf) Z Z W mi A� W > t� 0 C) C:) cl-) C.. '71 C:) Cc L-L LO el) C. "L CL .0 C a 0 0 160- La Cn > 0 > L_ 0- 0 CL < 0 =3 %-.P 0 U) L) M < -0 0 LM W Z SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation pages .I 9 Florida Department of Business & Professional Regulation Page 1 of 1 � Building Codes and Standards l0l Building Codes and Standards lIV2021 Product Approval Application Detail Product Approval Application Detail Code EnIfty o Date Date Date Fail Dale 111������� I 1: I I i: I i i ; : i j i 1! li 1 1 i , i : : 1 ; 1 1 i : 1 1 i ! ; i i I I ; oic 1i; , ;: a MENNAM ZM version Manufacture canto Itualreser A, License Validated Validated Stublarilted FBC Atborb%ial Appirovill Still 921h still a 11all 2011 Cat, Perigino 2* R-cl 2020 Thearml Corporetion Steve Jasic.ricon Lyndon F. Schmidt, P. E Rycm J. King. RE. I QsO7i202l 0911812�G21 1011312021 12M5?2021 Approved Type version Manufuturer Cartel Illual S License ywidal By vallclatel 8ubmitted FacAboroval AbOhl Orhatus Category. Exterior Deans (800) 643-7628 PE-43409 (813) 767-6555 Affirmation 2D20 PCITIndustries Joa Rose-ld mill-l-oad. SCCO - CrR Ml.mll BCCO - VAL illian= 1110512020 1 ill IM20 Approved Subcategory: swinging Exterior Door Assemblies .j.spe—athstmal Gategil hind- (941) 485-01 IDD (?80) 315-2590 compliance Method: Evaluation Robeottf no ro is m StacCatagly-- snod Hung l'osesitkiapiglinduiltude&Z Florida Registered Architect or a Licensed F"a Crampli-co Islathind: C.rulfinirthl Mark or using al Proferewrial Engineer , I I I FLObs,litialsinedul , -1 I I - I 11 I I I � I I - I I �: I � :� " I 11 11 � I 11 �', I I � , I I 11 ,� ,�, I �: � I � � , � � ; I , , I -,: I "l- r6oul-im, 1� 1 I � I � �, � , 1 , Produ , - I �, I � 11� � � I I I I I - � I ; .1 � I I _ 11 I I 1:,e` 11 I 11 .1 I I, � I I � I' :,� I I , 11,:i I I 1,_1;, 11 I I I I I - , -,� , I " I � I , I'', . Qualls, Assurance I " A-,,,d f-Us, A,wrarmialloril , litigil , call Cal Assure n cia Airviroystdforthsts APDrowdial-Use mpact Desion 8-00 Produer Modal. Numb" or Name Brasil Deserpedin Contract Expiration Vale In HVHZ call Fly Resticiant foreasure Seat # Productriladial, Number or Nara Product Description Contract ExplLatign Date in HVHZ Outside HVMZ Resistant Pressure 2 SH5500 (Larg, 161hal, inplie) Vil armle Hung Window 07/30=25 Yet Yes Yes NAA 1 a. Thermal Filber­-Clel and Smoodr-Star Nominal e8ASl %quctNorr-firnpaottliquot Ciplaque lwlf= No Yes, No NfA Composite Edge Fitting law Sil Door (inswing[Outswing: X aorrflguration� 2 P Therml Pliber,01al and Smooth -Star Nominal 6il IlIquot;Non-Impactilquot; Opaque i2J5112022 No Yes No MIA Composite Edge Fiberglass Single Door with Sideliel (InsWirgiOutayong; XO, OX or 0)(0 -figi.nali-la) 3 t Therma.Tru Fiter-Chasalc and Smoothl Nominal 6&cl iliquipt;N.ri-Impactl Opaque IV31IU2022 No Yet NO NJA Fiberglass Composite Edge Double Door with or withoutSideliters (IrominglOutsi XXor Ol oonfiguraticins) 4 d. Themia�Tru Fiber -Classic and 3micath-Star Nominal 7&1n,0 &qudt;Non-ImJpaGt&quct; Opaque 1213112022 No Yes No MIA Composite Edge Fibeg lam Single Door ttrieWngloutswing; X configUal 5 al Therma-T. FIber,-CIal and Smooth-St.r Nominal 78l iliquot;Non-Impacti3quot Opaque IW31IJ2022 No Yes No NJA Composite Edge Fiberglass Single Door with aceliki OhawrWOutawiri XO, OX or Ol Porriffspurriations) 6 I, Thermal Foal and Smooth -Star Nomlml B&#39;0 &quotlhonl ripacia,quot Opaque l2i3112022 No yes No JIM Florida Department Of Business & Professional Regulation page I as I Composite Edge Flinergliam Single Door Building Codes and Standards 1612021 (inn�ing�out;�wing;Xmnfigurabon) 7 ii. Tharrra-Tm Filear-Clanuel; andSmaol Nominal Mill AquPtNon-Impuscaqu.t; Opaque 12f3l/2022 No Yes No NA Composite Edge Fitbarglaressingle Doorvvith, Product Approval Application Detail Sidi (I ne,%ingtOutsviving; XO, OX or CX0 � configurations) 8 h. Thermal Pilber-Classic and Srivoth-Ster Nominal 8&#S9,,0&quotNon-Impacl Opaque 12131/2022 N. Yes No NIA Composite EdgeFiterglial Double Ol or �`ado oat- Data Cat, Pencilres 20 Without Skeflitas (inswingfOurtswirg; XXor OXXO comlIguration.) . V-1- Bm illiumurfastur,cr � Contact Valiklatwol By Valletilled submitted FSC Actional Approval status 9 I- Therml Fiber-Cial and Smooth -Star Nominal 8&#39S&quPt;Non_ImJpact&quot: Glazed 12f�JV2022 No Yet No MIA AffOrmation 2D20 PGTIndustrit, J.. Fail IA..I�O.cai 2CCO - CER 1011rarlit-Ill BCCO - VAL 1113l 1105M20 1111 112M Appleved Cornposite Edge Ficengfecks Sing I. Do., Category! Wird- 1(944 5 486-0100 (786) 315-2590 (finswingfoutisivirig; X �fiqursl Subcategory, Ficrad trMowskillipaitindustres,c 10 j. Thlllrms�Tfu Fiber-Cial and Stritsol r Nornhat 59l &qu.tNon-1mpactfl Ga2ed 12131f2022 No Yes No NfA C-pitamselfilefli Carliteation Mark mUsImig P. C-posice, Edge FlicerglascaSIngle, Cool Sidelfte(s) (InievingtOutsyAng; XO, OX or OXO P 1,0243-R24 Prod, I - I I I I I conflittrartPITS) I - 11 k Therml Fiber-Classo and Smoothl Nominal 6a#39:88quctNor,ImJPsca&quot; Glazed 121B112022 N. yeas No MIA Cuelife A,awertca A,,,v,df,U,, A,-,d far Us, W ... t usslan Composite Edge Fiberglass Double Door wth or It". * Product Modal. Nuarbor or Me- !�dt Carnal E-indlon ��.'!!!T ll In HVJjZ outside MY Resistant Pressure Without Skallies, tfitswfngfOutaolng� Aker OXXO 5 PW-5520 Large Missile linpili . yJ 04/30,2021 Yes Yes Yes MIA configurations) 12 1. Therml Fiber -Classic and Smooth -Star Nominal 7W9;0&quot,Nor­1mJpacaquot, Glazed 1213V2022 No Yes No NA Composite Edge Fiberglass Sing I. Door (InickNinigrOutswirl X configuration) 13 in Th,smil Fiber-Clasto and Smooth -Star N-il 7&#S9;0&quo1,,Non_Impacl Glazed l2J3ln022 No yea No NYA Composite Foge, Fiberglass Single Doorwth Sidelite(s) 0naWrVOutsWh0;XO, OXcr OXO counfigural 14 n. Theirml Flibar-Creml. and Smooth-Ster Nominal 88#39:0&qUot;Non-JmJgssct&quo� Giazed 1MIJ2022 No Yes No MIA composite Edge Fbarglares Single Door (I-MinglOutswial X configural 15 o. Thermal Fiber-Cial and Snical Nominal B&#39;0&quat;Nor­mpact&quot Gil 1213V2022 NO Yes No MIA Composite Edge FiberglasesSingle Door Wth Florida Deplat itmernt of Businell Professional Regulation Pal I orl Building Codes and Standards 1 P12021 Product Approval Application Detail code Ilintity or Do Data NV= Ocal Pandner Data Tya- V ... I- Manufacturer - find-19 Ll ..... Validated W Validated Sulari Fac 6annoveld Aictartived Status RlnA.bn 202a Mt Windows and DOWS Brent8fthiper American Arch tedural St al M. Qrkl PE 1WW2020 1010612020 113MR12(120 Approved Category; Windows (T17) 365-3300 r0suruhicturecre Association, i7IT) 31r-8454 Subcategory: Horizortal Sider Psitfirigarennt.d.o.-a Compliance Method: Cartification Niark or Listing f Lvinal-All'6411111 11 I � I , I , I I - , � I I I I I I - I I � - ,, - "I � �� I I I " I I I 1, - . I -11-1 I 11 I I r �­ , I I 11, I �� I " -, I I., I , I I - '', I ,% I Quality Assurance Approved for Use 11 , " Approyed for Use Impact Ditillion ad" Product Model. Nurts, prRill crudest D-rial Contalact E�,infilon Data 1, Hl outside H Resistant Prectusa I FS IN Ill and Flange Frons, 7sx82 I -al Gfires 0016120241 No yet No -551-65 Florida Departmerr: of Business & Professional Regulaton Building Codes and Standards Product Approval Application Detail Feel I of I 1 =21 Cod- ll - Do- J251-t. 0,46 Panel Date IYU vimalcen hiscrurfactunii, Contact Ill ... t 4, ustmo Vaidated 81 Validated $,briblid Fac A,,-1 Accroye Rai Reviiieri 2020 Mt Wind- sind Door, Brant'ShIng., Lute R Lomi., Pr St.im 14 Ul PE 101011`2021) 10106nD20 40)19=20 12115�2020 Approved Category! Windows (717) 3(15�3300 PE-6251 4 (71-0 317-84,54 subc.t.9-IT WrIcn. barfingarCmiwd.torn Compliance Mothod: linival Ril torn a Florida Registered Anchli.d or. Lersad Florida Pr.fassionsil Ergirser 1, . � I � - I I F � 11 I �, � I I 11 I � � I ��, I I � I I I �11 - I I I AricaravedforUss Anatol 11 � - I for Us. trosect ustaker, &.91 Prodoet M cal Number or Piam Product Costricaficin Centel Binaural oat, I,, Hl Outside, l R.Wilitent Priumil 2 5?84 Vertical AJ..in.m M,lO.. 121SI12024 No yes Y., RAA sidelne(s) onswri urtswing: XQ OX or OXO Florida Department of Business & Professional Regulation Page I ar I Florida Department of Bul Professional Regulation Page Zvf 2 16 p Thermal Fibar-Clarml SlinDoth-Ster confIgurations) Nominal ftial &quot,Non-I mpact&qwt; Glazed 12,ZV2022 No Yes No MIA Building Codes and Standards I AY21721 Building Codes and Standards 10l Composite Edge Fiberglass Double Door with or WithoutSidelites CrnswingfOutswing. XX or QXXO Product Approval Application Detail Product Approval Application Detail configurations) 17 q, Thentrai Filb-Cleall and Smooth -Star Norninal G039;8 &quot,,Non­Impact&qul Opaque 1213112022 No Yes No NIA Composite Edge Piterglacera Single- Di with Transom (Inswr_VQud,l OIX configuration) is r, Therma-Ttu Fiber-r-lassic and Strooth-Star Nominal 68#3Q,'8 &quotNcrn-Impact8quct, Opaque 12131il No yes No NIA Cod. Ihi or oat$ Date Palo Parrifing Dot. 5.215. all a 111111 Da" [We Plandi Date Composite Edge Fiberglass Single Door with zill wisar, Ifirinurfolude' Cooled Emilrehil License validated By v.1idaw Submitted f3c Abrinawal Acton- All Mau variant fflon.f.elitur. conlact Emalculner & Lboral V,Iid,t,d Re Vsfidatrad Submitted FBC Anatol A,D,-,d Mau Sidedhisl .nd'T..... (I n-1ngJO,As,hn9, O1XD. ojOx or otoxc) configuratkoli RanA.1- 2020 James Handle Building Product. Ine. Chad Dleacks V, Ari TaN John Southard, P,E, oln5l iZ`14nG20 owwm2i ding FBC Appir, Rel 2D2Q Aj�ldra Nick Thompson Lyndon F. S.h.Il P�r Ryan 1. King: P.F. � o2ji5no2l DZY1512021 Ol W312021 Approval 19 s. Therma-7ru F ber-Classic and Smooti�Star Nominal S&V.�9�13 9quot; Non-Implaet8qual; Opaque 12131/2022 No yes No MIA Category Panel West f9l[Mt) 545-8359 PE-81862 (352)3S?-25Z8 catogal Pan al Wells (33Q�922-23813 PF-43409 (815) 76?-8sss Composite Edge FiberglassiSingla Dpor vvith subcategory Sidra d.d.dienrosOjecin.ithill S,bC.%g.,y. Soffil. nthamp.on@.I,M­.. Schaitel (ItieW691Q.oll XC, OX or QXO Corniollance Ofiedrot Evshratiorn Poll Irom a loom C-pla-Mattl Evaluation Rapad fr.. . Go nthrl Head arid &It configurations) Rodda RegistatedArichifted orat Licensed Florida Florida R.ghh­dAn�hftact.r. Licersild Florida 20 t Th.-Tru Rb-Cil and S-th-sta, N.min.1 B&Il &qJbt;N­Imc,vct%quot Opaque 12i3112022 No Yes, No NJA Prcros,loml Engineer pwricssional Engineer Composite Edge RIDeglaser Single Door with - I . ' , I I 1, - I ­­ � , , - e� I I . � �, , 11 I �, " - 'i;"�' I I I � I "I I ,­,'�, � I I I ­ � � , I I - , , ,, . I � �, - 1� ­11 ­ "L -- , , , - - I '' _��,� � I _','�� , _,� , , " , , , " , I A � , I � , , , " '�,,-,� ,,�,, , '��,-� , , Scelia(s) (InswingiOutirwiril XO, CX or OXCI , FlJOWNRAFfirdliust, I : , � 4 � �: - - , I , � , , , I I I ,_ , " ,_ , 1- � �­ I � �,_,� " I , - ,,� � � , � �� _� � � ... " I 11 , I -1, I I I � - I I 1�_ , � I � " I , . 11 11, � , " I , � , I IL I 1'1'�� � I , , I I I I'll I 11-1 1: I I � I 'twsoolioliltual , , I - I - � , �: , - - _,", I I i - � , , � - ­- �, - , , ,,-, " �,,, ,­11 _ , , -,, �Zj , � ,:tl , , , , I .� '�, , " � � � _-, �J, , , ,- I 11 ,�, - !�, �, , , �, � I", , , - � , � : , lx� ,� - �, � ,:� - "­'-',,'­ ,�-',- �� "; " - , � .. .... .. , 1, � "' , �: � -, � ", I ,, , " - _� I ,�: , ,,.�, , :, � .1 � , , _�- ,," , , _�, _�, I � , , 21 u. Thernial"m Fibeir.Clitsic, and Smooth -Star Continuous Head and SI(configunations) Nominal 6&A39,,8 &quot,Non�Impact&quol Glazed 1213112= No Yes No NJA Quality Assurancial Aoicroyacit"Ust ADbroyned for Use WOO= 1306101, 1� 11 � ... , I I coal Ailieuransce Aral for V ,auxorsi far Us. istRal Dealer Composite Edge Fiberg less Single Door with INA product Mal Numb., "am# arsidinst: DeSCIFIll Contract Exiii1rodort bill 1.1 Hl Outside HYRZ Peril larsainatie S.q A Pral Modal, Numbar or Nam lancell 13-liptlon Contract ftinil Dal In HVHZ 0.1eld. HVHZ litsedhill Presiscur. Sideltel QrsWrigrOinswing; XOi OX or QXO I Cemplil Lisp Siding liber-mart [at skOl 1213IM23 Yes Yes WA N/A 1 . &.qVd;2T&.qu.t sally 1113i 'Vent or Sold Vinyl 8offft 12o23 NO Yes No MIA C�omdnuous Head and Sill configurations) 2 HilinchaPernk LitipSicing loe-ment lap.iding IZS1/202S Yes Yes MiA NA 2 P &q,ct,AIun..T4&qtd:S.IM Vent , Sold Vinyl Bank I2f3 aG23 No yes No MA 22 � Therml Fber-ChassiG and Smooth -Star Nominal 8&#3S:0&quot:Non-lmp­t&quat Ghal 1213V2022 No Yes No NIA 3 c, &cluct:Grambrial Antill Beridl Safft VentarSdid Vinyl WIR JV310023 No yes No MIA Composite Edge Fiberglass Single Doorwith 4 d. &qud:DS&Qucg*,Scffft Vent ar Sold Vinyl Sort 1WIr2023 N. Yet No RA Sceltl (Ins,iingtOutal 90, GX or OXO 5 ., 8q.d;ChxIar D.k&quot, Sort Vent., sold Vil Sort: 12M42023 N. yes Me NIA 23 w. Thermal cber-Claselc and Simooth-Star Continuous Head and Sit configurations) Nominal Silili &quPt;Non-1mpact&quot Opaque 12131/2M No Yes No N)A 6 I. squd�Sl spl s.ffit Vent or Solid Vinyl sons 1213V202S No yes Me NJA Composite EcIll Filieglassis Door Panekl Vented Sidake(s) anavyinglOutswing; X>� XXX or Y)OX coriNurations) 24 x Thermal Fibill and Small Nominal SM39,,I) &qwt;Non-(mpacDt&quot, Opaque 12r3l[2022 No Yes No N)A Composite Edge Fiberglass Door Panels with Vented Sidail Ons,vingiOutswingi XX. XXXo,rX)01,X config-ii.n.) 1 25 y. Thlarml Froer-Clitacciond Smooth -Still NomInI 6&W3l &qtJct:Non-Im%Jp.al Gal 12t3t`2022 No Yeas No NIA Compostus Edge Filearglasis Door Pai malt vAth Vented Siddite(s) (fmawirg/Outswing: >D� )CKX c,r XXKX Florida Department of Business & Professional Regulation page 1 at Florida Department of Business & Professional Regulation Basal oft 26 z Therma-Tru F J- -Classic land Smool r configurations) Nominal 8&#39;0&quct;Non-Impatot&quot Glazed 1213112022 No Yes, No N)A Building Codes and Standards Inial Building Codes and Standards 1 11Y2021 Composite Edge Fill I.. Door Pa hall with Vented Sidelli onsvilingJOutisl XX XXXor XXXX ProdUctApproVal Application Detail Product Approval Application Detail Carl UMU6118) 9 27 za, Therml Fiber-acissio and Smooth-Ster Mom trial MreS9�8,&qscat,N.n-Impact&quot: Glazed 1213112022 No Yes No NJA Ceti poste Edge Fiberglass Single opal 36#39;0 Sidelitc(s) OrtsveinglOutswing: XO, CX or OXO corri'gurations) cod. Cell Did. Data Det. pendinq 2& cod. aniltv or PA& cars Date Pencil Data 28 zb. Therml Fiber -Classic and Smcoth-Star Nominal 6&#39;8 &iquot;Non-Impactlicluct Glazed 12131f2022 No Yes No N/A mm version M,n,f,,t,- Contact Enclintill License validated By V.11ell Submit fat A,,.,,W Astral 2tdu In"al, Vanslon kiternufact- conl Enatril 1-1-mis, validated ftlarrottell PRO Art -we A-cl status Composite Edge Fiberglass Double Door with ReAdilin 2l TAMKO Building Products LLC Kill Edo Robert Mal John W, Knezovil PE IOM412020 D912l iaA7J202G 12)15,2020 Approved RvAson 202a L.V Thompson, nic, the Thorripsen Architecture] Tony Christman Zachary R. Priest Steven 14 Urich, PE 091171202Q 0911fil DsL22/2o2o 12f1512Q20 Approved �039;08iclsufioles (InavAnglOutal =10 Category; Roofing t417) 824�135" PE-5l (954) 772-6224 Metals Company TALICOI ��812) 24"4 6 PE-74021 j17) 317-84n4 2S loo. Thermal Filber-Classic anal Smooth -Star configuration) Nominal BU39l IOqJot;Non-lmJpatct%quPt; Glazed 1213112022 No yeas No NJA Subcateal Underlavirnants kard tisdoCturnia.,­ - Category. Roping subcategory: Roal Accessories that us an yQgromelah-cofing.com ODirnpoebe Edge riliblentill Single Doorwith Sill0r),I) C.Pilcililin" Method: Evaluation Report from a Integral Part ,fah, Rearing System Sickelia(s) (I ric,vingiOtuenvirl XO, OX or OXO RP&I Registered Arrintact are Jeartso Forlds, Compliance Whod: Eveltatlon R�Jpot Irom a 30 zd. Thermil Ficer-Clal and Smooth -Star ""Burl"Unt Nomma &0JJJquotNon-ImJpact&quot. GlaZed 12J31 M22 No Yes No NA Professional Engi- I . I Florida Registered Are ricat or a U-scl Florida Compoaite Edge Fiberglass Dou be Door with FL*911"S"udsi - � - -1, , � I - I 1, I I I I - � - - , - - - � . I - ,� 11 I I . I I Pro,hasiall Engineer � I I - 3&#1 Sidelitim (Inswing/Clutswirl OXXO Quality Acetinrl Plool f., IJIA AmE2xuLT2LM lancel 0.1m � I ,-, , :_ I I I I . - I I ­ " I � , , 31 - Therm.Tfu Flber.Clossc and Smwth-Stor configuration) Nominal 7&#1 &4uot;Non_ImJpeot&quot�, She loar 12al/2M No Yes No WA 01.9 Icn.duct Medal. Ill sir Here Product Diescriel cantrial Exialrathso Ode 1. ll Oubill HvHz li-Iii,ard lencisure I -aigill I , I I "I I I � I stal Assurance , _, " , Aotarovard for Use Arduroved for Use I I 1111W I 29 MI Series Cc mpashe edge, G lazed F berglem Single I TAMKO Roof Undisreyments (HVHZ) Roof undedaymal for us a In F BC HVHZ 03f2SM�3 Yes No MIA WA ANSI# Pinduct Model. Numb, or Nam Forduct Description coined Excitation Date in Hl out.lidialivaz Resistant prausurs Doo, Wth or without 19#39�2 Stefilil Arlsoctions. I TAMCO Flat Top Off-Ridg. Vent with Baft il Tle 26 ga. stall. r.Dfv.tiWw with baft 091013l Yes Yes MIA WA (InswingtOurtavving. X. 0)( XO or Ol configurations) 2 TAIIAKO Roal Uccarklymems, (NON-HVHl Bea undedayments for use h F BC nm-HVW 0&29,7023 No Y. MIA N/A 2 TAMCQ G­R,cIkV.rA W g. 0%W12G26 No Y. MIA .W-52�15 jurisdictions. 3 TAMCO Off -Ridge, Roof Vart with Bill 26 ol static r.of-IOW-1th lictogirstittaltaffle 09109l Yes Yea MIA WA 4 TAMCO Round Top Off -Ridge Verl Banterer TIli, 26 M stall. roicifyofilittatefith tell OW912026 Yes Yes WA Hl Florida Department of Business & Professional Regulation P,g. I of 1 Florlda Department of Business & Professional Regulation Pas. I of 3 Florida Department of Business & Professional Regulation Pig. I of I Building Codes and Standards IfTnID21 Building Codes and Standards IR=1 Building Godes and Standards 10022 Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail "ode entity 291 Date Dl laesdinco Date � C-il Entily, . 2" 2" Data porieffit. Dets, of= Code Entity a Data Data Date Pending Data T­ Vol Ykaturress, Contact E,,b,-r&LIc,- vernal By validated Submitted FIBC An-val Racor, status Ty"'. Venuam iftrurfactur contact Enainsera License validated By validated S,b.kt,d FBC Acianow Ao,,a-d status 1YR2 version Miantifiliqlaam contact Entairoser III Ucanto Validated fly Val S.G-itted Bad Aootoyal Aical status R­i�ion 2020 L-ric. Katrina Jakey James L etickneir, PE. Stavan M, Ulrich, PE 1112M62D IV23M20 llr2sY2D20 ,ling FBC App, Re,itcon 2020 earl R.ofing And— Bob'. tuell Uniform, Evaluet. Ga,-y W. Walker li)(Ol i 11all 111MM20 Approved Revision 2020 Global Protal Preclude, l Turn Robinsian Wallsl Jr., P�E. John W. Kneol PE 0910=0 ol 1 DA01= 1211512020 Approved Cal Pooling (501) 983-GI63 PE-31242 (717), 317-8454 Cateril. Peering (NI3 38al 8er,csis l (205)B54-0160 category- Sh.des, (954) 689i-7545 PF-44167 l9l 772-6224 Sut)Cat.gl Roarna Accessories that are an lailileyQlarranco-in Subcategory: R.Ing-rhas, RophrAnderson0bortil Subcategory: Storm Panel. brit.robirlsonuippentoom Intel Rural Roofimi;Sysem Comicilearea trahei Evoluci Raper, from a in Compliance fyhethod� Evaluation Reportfromst corcruh-tircleahlod:E,aill Raped, fir- Prooloct Evaluation Entity Florida RegisteretArchmet or a Licensed, Florida Florida Registered Architect ora Licensed Florida 11, - � � 11 � 11, � I I ��, I I I - I I I - - �� I - - I I Professional Engineer Prefoaskinel Engine., I FU#MjHgd2Pradl � ., I I I c I 1. I I - I I I I , � � " , 1 1 I I , I I I 11 I - -1 :, : , � I I I 1� I - I I I I I I I I I 11 � - I -1 - I �1'1 FuttirziCt-Re � I - I � Quality Assural - -1 Arvirayed for Use 11 - Anoroyad for List Oil D, I slan F1.1111407it-FLOSIRral , I , , I I � I 11 - I I , __ � I I , I � � . I - a-# �Iil Mol Nurnbee, or Name, P,,d,,t D-littlein Cal E,olwthto Dal, In HvHz Dul HVKZ Rgishall press., Quality Assurance Approved for Use Approved il Use ImDwt Desitin QuallitivAmural Awrowd for Use Asornsid for Use ImDal awan is Still - Shake, Skitis. Country Set.. Wt Old Ertel Fiat Praft - Cover. CO 12r3l,2020 No yet MIA WA seq # Pral Mal Nupr bar or Name Product Deacrintion contil ExiAraticun cat. In HV Outside HV14Z §Rug Product most, NLM&.r or K... P,d,,t Decedents, Central Exonatranical i, Hl o.l Kv Ressitent Pressure That& &amp; Il 1 20 Gage Galvaml Steel Storm P.-IafH'JHZ Connugated Gal,,Isnized Steel Storm Panels retained 12iaII2022 Yes Yes Yes N/A 1 Da,k-Aj,l DA4 or TRI-Built D,ok-A, DA-4 Loa Profile. polypropylene Plastic, RPofVant 1211ml No Y., No -97:51-57-5 17 Suctioryex-,glate ShatinsAistrip: Split Shake Flat Profile -Stecdoin. CA 12131=21) No Yet MIA N)A or not bytracksto Provide hurrical protection. Ma�henl�tRyAttv-h.dt�PJV�',�odDecR, �5 . lik a. Y80 -SW ,Sh .Ae.p;8lpitSh.k. Fiat Profile, - Fill CA 12(3142621) No yes MIA N/A 2 24.0l Galvanized Steel Storm FaneWNHVHZ Corrugated Gal,vanized Steel Storm Pairefs retained 126V2022 No Yes Yes NIA ; se.:y 00 7 a_Sfici Slate b.ani Shake Flat Ill - Stockto,, CA 121SV2020 No Yea MIA N)A or not by tracks to provide hurricane protection. 20 27 Baxom,7010 -anNis, Slatailemp: 50it Shake Teias Espana I as fc,lara 9.i Prenfi. - Place, CA i2f3i,2o a Rgh Finer. - Katy. TX W3 X202Q Na, No Yet Yet MIA NfA MIA NJA 28 VII. L- �caa - Katy. TX I MIQ02Q No Yes MIA rVA Florida Dispartment of Business & Professional Regulation Ill I of 1 Florida Department of Business & Professional Regulation Page 1 sil Florida Department of Business & Professional Regulation Bel I of 2 Bulldlng Cocies and Standards 11712D21 Building Codes and Standards V71�1)21 Building Codes and Standards IGIW2021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail C.d. antIty Or Date awe Data asocial Date Imm Coda entry Data Data Data Pandinal Date N Code Cral Me. Det. Date pandirl MOO mm Val Islimuniactung Centel FroiOnstoriLlUmns, vollichri S, validated subeell FSC Accroval A,D,-d '912ture 7VD. Version Manelacturer Contact Encanner & Live,, Validated By validated automated FBC Aotl � An,ricelad al Im yeralon Manufacturer Cantart E.W.InarALIPre, validated By Validated Submitted FaO A,,,Y.l Arbirroysel 31-t- R.,Aa.n M2C All Stuart l OC Evaluation Sell LUC Wilarn M. Ranki PE 10AU2020 10,22/2020 11105�2020 lifl Approved! Revielon 2020 Commercial Col Productialne. Robert QOO, Sami A. Greenberg John Hay IPJ16)2029 1?116f2020 12aQ/2020 some FSG Appl, Revision M20 hl I- Eun Wall [CC Evaluation Service, LLC ICC Evaluation SeNlQo. Dan 112021 OW10l GSMX2021 approved Category-. SMyal Corporents t321) 7TC-3377 (407) 081-11917 =*gory: Struienstral Components JAI$) M-3707 PE-54245 (a!i7t 588-5311 Category; Structul Cc,npoirarsua :952)89"035 Lic. Subcategory Truss Plates arewiep-.1ioareal-m Subcategory Froducis Introduood as a Result 01 preceilged.tyuh-carn S.bCa1a0mry,- Truas Plate- -1d-@,nI.o.m (Zan) 5K.BaDd Compliance Method: Evedustion Report from a N-l"echnol"i Compliance Method: Evaluation Report from . Product E.I.Hon E04 - I ' ' I I I I , � I ­ I I I �, ­ I I Complaree Method: EvolUxle, Report from a Florida Ile,glat-dAr.hriede- Loosed Force I Poduest Evaluation Entity I I � , I - I r � - I , e , ­11 ` I ' -, �­ � � � , jil"AW-Plod ,, ,�� , � , 1�_ - � - � _ I , " , - 1� I 11, I � '-, - I , ,"', , 1 '­� 1, I I ,� _ , I ,I I - r _,: � �, � I I I - I I I "� � - I � - � I I I I 1� ��,' , ,�,"_, 11 I le .�� � I'll I " , � I " � �111 . I- I I I , N.Ifesil Engineer � i4oliliggggia -EM, ­. � � I � - , . I � , � �, , � �, � "-, ��N�­'11', , , ,"'," , " , '2 �� I , I I I �_ � I I ��, ­ _ � � �� ,1 , � ", " � - - - ,:, , _� - 'i ", � "� " i ." �_, � , � 1�. , , 11'_� -, ,,,, 1"I,i, 1'� I ,�, I , � ��,,; � , � "� � , , , _ �,� � � I " � , " � " � I , ` - �1, , : , � ,�_,�� , . � I -_ ­_.", - - 7 � . � �, I I , � I , �, I , - 111 � " � _1,�,'_1_'1,_ 1,$711 ��, I ,:, I , , �� . el, , , _� , I : , 1­_111�, . , I 1, �",­ '1� I �� v: " ,,,*% , , , � , Quality Assurance Approved Tor Usa Aborictned far Us, lerbact Deal I 1, -_� � I �_ I I , , I I I , I - rueiij�otorsdu " , I , , I � - - - I I � I �, I I I '­ "I" , �_ I � ,- �,� �' _1 I , I 1, �, 11 11 I "I , I I - 11-1 I - , ,,,, , , I , I ;, , ,;_� - I 11 11 1, �, � , , I 11 I . :1, " _�� *QuatityAssicural Aparoyed for Use Approyed for Lee Irl Elation am 0 Proill Moslid. Number or Natme Product IssiscrIptell contract Expiration owe N, HVHZ OLosio HW 1110slao.rd Pressure , - �, I I � I �" sea 9 Product Model, Number 2r Nam Product lailserliatlon Cont-ILEMIralloninato In HVHZ Outtilde HVH R."ant Pressur. I nW BCG/Alpi- Hgh.r Stength tH &amp; S� Mated C.-actor Plate 1 V31 t2024 Y­ yes MIA Nl I Product Model. Nuenter Nam ul A-rarica C Product Description wreet Expiration crae Atbral far use Acconeyeelfbirtiss In HVHZ Outside H inclose Resistant aside. pressure 1 MISAHS I 6 as. high strength muss socirector plate 1M112022 Y as Yet NA NtA 2 17W BCGIAJpl- Hing. Plate Metal C.anoter Plate 12)3it2O24 yes Yes MIA WA 1 §MA or 2 M18SHO 18 gal super high sircrofth twil contractor plate 12i3112022 Yes yes WA WA 3 FTW ECGIAPIne Trulsox Meet C.-aut., Few 12MV2024 Y sa Yet NA MIA I I Quality Recast .,Commercial conclor. Products FTecast and Prestressed! Concrete Untes 0512512024 No yes MIA JIM 3 Mil 16 16 ga. trust comird"Pl.t. i2QlnO22 Yes Yes MIA WA 4 ITW ECGIAlone W ... met.] Ccan.d., Plate IV3112024 Yes Yes MIA MIA 4 Ml 18 gal. high strength I- comacter plate 12�31=2 Yes Yes M fA MIA � 1 5 M720HS 20 Pa. high strength crass o.rradar plate i2131(2022 yaa Yes NtA MIA 6 11-113. MT16 I a ga. tws, corll plates i2�1,2022 yes Yes N A MIA -1 . 71.20. KT20 20 ga. truss connector plates 1213laQ22 Yes Yes MIA IVA Flo Fill Depa rtment of Busiril &Professional Regulation regal 01 Florida Department of Business & Professional Regulation page I cl Buifcfing Codes and Standards lffr.021 Building Codes and Standards Ql Product Approval Application Detail Product Approval Application Detail ligilliggill c 11 I I 11 I'll!l; i r! i i'lilitiligier,olliffillisivAm 11; Ill 11 Coca Entity or Data Ima Dan panci Data Cod. Is Ill lc ­11111 illp :! I I I I a 11;rl, !;all j l i i i A IMMEREMINEngmm i I : pats, il,11,1II 1:1 aw 1! asiong ,!; I i Per"', Dab Paildher III i NNESSM Data Type Val Manufacturer Conrad Incilreser & Loothre Vallcliged I Vallell Submitted F15C Aggroyal Approw, status TYDQ Veneto Mmlufaatu Contact anginal 41(all Validated IV validated solotirl FeC Approl Approve Walus Roylvion 2020 CAST-ORETE USA, Ll Craig Ilarrm, Miami-Ded. SCCO - CER Me.1-Ded. BCCO - VAL IM201202D 912712020 I IJ27a020 Approved Affirmation 2970 Alone Aluminum, Inc. Jose SJIv,t Will R. Lomas Steven M. Unch, PE 1111612020 1 lJ161202a 1 1J!2J3= Approyed , Category Stracturad romporents (813)82i-4641 �786) 315-2590 cabal panel Wells (407) 509-2008 PE-62514 (717) 317-0454 SubCateirl Products halrod-des. R.sclt.f eJperIn.&.vt_t.._ S.bCabill Solfit. .1phieturninumincill Ms. T­hncl Corniplal- Method: Evaluation Report tom, a ..'al Coarripliame Method: Cordial Vailk or Lhb,g Florida RegiscansdArchlbad or. Lloo-d FI.kJ. OLM'Otigtratoopta. , - � I I I I . I � Prof-icral Eighn-ir I I I � Quality Assurance , Aderiwed to, us, Abomynd for Il jacil Post- , - I , , , � I , �rLet-tiA6wil �"_',,�`�',' v � �.e �� ,7�,��­, "I I , " I � � , 11 I I I , 11 - � :� �� �� �, "', l, � '� � � , s, �� ,�7, ��� ,,�,� ,- '�;� �� � ,l, ..... .. . . �i "' 7 � I � I r , ,�, " , � I " � - �_ � � " " -,��1,1, �,� �l`, ,, � , : 1 - �11 � ,,, 1, , � , I - ,,, I I � , , ,��, I , , � ',� � I �� ,, I I ,I: , � I 1, , I , : ,� , �,,� I �, � � , I ,� � , _ . I I I I I'll - " I I Gag # Frol In oci Numb ar or Nam I Piol oisoll ton care ]it HIM Outs4ft H Rolishent larsilissurit I I I , , ... I I 4:4rallty Asintranas Aj)m,dfwlJ.o - Approved for Use , impact Deal 1 High Strength Conarate, Linkils 4, B. 6, and 12 Orion Md. trials 06nif2l Yes Yes MIA WA Saba Product Model. Number al Name Product owsonal contract Eltblntian Data 1, Rl Outside Hl Roal Folisal I Alpha Alurdial Sold 8aml VencedAiuminuffit5offit/ Alpha Alumatuill &l Vented Aumblum OV3012023 No yes No M/A CMU &.'no; Wood soffiv CIALJ &.mc, Wood I Florida Departmal of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pal ofz I 1l N91"lilt� Iiiiiiiiiiiii,ilegim i I i! � I I I I 111�� sulloomm sommoNFAMM CQKIQ i I I I i : i NUNN= i i 1 Entity 0 i NFAIMMINENFAMM Date Date Date Pandino Me I 111,22 version M-.rwuml Contact findal Ll ..... Validated Jay Valiallsed Scutorsed Fac Aveneyal A-by,ol status Revision 2020 Mt Wind-. . nd Deal grant Sitlinisar Amanoan Arch lectunal Stavil. M Udc,. PE 1 V2V=0 I V22f=il 11(2&'2020 Approved Calegoory Windol (1`17� 365-33M Minufactuners As,aeation, (717) 317-8454 SubUoitory: Fixed bs1fingerairrilwd.com Campli-es, Methill Cerg.stion Kitts o, Listl IRLM534RAliticiradicl I - I I �": - 11 - 1 7 � I � I I I I :360 0 Pradul Model, Number or name Onal Amunreit Prol losicull Contract Expiradon Daft Ancei far Us, Ao,,v,d for Use In HVHZ Outside MYdZ Ini-st Resistant 20wgL Pressure I iss PW 73 � 72 Inal Ghs. 04/=02Z No Yes No -=-,a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail I Ill 1 e 1 102021 Qa Dal. Data Cat, Fardlon 2" TYD. Vilimlim Manufacturer Contact Erialnear 8 Ucol validated BY Validated Submitte PSC Apil Approved am$ Affirril 202Q PGT Industries Jens R.s..&I Mlemi-Deds, BCCO - CER Mismil BCCO -VAL -1-110l 1-110l 1111112020 Approved Cassel VVIndowl; (941)48C,0100 (766) 315-2590 sittlCaftiglary: Ml lianowskICpaitindusl Carrillo- M.1had: C.rull.al khark arr Using , .m I I FWM�Wfir I I � Quality Asuarairsel A,b,,-d for Lhe, A .... vast for Ul Imal Deal- 's-a it Produet Model, Number w Name Product lihiscrIptidin consiant throlratlon Date On HVHZ cutest, H Restated Pressure I Murfic- tor All Doors and Whims )Numnum Mullions 05i26i2026 yes Yes Yes NIA Florida Department of Business & Professional Regulation Bawl .f2 , Building Codes and Standards lil Product Approval Application DWI] 1, a , , i, a l; ,,i i;;plll�iiii;,,i ; ; liili � li i iii : ii- I I gma� i li C-61 -waffamilitim : ; i : 1; 1 1 11 1 figillatis 1!1 ll, 1, I i I i; a :: nwmlwmwigmmm I I Entity or lffn������= Data 2" oat, Pool Data mm vanctol manufacturer C(crill El ... 6 ulcerate validated le; vall"ed ftiriltrad PIC: Apineryal Apgroved Status Reveler ZD20 GAF Michael Such R.1cert Mitiml- John Vd. Knocavich, FE 09,26;2020 09,2112ON 10PIM020 1211512020 APPI-Od Coastal Reeling L401o7sil PE-50166 (04) 772-0224 al.bCsificts.ry, Asphalt all instioggal Carpliarical Methol Evaluation Report from a Florda RegistersdArahitect or a Licensed Force Professional Engn. I F1,#nOj24-WAgi" : " � �, 11 I I I 11 ", I . I 1, - ­ I - I I I , I I � , I I I I I 11 I " � I I , " I I , , �, , � � I -, - I I Qcl ASSLICOM Ancrowed for Use Araproyad for use IMOA� 12=190 S-0 largduat Model. Number or Name Preell Discrill DIU in HYHZ Oul HYH Resitcharat Pralsoure, 1 Gal Asphalt ROOT St,nl Fiberg.. reinforced 3-hatc, laminated, 5-till and 12116t2022 No Y., Nok NJA hIl asphalt shinglas Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail No I oil t02021 Code Entity or O" 2011. Data Pendirso �.so 7V;. Vel Manufacturer Contact eng1raer A U-. Validated By validated Subiall PFIC Amaral Alarinoved Status Revision 2020 Flol Metal Products Inc. Clark Jones James I, Backer. P.E_Q Steven M. thich. PE D9,27f2D23 3I9r25fW2a 1010412020 1711al Approved category: Rool I Jel 783�8400 C RUCK rceirearing l717) 317-8454 Sclocatielponr; Pooling Ap-a5soriia% that,arns . darli@flarn— PF�31242 Imill Pan eth. R.dirigayster C-PlIsan.M.0bal Eviducition Repoitfrom a Florda ReglideredArchite,t or a Ucansad Farce ci,oassbri Engineer FUM61111-112 Praidl I I _� I OlicallarAssurail Ansel 12r us, Approved for Use Incliael Dissilicar 22" creel Model. Nurriciar ar MMOL Product Description Carol Excitation Ded, il HVHZ Outside HVHZ Recall pol-ra 3 Z - FLANICO &eul I 0 Ridge Venl Aluminum Ridge Vents for Pill rools fabihosted 1213V2024 No Yes 14. MIA from 0.025' AJummum Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I at 1 IM/2Q22 o0der Eral Dal* 2& Dlits Pending Date T-- Version Manufactu Coal Eno reer & License Validated Validated Submitted FIBCADDICIVal Approved Status Revision 2020 All American Sh utters and G ess Mike San,icni Frank L. Bermaral RE Troy Bishop, RE lof== 1 Oft 512020 11105/2020 12�1512020 Approved Category: Shutters (561) 712-9882 PF-GO46549 (9U) U7-08M subcategory: Storm Panels inikeb@aIllirraricanshutt. Compllarblelshsthbd� E-Wati-R.p.,th.m. Istom Florida Registered Architectora Licensed Florida Professorial Engineer rLoli lowlittier all ", ", I I QuallicyAssuran ApprovedforUse Accrovedfat-Use Incolabat Deel sl # Ill Jot Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVIFIZ Passion t Pressure 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 1231/21322 Yes Yes yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I of 1 0412021 Cod- anfity a base Dade Date tend Date T­ vs.)- Manufacturer Cooled Feel a I.I.Oses, Valloalea By Vididefild fiLlitlaill Fac Accomil A,-Y,d 111" Raosion 202C Weyerhaeuser Rdb Baldwin fCC E,aluation service, LLC Jan Lehrer, P.E. D=212021 1011312020 137M312021 Approved Category: Structural Components (253) M-6476 (608) 839�3288 subcategory: Engineered Lumber Rct,aft.5aldsvin @?,ayarns Cornplarice Method: Evaluation Report Front a .-at- Product Evaluation Ently IFIL I iL#"ii-ii�, �- � , , - "I - - - , 1 ", �� 1 , , �, I - , , 1; _� �: 2,11---, 11: I 111- 1� i " ,� _ �, � I " ,� ,'I : I ­,, 1�­ ��� "I I �� , " I � I - I - - 1 11 � e I "p, � I , _ p , " , 11 � �, I-` "':', I � I ­­­' . I 11 I I'll 11 ,m , ��. :� - -- � I I .i I � - , I , -, ,� 11 ­ I - - I , , � 1 ,K�.' ', I - , -, 11 � , - I , 1, "' 2, ll _� , �,� ': � , " �,�,',, -1- , ", I ,' , - - , �,, � � � - , 7 - � " __, -, � " I � � �1, , �_ I - I � - - , ��'-,',­,,�,,, -, � I - I , " � ". Quality Assurance A -red for M A Do raved for Use Inicitot Deal *W Product Modl fill or Name al cItKilidlon C ancral Expirallarl oals, In fivliz oulgide Ill Resistant Pressure I MI -Ion _VL Larninected Vireer Lurri 05131,2023 ['I. yes MIA NJA 2 Paral Ill N.1.1 $trend Lumber 03121=25 No Yes WA MIA 3 'niberst,ard LSL Larnetated Strand Lumber 03MI2023 No yes MIA Nl 4 , Firm Soil structural Composite Lumber or Ohl Striand 03/31 =23 No yes MIA Nl board Rilm Bear 5 Wayerh ...... Ph, l oriented Strand 11-d Film B ... d )SiMi2023 No yes MIA MIA -Ill (1) a) C_ Cn -0 -F0 > 0 (3) = -4.- -6� 0 = E) - a) (L) L_ CL CL = 0 70 0 L_ .= 6) M _..., 0 -0 (1) — 0- U) - a) -t:f C a) -0 0 -0 -= -0 a 0 2 CDL -2 q 0 W 3: JIM = 0 .0 -O.-0 M U_ %4.-- 0 — CIO > -Ln (I -0 (D cn E " a) -6-0 cu "O 0- 1E �— M -0 12 . = _16-a C/) 0- < L� 4 Z Z W mi N i I 04 ��7 -. �_- C) C, i - ') I 0 40 l " O-) 4= C�_ _- N. c,-. ,,I X OLD M -, 1) - CL :=Il �dt -0 7' — c- ,..-, �_- ll � -, �O (3 " r_�_,. ,ue C: , I -) - — ,L) �11 - 11 - ID ,Z ll') �7,- a: 0 16 (_� C (�') _. _- < - ,�") - ;?: . - ,V 4:r _1 .. li - � J" - - Ili a cl ;, .;;� *2 L J a) � U� ': !: C) - ,.; I . . _4 11.13 < ,� ,I) " - P-4 � fy, C , CL �Q I - �> , � I -i a C , -Z ! 0 0 - o -:E �_ t� 3 il -0 Cr_ - 0 5 1 5 I- 4- W C/) L. (1) E-f-e-0 =3 0 0 C_ co � M cu > 0 > L_ CL 0 0_ < L. 4 L) =3 _0 0 < L 0- (1) (1) -ill-Olia 0 CC M =:3 < -0 r) i.- 0 11._ CIO " n W = � C < (D I __j Z < ' _j CL SHEET NO. PA 1.1 - -1-fl -W,-T-1-,-1--V----1rr Q) (1) c- C/) C-13 _0 > C) 0- 0 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12f_50,2020 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30�020 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12P,"20 Simpson Strong -Tie 2Q20 FBC Approved Products Updated 12�3M(120 CL 0 MMFor curect Inks loalISSTapprovalslisted below, CLICK HER9 E=1 Foi Inks to 019STapprovals llsted,lbeldw� CLICK HER cm For direct links to all SST approvals ][$led below: allgS HER-9- For drect linkS to all 8STapprovals listed below: gUCK HER it -0 For additional Information regarding Florida's Statewide Product Approval Systern and MiRmi-Dade County Notice ofAcooptarice (l CLIgK HER For additional Information regarding Florlda!s Statewide Product ALproval8ystem and Viann-Dado County Notloe ofAcceplbance (NOA). CU-C ticRa. For additional information regarding Florida's StAtewide Product Approval -Systorn and Marnif-Dade, CoUn (N OA). gUCILH For Additional fr4orynation regarding Floridfi�s Statewide Product Approval System and Miam-09de, County Notice OrAcceptanCe (NOA), MU U11 Q) (3) C/) FL#2386-R7 FL*10446-RO FL#11 0456-R5 11 H US; H USC sades hangers Face -mount hangers avail , able in WdthS ranging from 11-518� to 3- -co 916" and heights ranging from 4Z/16'to 11". Concealed flange 0 SeaX Product Model, Number or Name Product Description Sea # Product Model, Nulilber or Name Product QescEJ2tLqa $eci # Product Model . Num ber or Name Product DescEWilla version (H USC) available for mode4ei having width ecUal to or 0 I Titan Ste intess Steel Concrete & Mason ry Screw (TT N-SS) 114" diameter Titan stainless steel masonry screw 1 A21 � A23, A33, A34. A35, A44 Angles ET, BTB, STH Brick Ties greater than 3-9119', L_ 0 0 2 APA21, ARA4, APA6, APVA21, APVA4, APVA8 Outdoor Accents Angles 2 CMS712; CMST14, CM&CI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7;8"to 3- CD_ C 3: 3 AP544, AP5414R� APV866, APEWR, APE388,, APB88R, APB11 Q1 0, APE31 01 OR, APVLIA4, Outdoor Accents Post Bases 5 CS1 4, CS16, C51 8, C820, CS22 Wled Straps 518"and heights ranging from 9-114" to 16'. 0 FL#9689-RG APVB44R, APVBM, APVB66R, APVB88, APVB88R� APV81010, APV6101 OR 4 CSHP18, CSHP20 Coiled Straps- 13 LGUS.25-SDS, U��U&85-SDS, LGU5.25-SDS Face -mount hangers ca 0 4 APDJT24, APDJT2R-4. APDJT2-6, APDJT2R-6, ApvDjT2-4, APVDJT2R-4, APVDFr2-O, Outdoor Accents beck Joist Ties 6 CTS218 Compression[Tension Strap 14 Ll LU26, LU25, LU210 Face -mount hangers CU Cf) -0 0 > Sao X Product Model. NuMber gr Name Product Description APVDJT2R-8 6 DSP, SSP; TSP Stud to Plate fie 15 LUC26Z, LUC2iO2 Face -mount hangers E 0 1 SD`1 01 12DBB Outdoor Accents Connector Screw 5 APHH46,APHH46R, APHI-1610, APHH01OR Outdoor Accents Heavy Hanger 7 HI, HIOA, H2,5A, H3j HO. H7Zt H16: HIS$, HIO-2, H16-2S HuirricanoTies 16 LUS series hangers Face -mount hangers available In widths ranging from 1-011610 4- (3) ill CL 2 SD9112. 8139212;S010112, SD10212 Stong-Drive SO Connector Screw 6 APL4, APL6..APTA,, APTO, APVL4, APV1_6, APV74, APVTS Outdoor Accents Land T Bearn-to-Column Ties 8 PGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518"and heights ranging from 3` to 1 0-15JI6". C/) 0- 3 SD9I 1 28S. SIDQ212S$ Strong -Drive SQ Connector SS Screw 7 APLH24, APLH24Rj APLH23, APLH26R,LAPLH210. APLH21 OR OutdoorAccents Light Hangers 9 HS24 HurricaneTie 17 MGU3.63-SD$, MGU5.25-50S, MCU5.50-505, MGU!5.52-SDS, MGUT00-SDS FaQe-mount hangers 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF228M, SDCF`221014�. Sirong-Drive SDCP Timbor-CIF Screw 8 6VLZ Brick Veneer Lodger Connector 10 HSS2-SDSI.5. HSS2-2-SOS3, HSS2-3-SDS�,,HSS4-SDS3 HeavyStud Shoo 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9/1 6'to 5- < SDCF221134, SOCIF221334, SE)CF27195e, SDCF27235,8 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2. HST3, HST5, HSTS StraightStraps 1/8" and heights ranging from 6-15116" to 5 SDCP22434, SDCP22512, SDCP22614. SDCP22700, SDCP22858r SDCP22912� Strong -Drive SDGP Timber-CP Screw 10 C�T3Z, CJT4Z. CJT5Z. CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28,, HTS30, HTS30C HaavyTwstSlr0 19 MUS215__ MUS28 Facowrrou ht hang errs SDCP221 100. SE)OP221134, SDC P27140D 11 DJT14 Deck Joist Tie 13 HTSQI SKTZ, HTS020KTZ Heavy TWet 5tra p 20 SUR, SUL SURC, SULC seres hangers Skewed fa.ce-mount hangers available in vAdths ranging from I - 6 SDHR2T4CO, SDHR276,14L SDHR31400, SDHR31614 Strong -Drive SDHR, Combo -Head Screw 12 DS Dry Wall ftp 14 LFTA Light Floor Tie Anchor 9116" to 3-9/18" and heights. ranging from 3-1116" to 13-314"� 7 SDS25112; SD825134, SOS25200, SDE25212, SDS25300. SDS25812, SDS254121 Strong-Otive SIDS Heavy-Durty Connector Screw 13 FC4. FC6 Frotning Clips 15 LSTAP, LSTA12, LSTA15, i LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC. SULG) available for all double SDS25500, SDS25600,,SDS25800 14 FWANZ Foundation Wail Angles 16 LSTI49, LST173 Straight Strap$ 2X and 4X models; only acute tiange is concealed. 8 SDS251128S, SOS252COSS, SOS25212SS, SDE2530OSS: SDS25312SS Strong -Drive 808 Heavy -Duty Connector SE Screw 15 GAI, GA2 Gusset Angles IT LTB20, LTS40 Bridging, 21 U seriesnangers Face-moript hangers available in widths ranging from 1-06" to 9 SDWF2716.,9DVVF27,20, SDWF2724, SDWF27A, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2_5T, H8, HIOA-2, H10S, H14, HGAIO HurricanaTies 18 LTS12, LTS16, LTS18, LTS20 LightTmest Strap 6'and heights ranging from 2-5/8"to 11. 114', IT HCJTZ Heavy Concea led Joist Tie 19 MGT Medium Girder Tleclown 16 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MSTBO�. MST72 Straight Straps FL*100l 19 KBS1Z Knee -Brace Stabilizer 21 MSTAQ, MSTA1 2� MSTAI 5� MSTAI 8, MSTA21. MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FL#10667-R6 20 LSOr L5D. LX L90 Angles 22 MSTC25, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Seci 9 Product Model. Nurn berar Name Product OescdilIfio 21 LCF4 Post Cap 23 MSTC48@5, MSTC68133 Pre-nertStraps Sea 9 Product Model, N u m bar or Namer Product Descdgk= I ATR318, ATRI12, ATRS/8, ATR314 Threaded Rods 22 LS30. LSSO, LS70, LS90 Skewable, Angles 24 MST12e, MST136. MST14$, MSTI60, MST172 Straight Straps 1 EA series hangers Top flange hangers available, in Wdths ranging from 1-9/1 V'tc 7, 2 ATUDS, ATUDO-2, ATUD9, ATUD9-2, ATUO9-3, ATUDI 4, ATUD1 4-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MM8, MTS20, MT824C, MTS30, MT830C Medium TwistStrip 118" and heights ranging from 7-1/6'to 59'. 3 BP318-2. BPI/2, BP1/2-3z BP6/8-2, BP518-3, BP3141, BF>314-3, BPRTUO3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ2U2, LSW2SRZ LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 KCA2x1O-12, NCA2x12-12, NrA2x&-16, NCA2y1O-1O, NCA2x12-16 Bridging '2 DGBF series hangers Top flange hangers available in wdths ranging from 3-6X' to 7- 4 ONW318, CNW1'12I CNW5t8, CNW314, CNW5/8-lf2, CNW514-5f8 CoupierNuts 25 LSSRI..SI, LSSR21, LSSR2.37, LSSR2.66. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skowable Hanger 27 RCWB12, RCWB14 Wall Bracing 118" and heighbe ranging from 9-114!'to 24", 5 CTUD55, CTUD65, CTUD66, CTUDX CTUD76, CTUD77, CTUD87. CTUD88. CTUD97, Coupling Take -Up Device 26 LTP4,LTP5 Tie Plates 28 RPS15. RIPS22, RP$28 Repair Plate Strap 3, DGF series hangers Top flange hangers available in widths ranging from 1 -1 01c, 3- Z CTU098, CTUD99 27 ML23Z, MI-247, Ill ML28Z. ML21OZ Angles 29 1 Stud to Plate Connector 5ff' And heights ranging from 7-14'lo 24'. 6 N3, N4, N5, NO Heavy Hex Nuits 25 MMH8 RoofTioDown $0 SRI � $P2, $P4; $PE3. SP8 Stud Plate Tie 4, DGHF series hangers Top flange hangers available in widths ranging from I -al0tcl 3- 7 RTUD.51. RTUD3B, RTUD4, RTUD4B, RTUD5. RTUD6, RTLJD7, RTUD6 Ratcheting Take-U p Device 29 MMHC Hinge# Roof Connector 31 SPH4, SPH6, SPHla Heavy Stud Plate Tie 5f8" and heights ranging from 9-111W'to 24%, 8 TUD9. TUDLJO Take -Up Device 30 MMLU26, MMLU26.2, MMLU28. MMLU28.Z MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers a2 SS1.5i SSZ�l SS3, SS4.5 ftd Shoo 5 IEG5, EG7, EGO -series hangers Top flange, hangers Available in wdt?rs ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC,RBCP Roof Boundary Clips 33 ST9, ST1,2r STIS, ST22� ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 718" and heights ranging from 1 1-to 32-112". 10 URS3 3f8" Uplift Rod Run Tieclown System 32 RST-2i Roof Tia-Down 34 TB20, TB27, TB30. TB38, TB4_-, TR48, TB54, TB56, TBSD Tension Bridging 6 EGO series hangers Top flange hangarsavailab N in widths ranging from 3-618" to 7- 11 URS4 112" Uplift Rod Run Tleclown System 33 RT022Z, RTC42, RTC2Z, RTC_44 Rigid Tie Connectors 35 TWB10, TWBI2, TVV814 Wall Bradrig 114" and heights ranging from I 1-14� to 32". Z 12 URS6 518" Uplift Rod Run Tiedown System 34 STC. STCT, OTC, HTC4 Truss CITr5 36 VGT.VGTR,VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114!'to 6-718" 15 URM 3M` Uplift Rod Run Tiedown System 35 TJ=, TJC57 Truss Jack Clips 37 WB1 00, W61 08C, WBI 20, WEI 26C. W6143C Wall Bracing and heights ranging from 8-112" to 28"_ 50 72, Z4, Z44 Panel Stiffener Clips 8 QLTV series hangers Top flange hangers available in wdths ranging from 3-11,Vto 7- lff' and heights ranging from 11 " to 32". FL#10441-R6 FL#101531_13� 9 HB series hangers Top flange hangers available in widths ranging from 1-9115" to 7- FL#1,0447-R5 112" and heights ranging from 8" to 30"� sea Product Model, Number or Name Product Descriotlon Sea# Product Model, Number or Name Product Description 10, HGLS series hangers Saddle hangers available in widths ranging from 5-114!'to 8-7a, LU 1 OTT2 Hold-down Sag * Product Model, Number or Name Pmduct Deescription 1 CBH2,37x5.6, 0131­12,37x7.63, C161­12.37415 Concealed hangers and heights ranging from 10-112" to 2W. 2 HDC1014. HDC10122 Hold-down 1 AHEP Adjustable Hip7End Connector 2 DU, DHU, DHUTF series hangers Face -mount (OU, DHUYand top-lange (DHUTF) hangers 11 HGLT series hangers Top flange hangers Available in widths ranging from 3-114!'to 8- 3 HD08; HHDQIJ, HHDQ14 Hold-down 2 DSC2R-SDS3, OSC2L-SO837 DSC5P-SDS3, DSC51_-SDS�3 Drag Strut.Connectors available in widths ranging from 1-9/18"to 3-gil&' and heights 718" and heights ranging from 7-112" to 32', 4 HDU2, HDU4, HDU15, HDU8, HDU11, HDU14 Hold-down 3 GBC: Gable Brace Connector ranging from 9-116" to 23-1151116'. 12 14GILTVseneshangers Tolpflange hangers available in widths ranging from 3-114!'to 7- 5 HPA28. HPA35 Stap-style purlin anchor 4 HCP1.81, HCP2. HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5,25-SDS, HGU5.5O-SDS, HGU5.62-SDS� HGU7.Oi HGU7.25- Face-mourit hangers 118" and heights rargirig from 14" to 33". 6 L.STHD8. LSTHD8RJ Strap -style haid-dowr 5 HHRC2-2. HHRC42, HHRC42�'2. HHRC,411,81, HHRC44, HHRC5.2",25L HHRC5,3713.12, Heavy Hip to Ridge Connectors BOB, HGL9�00-$OS 13 HIT series hangers Top flange hangers available in widths ranging from 2.5116" to 3- 7 MASA,MASAP Foundation Anchor strap HHRC66 4 HGU$ series hangers Fare-mo4rt hangers available in Wdths ranging from 1�50to 7- 9116" a nd heights ra riging from I &'to 26". 8 MPAI32, MPA144 Strap-styie purlin anchor a 1-11301-81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-6/16'tD 12-W8", 14 HUSTF series hangers Top flangejoist hangers availabIffin widths ranging from 31/8"to 9 PA1 8, PA23, PA28, PA35, PA51, PA68 SIrap-style purlin anchor 7 LRU26, LRQ28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5,62-SDS, HHGU7.0O-SDq. HHGU7.25.SDS, Facemmounthangers 3-9/18" and heights ranging from5-3f8`10 13-10% 10 PA118, PA123. PA128; PIA135 Strap -style purlin anchor 8 LSU25, LSSU28. LSSU210 Light SlopeablelSkewable U Hanger HHGU9.O0-SDS 15 HUTF, HUCTF series hangers Topflange hangers available in widths ranging from 1-9116'to 5- 11 STHD1 OL STHDI ORJ Strap -style hclld�dowin 9 TBE4� TBE� Truss Bearing Enhancer 6 HH US26.2; H HUS28.2, H HUS210-2, HHUS46, HHUS48. HHUS41 0, H HU855011 o Fare -mount hangers 1f2" and heights ranging from 3-7 116" to 15". Concealed flange 12 STHOI 4. STHDI 4RJ Strap -style hold-down 10 TC24: T026; TC28 Truss Clip HHUS7.25f1O version (HUCTF) available fiorall models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA41 8, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers, available, in wkiths,ranging from 3- greater than 2-9/16". THAC422, THA426 - THA4�2-2, THA426-2 Iff" to 5-118" end heights ranging from 4-SM" to 18 HWP series hangers Top flange hangers available in wdths ranging from I to 7- 12 THA11.81f22, THAl2 O6f22, THAl2,1122. TRA[222r THAI322; THA13522, THA[4�2 AdjuslableTruss Hanger Sized for Wrists Concealed flange version (HSURC, HSULQ) availacife for 0,11 Iff" and heights rangihg from 2e'- 13 THALZIV, THAR422 Skewed Truss Hanger double 2X and 4Xmodelrq, only acute flangels concealed, 17 HWPH series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- 11:�A C."I I-- F� C) 14 THJA26, LTHJA20, LTHMA Multiple Truss Hangers a HTU�6 HTU28, HTU210, HTU26-2, HTWO-2, HTU210-2 Face -mount hangers 112" and herights ranging from 5-3/8" to $2". cm ?1 C,) 0 15 THJM2,4-SDSS, THJMM-S0S-3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC sffies hangers Face -mount hangers available in widths ranging from 1-911 V'to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1 -9110' to 3- 0 16 TSBR2-24 Truss Spacer -Restraint 112" arid heights ranging from 2-70tc, 19-114"- Concealed flange for 5f8" and heights ranging from 9-1/8" to 16'. 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (H UC) available All models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9/18" and heights CM C.� I B VrCR Valley Truss Clip greater than 2-9116". ranging from 5-318" to 7-114", 10 HUC01.811.9-SDS, HUCO1,81MI-SOS, HUCO210-2-SDS, HUC=LO-3-SOS. HUCO310- Face-mourit hangers 20 J@A series hangers Topflange hangers available in widthofl-gM15"and heights SDS,HUC0410-$DS, HUC0412-S[)S: HUCQ52"-SOS, HUCQ5.2511-SDS, HUCQ610- ranging from 9-3116" ta 1 SOS, HUCQ612-SDS 0 -7 'o-4, ra-, 0 CL -0 00 0 '.Z_5 Ca - -0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong-Tie2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/MO Simpson Strong-Tie2020 FBC Approved Products Updated 12M,12020 0 UJ For direct Inks to ad $8T approvals listed below� CLICK HERE C= For direat 11*5 to all -5ST approvals listed belowt ��R For direct links toell $8T approvals listed balav,, CLICK HERLE For direct links to all SST approvals listed belaw, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Marri-Dade County Notice of Acceptance INCA). aLLQLL". For additional infor nation regarding Florida's Statewide Product Approve! System and Melmi-E)i County Notice of Acceptance (1,10A), §1JQEJJU&. For additional information le@arding Flodda�5 Statewide ProduciLApprovall System and Marn-Dade County Notice of Acceptance (NON, _qLLq4.d=. For additional information regarding Flord'a's -Statewide Product Approval System and Vignii-Dadle County Notice of Acceptance (INICA), a6j.Q�t 21 LB series hangers Top flange hangers available in wdth of 1 -9116" and heights. FL#I 14,60-R5 18 SILBVI,56, SILBV1,81, SILBV2406. S/LBV2,37, SILBV2.56, SILBV2.68, SfLBV3.12, Trio Flange Joist Hangers 5 SET -AP Adhesive Anchor for concrete ranging from 5-3fS" to SfLBV3L56, VLBV3.62- SILSV4.06, SfUBV4,12, SILBV4;28, SILSV4_75. SfUBV5,50 6 Strono-Boll:2 (STI32, M2-4SS, STB2-6SS) Strong-eck 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Topflange hangersevallablelin width of 1-9116" and heights Seg 9 Product Model. Number or Nam Produgl Description 19 SILTT20, S/DTT2Z, S/HTT14j HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9- ! 8A 5" to 13-118" 1 HHUS21 1 0-3, HHUS210-4 Joist Hanger 20 SWST60, SIMST72 Straps I I S mil (10 On) 7 Titeri HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THO-CS, THO-CSSSS) Then HD Heavy Duty ScrewArichor for concreta and masonry 23 LEQ3, LEG.5, ILEGT series hangers Top flange hangers available in Wdths ranging from 3-14'to 2 HRS6. HRS6, HRS12 StapTles 21 SP4,5P6 Stud Plate Ties available with hex head in carbon steel and Typer3M and 316 7(8" and heights ranging from 9" to 33-112'. 21 HUCQ21M�S'DS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP�OSP TSP Stu d Plate Ties stainess, steel, or vvith countersunk head in carbon steell and 24 MEG5. MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 0- 4 THGB2, TH093, THGBH2, THGBH$, THGBH4 Joist Hanger 23 STC� OTC' Truss Clip Type 316 stainless steel 7/8" and heig hts rein 9 Ing from 9" to 32-117'. 5 THG02-SDS3, THGQ3-SDS4:5, THGQH2-SDS3, THGQLH3-SDS4.5, THGQH4-SDSO Joist Hanger 24 T91D22 Truss Brace Diagonal 8 Titan HD Rod Coutplar (TH037634RC, THD50934Rq) Titan HD Threaded RoclCoupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGVVZ-3, THOWZ-4, THGW4-3, THGW4A Joist Hanger 25 TJC$7 Truss Jack Connector 9 Tilen HD Threaded Rod Hanger (THDB25158RH, THD637155RH, TH03721 �RHI: Titan HD Threaded Rod Hanger for concrete 118" arid heights ranging from 9-114" to 241"� THD50234RH, THD10212RH) 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangerre available in wdth of 1 -91*" and heights 10 Wedge -All WA) Wedge -All Anchor for masonry ranging from 3-$18" tD7-V8", Fli 1473-R5 FL*13904-RS 27 RR Ridge rafter connector 2B WP series hangers Top flange hangers available in Wdths ranging from 1-O/16'to 7- Sea 0 Product Model. Number or Nam Priccluct Diatiscrintion Stag # Product Model. Numberor Name Product DescaLtAn_ FLO-16230-IRS 1/8" and heights ranging 9-114"tD 32". 1 DETAI-20 Double Embedded Truss Anchor 1 CCQM3.62-,5DSHDG, COqM4.62-SDSHDG, CGQM5.50-SDSHDG, CCTQM3.62-SOSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4,82�SDSG. CCTQMS.50-SDSG, CC0QIVI3.62-SOSG, CCCQM4,62-SDSG� Sou Product Model. Number or Nam Product Descrintion 3 H16, H18S, H16-2. H16-2S Hurricane-rie CCCOM5.50-SDSG I AT-XP AT-XP High -Strength Acrylic: Adhesive for cortcrete or masonry FL#lQ"-o-R5 4 HETA112, HETA16, HETA20, HETA24. HETA410 Embedded Truss Anchor 2 ECCLOM3.62G-KT, ECCLQM4-62G.KT, ECCLOM5.5l ECCULQMD3.62G-KT, Masonry Pier Caps 2 Er.HP ET -HP Epoxy Adhesive for msonry 5 HETAL12, HETAL16, HETAL20 Embedded Truss Anchor E��ULQMD4,62GXT, ECCLLQMD5.5OG-KT ECCLRQMi, ECCLRQMD4.62Q- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Seq Product Model, Number or Name Product Desca2= 6 HGAMIO, HMO Masonry retrofit connectnirs Kr, ECCLRQMD5.5UG-KT 4 Strong-Bott 2 STB2) Strong.Boli:2 Wedge Anchorfor masonry I ABA44. ABA44R, ABA413, ABA48R; ABA56: ABA66R Adjustable Post Base 7 HHETA16. HHETA20, HHETA24, HHEFA40 Heavy Embedded Truss Anchor 3 HGUMS.25, HGUlvl HGUM7 00, HGUW,25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Trion 2 Screw Anchor for Concrene 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5- ABU5-6. ABU65, ABU(36�. ABU66R. ABU88, Adjustable Post Base 8 UGT2. LGT3-SDS2.5, LGT,I-SDS�� Girder Tiodown 4 LGUM20-2, LGUM26-3: UGUM26-4, LGUM28-2, LGUM26-3, LGUM28-4. LGUM210-2. Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6SS, THD-CSGSS) Tilen HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABUI010, ABU1010R, ABU1212, ASU121,2R 9 LTA2 Lateral Truss Anchor LCUM210-3, LGUM2104, t-GUM46, LGUM48 LGUM410 or516st@lnless steelwith hex head, and316 stainless steelwth 3 ABW44Z. ABW44RZ, ABW46Z, ABW48RZ, ABW66Z. ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, ME7AI6, META18, META�O, META24, META40 Embedded Truss Anchor 5 MSHA3-12/9.25, MBHA3.12flI.25, MBHA3-56,7.25, M8HA3.56J9_-'25. MBHA3.56/111.26, MBHA3,5B/l I 8B, MBHA�.50114, MSHA3,515ilS, MBHA3,56)18. MEHA5.50R25, Masonry Top Flange Beam Hangers 7 Titan Turbo countersunk head. Then Turbo Screw Anchor for 4 A04, A04l ACE4, ACO, ACOR, AC50 Post Cap 11 M37AM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry (TNT) conrrete or masonry 5 E04, BC46. BC4R, BC6, SC6R, BC&, SCS2-214, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSMIO. HTSM20 Twist Strap for Masonry MBHA5.5tI/9,25. MBHA5.50/11.25, MSHA5.50111.88. MBHA5L50114, MBHA5L50f18, 6 C1344, CB46, C548, 01366, C1368 Embedded Column Base MBHA5�50,(18 IM 7 CBSQ44-SDS2� CBSQ46-SDSZ CBSQOO-SDS2, CBSOBO-5052, CBS088-SQS2 Embedded Column Base 6 MISHU3.56/9,215, MBRU3.56111,25, MBHLl 1,88, MSHU3.56114: MBH US.56/1e, Masonry Seem Hangers fL#16S37-R3 > 8 CC, ECC, ECCU Series Bolted column caps, with W1 ranging from 5-114r'to 9-112" and FL*`111496-115 MBHU&65JI8, MBI­11_16,5019�25, MBHIJ,6L5O/J1,M, MBHU5.50111.88, MBHU5.160/14, W2 ranging from 3-518" to 7-112" MISHU5.50M6, MSHU5.50118 Sea X Product Model, Number or Name Prg(luct Description 0 9 CCQ-SD$2-5, ECCQ-SOS2. 5 Series Screwed column caps With WI ranging from 3�114" to O-VZ'and §9" Product Model, Numboror Name Product DescdW= I X34BI0164K. XIS1016, X1 01018-4K, XQ1$101 B. XQI 81 016-4K 410-16,Strong-Drive X Metal Self -Drilling, Tapping Scrowswith #3 L_ VV2 ranging from 3.518" to 7-1)2" 1 DTT1 Z DeckTension Tie Drill Point > CDL 10 CPT44Z, CPT66Z, CPT88Z Concealedl Post Tie 9aso 2 HD12, H019 Bolted Holdowre; FL#1 3975-IRS 2 XLQI I 4T1 224, XUQI 14B1 224-2K 412-24 Strong-Orive XL LaIrge-Head Metal Saff-Drilling, Tapping 11 12 EPB44A, EPB44, EPB46, EPB66 EP84Z Embedded Post Bass Emboodad Post Base 3, 4 HD$13, HD5B, HD7B. HDOIB HTT4, HTTS, HTT5-3M Bolted Hok[owns Tension Ties IMA Product Model, Numbeiror Name Product Doscqatft XMQfl 4SI224, XMQ1 1481224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 41'2-,24 Strong�Orlve, XM Medium44eaci Metal Self -Drilling, 0 13 LCB44, LCB66 Embedded Column Base 5 LTT119, LTT20B, LTTI31 Light Tension Ties I SDW223001 SDW22338, SDW22438,,5DW22458, SDW22500t SDWZ2eOOz $DW22e3ti, Strong -Drive SOW FWPI PLY and TRQSS-PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDVV22834 4 XQ114SI 224, X9114BI224-2.5K X1 14S1224,XQ1I2S1224. XQ1 1281224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with ffi5 Drill Point 15 MPI344Z, MPBS67, MP888Z Moment Post Base 2 SDVVGIWOI SDWC15600 Strong -Drive SOWC TRUSS Screw 16 PB44, PB44R, PB46, PB66, PBSOR Embedded Post Base FL#1 3628-115 3 SIDWHI9,30008, SDWHI04001)8,LgDWHI96WDE,,SDVVH19800DB: SE)WHI1910OODS Strong-DrivoSL>V4�TIM�ER-HEXSomv 6 XLi XU34B10IO-5K #10-10-Strong-DrivoXQ Metal Solf-Drillingt Tapping Spre,�rs with 17 PBS44A, PBS46: PBS66 Embedded Post Base 4 SDWH274DOG: SDWH27BOM: SDWH278DOG, SDWH2710OOG, SDWH2712DOG Strong -Drive SDWH TIMBER-HEXHDG Screw #1 Drill Point IS PEV6,PBVIO Round Post Base sea# Pinbduct Model. Number or Name Product Deti;cURUm 5 SDWS16212, SOWS1 6300, SDW$16312, SDWSI 6400 Strong -Drive SOWS FRAMING Screw TIMBER 19 PC44-18, PC46-18, PC48-15, PC64-16, POa6-16; ERC44-16: EPC48-18, ERC48-15, Post Cap 1 SB518x24, S8718x24, SSIx30 SB Anchor Bods. 6 SOWS1119600, SDWS19712, SDWS224OGSDWS225O0,SDWS225I2, SOW,922900; Strong -Drive, SOWS Screw (InteriorGrace) EP084-16; PPC66-18 2 SSTB16, SST820. SSTB24, SSTBZS, SST834i GST9367 SST81 5L,,,SSTB20L, SSTS24L, SSTS Anchor Bolts SDWS22800, SQWS22900, SDWS221OQO� SOWS221 100, SDWS221,200, SDWS2211500 FL#35320-RO 20 PC4Z: PC4RZ, PCBZ; PC6RZ, P08Z, PC8RZ. EPC4Z, EPQ4RZ, EP05Z, EP015RZ, EPC8Z, PostCap SSTB28L 7 SOWS223001)6� SDWS2240ODS: SDWS225OOD8, SOWS221310008, SDWS2280OD13, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EF108RZ SDWS221 O0OD8 sea Ill Product Model, Number or Name Product QescdRUn 21 PPB44,4Z. PPB44-6Z Post Base 8 SDWS2231202B, SDWS2251,2038 'Outdoor Accents Structural Wood Screw 1 DSSCB43-5: DSSC646, DSSC[348, DSHS Bypass Framing Drift Strut Con lector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS273003S, SDWS2740088, SDWS2750OSS, SDWS27GOOSS, SDWS278008S, Sirorg-Drive,$DWS TIMBER SS Screw 2 FC84�35. FCB45,5� FCB47.5, FCB49.5, FCB411,5 Bypass Frarn Ing Fixed -Clip Connector SDWS27100OSS SDWS271200SS 3 FPH$D34S1O18, FPFISD�3431016, FPHSD34R-1018-5K, FPHSD3481214, #10-16 and #12-14 Strong -Drive FPHSD Framing-tc-CFSSeff- Sea # Product Model, Number or Nam' Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34BI214-bK Drilling, Tapping Sere" ca FL#i0O66-R!i 1 CMST12,CMSTi4, CMSTCIO, OS14: CS16, CSIS� CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2-25, I-SK-4125, LSFC6_25,$FC2.25. SFC4.,25, SFCG.25 Steel Framing Connector 2 HRS6: HRS8; HRSI2, FHAG, FHA9, FHAI2, FHA18, FHA24, FHA30, MST126, MST36, Straps 97 mil (12,ga) 5 LSSC4�25, LSSCS.25, SSC2.25, SSC4,26, SSC6.25 MSSC2-25, MSSC4�25. MSSC6.25, Steel Stud Connectors Sea # Product Model, Number or Name Product Desca2lim MSTI48� MSTIBO, MST172, S/MST27, SIMST37, SIMST48 FL*t5363-R 6 USSC4_25KW, MS,906,25KW RCKW3, RCKW5.5, RCKW7,5. RCKWSS, RCKW5 �S Rigid KnegWall Connector < 1 2 FJA, FSA FRFP Foundation Anchor Flat Retrofit Foundation Plate 3 4 HTS161 HTS20, HTS24, HTS28: HTS30, HTS30C L,:MA30, LSTA$6, LST140, I-ST173, MSTA9, MSTA1.2 USTA15, MSTA18, MSTA21, MSTA. 24 Heavy TW* Straps Straps 43 mil (18 ga) 7 SQ843Z, SC845.5 9C]547.5,80649.5, SCB41 11�5, MSQ64,55_51 MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH40-8, QH46-8, GH48-6! QH48-8, GH4104 GH410-8, GH66-0. GH56-8, GH158-0, GH68- Girder Hanger 5 LSTA9. _STA1 Z LSTA15, LSTA18, LSTA211, LSTA24, -ST292. ST2122,S71721 15, ST2215 Straps 33 mil (20 ga Sea 9 Product Model. Num ber or Name Product Descirlotion 8, SC532­9197,,SCS��-5�97, SC,,962-51115, SCS82-51118 Bypass From ing Connector 9, GH610-6, OH81 0-8 6 LSUEH3.25, SUBI­13.25�. MSUSH3,25 Bridging Connector 1 AS 16. AS I 8S5; AS 1880 16 g a. Tru as Plates 9 SCM-25, SCWaS Head -of -Wall Skile-Clip, Connector 4 GLB5A, 01-1355, QLB5C. GLB5D, GL67A GLB73, GLBTC. GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25. SJCIO.25, MSJC8.25. MSJCIO.25 Steel Joist Con nectove 5 OLDT512; GGL7612, OLST510, GBLT616, OLSTS20, Gal -Tim Glulam aearing Plate 18 LTS12, LTt16. LTSIS, LTS20 Lig htL Twist Straps a AS�20 20 ga, Truss Plate II SS63,51 a Bypass Framing Slide -Clip Strut Connector ICU 6 HGLBA, HOLB131 HGLBC,, HGLBD HeavyGlulam Bearing Plate 9 MSTA30, M-STA36, $T6215, ST6224 STS, 5T12­9TI8, ST2Z M5TC28, MSTCAIQ MSTC52 Straps 54 mii (16 ga) 4 ASHIP Hinge Plate Connector 12 XLSH34B1414, XLSHT8131414 #14-14 Strong -Drive XLSH Shoukered Self-Orilling, Tapping 7 HGT-2, HGT.3, HGT.4 Heavy Gird or Tii 10 MSTC8 6; MSTC78, ST8236 Siraps 68 mil (14 go) Screws LJJ a UF-Plo-SD83 Universes I Foundation Plata 11 MTS12. MTSIS, MTS18: MTS201 MT830, MTS24C, MT830C Medium TwistStraps 15 XQ1SI 018, XQ1 9101 6-4K, X01S1214; XQ1BI 214_3L5KT XQ78S1224, )�07&Bl MAI-SK, 410-16,412-14, and *12224 Strong -Drive X Metal Self -Drilling, V URFP Universal Retrofit Foundation Plate 12 StE1,56, SqB1.81, SIB2.06, SIS2,37, &B2,56, 8152.08, S1133.12, S1133,561 SIB3.152, SIB4.06, Top Flange Joist Hangers FL#115730-114 Xq1 I 4SI 224, XQ1 1491224-7,51<� XQI 12S1 224, XQI 12BI 224-2K, X3481 01 6-SK; XISI 016, X1 8101 64K�, XI SI 214, X181 214.3,5K Tapping Screws < (D SfB4� 12, -SiB4,28, $194.75, SIB5,50 13 SBA2,riL21.S, SfBA2,12flOr SMA2.12112, SIBA2,12/14, SABA4.18/6,$13A4.18flo, Top Flange Joist Hangers JW Product Model. Number or Name Product Descriation S�Bk4.18112. SiBA4,11 514 1 Er -HP Adhesive Anchor-lor concrete 14 $11-11A Hurricane Tie, 2 GAC_, GDP. GE)PM-50, GDPM-75, GOPM-100, GDPS, GW-50. GW-75, GW-100, GTH Gas -actuated fasteners and Assam bliles < 15 SIH DOB, S/H DOE, S11,101 OS. SIYH DI OB, SrH D1 5S, SfH DI 5a Holi 3 POPA, PDPA-K, PDPA-MG, PDPA7, PDPAT-K, PINW, PINWP, PINWP-W, PDPAVVL, Powderactuated fasteners. threaded studs, and Assemblies 16 S/HDU4, S4HDUOi S1HDU9, S/HDUI1 Holdpwns PDPAWL-MG, PSVL3, PSVL:�.K, PCll PECLDPA, PTRHA3, PTRHA4 17 S�JCT, SfHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. PA 1.2 PAGTIWmftimfni. I 5r "A 7 1 t � ]P"d*,t Centro -Unit -Su#ovuer -T3V"fi%uNtt -April 14,2bm ,Appro;M1 E -4, NOOM OF '0". 12 It it MI I �;w 4M I 1*,ql phaoq-,J'X. %w"Wr E ration ]P�xt*z A prA'14 2-014 'E -1 to —cu > (3) 0 0= C�L 0 � cu 0 U) (D :t::f cou 0 cu cn 0 2 ca. c -2 m ca -9 CU 0 > (D Z— 0 cn co A .0 I— s� Co U-"-), < 5� so t: > 02 cn E =3 cu > 2 > CL O CL 2 co rn < co LU < Z tttJ SHEET NO. PA 1.3 ----------- NEW / ,It. I ILI ECO iNc. 1 X TILLIT TESTING & ENGINEERING COMPANY ]IMM CT_F,`ITALU&UQaREWZXNQ_ZQ7Q7� 2 2.2, TEST REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads BLOQUCLkXALVATION REPOIXf 140, 20,0728.01 3 6. MATERIAL CHARACTERISTIC -$-A D SPECIFICATIONS: _ Shall be,strictly in accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing VATTRR A- nLLIT, JFL, RE, ­ N. V M �91.1 _�10 'AT R C� LL­­ N". W06719 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 # 96-569 dated OW0911996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P_E_, Fenestration Testing Laboratory, Inc. reports# 2032 dated 04116/1998 and # 2126 dated 10/0511 9g8 witnessed by Gilbert Diamond, P.E. and Report No, 7. LIMITATIONS AND CONDITIONS OF USE-. REPORT NO.: 20-0728.011 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of`26 of Product Evaluation Document (P. E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilleco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SUB -CATEGORY- Storm Panels 2-.3- "TUCTURAL ENGINEERING CALCULATMS: , 7.2, Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME; 20 GAGE GALVANIZED STEEL STORM PANEL Wind load. as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Pmducts length based on ratonal and comparative analysis, and In accordance with 7.3. Product shal I only be Installed Into poured concrete, concrete block, and LLC, 4800 S.W. 5 1 Street section 1616 afthe Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame structures. Davie, Florida33314 dated 11/03108 and 03fl2/15. signed and sealed by Walter A. Tillit, Jr., P.E. 1. PURPOSE OF EVALUAT[OW 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillil, Jr., P.E. (Florida License ., This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tillew, Inc, (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61 G20-3, Method 1 D of the Florida Department of Business and 4. NNID LOADS RESISTANCE: ,,I,10b�100101"o %A" ?, Pk T14 Z N10, �� // N1. Professional Regulation. __ 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind L11111 -I I !� \� .­ - - ,/7. ., � i.�� �,. - - ,y, PJ 6, , - - �$, 'I-- __ - � e "... - This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall beas indicated on sheets 8, 10, 14,15, ? -, '. . (_1___1 I 167 ` Z been verffled for compliance In accordance with the 2020 Seventh Edition of the 16,19, 25 and 26 of26 of Product Evaluation Document (P.E.D.), drawing No. . 1. = 1--*'I :*= Florida Building Code, and to verify that the product is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 1 0, I 1, 14, I -*,n._%. STATEOF at least equivalent to that required by the Code� 15, 1 7, 1 8, i 9, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.), I .�"* 1 - drawing No. 20-176. � e�-_,� ,, 10 . . / ��;�-. ""4 0 RI'D .., I.. �� . - " A�_ ;5,0,4;, This Product Evaluation Report shall be subject to review and revision In case of " ...." Lpsio N A � � "41##,# a Building Code change that may affect b limitations and conditions 5. INSTALLATIOW I ,,, 111111 Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE. SUBMITTED. sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document YVATILL D;�TILTECOADMON RECORDS I P. E. REPORT-20 � GLOBAL PROTECTION PRODUCTS, LLC%20GAOF - 2.1. PRODUCT EVALUATION UME ATO.-E." (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANELk DRM 4 M176\ RF:PORT#20-0728.01 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEU', indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. (RE.D.), drawing No. 20-178. Tillit, Jr., P,E.; dated 0712812020. This drawing Is an integral part o is Evaluation Report. NoIkIIIAIA111, �,,,P', - � ?� A t/� "N. N �J&_,: 4 X ,k0,kI1Jl1!JIIN0J, , Vk N TQ ,It%, ,,� �x .: ... /,,�, ,,,, - I I .. -,� ... .. � . �­, - . ��CEN,�%,I�k 1P t& ,S, 11�1'1-� .. '" ,/ , .. - �P S . ENS,� , ,_ .-, � " 1. ' % ___ - .. . - - , __ I . %.' t ... NO, 44167 I,--, - — � - - . . 167 1. - = � .. = -2 / - *: . = ; _* : -_� .., * 1 __ , . -7 � . I * = -_ , / -,I:. STATE OF E I I S In'. � "O'. A . r,�, '.. ZOPIUN -.,* . � �-`,%- -, -.�, - ,c ,�, .1 _� �17 11,,.O�.',. ZORM ,.-',f It" I - ,;%,� , , , W. �9� , ....".1.1-1, !F/I 6355 N.W. 36th Street Suite 305, Miami, Florida 13166 - Phone: (305) 871453O I I . N291 r � 1. . �.. .0 1"", S/0 ­­` . ,,tf,1J14NA1_ 7 famow" I 111110 1110 . I I I I GENERAL NOTES: 8-3) IN CASE THAT PRM4ST STORE OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE 20 QW MILMAMM 3T13SL SM M" EXTSTING WALL, ANCHORS SHALL BE LONG V40UGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. STORM PANEL SHOWN ON TMS PROD= EVALUATION DOCUMENT (P.E.D.) RAS BMW VERIFIED FOR CoMPILLARM IN ANCHORAGE SHALL BE AS MENTIONED IN BA) AND IN EQ). ACCORDANCE WITH THE 2= (7th EDITION) OF THE FLORIDA BUILDING CODE (C) M QMG MOOD-imm-luxim-owivx-L--9,&-WIJ; DESIGN WIND LOADS SHALL 13E DETERMINED AS PER SECTION 1620OF THE ABOVE LefRoRm COLGE, - 1/4-f TAKON ANCHORS, AS AMINUFACTURS) 13Y 1.7.W, BULM, INC. FOR A WIND SPEED AS REDUIREO By THE JURISDICTION WHERE THESE SHUTTERS WILL BE 06TALLEEL AND - PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUMON PRODUCTS, 1#/144:010 FOR A DIRECTIONAUTY FACTOR Xd-OBS� USING ASCE 7-18 AND SHALL NOT EXCEED THE MAXARAJ (ALS.D.) - LAG SCREWS PER N.CS� _ /I 1`0 x VS` WOOD SUSHNG, AS DISTRIBUTED BY ALL POINT SCKV, SOLT & SPECIALTY 00. DESIGN PRESSURE RATINGS INW-ATE0 ON $HEM 7 THRU 12. 14, 15. 16, 19 & 2O 7 6 IN ORDER TO VERIF" THE ABOVE CONDIT100L ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO XS.O_ DESIGN WHO LOADS BY MULTIPLYING THEM ErY 0,6 IN ORDER TO C 1) MINIMUM THREADED PENETRAIMN INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PANUMATE PLUS COMPARE THEM W/ MAX. (".0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14, 15, 16, 19 & 20. AM PANELMALE FEMALE 11). IN ORDER TO VERIFY THAT ANCHORS ON THIS RED AS TESTED WERE NOT OVER STRESSED, A 339 INCREASE N ALLOWABLE C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHAU BE 1 1/2'. NO THREADED PENETRATION INTO STUCCO SHALL AS PART T14E REOLARED BE CONSIDO�W OF THREADED PD4ETTATION. STRESS FOR WING LOADS WAS SM USED IN THEIR ANALYSIS. FASIENERS5 SPACING TO WOOD HAS BEEN INETERMINED IN ACCORDANCE WTFN MOS. 20119. C.3) MINIMUM EDGE DWARCE OF LAC SCREWS, INTO WOOD SHALL RE AS INDICATED IN THIS DRAWING STORM FANS.'S ADEOUACY FOR IMPACT AND MUD RESISTANCE RAS BEER VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER HURRICANE EN -LEERING & TCSTW INC. REPORTS 96-569, 96-570 & 96-T30 AND C.4) MROMUM PENETRATION OF WOW BUSHM SHALL BE 5/8'. i/4' o-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM FENESTRATION TESTING LAIL INC- REPORTS #2032 & 02126 . AS PROTOCOLS TAS_2D1. TAS-202 AND TAS-203. SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO, AS WEILL AS AMERICAN TEST LAS OF SOUTH FLORIDA REPORT 002, 9.01-OfL AS PER -AS 201, TAS 202 AND TAS 203 STANDARDS. C-5) IN CAM THAkT PRECAST STONE- OR PRECAST CONCRETE PAROLS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL. A004ORS SHALL BE LONG ENOUGH TO REACH THE WAR STRUCTURE BEHIND SUCH PANELS. 2. ALL ALUMINUM WRUS04 TO BE W63-T6 ALLOY AND TIEWER. (UNUESS OTHERWISE NOTED), SEE SHEET 2, M4040RACE SHALL RE AS MENTIONED IN C.1) , C.2) & C.4) 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 Xlm (0) ANCHORS SHALL BE WSMUM FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEWICATIONS OF THE ANCHOR*S MANUFACTURER. 4. ALL STEEL SHEET REM PANELS SHALL HAVE "WMRAL OLALITY STEEL ASTM A-W GRAM 50 MINIMUM. G-60 GALVANIZED STEEL DESIGNATOR W/FY- 58.5 k.i (AFTER ROAM). B. PANELS MAY &SO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 THLROUGH 6) EXCEPT THAT HEADERS (Z & 0 SHALL NOT BE USED. 5- ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS SERIES OR CORROSION RESISTANT ODATED CARBON STEEL AS PER DIN SDOO W/ 50 kW YIELD MENGTH AND 90 W TENSILE STRENGTH & SHALL CGWKY W/ FLORIDA quIL)ING CODE 9 ' IT SM-ALL BE THE RESPONSIBUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCnM WHERE SHUTTER IS TO BE SECTION 24il.3.3.4- ATTACHED TO KSURE PROPS? ANCHORAGE- THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BUILDINGS, 8. BOLTS TO BE ASIR A-307 GALVANIZED STEEL OR AIS? 304 SERIES STAINLESS STEEL, WH 36 ksl MINIMUM YIELD STRENGTH TO. EACH REGULAR STORM PAWL WITH UENSTHS OVER W-0 THROUGH 12'-4'. AS PER SECTIONS 6. & 9 a 10 AND ALTERHATNES OW, 7� ANCHORS TO WALL SHALL BE AS FOLLOWS: Be At IOW & 12 RESPECTASLY, SHALL HA%T A LEGIBLE AND READILY VSISLE MARKING iNSMUCTING OWN R ER 0 $GtNC4V AILS TENANT TO WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. (A) MA2n1R*_EW=LQW= 11 THE INSTALLATION OWIRACTOR Is TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT MTH '* TAPCON ANCHORS AS MANUFAICTURED BY LT-W� IWILDEX, INC, (M[n, fL-3192 p-i.) THE SQIUDiRG TO PREVENT WIND/RAIN INTRUSION. --,I/ /4! . � 7/r CALK-N ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. r;.3000 p-Q - 1/4�% X 3/4" SOLO -SET AW.RGRS. AS DISTRIBUTED BY ALL POINT SCREW, DOLT & SP,GAkTY COL 12, STORM PANEL INIPAULATON SHALL COMPLY MTH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS (Mi, r-3000 P�.' 0 PROVIDED By THE JURISDICTION WNERE PERMIT IS APPLIED TO. - #14-10 PAINEL"'FE FEMALE O & PARELVIATE PLUS ANCHORS, AS MAHUFXTMED BY SOG CONSTRUCTION PRODUCTS. (MIN, f'F-33M p-) 12L 0) THIS PRODUCT _�#LlAnGN DOCLIMENT (REM) PREPARED By THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION - t/4"0 CF TAP-ORIP'ANCHORS. AS MANUFACTURED BY TRW -FAST CORPORATION (f­3600 ,Ls:Q rOR A SITE SPECIFIC PROLLECt. L.. WHERE THE SITE CONDITIONS DEVIATE FROM THE PLO. A, 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE (b) CONTRACTOR TO 13E RESPONSIBLE FOR THE SELECION. PURCHASE AND INSTALLATION INMUDING LIFE SAFETY OF THIS PRODUCT 1 3/4': 2' FOR FARELVATE FEMALE BASED ON TIES P,Eo. PROMED HE/SHE DOES NOT DEMME FROM THE CONDITIONS OETA;LM ON TM DOCUMENT. 0 AND PANEMALTE PLUS AND 1 1/4- FOR OF TAP-CW ANCHORS, CONSMUCT)ON SAFETY AT SUE IS THE CONTRACTOR'S RESPONSIBILITY. A.2) CAUK-IN & SCUD -SET ANCHORS SHALL BE EMBEDDED 7/8' KID THE POURED CONCRrM No BRIEGMW INTO (c) THUS PRODUCT, EUVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MOWIM STU SHALL BE PERMITTED, 1/4* 0-20 SCREWS USED SHALL BE 1 1/2- LOW WOMUM SHOULD Snx= EXIST, NO I" MINIMUM FOR WALLS WrTH NO STU=. AND MAT BE HEAOEV SCREWS OR ALL THREADED SCREWS W10 HEAD. (d) SITE SPECIFIC PRWECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHMCT WNLCN WILL BECOME TW BUT WITH WING NUTS. ENGINEER OF RIECORD�E THE PRWECT AND WHO WILL BE RESPONME FOR THE PROPER USE OF THE GINCIER _j06%FOR OF RECORD. ACTING AS A DEI.EGATED ENGINEER TO THE A.3) IN CASE PHAT PRECAST SONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD 90ARDS BE FOUND ON THE P.E,O. ENGINEER. SHALL SUSAN 70 INS LATTER THE SITE SPECM DRAWINGS �OR REVIEW. EXISTINC WALL OR FLOOk ANCHORS WALL EIE LONG ENOUGH TO REACH THE MAIN STRVCTARIE BEHIND SUCH PANELS. AW_� SHALL BE AS MENTIONED IN A,I) AND IN A.2). (0) THIS P.E.D. WALL BEAR THE DATE A14D ORIGNALL SIAL AND SIGNATURE OF THE PRMSMONAL ENWNMR OF RECORD THAT PREPARED IT. (a) CDNM2LADQ1 - '� 14. SHUTTER MANUFACTURER'S LASEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STOW !01&/K4MT0TAPCOAI ANCHORS AS MANUFACTURED BY 1. T. k BUILM, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.IL3 OF FLORIDA OUILD94G OWE ONE LABEL - 1/4 " 0 X 7/e CALX-iN ANCHORS. AS MANUFACTURED UY DEWALT INC. (MIN. f'­15oo p-L) SHALL BE EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709;9,2 OF THE - 1 /4 0 X 3/4- SOUO�SET ANCHORS, AS DISTRIBUTED 13Y ALL PONT SCREW, BOUT & SPECALTY CO. FLORIDA 13LPKLLADICNOG COO& (MR ' 1,0-1800 P-L) ----I - 114-10 PANE� FEMALE W AND PAMEL�TF PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION DRAWING SHALL ONLY BE USED TO ;:.. PRODUCTS (MIN. f-2071 p,0,L) '� W 11* # I PERIM IN THE STATE OF FLORIDA I - 1/4 0 OF TAP-ORIP ANCHORS, AS MANUFACTURED BY MU -FAST CORPORATION os� �V� 10k#-"#�/N�/,,,,! . ot .. ;,, *� . ... BA MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELGO PANEILMATES AND CF TAP-GFOP ANCHOR. IWO THE . . \,\G, At-". V.:t FLORIDA BUILDING CODE (ligh Valoofy Hur cone Zone) - 11�. ' SUDCK UNIT SHALL BE 1 1/4'. . ' .1 1-� t � MTM. - 20 OW GALVANIZED STEEL STORM PANEL rmp - * NO. *. I ft 8.2) CALK -IN & SOUD-SET ANCHORS 94ALL BE EMBEDDED 7/11' INTO THE CoNoNvE BLOCK UNIT. NO 41167 I,Kme, -64pir � � = INTO STU= %ML BE PERMITTEOL 1/4- �20 SCREWS USED SHALL BE I 1/2- LONG MINIMUM SHOULD STOCCO II CTION PRODUCTS, U.C. 0/w2w EXIST. AND I' MINIMUM FOR WAU,S WITH NO STUCCO. 1 J., ____ 11LIEC0.11C. "' P'� STAT, <4!!! f �___�, - 04ML ; OF � � . - 5L., 51 � so'. - TILUT W_ I ' ' D ' n3'�. Tur"N'G k I mw Y - ,2� .. ,�o �, .. J - - !.��.t,E w:AFBm ,,�ax­ �. ("H`)M_rN`k I-. -An, 20-176 . e, ". R TIN. , - _ " �V 's, ip - I , - _ CROW *I. , - * "N', SIO I N A n-i STM M - I I.... . 1�1.1w__ I I - I - I "No, I or M I INSTALLATION DETAILS INTO EXISIM POURED FOR REGULAR PANELS(J) & JA CONCRETE QR CONCRETE BLQCK STRUCTURES oomcIm AN:Nm ism sommu: W MCOMCRM ANDOM \\I .-M.- Z) �,______E.D. , M CONCAM ANCHORS, \ = SCHDAXE ON A -,'71 = =Mtm , 4 \74x-g,, _P�_ _Ii SHEETS 8 THROUGH 9- � \ � - \1 _ , I i =_J I - _­ --- �- I - - I_ - � "0- - I , I_ - � - �t, ___ - 1 4 - i W 1 ! ; __(D i ! i I � la 1, I r; i I 1 � I I I I g i "STING POURED - 1 co. 211 I I 1 i CONCIRST OR i , CONCRETE &OCK / -I---- 1W 0 I REQUIRED. I I / i � vr"Mce �, i �fzz t i L I 77777+77T .on- 1 1 j DnTm PouRP LI I ' - ----- — CONCRETE 1 I DONCRM AMCHORS I I !!AQG!m_iv MW I i_4 �, M � T REOUIREM M"M A (SEE samax ON %IEM a neo" 9) a TIMUCH 0) �\q WALL MOUNI COILING AND EMIR MOUNTING SECTION 1 I SCALE 3/e-l- 1 Sam CONCRI REOUIR CEILING AMR 0 MOUNUNG .1. CONCRETE REOUREV. I I � - I - . kv , *, - &9 __ym i "I , I 6 : �$T`A`* 9 I i $2 sIr = I �---m.-T I I I W O.M. =__JL_ I - I I __(3) a - _,_______­___ ___ � - � - I- I t I I 1 - T i ,,, 9 I I I . # _=Vwa � : i � IS i F! �W-�- .1 ;_ i � ;, = -(,V-: I IF i i COWAR i ....... -0 -1 mm RE0LWtED. * a THRMM 9) iHEM 6 IRROWGH 0) _ - - _ BUILD OUT IJOUNTING 2LOIRK-A 90-a 3/6-1, ALIMN&U LIOUNTING ffibn SCALE 3/a-i- I ED. - EDOIE DISTA40E (SEE WAEOULE ON SHEETS 8 & 9) o"11111011", NOTE FOR COMINN&TION . TOP & BOTTOM MOUNTINGS CAN BE �Elk A. COMBINED IN ANY WAY TO SUIT ANY �/"% � 11_.. 0>, INSTALLATION. ....... _ ;11+1 %�Ctkp 1A ,��. * . ... I FLORIDA BUILDING CODE (Nigh Velocity Hu come zone)l J. 44 7 = I * . - � TKnIm - 2D G&GE GALVANIZED STEEL STORM PANEL 10. UMMIN &V__ : :*1 - - OAID — 11LIECO.Ne. GLOBAL PROTECTION PRODUCTS, U.C. 07/X/2m AIX. ..., _ ­ __ - - ...:T I AL TULIT TaFT*K; a iaxv -1 - .. M910rz - . 4M &W. 6W STIED ONAL FL =14 MMM W4)W-7a1A FM D1164>1109-an, 20-176 ­ ITTXSFAA�� __ M. . , ( -10, ok-om?" HIEF �. � (XU,AN:L 1'.. - ...1 2�" IFT91 , I - I - .. .I. - I . 1q 0 :W 10 TILLIr TESTING S ENGINEERING COMPANY WALUR A. TILLIT, M, IIE PRODUCT EYALUATION REPO tilteco@aol.com RT ,L,RLP.V l,k.-NF 4416? C.A. Limle No. 0006719 REPORTNO.- 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTNAMIE: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Producllil 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUAT-19W This is a Product Evaluation Report issued by Walter A. rillit, Jr., P.E. (System ID * 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. IWIDENCE-SUBMIT'TED: 11, PRODUCT EVALUATION DOCUMENT (P,E.D�): Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by rilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,,- dated 0712712020. This drawing is an inte is "" Evaluation Report. R��Vnli,'Q, .,�,�,W­.: ... 1�0,,,,_ 6155 N.W. 36th Street, Suite ID5, Miami� Florida 33166 - Phone: (305) 871 COMPONENTS FOR REGULAR & UFE SAFETY STORM PANELS (SCALE 1/2=1-) I___________,_, _____I5.1W (TOTAL VftUTH)____—__________1 r------------I5.1W MAL WIDT")_____ � r Z ­ ­­12,500" (EFFECtWE WVTH)­--------------j [ � I I 1 I 6,250'--, : �_-- ------...a I/C-_� I I i I . i F_ � , . � , r--1�3p"_ � > r , \ I � - � " I i 1 /\r-1-3SO--, 0036' MIN. THKX &- I I I 'O_ i �U _/ . I ^ , _� " � I --------- �_ - 1�� ,�- \ I- I . I � . - I , , Ir � "' F ' "X� *0 " I :sni.: 1 ��667' O,ow HEM - , / r / . *1 ) QUAt tl I t-(* 2,657* 1 ' G-so my. NMEI� 2. . I M - 1. . . I 0V I . AST 41 .2 ,x ) TYP. \ � - I OANDC W. �T I - jW MAL AJ -1 . I �,RJETAJI A . 48-C `G­W GALV. I _J�Skl. A i 4aff 7 ---------------------------- --------------------------- ___1 , .1. I . 1, . I . - _'. 11_1__________________5_2SO- T ..... 3W (D SJORM PANE 0 END STORM PANEL ZT 2A87— "'�`L,4 , __ _�. FANSS DO LP 1, LA,��_ f_____'__­_7 - -2-1 .in' - - -2D. -125' �-�_, IOG" vw a �� �350 �%f"­20 ;g** __ 1.250' f �_ n., �: - Iil--,- '­ I a W It a uwo�_ SERIES . SERIES - ; _ - �� - V Ss. STUD mmm S % SIM RAIEW 1750'� . - � -, '--+- - .M . - I f I f TO AIOU 0 TO ANQ1 a . 4 �ar I -I 3 , _Jw- I � , I . ­_ 1 17 1 12 1/2- OLD, 12 1/2' O'C' ___', - - I I . , ��, - i , 1� 10.68, "7 - Aocrt '093, - - i I --------+— I 5 ,Dgr .093" : L. 2.060 "360-i , ----I �) i mi I'SGO. ; Z I i i SEE .93V 'Sis. SEE I 11� > I - - I I I i- :10I bq: "T" I 7 5. - . I I . I., 250, ,,, 2,12 [ - - d I NBALME I ; S 375' 1 I "I , - - . a 1, 4 L --'- I , � A. a .37 ­4 I-- I.14. . -1 � i _� i . � A — - -1 �4 i I LI.50QJ � (,v /. i . ; , --- ­.__--­_..__,5 KA­,_______j' -1,500--i I- I,] -- . J In" a I �, /L �3.0- ISOMETRIC VIEW DUAIL A , -11 1_2.000�___�w ---ZOOU* — ROUNOM CORNER 0 04DS OF PANEL'S Rr,t END UP W1 HEMMED EDGE. (-.N -M! Q (�) ANGLE A) ANGLE WITH STUD 4 ANGLE IMITH W U3 Nzly (N.T.S) _kMAM REVERSE STUD F_ - ----I VARAS I- = - ,_� 11/aI4 & -2/14 *,SU44 .374' ,374* __ -- I T I- ,�Wp= EDGE .,g,. .086, . .750" " - - . — � .1 ­ _' I I .1 1 .31' I E -_:�] - . � L____ ar-, , I 0 +11�4'". 304 SERIES I i i . I I -I . F-= � . RIVEM TO � ! 1.4o7*1_, .375' -A 1 .270" 1669, ' ;; .B4 �. ! I ANGLE * 12 1/2* OP- i ! : I ' I _Z__ . � , , -1 ! � � �� z I . 1. I I � . � I . I . " � ! 7P , j 1.063* ; 3�r I , . � ,�� _390' I � I. 1.61 * 'Clt� I., I �500*1 I No- f__1D. 1�� 5� I 01 7D I L _Kr,N��, � � I ; � i I I . . ,7 I VARY PANEL V4RLAP "7, 11 .1-1 IR L._L_._-_7J I - MIN. ,Do' � T I I '1080" __J I L7X*) I .625"0 --2.000—­ � 7.0 00 (�) KEY HOLE WASHER i � -, r--,O6Z' (�) !E' TRAQX ANGLE (R 31e *F* 1119Z (2) FLAT PLATED � D,om- (MIF') . 1--M4' 344'11 '01"It"t VEH STUD I CALVAMNIZEMO SSIM - #Iit ,MR*. q _IL ,& TJL�#. . - - ___ R N% I *1 I _AV, ts- LCM; - I I. .1 W� �4- '"I I.0; �' *' * -N� & : J . , WO.WIS-0 � \Y %` I ..� - � JA . - , A - I . . i " _� I = , No,44167 % I L.- i � .575* = . I I- .* : , � � *: _ * i i 1 ------I 1- �c - * FLORIDA BUILDING CODE (High Velo!Uf Hur Gone Zone), LL==7j_r, O.M. VrImm I .. OF i . `0"3!-�` ; ' � LATED MOVEL NUT �;$% STATE .1 0"20 Tum. itc, FP. 9, 20 GAGE GALVANIZED STEEL STORM PANEL ORINI, I t_ .. __ A251- A,. WING , A 01" Q , , 0 _X - -1 � "'. ;6, '. - L-zow­ 3 * KEY HOLE , w?. - 6, "I, ON PRODUCTSIt I.I.C. W/Eg,= ��, el - r 07/m � Q��., B&NEL "I'D . -1 M48AL PROTECT' . 11LIECO .me. 4WD &W. 51 StREVT Into 4 (1) 2'X7*Xi /4' , — DAAF4 R_ �14 ALTERNATIMY. USE WING Mir */OUT I / &F- RWW- (M4)MQ­7SVL FIM DISA)MIS-8797 20-176 ALUMINUM ANGLE MoRoutm WASHER W/ ADDITIONAL 1ro-W-11.111" , _MrAt�= . 7/8'00/32' WASHER (STAINUM &Z�06�li ft.! — ! - 1­1 — I UMMING,ft . STEEL OR NICKEL PLATED STOW, - __ JE SCM./sIGNINIURE/11M - E FT-9 , - - - . 1 1 = se"I Wn - ____ - . - CONCAM ANCHORS _ 11", scr." wt 11 i i `URO ... li) 1 �2_P`4`­ CONCRETE BLOCK i 9 REQUIRED, 1 - I 1=4=_ � ­1 ­­_ - ­­ .. ...... 5 ._�,. IUL " At SIDI, A a 9 = :,-_7-_- - ---- i --- I 1-1. WMDM " F� MR �4_ _�ik.-_- - --F. I 1 -0 g i I I I I . — EXIST= POURED ; ODNORM OR - CONOM BILM REO� )Rqt� X4 OF AP-QW , , CONOM ANCRI= .— - I" --(4 IVXJU�s ON ',/�, . , � M.111r."...= 0) , 'T _ I* 0) WAk JIN11f ff&llata 5 & AQ " !9 �11 11 5 _ SCALE 3/8. 1 - /-V,E,,O',O"NG * NEW I- WIDE 1,(aL, � L�­ I , . EWTING STUCCO/ T,.,VAF0ES'. THICK ALUK BE OR . . , ­ ___ PJ, WOOD PLATE SPACER �� / /--WOOD a -no _* � . I i _(D � / z- NEW I - WOE . VARIES . I/O- AUAL TUBE OR I" . VAFHES 1. I I . i i -74 P T WOOD KATE SPAM If rhb�aio TRACK )?.! �� � i i CONCRETE ANCHORS � � .1% I (SEE SCHEMILE Off ­71 - I I I a THROUGH 93 I , .UmCK C.d. � ! C _] __ C_ r � - EXISTING � swrIt uwIIi a e. OR 2 w. M_�F 1 I MOL SPACER WD(Mt TO BE BLOCK EMeL M oft� - 31 . X1111. TRV" HIN,I,T. SECTION X-X MAIL EQR SPACEU M JUMS ADJACIEW SGAU 3/a.1- REOUIRE AI 10 OR 5N=/w0QQ BANOS - 11 --- I ;a A A DO CLOSAM QUAU EX INMAMON IN 2000 MWE QX= RM OR WOOD 4- -1 VAUD FOR WMA WE WM AND E-Z RM SM ML MM , I I- M__1 I -1 TTu;..-,, . QW ! � 11� 0 - r- .9 __�_fE�/4, AN,. =4 W_ -_-I W, m, _. 11 - I ---I - I � - i -WO-1 =:0- i i � \ , -.11.4 3 ; ! � I ii!� L­M-a I I T mi . i (D I I I " Al--i- -I-- --I � vAp I . 1. 011-, I. i r- - L rl � I .-,.& ,W . _!I, � i ____ - , I I I �r _� I __�D 9 ; �_ I� - I I I CAMVM) TW ­ . rw:rj , - -----I--.-,-,i /_ - - � .- ­­­ ­ i I'Ir Qffia"N) ia ,- ,,, I w, . ; 2 IA - r.ff - I w M.. M. W ", i — I I � $1, - N`_ I — - . 1r.2 I w, -.I 1 --Of , ".e a).W,� '. I iy ­.� I - — I I r. e. - ,/1 - wi_ -I f - . � � i --.-- 1� -0 1"/2 al � I 1_11 0 � t � w I _� ===5F� i :1 '/.- " ! I - i I I — � �� I : ,, i I ; ""Eh6w CASE 0 Il I ih;� __ __J SCALE ,I/LII- , . io- 15 414- - =V � = —., F mi, , � A .= 1 1 11�1_._ I I �, 1 .— I i 41a, - S11-1 - - - - I ­ I ; . Ul pm ! - - I i SCALE 3/8.1. ­00. � MAP 1WVG`W`_ -<D , 0_0 I P0.4 we" I * Is LTR.A%�. C.0, - EDGE DIFIANCE � - (SEE SCHEDULE ON I I we � �1� CAS SHEETS 8 & 91 � ,�&� I � , I I ITFOR & 801TOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY CASE E � INSTALLATION. I SCALE 3/1 BUILDING CODE PRODUC I'EVALLEALTION RFXQP_T NO, 20-0717.07 2 2.2� TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared byAmedr,an Testing Lab 4 South Florida, Report# 0814.01 -01 dated 03111102 witnessed by William R. Mehner, P,E., Boriz Moroz, P.E. and Henry Hattem, P,E, and Report No. 0219.01-09, dated February 25, 2009, signed and seated by Edmunclo Largaespeda, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 16091 .2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-110. dated November 23, 2010, signed and sealed by Julio E, Gonzalez, P.E. Tensile test report No. 9CM-198 by 00 Metallurgical, Inc., dated March 13,2069, signed and sealed by Frank Grate, P-E, as per ASTM E-B and Tensile Test as per OC Metallurgical Report No. I OIKII 318, dated December 1, 201 0 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUC71JRAL ENGINEERING CA!& LATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. destin wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 11604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/1 8/1 0 and 08127113 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E, 3. MISSILE IMPACT RESIST&INCE.-, Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99,91andard and TAS 201. 4. WIND LOADS RESISTANCE, 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, I 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. D.M..r-'1'_",'+ W `i,2) �v - C4��.(�),@, D.M..&@.(�).+ 04)�&@- I/,.. M". GAP PRODUCT EVA1A1A11I1XJRXFQRLNDLJQ-V= 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 6, 12 thru 18 of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6,13,14,15,16 and I 8 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6. MATSRIAUQ��� �S PEC F�TIQ� . Shall be strIcUy in accordance with General Notes and Components indicated on sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D,), drawing No. 20-175. Anchor specifications shall be as indicated on sheet I of 1 8, of Product EvaluaUon Docurrient (P.E.D.), drawing No. 20-175. 7. L MITATIONS AND CONDITIONS OF USE: 7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by TIfteco, Inc. and signed and sealed by Walter A. TIllit, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 441167), President of Tifteico, Inc. (Florida CA-0006719). �,I,I,%4104100111$004 el�o A - r/4 eN, % _ ,.­�,�.,. ;� g �*­."., � - , , �y E �?*.. C -, �� \ . CD . - .. - -_ *��_7 I - � _/ i4-4�_,) * : * Z= -71, k __ , - I " � WATLLL ' D:�TIL7ECOADMONRECORE)S�P,E.REPORT.2GkGLQI�ALP4"o�i,a .L .. ZAG ,�liIN E )72742 , ,E§3 . ,I 43ALVANVED S7EEL 87ORM PANEL � DRWG # 20-175 � REPORT# 204 ��.%. onl� " , " ,� r�.... . ,,,,, S, ...'.." 41 ONAL 0 114111$111100 . 2/4, 3/4, 4/4. 5/5, 7/5, 0. 2W/10, SW/10, 4W/10, * 6/5 0, 6 CHOIM- FOR CONCRETE SIX SCHEDULE ON SHEETS 8, & 9___ --_-r3^ VAX FOR WOOD SEE SECTIONS ON SHEETS 10 & I I I' MIN, — 0 / /' ID 6 - - - I I i! — I i 1, iDE P) S - VV? 1,F4__ i6x I - --- AS I/ , 5_11'. t W/ 7/9' . 3/32' 1 /' I . IS I jr I I I I � IT-1- ] WING WITS 0 EA, OVERLAP . I � .� I I I I (SEENSECTIONS AS APPLICABLE) MAX I ' wk ­r 1 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, L#�1W/110, 2W/10, 3W/10, 4W/10, -3 � 1: I" mw'__.� � [_� I 5W/1% SW/1111 & 7W/11 r o/5 I ANCHORS; FOR CONCRETE SEE SCHEDUUE ON SHEETS 8 & Q_______ I FOR WOOD SEE SECTORS ON SNEM 10 & I I d)& Q ELEVATION NJ.S. 1/4' W�. GAP 2.67, ("N. OVERLAP -1 W1QF VALUE4 _-IF : ; No 44167 * . � I * ,- _____ _ - - I I - , INSTALLAT119N QUAILS FOR REGULAH PANELS(I & 0 INTO EXIS � -TING POUREQ QQNCRETE OR CONCRETE BLOCK SIRUCTURES _MURED CONCRETE _� r___NURED CONCRETE OR CONCRETE BLOCK � OR .11-� 1 CoNCREn BLOCK I RMOUIRED . REOUM 7 REQUIRED CONCRETE ANCHORS T . i 1 CONCRM APPIM i ;a SCIIIEDUUE ON __W-="T I HM 2) : I I I "GET 0) LE ON k SHEET 9) � . � ; I � � -\ ,\4-----..I—.. I ; � 1 1 ___1 I � __7_1 � I . � t -1 . -i ; i I \V" i I \,\ i , I _r AFT-1 I E i t �� i I I _,� V I ,a I- wo" W M ; , gi L — L.- § tL_____­1_1.11__­ � 1-____ . 41 I i, �- --.- '" , , I I=.�, I -I i i=k� � ; . I I lovow L___ 1 Eg � I------ ! ! :"q ! �= i ! ! i L, I I I : WX OF V __1.1, 11 .. , I.. I ". ; " . - .1 I I 1 L I � : ---a MAX z 'le.v=J, � I ,,, I : � ,- nar I I � , I - � L I " r2,-1 ow 0 al TIP � I R I i k7 ` I, A . ..... L_ 1 1 44: i I �, i i __14 , I ; 05111, L L-= mcwft sTAaam : I!= SCHEMr ON i SHEEr 9) i � L__;8i� OR 8LGGX REOUIRED SCALE 3/8-1- � 2! I W 50% OF V MAX � /4* S.S. SOLT 3r WING NUT D.C. - 0-1 __ VITror I -J, � �� . F_D� - EDGE DISIMCE = MR COMBINATION OF SECTIONS: I (SEE SCHEDULE ON TOP & BOTTOM MOUNT[NOS CAN BE SHEET 9) COM13INED IN ANY WAY TO SUIT AKY INSTALLATION. : I I . : : I- . � 1: , ; " : 1 1 1 ! I - : I I " 10 ; ! Ong ; � : " : I I : � I i � i ?,")/!$o : , 'A"I � , �� _�v , I - I I I _< ! 1 ; ! i � I I - I L z � ; # I L I I � - _ � � L_ CONCRETE AN04M (sm semnau OR .NM S, )NCRM 00 iii A 9 I A V ;1 I .4 � I%=. M. 20 GAGE GALVANIZED STEEL STORM PANEL FP 8'. __ —CO.. 07/20/mmill) GLOBAL PROTECTION PRODUCTS, LLC. ,� LIE - � 4W "I 5 SfRW OWC AL. 33314 r4a, CRO"MiRm COMPANY 20-176 M � 000oIL I - D­ - � � ­-, r,W. I _ WHDMWA_nHLIA nIIK te$4Xfte­Bni7 � ft: DW~ nl — i - -.i _�� �t , 1 - . - - P91 ' it ' - 51017 3 ff n LTER A. U.UT &., P, kl_ # 44167 _ANCHORS: FOR CONCRETE SEE SCHEWLE ON SHEET 0 --- FOR woo SEE SECTIONS ON SHEET i2 .,.7 r Mo.. 2.6r u� I' t&, Wift. MEW -1 WHOLE WILLEY) 11110,12 I' MIM., - - I : I - DJM. .1.7 r*% ."ft _1 I L I WAK fi , � - - - I II L I . i . � � I , , � i L I I' � ,I � I ; � i I 1; � I i � L : ;! L. 1, .. W/ I I 1 1 1 i I � � i I i-1 I I 1 � � - 1 1 , , � I - I 1 i , 1 � MA 0 1 � i I -_ 6 I , I 111XI. r, I """ �H f ----I .1 i � I - --M- I ! i ! L , !,lil ! --- t 2 I 1 � H - 1 1 W I 4). 9 � � 1 1�1_1 , � I i 11 I � _L, I I � ! ! , � j� � 1, " I . � f i . I I � I I I � ! � I � I I I I � ! L I I , I i 11, ! f 1 1 1 1 . w L - � i " - � r 1-1 I I j,.a " i ­ _'­­1 I- . ­1 5OX . 7 -, .11, - 1- 1.1_L ,I - __ - I - P I F, -i _­ ­1 __11 �r -- ­., .:,--] I --- -11 ­- ____1­._I_­1 -1 � of IV I � � , , I I I 7 , ; : I I I � � � j i t i Z 1 1 1 . , ; , � � � � 1 , , I - � i � I � I � : i L I � I I i I i I I I ; � � i I : � � i I 1 , I i i? .; 1 � � I 47, - I , I ! � � � . t i 9 ,� � , : I I n I I , � i 1 1 , 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 L I . : , � I ; ; i I I I I I i I . i 1 1 , I I I I . I I 1 , i I i i I � d . ; � � i - . i I i : I � I L I , 1 :, . I I I , I ; I ; I I ; i a .j 1 I w#V 3-a- - .- - - -.--",) I I - �,-�... L &M-4 - 6 I" Mi'-L �. � : *.".."14 Ic � I' �, I kX i �____ANCHKM: FOR CONCRETE SEE SCHEDULE ON SHEET 9 __� P I FOR WOOD SEE SECT04 ON SHEET 12 : � I . I ! � REGULAR STORM PANE :1 ELEVATION 1 ; A2 . SCALE 3�/3 'iP & a � � I � 1 1/4' MAX. GAP I � 2167, L-A - (MR OVERLAP -1 MW UMIM — - - — _. __ - � 1/4-.tl 1- - - --..,- �4 SE9M �;�R,a -4--i (3) a) c- C/) -0 —Cu > o a) -g- _1i._J _,.� L) =3 a) L_ a) (L) L_ CL CL = 0 -a 0 L_ = .- 0') M -1--i L) -0 (1) -0., 0- U) - a) := = (1) =3 -0 M 0 -M -0 -= U) -0 c: 0 C= 2 CDL -2 = 0 ,a) 3: CU = 0 .0 -4.- CU E: ,,- 0 CU > .C/) . Cn -0 a) U) E I- a) -P.-O 03 "O 0�. C- 11-- M _0 ,20 .c W U) CD_ < t 4 Z Z W mi -1-41 I == C_J$1 10 ca a) _- > I, - = 10 - C) Q= C'J 6- " C?) C43 C�_ I, C�. : - N ,,-I 'X =D 4 M !A- a. -0 � �_ C7 __' - � Ir-- cl� 6 C --i -.1 � () ­\, �1,� ­ 1�,L - I .1, -;) - � , � '.1") �, ,� , -i_ - , I - -- � I - -- C: I . , , _: 'J � -� -< L - �, ,- cr , -5 � �: -v � 1___1 1� I <�A� � I Z�� _. -1� _L ' �� ,. , ,_ L. - W C J a) 7: in ,Mt - - � 'I, � ( / . _- I , I., & r I f-1- 0: k-d 5 ,�" - - -0 � - - C: C � = . - I . "11_> � co Lr,- EL- L_ 0 0 LU V1_ C/) _i.., L. a) (1) a) = -+aaaa +_J U) =3 M > 0 L_ U) CDL CDL < a) _+_J L) = =3 ­0 CIO 0 OL - 0 a) L. Cl) L. =3 LLI 2 < Z �_r < _J 0- I SHEET NO. SH 1.0. 1 -------7-Fi,-T,ii,,-Iilli�i,iiiii, I-; ­ '. I I ILI I 1� I i III;] I I I J 1--l-T-i-W-..-Fl.ifi-lt',-T-;-I-�T-1 __7,J --------- T_,___h__T__d_d_7_T —Li, 1 sm 1. � . . . SIM 4 WALL AND ELOOR MOUNTINQ INSIAWTIQN, FQR "CE .c1d1w" w MIT PANELS 1.4 F og�' T iklam 01/4. TAU Kill WARAP & I . . .... ..... . . . . . . .... EDGE OF Ma C IF GROOT 4 fir 41 mm l'y SCAM 1/4 10- V11w, 'r �( �Af 17 Off a 11, IML OAK"" 11011.1alm !;l!mmLH_p No. MULLION SPAN (R) TUSE MULL04 - 4 v-s- 2* . 3. 118' I ,am 1 0 9) �wg&-..WL > 4,-r To W-fv 2" 4* . 1,19" Pt - > S'Ar To r_Iw ir-10, TO s'-w r 6'. I/e PRESSUPEPAING 0 72 onLYw alUkILUM A SCALE 3/8-l' NOTE WUUJON CAN AM K AgIALL%n/O STORM PAN" ON TOP OR BOTTOM SO IXAT IT = AT TOP -- -- (ONE PAta OPENM W/ WK TOP & somw AK-M��Soft= .Nw wxuo- me, - Cox BULuiP, scavAso-4- 1w RIO-=M PANEL OVA= SCALE I/r I' 2 I 9&LAIIQN DENU FOR REGULAR INIQ EXISTING WOOD STR!ICTURE5 EANELS(I T, 0' ..X=A/ 17, _0J sm OPKIP" '41%.Kow V awm& WALL 92UN11 RWA"MON L - ALTEUMM SW BUILD== Moom IMAUAM - ALURIAMEAW "%'"a WAZ� Ile - I- f1clum At FLOOR m9mme WALL ELOOR MOUNTIH WALL MOUNTI INSMAM - ALTERNATnot Aw INSTALLATIONS - AMNAXIVE tSECOON AT TOP IS LIMITED TO +55,5-67,0 MAX SCALk 1/4' - I* DEWN PR�ESU5 PATBRO) Soul: 1I. X. T14 11151WAAM - sum SCALE 1/4* - I' 1. INSTALLATIONS ME QNR_Y VAUD FOR BUILDINGS WITH A.S.D. DESIGN TO LOADS ......... UP +5&5� -72.0 P PAN.!E�S � GTHDIXP To FLORIDA IML01140 CODE quh vatu HU ne Zone), C:,s4,,AND UCTION 2. FOR NEW WOOD FRAME D MEM tS TO BE SOUTHERN PINE NO� 2� W/ SPECIFIC MNS" OF 0,55 OR EQUAL. W 4167 S 20 GAGE GALVANIZED STEEL STORM PANEL PA. DRAW Sri,. TOP & BOTTOM MOUNTINGS CAN BE GLOBAL PROTECTION PRODUCTS, UC 'WF- /TIIL-ECO so, 51 IFIRMIT COMBINED 114 ANY WAY TO SUIT ANY i," . agUenik - U44XIIO-� 20-176 INSTALLATION. mb� U-1 WOW N� SURE� MBNG AND C9RftE3P_QNQ1RQ mamum EMEL LOOM ft"m ONLY I'm ACN4 AS PER SECDONS I IHRU 10. ON SHEEFS 4� 5 A, 6) "A AS." Er Ir aM -7- 'e-V " U= vir WiNgIm I nious -f - ---I- '?'-o"TO W-e m- 23/4. UNNOM .55A -MO V-e To M- 2 112' loop 6 .4U, -4&0 12"-e OR LESS 3 sir ,DL ow.mi- t 'o'0 - SOLVED eABNOT 0 WOW & www" W pma- MAXIM A.&D. DEUGH PSEMURE UnHO (a-m-fm) AND MHEMON902 ULM SIQRM PANW CI) A I& MAXIMUM ANQUOR 01MUATIM WICIIINLY FOR PANUSO& 0 0WALLAIIINIOS AS PER SWAINIS I TWO 7, ON SHMS 4 & 5) IOUAAM VKHORS VA&M FOR F.D. .3 llr MIIN WOW of 'AR-Olip mx-w nwE 0 1 MOMAN pm4a '6- TO . TO ANY CMWMT4N uviani v (Iv) TO COMICREWE CONCRETE to CONCKX CONCRETE OF TAM I TO C04AM 0ONCRm 0==- ILOOK SIM I'AA A /A V N/A e- 00 1 Clap) NIAL NVA fr N/A -WA w N/A om N/A J:� WA NIA r NAX '/. v /A Soino, �553' -72.0 r "A 9/4 _2� /4 N1 4 3 A 4 NP) I'-&' OR LESS OR LESS 4. �__l N/A 1;1*1_�-111 67 N/A 1. NA 7 Dam a 1/4* a I/* - WE "ITS 10 At I MR Vam Tom At SRACM fok mmovulois INTO saw mom sguim 0"" mom W%"Aig Am mosim DDOE INSIANCE ARE wwo ON " W"AL fift CO. U34; % "U"m -4 WHEOU0, ='&'vp"'- SEA. sm" " Scama ' It 1`0140INNO fACTIVIE FM " ED WAOM OW-MM USBC; F*:m MALL NOT BE LISS TW MMMM SA11CONI INDIMalb FOR t" ANOKA t1ft AT ANDHONS UXLEND, ANCHOR Tft Al AND" sloaft 0-1) 3 3 2,12 3 ANN"'Ai (K) 3 1 N" 1 3'/A Z OW-1. "'N* DEL E. So FLORIDA BUILDING CODE (High jot!!!f y Hu L_ cane Zan*) No. 167 _*cJ ANIX TOM 44 _A� t 20 GAGE GALVANIZED STEEL STORM PANEL a ova 0, S, s OF(�' �.'i �s 11LIECOmic. GLOBAL PROTECtION PRwwm, LLC. 1,10g, % OWIL. n. PNO10 (04)MM-Mid FM (04"� !A 1P w=.wir �4 .7 jkVI mom-ININ-Immom 1/4 w Um BRASS "04FIVI INSIALLABON WAILS EQR REQU (1) 1/4�_W� " 0 a I/r ". C4 PANEL LOWNS VP To a. -W AND 5 t/4* OX, INIQ EXISTING . MOO STRUOURE5 "r 0. C. wm I :Ve, ir-V IAN, D* M` W Sft-ft / _71, !nr�'Fl* Am ki t ALIM% I ALUSNAM-M _L_Jj WALL 3/8-1* SM SCHEDULE scilmout ON spim a WN, SEPANicm TO awls. SIPARK004 To OLASS. I 0,2 Ear- EQ L OQ L V4, LOL I A/w LOW skoss susmo, 0 1/41 O_� i 1 D Ima wOxmis Lop To �0' Mo 6 FOR 5 V\ 114, me, FOR Um" 10 To sr-e m- oo 014-10 PARRAWE MWE 0 OR 17't 2W KM I 0 Mom OF PLATIL mxw�% Aw AW Almw SCALE A/D.1, AU. LESOTHO UP TO N-ir M_ DIRECT MQ &,AM Im 0 1% INSTALLATION rON091WT1QNS5T'AWW0H0D NOTE SHUFTEIZ TR4Cn 911 LWAMNS NUT SNOVIN FOR C . LARITY ALTMAM 'A". 2N SOkE 3/8*1- 0alliffoaq p,. Tftj;;"� 1, NSTA44AMNS ARE ONLY VAUJO FOR BUILDINGS VOTH AS,D, DMN LOADS �5v ""EX FLORIDA UP TO +S!5,5, -72.0 PSF AND FANWS LENGTH UP TO 2� FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHER14 PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL gv.-e'�rj Cam I"m 041 BUILDING CODE (High Velocity NO 20 "GE GALVANIZED STEEL STORIA PANEL Cane Zan*) F.P. /'_Tj GLOBAL PROTECTION PRODUCTS, 11C. X RL V10't �0 4W 6t BRIM AM, TOP & BOTTOM MOUNTMOS fm COMBINED IN ANY WAY TO SUIT ANY , Wi* �m 41. n� 33314 R-OND VAX (010000-4717 20-176 DKI.M iNSTALLAVON. CA -COW 0 I I I I .' owl, wa (VAUD ONLY FOR AS PER BE"" 1 THRU 10. ON SHEETS 4. 5 & 6) Now wxwu mom Spxxom FOR Em - 3 I/r - &S& OEM TAPCON OF -Tm-cw mx_A 1 PMELAXIE MIALL 10 1 PAWLAIARE PLUS S" %r AFFI-rQu To SM101% # A WAXIMOM PANEL PRESSURE RA71W. To TO ODWIRM tomoom Bum TO CONCASTE 10 CaRigom sU)Cx 1" TO 0ow" CONCRETE I &= AD OONCWTE 70 CONCRM BLOCK TO CONCRETE TO CONCAM OEM 70 CONCRETE TO CONCRETE SOON ANY =4101601014 OF INGLA Loom v (ft.) 1. N/A N/A N/A 1. N/A 6. N/A 6' N/A N/A N/A 1 (w) /A /7 6 6* /A NIA (SOTTOM) 6. N/A N/A N/A N/A 6" N/A NIA N/A NA 2 (TOP) N/A N/A NIA 1. N/A 1. N/A N/A N/A NIA 2 (SOITOM) k5b.s. -1ZO N/A WA N/A 1. N/A N/A 1. N/A N/A NIA 3 Ai 4 (TOP) TO 8�8" OR LESS 'V N/A NIA s' fi* 6* r Ir N/A N/A 3 iBQTTQ-) N/A 6- N/A v N/A N/A N/A 7 (w) A- N/A �!/A N/A 1. 1. 1. a, N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2- 61/4- 121/2- 6 1/4- 6 1/4- 6 1/4� 61/4- a t/e N/A N/A 5 mp/80TMM) +50,0, -W.31 N/A I N/A 12 1/2- 8 1/4' 12 1/2- 6 1/4- 6 1/4- 6 1/4' 6 1/4� 6 111V N/A N/A 6 (TOP/BOFFQM) 8--8' To 11'-27 +554, -72,0 N/A N/A 0 Ile N/A r 1/4- N/A 8 1/+- 6 1/4- 6 1/4- 6 1/+- N/A N/A 6 (TOP/gOTMM) >V-8­10 11'-2' /A N/A NIA 14/A 6 1/4, 6 1/4* 8 1/4' 6 1/4' B, S. 11) (TOP) +43A. -48.0 6. 4' N/A _.!/A , NIA N/A N41A N/A W/A 1. 1. 1 8 1 6 1/4 1 8 1:80TT I ON) OR LESS - 4' N/A±N/A N/A N/A 1 1. 61 a 1/-V 8 1/4- (BOTT-) IV-4' OR LESS NIA t .1,, 0 A /A N/A N/A 14/A, 6 1/4' 1 6 1/4' 1 ve _To isorTOM) I Box %=10, t I AND 12 FOR ANCHORS TYPE A SPACING FOR IRSTALLATOIS INTO WOOD FMW INALIANO. NO "MOM SPACINIOS P& MININUM 00" 015100" ARE INDICATED ON INS SC"MM FOR ED, LESS 10" WOCATEc 09 SCHEDULE REDUCE ANCHOR SPACINO BY WATKVO4 SPAOM 514001 a?J SOFIRDULE By IM FOUNAVIO FACTORS. MR THIS OPMVIN TO BE POSSIBLE, REDUCED SPACING OOTM40 USM FACTOR SHALL NOT RE UDISINAk IOMMUM SPACIND MOM FOR EACH ANCHOR TYPE AT ANCHORS LEGIND, ANXIIIIIII, Tom ANCROR VACRIO 0.) IC-.% No a 3 3 3 1/2 fzZ�-" -3 3,/2 31/2 4 3 AWK m am a F A-C T 0 It 2-'tr r Ek E.- ::_-g 1/1 114 LWIN DEMLS EQR HOW PANW(l A 0 INTO EXMNG AG012 s T71 -7-fl-77 1' _44-10 pom'"'m PLUS PLUS PANELMANE FLug 1& ON, "WILD peww"ON'To POIETFAVOR TO f IASITNC eOOO +WM Dmw wom HEADER CR OUM rim sw 0 VAW 4- WOOD REAM RIMUROO 'j Sm t:CIPUIX ON SEE satv4z ON aw FOR A" FOR No. SEPAMTON mft� pm�l WICIN M.. FANEI_'UENaTR U., PMEL losm ME Noff (SEX NOTE 1) l/4-0­=$' S& (SEE NOTE 1) Son or v OF 'L' OF i MAX kw Kill a Ile ac. ED 0 12 1/27 MQ I 1/4 RCV4 XDC_!SA9 2`0' WOOD ?M 4- 10 PANUMATE KL$ REQUIRED PO4CMTQN AT I WOWIDIN OF PLATE 0 a 11w 0" 1 7T I - t L" 1 A SORENS Mo WM Cir PLATE N 1" L STAOGM W/ RATION AT Of PLATE MIUMM ALUmmm Im W= to WAUATJON DIRECT MOUNT IF INSTALLATION VALE 3/0-1, Akiflikiffn IN SEA, SCALE 3/8-1* NMI; 1, 0WALLATIONS FOR ALTERNATINIES, SIN, 9W & IOW ONLY VAU0 FOR 'itittiNhowbo BUILDINGS WrAi XS4, DESIGN LOADS UP 10 +43,8. -48,0 p.s.f. AND PANWS LENGTH UP TO 12'-4' 2, FOR NEW MOD FRWIE CONSTRUCTIOW. WOOD MEMBERS TO BE SOUTHERN P114E NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL� FLORIDA BUILDING CODE (High Velocity Hu no Zone) 41 0020 x1mm S" 0 OF 900 20 GAGE GALVANIZED STEEL STORM PANEL DRAW m 'Top III, barm M MOUNTIRM CAN BE GLOBAL PROT am COMBINED IN ANY WAY TO SUIT ANY ECTION PRODUCM I.I.C. IL ECOme. INSTALLATION, 40M gX 51 STREU 20-176 H or So C/) Q > 0 (D (3) CL CL 0 0 CU -0 (D-0 0 0 -0 -= ja c 0 2 C 0 a) 0 0 U_ 0 > Ln Cn !E (n CU 0 cu U) ca. z z w mi C.j cl I`- C) -I X (.0 a j"_4_ LL iper C: z., ku _LJ 0 0 Lij CONCRETE MCHORS CONCRIX AKKOS mvwm go, "C"E"A" ON SHELF 14.1 M SCHEDULE ON (SEE ON sc"m sa BMW" am SHUT is Al TE ALTERNATE @ U, 15 UXATm _ INS i TAILS FOR OPTION j I EQ8 LIFE SAFETY 4/4 2 & 1W/15 END 'IT MRM EANEL SYSTEM MEET 14) A 2/A. 24/A V4 OR 1w/ AT fNP PARCEL POURED _j F07 I'-D' 1/r� REW STUDS 0 EVERY INIQ EXISM.ANNO MUMM ovew POLMED CONORM sco Ali I f T- Cn S� 0 STUDS 0VEJRUiiP i k I T TT T 'i IFOR TMN FOR ULS14:1to!" PAK;J rot SEE SCHEDULE 0* scHOULE om� I T TF1 a) To %Am 17,111 I J Cf) MOO 0 1 I/r cc. E:r- OR 1 10 IT F '.=EL' I PANEL 1 4 � L 0 ul�� 1/,v QL A/ MR M� I/w S OR wmqw PANEL 4W , Li 09T. 21'. ANOKA co OR DIRECT MOUNT SPACM SPACINO. DUML I : WALL MQUONG IMAUAIN fAITU"OU TQ SCHEDULE 1) DEWL 2 iJIMMUNING INSTALLATIN (AlTuGAILE IQ MEW" 0 CoADAMIE LOCAT" SCAtz. 3/16' - I' 191 ALT-ERNAIIYE I ALTERNAINE 2 POURM MAXIMUM-A.&I-mgN EREMURE RAJINra AND MMIMUM A.S.R. DESM PRESSM RATING Oaadj_ AND 2MESENDIN OCR CWKK�RM GORSUPONOINQ MAXIMUM ANCHO VAQ1 i Ca) EQR MMMUM PANEL LENGIB "L!* SCHER= e :V4I 21/4 3/4 OR 4/4 1, 2, & I! W/1 5 1, & 1W/15 INTAUATM INTQ =8 HCREM MCK STRUMRU 09 LIFE SAFETY PANEL L-- ALTERNATE U50ATION AM W/No LIFE SWETY PANELS 7 _6­0 1 LOCATON OF UPE (SEE WTE ISELOW) I... REOULM PANELS'#/ WETY PANEL k"MUM xsa +&LP -�mb r-r- Weal OF UP-W mit-IN PAUNAM Paw v BE Ir F­ i 111, 0 ;kAIPUCASIX TO To OLAS& W/o REGULAR TWXS (SEE DOW mm" f MKVMUV PAKL ODWC mi PRESSURE To 1 10 To cowwm 1w c UWM v 41t) Ux Im P.TO 11=1151 1 1.0 ir TO To SEX SHEET` is FOR AROIXAS m A, WADING, A* ffiftuAr" "m wm no" OULOW mmmx pw1a RAT" (04.0 co"O" ca"C'm CONCRETE co"C"I.Ox. 13F TWA (sm F11411MIZ110111, SAW 14) POLOND CQNCRETE AM�12&rCIIDED W NSTALLAPI ON I MPOAM "IM IPACONgo AKI MMUM 0% 0"WeX AM INO"'M* Oft 7MS E9 0pj1QN_ &I EQR UEE W Ca. U:m o" INDICATED ON smew t" Of ANAwTOL"NO SPACING N/A N/A N/A MIA I & 2 PP) RZOMM to 96ZMED on FZMM FROM INSDE +55,0.-72.0 1 (BOTTOM) a, ON LESS SIONN ON SCNEDUUZ IN THE MILONM FACTORS, A!M THIS ~ON 10 So PMBU� SCHEDULE ON EANELD & (1A OF 0' RMICID SPA0100 MANIED LAND! FACIOR SNALL NOT INE LESS THAN MMWLW SPACINO I - 61 /A N/A N/A N/A N/A I & 2 ITOP) WAM nA LACK ""M VK Xr ANCHORBI LOO1740, sioeff 14) ELEVATION .55.0 -72A W-01 � - 'j, I 1 0 WALL MOUOKLIKUWAIM NAU-A& AWAUAIM SCALE 3/32--t- TO Ile. 1/4'. 7 1/2* A10='hW -WA&W 111r.- -7Z- � 2j'v4"I CAIX-01 =-ROQN-1 Sciiwr_� SECTION SCALE: JIV 1' /4* 0' -'WIA N/A N11 N/A M44 !I/A S* N"A CAP CAP +55�0 -7,24 A- U. Me" WAM 0.) 3 3 z s 1/2 CIO Q_ 4 NCv4-\'=z 3 3 3 U =0 L__41 -3 a- -3 1/2 31/1 4 11 8 O.L OFT AS M INITRM I I, LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) I, ALURNABA 3 AMEMADVE 4 a) PANEL LOCATION IN SEWU END P PSMIL Amw fm mmoomo k.4. LIFE SAFM PANELS NOT RE INSTALLED ADMCENT TO R,=),PANrLg Il, LAG $in" 0 W, W/ 1 1/2� (W1 OR W/O REOULAR TRACn) ViNc TOP OF A" Ceit I ONO 6 r Mh r" TOP OF AROO APPUW "N"MA"a" ALTEkNATIME WDOD FRAME MIDIMNS A ANCHOR LQMON Cl) SE L'i To mr Fp=' CU ktWMUM PANEL PANQuAlt Immu: a OR PANEL CONSISTS OF M039 - GALVMIZED STEEL STORM PANEL AS TAPCON WX_W PUX 0 cot. PER StEET 2 OF DRAWWG� SCALE 3/32- 1' kNy CD RINATNTI, UNOTH 'L' 00 PENCTRAPON To To agia. vr - I- mm 44-3.) OlDimm i-4 fn MAJOINUM A.= va 4 isnig 0 Aw W. Flow THE ITSELF TO BE REMOVED OR RIVALLED FROM THE *MDE OF SECTIN 8-6 DESIGN ED Or 2mgm- Sam '0!m For 1 SWAM Tw� "a SmOV4 FOR CLwrf STRUCTURE. 1 0- +49,2 -81�5 "0007F 4 1/2' 4 __L(BOTTOM) r-S' OR LESS Ely BACK TO BE COMPONENT (2) BOTTOM TMK TO 4 WALL MQUIATIN AUADON LIFE W +524-66,0 3' OR UMS BE COMPONilm Sz;Of THIS ORWING 3' 4' 2 (BOTTOM) 7� 6 y I . ........... . 10, ........ w OR US$ A-LIEWDYE 1 COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLOMINIG SECPOKS 1 a -7 2 NO.44167 2 ON THIS SHM, AS WELL AS DETAILS I A, 2 ON SHEET 14. +55�0 Zo if .1 EN 2 N/A N/A 2 (BOTTOM) ** +gs '0 -72, 0 FLORIDA BUILDING CODE fy Hu Do" Zone)] 4� Wh LENGTH FOR FLORIDA BUILDING CODE (Nt h Velocity Ru cone Zone) W FLORIDA SUILDING CODE (High Vol"Ify Hurricane Zone) iom IXTWO, m M A AT 8070M IS OM "m UTwB1 INC. ti/A N/A 2 (BOTTOM) < Mo.. 00OHOR SPACINS N ON 1+55'. -7201 COW TOM #r- 20 GAGE GALVANIZED STEEL SIM PAWL 20 WE GALVANIZED STEEL STORM PAWL SCHEDULES "2 MT 14. 20 WE GALVANIZED SIM STORM PANEL DRANN or, Dow ft Y, SH sm, .a i COMPONENT DE PERVANM OR RfAOVABLF_ of t.- 7x 1. I. "WALIATBINS; AM MR SAILIANCS w1W" OLSON LOADS tw GLOBAL PROTECTION PRODUCTS, LLC. 11LIECO OMAL PROTECTION 4M S^ I SAW CLOW PROTECTION PRODUCTS, LLC. PRODUCTs' U.C. +53.5, -72A W t1wilm UP TO Ft Z�T�IE 5, SEE DETAILS MR INSTALLATION TWO WOOD FRAME WLD04M ON SHEET IS. /T1 L7E C 0m. 4W SALET ONE fill' am, RkO'�,, I �­y-w 2. MR on wow wow motom TO Be SOLVID0, 4900 StC 51 SAW z AWE. #1- =4 * I IVNIF. F�, =1. PINE N. 2, W/ ago OR EOLML NO 'mw A_ 3"14 F, R 20-176 M 20-176 Loml= _ -176 e SEE SHEET 4 FOR DETAIL APPUaMILE TO THE NECESSITY FOR THE INSTALLATION OF 61" �- . t _1�1> M. - am --im ki$ CM)M SPACERS AT TRACKS INSTMAM ADJACENT AND SMND TO STUCCO/W000 BANDS. m P, A 'F �_ Aaw- FAA, (#54)61W� im­ 20 < I's fit _ ki Low" CA- 19 X "zi !!,T SHUT T4 or go PZ SM/SiGNATUNCtOATE swer's or go so =gin 11 It SHEET NO. SH 1.1 (SCE SECTIONS ON SHEETS 17. 18, 19 & 20)-- 3: MAX. 400/17, Sfi/ig, 36/17. 40/17, 30/10. 31 1 MIN SAW/19, ?AW/il AT 8AW/20 111101111, ?IW/19 & MM/20 I. Fi 0 0 0 0 PA-E, 11 *41- 0 UPE ODAHM U/471 will Wila. I MIN. 1AW/111 a mAst-40 mm/12 WN/20 -------------ANCHORS (SEE SECTIONS ON SHEETS 17� 18. 19 20)----,--- 1 OPTION #2 FOR UFE SAFETY STORM PANELQ ELEVATION SCALE 31IC-1- SECTION A -A SCALE MAXIMUM A.S.D. DESIGN PRE55URE RAT1NG..(ps,f.) AND CORRESPQNQING MAXIMUM PANEL LENGTH OIL" SCHEDULE MAXIMUM A.S.D. MD.. PANEL LENGTH -1 DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL RATING (pm.f.) (SEE SECTI� TO GLASS CONDITION +55.0. -72.0 81-8. 1 2 3/4- UNBOLTED CODE INSTALLATION ETAILS FOR OPTJON 02 FOB LIFE SAFETY STORM 9ANEL SYSTEM INTO EXISTING POURED ONCRETE OR CONCRETE BLOCK STRUCTURES TAPODN ANCHORS YAPCON ANCHM 1 4 . D.C. _V., D.C. �49. TMCGH MCHM �_.___j(4.TAPCON M04M O.C. 9 D.C. PWRIED OR W=01*0� -CO"Cl� POUREG QGIIC� BLOCK REDRAFTED n mom REQUIRED BLOCR REOURED A 1/4' Ile rc COW. cow. THIRD'.) smirrm THumis; EM GLASS GLASS v T_ 7' �V_ aLIL wv i 41! 7 ED.- ED.- i ,::7 32(4;2- w-r- Arl x j/w NUT WASHER S.S. M.S. All /8! i�2141 '0�2 WIND Nut WAS"m 7 8`0 313r WING Nur 1 WASHER 0 12 Ilr O.C. N '"/32j=1D) a 12 1/2" O.C� TAIPCON ANCHONS ___r4 1/2. O.C. (STAGGENED W/ STUD) �V TAPOON ANCHORS 44 111r O.C. (STAGGERED W/ STUO) TAPcoN, ANcHoRs Ilr D.C. �111D CONIOR.EFE ____,NUflEO COP ONGRETE M., REGUIRED NSTALLATION OR CONCRLI REQUIRED SECTION 0 REGULAR PANEL 0 LIFE SCALE 3/8*-1* SCALE SEE SHW TO & 20 POR AWAM TfPE 411100111 INK t/4. 1APww SPACING FOR *S?AUAT" INTO WOOD Ammim mvgm GO FRw BULD1140- MINIMUM ANCHOR SPACTIM " MINIMUM EDDE DISTANCE ARE INDICKIED ON THIS I scilm"FORED LmlymINDIGAIM Olt SCMILDVIS REDUCE ANCHOR SPACING By MUTIMPLYWO SPACING SHOWN ON SCHEDULE AM^ &L ax mum "4m we Twe MLDWM mm". FOR WatcoN TO BE "r 16 J I B"E CIO 07=111"MMM=91 FOR EACH ANCHOR TYPE ON THIS SCHEDULE SCALE 3/8.1, INSTALLATION L.5 EQR QPTION #2 FOR UFE SAEM STORM PAHEL SYSTEM ; 20URED CONCRETE OR CONQRETE BLOCK STRUCTUSES ON 1/4' TAPOCIN ANCHORS .C. 9, ax. F-4 49'ToApc '"CHO'S POURED CONCRETE OR CONCRETE $1,0651 OR PO.U.PE1 CONICRETE RE REQUIRED 1_4z 01�10*0 FANEIJAITE PLUS W/ WIND NVT WASHER RETE BLOCK REQUIRED WALL MOUNTING INSTALLA11ON SECTION 5A 0 REGULAR PANEL SCALE 3/A*-I" SEE LAW 19 A, 20 M AMMM TYPE 001011001 m Fm SPACING MR INSTALLATIONS INTO WOW U. ammica Svc" 0�4 3 FRUIE OURDW MITINALWANCHOR SPACINGS " WHWU1I fm DISTANCE ARE wom ON THE wi 3,/2 SCHEDULE FOR CA LETS DAN INDICATED ON SCHEDULE REDUCE ANCHOR VACW BY MIALUPLYWO SPACING som on SCHEDULIE AMK L06 INOW WNW BY THE FOLLOW4 FACTM MR OPERATION 10 K Pon&& REDUCEO SPACING DOMED LITHO FACTOR SNAU. 05T BE LESS THAN MKVW SPACOUT A"D "W FOR EACH MOM TYPE ON THS SCHIMAS Ilr 14 �m 1\0 GLASS 1/4 IT MIT WAWSM, (BEYOND) CONCRETE CONCRETE BLOCK REQUIRED WALL MOUNTIJG INSTALLATION VJMN 511 0 UFE I&EM eMEL SCALE 411r- I - Cn -00 > Ld) 0 0 2 0 0 c cu -0 cn 0 -m 0 = L_ 0 ku 0 .0 -&-` Co E %+- 0 > CAI Cn -0 a) E " "0 1 E cn Co -0 .0 = ._ CD -.I.- cun < INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLAIION DETAILS FOR OPTIQN #2 FOR LIEE SAFETY STORM PANEL SYSTEM 200VL NOTES, VALID E-Z UM SMRM PAM MnU INIQ EXISTING MOD �TRUCTURES INTO EXISTINQ MOD STRUCTURES 1. E-Z KANG STORM PANEL, SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 0 At PAM"ATE PLUS INTO CONCRETE 7� ACCORDANCE WITH THE 2020 (7th EDITION) OF THFE FLORIDA BUILDING CODE, BLOCK WALL BE 1 1/4�. T I 7/, 1, 11 7-- 7, 7 "FT f DESIGN WIND LEADS SNALL BE DEYERMINEO AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, EL2) MINIMUM EMMMENT 1/4-0 X 7/0- CALK-W ANCHORS sK41L BE 15 7/8* WO CONCRETE. FOR A WIND SPEED AS REQUIRED BY THE JUINSDICTOIN WHERE THESE SHUTTERS WILL B 0 DID EEaSriM AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED, A! >< HEADER FOR A D(RCCTIDNAU UM ('A'S'D') 1/4* 0­20 SS SIDETTAU( BOLTS USED SNAIL. BE LONG MUOKSHOULD ANY FINITE" MATERIAL DUST) 10 RED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHORS. _:d4*# TA 0 TO VERIFY THE ABOVE COMMON. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 6''4 2tclil IN CRIDER LACTI TAPOON TO 6- O.C, _"/2-0.W� THREADED iET PLYING fou THE EXWN D.C. r __44 014TAK ____44 T OC' TOM 'To /I I RON SHALL BE FIRST REDUCED M PS,I), DESIGN WIND LOADS BY MVLn THEM BY 0.8 IN ORDER TO B..3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS EIE NO ON 0 WALL PENETRATION AT WN HEADER TO COMPARE THESE W/ ANK. (A.S.D) OEM PRESSURE RATINGS ANCHM SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BENNO SUCH PANELS, ANCHORAGE WOOD �E 4T NE ON 0*1iDOW HEADER C3 HEADER! 1 7 L. N AT�� HEADER \ "I SHALL BE AS MENTIONED IN 00) AND IN IL2). SEA= WNDER C%j I I_ . - IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 3U INCREASE C*j x IN ALLOWABLE STRESS FOR WIND LOADS WAS 9M USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOW HAS BEEN z YT 1 /1. 1/2* 4' 1/4- 1/4* DETERMINED IN ACCORDANCE WITH N.DS. 201& (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALI OF THE RECOMMENDATIONS AM SPECIFICATIONS OF THE ANCHOR'S ____ --I Go M.. i M­ MANUFACTURER. I STORM PANECS ADEQUACY FOR IMPACT AND FATIGUE RMISITANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTOR 1626 OF I'L \ I I IT SHALL BE THE RESPONSIETUIFY OF THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE WIPTEFUE SHUTTER f 2 WOOD HEADER WO00 HEADER Mi- REOUR- REQUIRED q/ i THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LAEPORATORY� INC- REPORT 2032. AS PADV5001.5 TAS-201. TAS-202 AND TAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY SE ATTACHED TO CONCRETE. BLOCK COW u I i J -(IV FROM THE INSIDE OF STRUCTURE. CONTACT THE BUILDING TO PPFVEMT WINDIPAN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL L GLA Z� w. OnSTING VL-EN'MH SS Cm WITTLAU - 'v (sm salflu" PERFORMED FROM THE INSIDE OF STRUCTURE 13, STORM PANEL INSTALLATION SFALL COMPLY WITH SPECS INDICATED IN THIS DRkW%G FLUS ANY BUIIDING AND ZONING PANEL ON To CLASS I SERIES TOM INSTALLATION IS APPLICABLE TO SAW AND DOUBLE HUNG STYLE WADOWS WHEN INSTALLATION IS REQUIRED TO BE fSEE NOTE I BELOW) OR THmv; is) *L, PANEL LENGTH ON M*r, 'a) sPw Is) (SEE NOTE I BELOW) U_ REGULATIONS PROUDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4, SERIES 2000 INSTALLATION IS APPLICABLE TO SUILGLE AN COME HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN SCHE=_ PO4EL LENGTH WSTNO PANEL LENGTH �OKTIOH M_ INSTALLAITION IS REQUIRED To BE PERFORMED FROM THEDINEUDE ITT atm (SEE NOTE - TO 1 BELOOO m ow" PANEL LENGTH CLASS _(w 14. ATIWM WINDOWS AND DOOR$. INC. E - Z HMO STMM PANEL SYSTEM. IS PAIM RIMPIDING. (SEE MOTE OF STRUCTURE. MWTTHOY ITT) I 1/4'-2aw 5THOD'" 24 Dim ON ON TPTEU� ITT) SHM TOP 'IT-20.1 (SEE Nam I BEI-OW) 15. 0) THIS PRDO= EVALUATION DDICLIURAIT (PE.D�) PREPARED BY THUS ENGINEER is GENEW AND NOT P MDE 1/4-20.1" (SEE NOTE I BELM 1/4 5� ALL ALUMINUM EXTRUSIONS TO BE W63-76 ALLOY AND TEMPER. (UNLESS OnfERMISE NOTED) DOES RO S.& M.S GS 711%`1 INFORMATION FOR A SITE SPECIFIC PROJECT: I... WREW THE SITE CONDITIONTS DEMATE PROM THE P�E.D� WING Mtn W NUT & ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3106-M14 ALLOTY� j (b) CONTRACTOR TO BE RESPONSOLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF --.f :t-, m 1/4-0 TOWK 7- 7. ALL STEEL SHEET METAL PANELS SMALL RWE STRUCTURAL QUALITY STW_ ASTIA A-6a3 GRAM 50 Mi.�, GALVANIZED STEEL THIS PRODUCT BASED ON THIS PE.Q. PROADED HE/SHE DOES HOT DEIAATE FROM THE CONOMONS DETAILED ON TOM W/Fy THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE 5 THE CONTRACTOIL'S RESPONSIBILITY. DESIGNA 58.5 k.1 (AFTER ROLLED), vD C PENETRATION At ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARRON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT Will BE CONSIDERED INVALID IF MOOLFEEQ� 5wis W/ sa ka; YIELD STRENGTH AND SO imi TENSILE STRENGTH & SHALL COMPLY w/ FLORIDA BUILDING CODE SECTOR 2411.3.14. MIDWODI OF PLATE (d) SITE SPECIFIC PRWECTS SNALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH TOLL 9. BOLTS TO BE AM A-307 GALVANIZED STEEL, OR AM 304 SMES STAINLESS STEEL, WITH 36 k.1 MINIMUM YIELD STRENGTH. BECOME THE ENGINEER FOR THE PJWJECT AND WHO U. 13E RESPONSIBLE FOR THE PROPER 7 71 _0 USE OF THE PE.D. ENG.0r-m&%P1,_ ACTING AS A DELEGATED EAMENER TO T14E P.E.D. ENGINEER, STIALL 0, 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINIGS FOR REVEW. C CL -0 (A) 8m, (s) THIS P-EM. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSONA!, ENGINEER Of 1 4 0 X 7 CALK -IN ANCHOIR% AS MANUFACTURED BY OEWALT INC. N. -M P.A.) 4J L k-- _J 11 ED, N, j/5-W/321 WING NUT IG. STORM PANEL MANUFACTURERS LABEL SKNUL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN VO's 3/32' WTNG KIT C C04 ACCORDANCE WITH OPENING. WDW. M.S. W/ W/ 114-10 PAMELMATE FEMALE TO JI PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO COPISTPUCTION PRODUCTS. C.C. WASHER (BEYOND) ED. EQ. (f'c-3= P.O.I.) L480JNG TO COMPLY WITH SECTION 1709.9a OF THE FLORIDA BUILDING CODE T__ C I 1/,T-. TAPOON 0 L_ Z::; T PIM I S' 1C, AND 2- FOR PANELMATE 0 6' O.C. A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4 W/ SrUD) MIGNON WIT IT /m WIH6 NUT NUTT FEMALE 10 & PANELMAIE PLUS. x 3/32 w I -i 4 WASHER 4 6 1/4- D.C. WASHER 0 (BEYOND) 1 , I " 2.e WOOD PLATE uj U OF PLATE u REQUIRED IT jig' WOOD PLATE PLATE i 1,-, A2) MINIM M EMBEDMENT OF 1/4-0 X 7/8' CALX-IN ANCHORS SHAU BE IS 7/0" INTO CONCRETE. NO EMBEDMENT INTO OF PLATE #14-ID TE P1 -10 PANELMAIE PLUS 1� !j � #14 ANY FINISH MATERIAL SHAU. BE PERMFITED- PLATE WOOD PLATE 0 6 114e* Tll� Ompla WwgATIGN MING I� A"6 RED WALL M MIN R P ON 1/4 -20 SS SIDEWALK BOLTS USED SHALL fit LONG ENCLOGHTSHOOLD ANY FINISH MATERLAL EXIST) TO ENGAGE 3/4 WALL MOUNTING INSTALLATION ALTEwRK&TDff 7AW AREWLEL AT OF TE AT MIDWIDIN OF PLATE [MID ANCHORS WALL MOMIS MAU= 14 - _ i it] &mum mw SCALE L%R�SAFM PENIEL A.3) IN CASE THAT PRECAST STDNF PRIECITST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL I WALL MOUNTJMG INSTALLATION UNTIN9 I rION FLOOR, ANCIFIORS WALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHOR 01110 DAW BE AS MENTINED IN ki) AND IN AZ), SCALE 3/r-I* SCALE 3/8*-1' IT, m Di, 0 REGULAR a sarry PANEI SCALE J/r- I WALL ACT, No. 44167 9LIREARMAR PANEL .... !� * UFE SAEM SCALE 3/8 SCALE 31W-1 %: FLORIDA BUILDING CODE jNtjh Velocity IKU cons Zone) z FLORIDA BUILDING CODE (High Velocity Hur cona Zone) 1. IAWALLATADNS MILE MY VALID FOR BUILDINGS WITH A.S.0, DESIGN LOADS FLORIDA BUILDING CODE (High Velocity Nu no zonsill 1/4- 0 TAPOON ANCHIM AS MANUFACTURED BY LTN� BUJLXX� INC. UP TO +55,5. -MO PSF AND PANS:S LENGTH UP 70 W-B". mmm. W_ FA am 4067 1 ft= 1111;00� W_ F�P. _#�/4-00 X 711' CAUK-RI ANCHORS, AS MANUFACRAIED BY DEWALT INC. (f'­1500 p...1.) TTit. F.P. I STEEL STORM PANEL 4-1 PANELMATE FEMALE ID AND PARELMATt PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRICTION 4 167 OWINN BY-. % 010,11`4 ft 20 WE GALVANIZED STEEL STORM PANEL 20 GAGE GALVANIZED STEEL STORITI PAWL 20 GAGE GALVANIZED 2. FOR NEW WOOD FRAME CONSTRUCII)ON, WOOD MEMBERS TO BE SOUTHERIN DAWN ff.. 1. INSTALLATIONS ARE ONLY VAUD FOR 8UWNrS WITH A.SO. DESIGN LOADS z PRODUCTS (f'm-2071 p.cl.) GLOBAL S1 4000 &W. 51 STREET 1ECII mm. PINE NO. 2. W/ SPECAX DENSITY Of 0.55 OR EQUAL GLOBAL PROTECTION PRODUCM LLC. LIP TO 455.5. -72.0 PSF AND PAMWS LENWH UP TO 11LIECO, GLOBAL PROTECTION PRODUCTS, U.C. "O"'L ON PRODUICTS, LLC ';.,)P 2. FOR NEW WOOD FRAME COMM= WOOD MEMBERS To BE SOUTHLERN 0 R vff�.t� P5� 4400 &A, 5 SIRM DWX FL 33314 PINE NO. 2. W/ SPECIFIC DENSITY OF OS5 OR EQUAL n MAE. n­ 31T14 ­;i rV PHON& "RIDIT-7545, � "Xift"W Te PTIOM' (�)�7M M� (W)MR-OW 20-176 , #� - n ET7 `T�'m OR, P. ploit. FJOL' (iHT,)sft_wn7 20-176 20-176 mo -- DRAATT ft _1 11- - TORONTO; ft - I- [ ORAWAT ft C4_00011711; WALM �_ `11A`NfP`.TTP-0w,___ - - 1 - 1 ONTO w w 29, 1 P1_ Rm;ITR A TRW �.. P.IL n", t-11-P4 SNEET -0 N 26 TEM. * 11 i i FORM uk- IT FOP -4:i: FLORIDA u� IT COMPONENT5 FOR SERIES 2000 & 1000 E-Z tiANG SJORM PANELS (SCALE 1/2-l) (MAL 25011* 1EFFECINE 2 250* �_l 3 ITO .500, 075' .075 Typ_ O.OM- 4K THICK 2.5w* GALVANIZED STEEL EOGE_ MED TYP. A-M EDGE ;RACE 50 MINIMUM MAIL kj' A G-60 GALV. t + 48.9 L § 2,470"__j STORM PANEL F" -2,470- -J 4ZI REVERSED -h- TRACK (1) RVffJMD "U* TPACK PANELS ENO UP W/ Timum EDGE. SO -1! L .8!3. 7 j25' .125* -7 P ISOMETRIC VIEW DETAIL A 2.OM. ? ROUNDED CORNER 0 ENDS OF PANEL'S 25'--71 END UP W/ HEMM EDGE. S 0. ED (M.TS) J. IWK PAtIEL/4000"ER 2!x5'(MpxJ ALUM. ANGLE I 125* 6061-TO Alum. ALLOY 8 No. 44167 J FLORIDA BUILDING CODE (Nigh Velocity Hu cone Zone), I e2mH, nVILOO. m Y OF 20 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTI ON PRODUCTS. LLC. 3*x3*(M2xJ ALUM, ANGLE STOP BAR 'NA 41041 &w. I $rpm i I* LONG OUT In- DWEL 0=4 6063-76 Ajum. ALLOY poom, (seLIM-7-43, FA& 20-176 - 22 0120 /24 (91E eavo -1 1 724 4r (�)W/oRw/OM'0 (sm MIT 2 PITTLOW) 3- M., 2'/24 J� V/24 maLm EACH 3. FOR NA�� M­ TICEPEOULLE L TSGRPW� 1* w. OONORM AMCWCRO OF S OM2 somem" ON smm hu,, a 02 END OF& 60 X 'L' PAMJ PANEW Nivam "(EMO WP..� Non 3.4 KLDW SEE NOTE 2 3. WILON 2 4 TOM ±.A 4 BELOW I j 1 16;- j .1 11 HF4, tj SL OF 40 X 'V 4, 1: I ITJ F n"'I I I T 1-fL-I-rl In T _FTTT1 i it f vIiixoir rw 4 i� REXTE tc,d:DUXL:� m 110ACRE11 MAY BE UXATOD 6"m1% ALOr" Off END OR * bZ�P*%AT TO BE INSTALLED AT EACH 9=1ALTAITLIM. INSTALLED AT EACH ---GE BE =19 To FACIPLIDGEM= DTICAL ELEVATIQN FOR S REAR HANDLE TO TYPICAL ELEVATION FOR "'J" j AEARNAN­ FACILITATE F JNTTUNOED To BE INUALUEG F`OM IF INTENDED TO BE IPMALLEO FROM INSIDE Of STRUCTURE E-Z HANG STORM PANEL INSIDE OF STRUCTURE E-Z HANG STORM PANE SCALE av SCALE 31W - I' 1/4- M­ GAP GAP 1/4- K­ GAP f 7 777"'K 7 7 7"'7 7 7--= SECTION I-B MATUE 31W - I" (1), =NfffQft_.Q�. E - 2 HANG STORM PANEL SYSTEM CONSWING OF PANEL + NOTES TRACKS AT TOP & PAK41MAIE PLUS OR 15' LONG 0). UMM 12E SERIES 200, E - 2 SAW STIFFIN PANEL SYSTEM CONSISTING OF PANEL + (rAT1 BOTTOM W/ FANaVATES, TAN" _mp & BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECTED TO EXT BY MEANS Of (2). IANELMAT1%,jEC` v -, lED PANELS SKINLI ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR TCgS% ", S. WW/T END PANELS BE PROVIDED AT TOP Of SUCH PANELS, SHALL BE C 3 2' ,p)"i./t/411-20'/. S. WHO NUT OR 1 4"0,-201,3 Min, THUMBSCREW mm TAP EPT (&C AS SHALL CONSIST or DESCRIBED ON ELVIO). (3). IF END PANELS ARE CONNECTED 70 = rKeR NOTE (3) , W ITT Mi� THUMBSCREW ITM/ TAPPED 4�C L C'. OF FASTENIERSMITF." EITHER OF TWO (3). FOR CAM WHEN END PANELS ARE IF AT END PANELS ARE Nat STOP BAR oil D(TERPOR FLAT FLAMM OF END PANEL 11-mo PROVIDED AT TOP OF (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (Le. A STOP BAR IS ONLY M A&,TP ATHUM TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY MOUNTED TO ONE INTERIOR PANEL 4 `W�p USL E IN 0 GAPANELMATES, NO S TRACK MAY OC (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS MAY BE USEDDNStnfMGY TO BOTTOM CUR AT No 3 ACT ATrACHING: BOTTOM TRACK TO WALL ANY FANEL LOCATION. PANELMkTES FO No = ON i0TION A�UW %,TWO V U,2' . SEE ANCHOR SCHEDULE ON SHEET 25. MOE DISTANCE 7 CAVITIFT10.11 PANEL ShT W El (5), SEE SECTION 1', 3' & 4- ON SKET 24 00HUJIMMA, 110T.NEED TO BE COP Wr% %r MEANS. S:i INSTALLED k Tit SUG THAT AMACENT PANELS LEFT RIGHT PANEL) HAVE THEIR OVERLAPS RETAINED BY CEN Or ,yCEN S, FLORIDA BUILDING CODE (High Velocity Hu cane Zone). No. 4 167 20 GAGE GALVANIZED STEEL STORMI PANEL PA. DEATH W. LLC. 01/211/3020 STAT OF GLOBAL PROTECTION PRODUCTS, Dci� f VIL -0... \ E C 4" 1P, sm, 5 STAIM 20 T1`UT WAIL M 3M14 -176 COO- - TOM 75"m m "Wiml-m INUALLATION R TAILS EQR SERIES PANEL (1) INM EQUIRED 2000 AND 1000 E-Z HANG STORM CONCRETE OR CONCRETE BLOCK _06- 0- OW"m TxuuE A BMW ARM DETAL, A, on.) 5 SEE SCHEINAS I'm M. 1 4 7 OEM GLAM Tier ScHiOuLT: SEE SCHEDULE �2WV 15 I/= TO CLASS. To MAIL v`m 0~ 'Al. Ll eN.V= =0 a A; 1- DMOUtITTV P ow P. ED so ilow" ��ZW4' TRACI, 9w OP -�wwv 20 6 NOTE I WALL MOUNTING IML T 1'. 0 WALL AND DIRECT NEIMING INST, T smar 251 FLOOR TO CEILIN NG INST, BUILD -OUT MOUNTING WST. WN14 sm spow1mvms Pw L Bit- =IGNMOP SCALE 3/8-1- SCALE 3 1' 4 _1L OF Aha. j ON �14 �N OWAULATOW TYPE OT, � n g 8 0 CAN K cowsm N ANY VIA, To SO Aw z NO. 44167 FLORIDA BUILDING e2m umm CODE �Ntqh Velocity Hu can* Zone) STATE OF 20 GAGE GALVANIZED Mn STORM PANEL F.P's, buo DETAIL I SCALE: ilr - 1* VIEW EA ma, wm I on stleuka 9-m 26) GLOBAL PROTECTION PRODUCTS. LLC. P"m- (W)-N-7.%Sw Fft 20-176 Cn (D ca-) -+--a U) C13 0 FJ5 0 CIO 0 A L) a) U) w z z SHEET NO. SH 1.2 I—, "W.".Mpl$--i[,3�E���,k�,iij;lm:l�Nil',[,Nf.TWRN�1.1- - �.Z., , � - -- lisl�6-14zil*,Mi.l.,�-YA,�,�#�-M3=4B:�.',[,Wif-]:i'MW-1,14 III � �Vf��-l-al.'�liwaa..,;A;F.i�i . 01. .- G,; - ..­ MIJUMUM A-S.D. ORC;AiG P I IL MINIMUM SEPARATION PANEL APPLICABLE TO RATING r.51 (SEE ) TO CLASS CONDITION SEC71ONS +88.0. -7&3 70* OR LESS 2 9/15- BOLTED - I'. 2% Y, I'vi - +66.0, -75.3 70* OR LESS 2 7/8' BOLTED - C 81 4'W - - =��F"1=`61` 5� M.5, At WIMUNUT AT OVERLAP A � OF PANEL LENGTH PANEL w-ij:41-illw". ,M--]*--il,i.m;i-.,I*-t-ilj.;41.j�lti'[MC.IMRlrl.[-JI-�o,'.I.i*-,i;l-'�ilit�[�R!L',.411.ii]'W.I,r.q:[.I� 101 ,c = 001-01; "I'll" �11111111 11, - - I ��411111[-x .1111, " m- .4:119� --- - A = �p � " - 9"W"mm I MAXIMUM A.S.D. DES" MAXIMUM ANCHORS SPACING FOR E. 0. - 3 1/2' - _7MOLUCE APPLACMILE TO So'na's I At ANY COMOK4ym - - MAXIMUM PANEL Loom v (I,) PRESSURE RATING (P-0 TAPCONS I CAUI- I PANELMATE FEMALE ID - I PLUS TO COWIREM - TO CoNcium 8,00K To COMCNPM TO CONCRETE QUICK TO CONCRETE lem - CONCRETE - - I BLOCK 12' NIA 12' N/A -M.W=Ell 12' N/A 12' N/A - V It 2- (TOP) II" '. * w - 3- - '. 4- '. 4=1+ 12' - 3. 12' 5" 1. 1. 1. --.!L- 1. Igamom) SER 1ODO ++ -66.0. -75�3 N/A N/A N/A N/A N/A NIA 12 1/2- - III 2' (eorioNi) - 70' OR LESS 1 r N/A 6 1/2' j N/A , 4 1/2' , N/A , 4 1/2* , N/A 3' (TOP) 12* MIA 12' N/A 9 1/2. N/A 9 1/2- H/A 3- (SOTTOM) 12* NIA 12, N/A 1 ]2' /� 12* N/A 4' GOP) 12o 6- - 1 2- , 9 1/2- _ _ 1 1 ; " 2* , IT' 4' CBOTTOM) - * UMM 70 SILO p..J. A.S.O. DESIGN PRESSURE RATING, ABU SWEI` 26 FOR 46DOM TYPE A SPACING FOR WALLAT06 too WOW I%" OUILDINO, MINIMUM ANCHOR SPACINGS NO M14MUM MOE DISTANCE ARE INDICATED ON THIS SCWIXU. FOR M LESS THAN INDICATED DR SCHEDULE RSDLCE ANCHOR SPACING BY MIXTIPLYING SPACING SRO" 00 SONEOLILE By IF* FOLLOVING FACTORS. MR THIS OPERATION 10 BE POSSIBLE MUM SPACM OSTAINED USING FACTOR SHALL Not BE LESS THAN MINAM SPACINKI OOMTM MR DOI ANCHOR TYPE AT ANCHORS LEGEND. ANCHOR m 1/41. _1/41. T N 4 ICH __Ile =--.- T " -�-. �-.j At, Amman msoaKi D.) a 3 3 21/2 - Am-= I- go 3 " , 1 , ., - , /2 i 'it 4___ Naft irA PINE MONM FACM Ile .M, 1 - ----,--I 2 Ilr I - I - - , ---+`-�-+ 1 3 I/V I- I - I ­--i FV,-�-O + RECKARES Mac DISTANCE BETWEEN BOTTOM OF PANEL AND Q TO SE- 1/2* 1/2- v M­ F�l " I ++ RECLINES Mac DISTANCE BETWEEN BOTTOM Of PANEL i AND 0 TO BE 2I/Ir 3/18- v Mac CQMPONENTS FOR REQUIL&R. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1 -) i -------------I5.Iw (TOTAL WVTH)--.-.-.----, -2-197 --- --- i . � 4 12" (EFFECTIVE WIDTH0----------------------7 i -.193, Ij4'#­2W/4* l----- ---------- --1aw17 1 750* S.S. STUD RIVETED � J­ � , ! .18 - ­ F ox I I '�­­­6 1/4- ".)-­­� I I I L - i .37 . ,---� = e� 1/4� I IWO- "47� 1�- 140'- 1-1 40- I.AO.- /)\ : 112M, f - ow I p , - .ow . - j I , , I I ­ I � ;1.500* � I � 4 i 11 I 10 (WAY BE REVOEM) I . - I F . -- 1 1--­ F 1-1\ � I � I 11- �2w�-,- -�>- I � � � /L;--�--- I � 0.024" Mh� TAM v i 3.3,15, i I. M 6 - , I . 1�6 ?I- I I /f EDGE 2.0 30' I 'W'. - � L "'.1.101 i / GRADE 80 WNW TYR .260" 1 i I .. S� i G­SD OALV. EWE - ' I 21�5- I L -j .... z � -- UUM A 4r i I - -------- I ------ I � --Im) �) - .375' [-. (D STORM PANEL I I -W'� DETAIL A4 L---L- _ "ODO' ____� PANELS SHALL BE INSIAUED ALWAYS -2.307'- FROM LEFT TO RIGHT W/ 1/2- LED AT DO AT LEFT WE OF PANEL (�) "B" HEADER (�) 'r B9K (�) ANGLE WITH STUD 1� - . I TTPL TOP EDGE - (WK) v� OF PANEL 0.024 PANELS DAD UP "-�, �', I - . CALMOZED STEM W/ h6i1ib-6iE­ .375* i .. I- - i I ,AWL r-4 ��.r ,- a:0,05, 1 .� � A - -TI MAX , I I - 1 1331, 0.270* �, .,�- �, L , I � ". Do' so � � --I . i ­_1 0.62K-,�­­j 0.250*0 1 . A25* ­11 - ----- 2-591 * --- --- -� f�� ,�, m ... I r.- --V ,­ -04LE7001 .-H � I ,_1 � � I L- --r I -- - -2-250- - - : I I. -- Tr.;.-� -p- , OR @0 F- --- ;t ISOMETRIC VIEW DETAIL A .1 . "I ROUNDED CORNER 0 ENDS OF PANEL'S ..., 1�, il � I - 4A,. .1m, r, - � I I ENO W/ EDGE. I � UP HEMMED -(-. � I .I 25* �-2.378- ---� I � (NITS) .375" i I . � � TYPI BOTTOM ACTA& i -- i � SIDE Of PANEL � 2.51mv IF . I --"----77t t � ­91 mr . SO i . ­7w� 3,7� � (�) IM HOLE WASHER (�) i .072' ".) 3105-HI54 ALUM. ALLOY KEY HOLE AI PANE � I � � IT- ----' t . I . j 2.1?4- s I .SEE SHEET 6 FOR ADDITIONAL � I --j,7w �- �Slr : - LIMITATIONS F SLEEVE L04TH 6 1 1'. � I I . I � I - -ml - 1 ­125, i ONLY VAUD FOR INSTALLATIONS INTO : I - WOW STRUCTURES. : 1. I ,. (�) SLEEVE 2 1 /B (TyP-) : I � 2W L ; F- ­�-; . I- MAX, : L I . i LOGTH . L . I , ; I L-11f " .-- - i - ! - �---A -2.CW---- , . ?So, . i I 3. 1 ; 1 I L-1 L - I - L .Iw 2-ONO" ­1 � ----2.S0'- t..II S* or-)i � I I -0�11 10 - � [.75W -5Q­* I , �, (�) HEADER (�) -U- HEADER i I j -` -REV­'e - -I* MIN. To 5' Mac I i L . ---2.OW* �R SLEEVE iii MAL @ AN011.9 09!h .A." (B or-m" (9 EMEL imINGER ­3.000- "AA.H., � --- 3,000" .38� .374* . � . ATi� P, (1 1 X MOE) i �am : Tkj��4\ , I - � � -, , , 0, , (USE ONLY FOR E-Z HANG STORM PANEL --- T",-,---�-4r.- i , -­­ . . Lj�, --­ ­­ - ..� , If , � - a IN ,0' " � .470' �275" . , *T.-`8$,ENs z , j It SYSTEM) W63-TS ALUM, ALLOY , . T I I _ I .--I M 11 . I . III . . I . ; ­ f I r--. --- ­- --- 1 ... No. 44167 ' - LORIDA BUILDING CODE (Non High VWocity, Hu cone Zone 1.6, I . G�Cc.v T I.M* ASO, . F ) � � 21 I , Z 1��- - , 1 ` I � '. L 0 - * IMITC0. INC. F.P. , I., � ;5. 0 (12:I MINL, 0 � * �. �*j .= $ JOBS' 123 ;:.. . v- - - . 24 GAGE GALVANIZED STEEL STORM PANEL . )O --- . - � 11 -,a'. STATE OF ,'t� ORMAN ft C Ic [7SEE 1 1 .p.. "" SECtIONS - _ ­250' " O� A II, .4 - ---2.DW'--- %. � , ' 07/27/zaa � MIN. . GLOBAL PROTECTION PRODUCTS, U.C. wm. �, 1,--:-:� " L­ p f 11LIECO.. � �'-"A�A ­i , 4M S.W. 51 SWW " '-' lu -2ow" _/ q , 11010" , ."', -w. . MAL rL Z314 (@ BUILD-OUI *F' (�) BUILO-QUI ME' TRACK g & (PO WM14ERED WINGNUT - I - M 4 �-:- S ----= �- -!`-� Pliow, (W)M-7515� I'Am'. Obipa"m 20-175 - , CK-00WHI r. ali rm Wim, i 7,,M�dl, I MACK AMI (ZAUAC 3 ALLOY) pl- SIAVIIGNAC"R� 1= k, J`1E. i I - ­1 FE91 , I I - - --- I I ------ INSTALLATION DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES � ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS ­ 7TME SCHEDULE ON (SEE SCHEDULE 04 I EICSTI No 1 SHEETS 9 THROUGH 10) EKISTING POURED MNCWF---- I OR CONORM BLOM SLC�� SHEETS 9 THRELIGH to, 0 CCI.Cl�r ! REOUIRM. I I REQUIRED. ' LEG La RNATE CONICREME AAMCCHM AlION DZII ETE a -. (SEE . r POUZIffi ­- 11 , I @ SHEETS 9 THROUGH I . ; I� .��.:,A. - ,­ -1 - - ,.-.I- wx -So HEAC - I F- ­� j 1/4- i SAM 10, $M- OR ,/.--m.,- � ma *1 - I 1-7", � _jl/4" � MAX. I MAX. CONCRETE ANCHORS � - * ,2 Ilr 0� � T--,---,----1 - 11 T I (SEP SCHEDULE ON- ---� � � 'Ir -Ea.'. - --I �� � ! I SHEETS 9 TR E,D. I I I . "'Aa SCALtS i I 4�1 I [ I v mac. i I _,- --.,A* a 114, cc � � I "� i ' ' JI i PANEL LENGTH I i I - I � E.� � (SEE SCHEDULE LZA. I i q I i I 4 --- , 'R 11 I � I Min. ON I I - i -(D � 4 1 .1 I -1�4'.9,IAm � (j) -.,I.- 4 9, - ­­­­ ­11 I - � i � 10 r , I ON SHEETS 9 -11 -­ - � e 20, /I UNCIN am T-41 : . . V0 � C- I ;ar,4 ma TION TO GLASS. 1 1/1'1-2111' � BOLT$ 9 & I I + - � - - - - - - 'L* Mac -i (SEE SCHEDULE ON -- I CN- 3) - III, - � ". , I - " 9 " I. 9 go I I - I SHEET -v 'mGA. [­­ PANEL LENGTH L __ -- .. ­,, - .­­r,�­-j WFURFAMIL � UMN =1`0 PANEL LENGTH - -on It , - -,--- - ­ AL. I (SEE SCHEDULE v ­­­­ 7.N­A,----- ��­' - " Im FoR t ! , - 1­1=1' I (SEE SCHEDULE "'�. - I I RTI --`R� I �� I -- -1 ON SHEET 3) . � . i . . � I TO GLASSL I � i ; ( i I- A .. ­11 - ! i i -,;w ;;EF7)- I 56% ; I I � . OF "L I --(j) j I I I ; I OF V : I I � I i � I MAX, mu. --(D i . I I I : . I (�Y-1. ,-L­- -JA i I � sox I � ­ a � I ; - ; � 'L* I - 1 . 1: 1/27 . I ! . - --- ---..L ---- - -,I b OF - . : � � I . . I I ! I MAX- : . : I ! I I I � � I . I I -I ! 11 I ; I -­,.­­-1­-­j L-1 ", - IS I 1 � i , CONCRETE ANCHORS %*W!�..?v CON I �, [,C� EX�Ulilkl'171 (SEE SCHEDULE ON (;;iz��Y';: I - --­.-­i­-­--j mmmi�\,' "ii\ i ; " w- mommem S14EETS 9 THROUGH 10) SHEETS 9 TNROUGR 2 1/8- LONG MO. ALUMINUM 6F �� 11 OF WALL 0 SLAR , , 11\\1 COW SPACERS 0 O,C� VAUD FOR REOUIRED OMON) =" I A14, ALL DESIGN AND PANEL i � 6�liii-RLCZR ------ EXISTING POURED CONCR � LENGTHS PER SHEET 3. IFS / � OR CONCRETE BLOCK -- � REOUCRED- (,StE Nm,un,w- L REOUIRED. * I" Mo. LONG ALUMINUM SPACERS 0 --_. t2 IIV O.0 TABLE 01 ON Ji THROUGH I SHEETS 0) ,(SEE SHEETS 9 &- 0.) CEILING Ajjj WALL. MOUNTINQ /QIRQjjM W/SPACERS (9) Oft G3MMOUNJING BUILD- UT MOVINTING 5EFICEON 5 SCALE 3/1". SCALP 3/8-1, SCALE VS-1- ,EHH4II`NtJ% 0,00. 1 4 K ... �... �N /, 111P.-C, IN .' �r -.1 \� se%!� 'k FLORIDA BUILDING CODE (Non High Velocity Hu iconit Zone) z * . 0. 44167 1. S 441= TILTEGO, - F.I.. = -' 24 GAGE GALVANIZED STEEL STORM PANEL DR" EA; = * .., * I * -B OTE MR COMBINATION OF' SECTIONS = � � m/n/mm E.D. -( EDGE DISTANCE % -&-.. STATE OP------J�4;9�1 GLOBAL PROTECTION PRODUCTS, LLC. SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE * 4-M �L. 41130 &W. A STREET - SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY �... .10 OW& I'L 3334 J-1.75] INSTALLATION. - I- mg;-:11S MCI= Ad PHONE, (WXO-M41� M (04)639-8717 _ _ ILIUM iti. ....'... - � UI - - � �! CA-0001710 - m- - , 2! -.0 A TAJO " , m - ,! 0 '! . I. I FLORIDA Ual I 41 wpX . . 11 FF 91 . I I I .2 I I INSIALLATION DEIAILS FOR SERIES 2009 it 1099 E-Z HANG ST9RM EANEL INTO EXISTINQ W09D 5TRUgTURES � - � - -- . / 1/4"JI LAC SCREWS a V D.C. W/ . - - - - I I 1/2' MI,, THREADED PMTRATTOI 11 �r�/ I ; - = 2',C WOW '- ' ' 'I ;/4-0 tAC SCREWS 0 6- OZ- W/ ,1 -TC , HI , EXISTING WOOD HIADER- "-4 � RAT IV REWIRED ;/4'0 LAC SCREWS 0 ir 01C, W/ I/Z- ma, THREADED PDSEWT)m 11 I �, c � ON EDGE 1/2- ir- THREADED PERETRAIM / .� -10 DOSTING WOOD WADER. I \ f 4 � 1 --- @ L #U.1' SM,5, , , ; , WADER �:�t� i I ", ! ,I / , , , I : . Am , MS. I III 111 EA Mo OF (D \ I ; - & EA. END Of / /�` - I I ­(9) @ 3 . . � , � rK WN(I � 11 1 ) � � I i , 11 1/.--2W/4" Tft% , � ,4, - . . LAG SCRIONS a e OZ. W/ / f . C.,L #IIA!, &M-',;,i @ , I ­� � , 1 1/2 w,. THREADED POIETRANOM I 4 - END I � is I (SEE MAL 1/24 A I FZIP I To ExmTARG .am HEADER " "J", -EE orl� 112,I & i I 3 LI TA .1 C" J14.1- SALK . I � , OF EVERY 0 0 EA. Do OF 0 / �7 11 ,-I WOW WADER I I ,�= POP RNEI I I I - - (SEE ir & i REQUIRED I NOTE A= -- - L -.--- AoGG ER REWIRED I ­01 - I � 2 oller WWL Z(A'­2413/4* � 4 . a- A. - SUAIRAI)ON - j . Saimn) - I 2 II/Ir w, to CASIL 'S'.w/ . AE' N 32' 1 7/6 OW2 I, - - SEPARATION - 1 5 Waw a U Ir OC� I TO CLASS. i�� EVERY OVERLAP I- 2 7/4' � i � - SEPARATION- I ; -- ,--- -"- 11 4i 1 Y410-200/4� - TO MASS. I IJ4`-2OcI/.- 1 1 - � i - - I 9 2 9ps - M�. . vp ?11/ N@ I ­­ - - - SEPARATION - WXI 1. %% 5 I Lon/ I I �l TO CLASS. 1 r"MY wobip a I I VARY OVERLAP I P I .9 I I N@ I -A,- - � . I OE] 1 , 1 4 I - - I 19 4 4 f :- , :, I I! I - - 19 i I" � I .1 ` " . - ." -4 . " . 1 § 0 . -f I I i t3 I, R. I 1 , * , I I �-, i - -L- :9 11 - I . I I P / @ Fl I I 1 '4 .M.1 I I � N . " -, �F'/;2 i EE I , 1 I,� .1 I . - - -1 b i -1, .51 ; i� . - - (2-.Y M I .1 T �, 1 i C 0. I. I -\ I -I ,- I � I .-- .1 6 .3 I ­­1 $ 1 ­4 �F-"-=tun/ RD Cwft I �--J t I I a 94NI­2w/4- M.51 i 2 ,4 i'" I , I i -w MOW) 1. ,2L8:,W,L THREADED - I I - LT Iffr i \ IT" 12 1/2- a C. I i I �� ,1% ,,.r2* WING I t/4-&.LAG SCREWS 9 6- O.C, L - . 8F � ii - �-Iw/,. i THREADED MrDUWD. Llulull 1, T5 1 N I Y, " so THI (SET I q,;H., FIAT OR ON RE" - 14-04Y I . MORE fA allW Zn, Oi I AT 11,,2f* & w" / , v",e.-"'/, �� 1i ,,, ;a-204/4' MJ& W/ 7/4%3/32' � i _,. PVI . / W , Cam. mur 4 121 oc. MAI. MIMMON A - IHw ( WITE ,A BELOW) 1000 11 11 .w SCREWS 0 -;* ox� w, 1 410 ift 4 - INSIALLAIM � 1/11� W. TH",M)EO1E*VM-TUMR41XW (2 . A. 1 21 mill �= WIL ROW I W61 MOUB N.- 'v"`CtV;A EDGE M ALTERMYE 2"W - � --1 -1- RED M OF PLATE SCALE 1/4,.I* 11 - M41. 2,x4,* WOOD T OR ON EDGE / I 1, I\ PLATE PEOUVRED FIAT I I , - I ALTERN&M I "W ­�'­ - , , SCALE 1/4'.i* , i �� \,, . NQ I i BUILN�IAUATV MO= I R I , &jj�MUINTING ALTERUJIVE 4N I. INSTALLATIONS ARE MY VAUD FOR BU- T ALS.D. DESIGN LOADS I AJHJtIHI#, SCALE 1/4--t- LIP TO .86-0. -75-3 W AM PANELS L04M UP TO 51-101� RNATIVE YAW 2. FOR NEW WOOD =p ESE �,, ,,"-,g�K. 1L/?--& SCALE 1/4-- J� DOM WOOD MEMBERS To BE SOVIRERN I 'k, "'� 1� . L'. 'Il, . - ­. _ i PINE Ra, 2. A/ 0.55 OR POUAL � AVI I I ,::K--,\�CEN,q6-'%. 1p I ,-, . I Z, .. . �i FLORIDA BUILDING CODE ()High Velocity Hu cone Zone) 11 - ' B : No. ,16T '. S e2m "ATEM m F11- = *: 20 GAGE GALVANIZED STEEL STORM PANEL SIDE ]COICK , ON a I I **i 00,001Y I .:iM- - ,� STAT OF � - 1000 OR FW .T;K. W-2F - ..., I WELL M a Ar.L= - I =8ADER - - ow.. - C DOE. j VA"TIVE TOP HEADER Ok � ;; ASIA) S.W. 51 STREET ' S ­ -, x , � n"�- -X - Ic. - MA, I= 4AMM . 0- ,,AWL. ")M-750, to! (GSARAII-Am 20-176 mmou %�-P---�."to GLOBAL PROTECTION PRODUCTS, LLC. """' -MAW;�wl­ z BOTTOM MOUNTAIN CAN BE COMBINED N Am .� - � ",;,�/:��-� .1-0ZLI DAVE, H­ =14 WAY 10 -10 "'ZI ... ION, IE �Lo / zow-1 ­00RIA"_1 .1 It . - 1��'. -- i - i - SUIT ANY UWAULAIVON, SCALP 1/4 . I* Ait,, 0% " (A-010410 DR." W I - - I MOT : SHUTTER TRACKS 'NOT SHOWN FOR CLAIM Sul/smNatum/wE !m I -AAA - - - - Sim 2K w 26 . - . . A A= m �0- wp-E­ i I f -9 . 1 , I P-1 I-ii"E0,1499�1,14L,lolmf :!::.�J,:711::��j -­ - - MAXIMUM PANEL LENGTH ILI' OR -L-' (ft.) 0 mwmm A.S'D. DESIGN PRESSURE RATING (P...,L) (+or-) CONCRETE & VIODID INSTALLATIONS t ---T��L- � 200 F2*-O* 121-0" 25.0 121-01 Il'-8* 3110 I I ,-a* 70*-9* I lao lo�yvl to'­Ir 1 4" 10'-t' 9�4, 45.0 9*-6* ,,-,. 9-1 A 4 lao 8�7, J�O* Bata $---I-- r-2- - ft a - -- -- 11-, 70.0 ---!L-:- 7'­0' 7*-C* 7" r-5, I 61-10, I Sao 7+-.1- 1 0-7- I 0.0 71-0* 6,-5' 90.0 ii,-Jr d1-2- 95 0 6�9, 61--ol 100.0 $'-S* 51-rI*_. roac V-3, 5� * 11010 - I, 7- �, I?" -- - 5*-6' fl-9 I I Ig.6 I - , 5*-5- Ww" - DIR19I kM11rJM Al EACH OR D.M.,(�),(j��, MAXIMUM PANEL CE-NOTH (i). @ - E *L+" OR "L-" (ft.) a ummum ALSO. DESIGN PRESSURE PATM ("A') (+ . -) CONCRETE & WOOD INSTALLATIONS t I 204 14'-#* 13�0'-- Z%O -- Ir-10" I F,-7* 71,-r IW-7" 1 -----:no J!LQ - 10�101 - 9'-J� - 4ao 91-61 9*-2*_ _ 45.0 *,-I, 8�r Sao 8*-7' 81-21 1110 91-r 71-91 , -i-0- --� -3 -­�O S&O ?*-4, 1-2- 7010 7'-s* 51-17, I nO_ ?'-2* 6,--q-*-- Sao r.,D. W-V - Mo I-D, - 61-J, 90.0 V-0, 6,- r 6,-?. 5,-Fo* ­-±&O 700.0 W-,3- 31-7, Imo 6�j' 5-f- I I too - 1 5�1, I I ris-0 - it 11,� I 119.6 - , J,0q MINIMUM SEPARATION TO GLASS SCHEDULE MAXIMUM PANEL LENGTH WING SPEED A; 170 ..V.h WIND WEED > T70 ..p.h -- - (111) WOMRW401 RESTRAINED UNRIESTRAINED1 RESI%AJRM 30 OR LESS I' I I- or, a 1 >33 To go 1. I I- . 7 1/2- 7 1/2' . - >90 TO 145 1. _ I I* 7 Ilr 7 1/2' F� - - 7 1/2' 1 MINIMUM PANEL LENGTH tin) FOR A GIVEN MOUNTING CONDITION TOP DIRECT 1. "U, 1.6'XI's' STUD .r 8LIO-OUT 'r TRACK ANGUE I " I. T= MOUNT WADER READER ANOLE TRACK BOTTOM ML .= - DIRECT MOUNT 441" 32' ". w w so, t -50' 7W 1z'xi.6' STUD ANGLE '. 1. 1. 32' 42' 38 . 1. -9 *r TRACK SE. '. 1. 1. - 60 . � -9 ME 5 E w '. 1. w 1� -;67- (T, 1 50- 1 32- i I I . 1/4, 3/4, 4/5, 5/5 & 6/5 + 2/4 IW/6. 2W/S. 3W/7 & 4W/7 r MAX ANCHORS (SEE SCHEDULE ON 1* tw , --- ­- SHEETS 9. 10 &II) -- ----,J: MAX_ 1. I AMN� , , 7 -:Z- - - T I 0 / / I 0 6 �1-71011 7� /-r--jr-i-7-r--r-7--T-r-r T �m -",--- - I ­---LL[L _I[.+_ ;1 , ­ BOLTED PA14ELS W/ 1/40-20xl" i -9-.S. US. SOLT W/ (9 0 Ek OVERLAP [ (SCIE SECTIONS AS APPLICASM I I j [ 1 �,Al - I 1--.1, J L- I i .� . 11 I - I --------, � I I � I I D. M.. (�), @, I � 1 1 - ,�I.,L-]-&-L �-.�-�W�;- LzL4-*LL-kj � @.r(g ,-"a -­4 � L* L-- -i F31 MAX I" MOL +1/4, 3/4. 4/5, 1�5 i /� I' MIN. 1 +2/4 W/6, 2W/6, 3W/7 & 4W/7 I -----.CM" (SEE SCHEDULE ON SHEETS 9. 10 &iI)­­------------' REQULAR SIQRM PANEL (11) ELEVATION 1/4- MAA, W Z687, NITIS. (MIAL GVERUAP _I WHICLE VALM -7- IN �f - - - . I L SECTION- A -A -�D N.T.S. . . molm. (1) L�. MAXIMUM ALLOWABLE PANEL LENGTH FOR A OVER POSITIVE ALSa DES" LOAD. L­ VAX ALLOWABLE PANEL LOGIN FOR A GIVEN NEGAVVE ASLO, OEM LOAD. (2) PROCEDURE To DETERMINE MAXIMUM PANEL UENGft GIVEN A POSITIVE A.SA DESIGN LOAD, M� WKINIUM PANEL LENGTH *L-* FROM SCH MEN ===2E=��� LENGTH - FROMM FINAL DETERMINED PANEL I BETWEEN 1­' Am 'L-". (3) SEE SO4MULE MOW FOR MIN. PANEL LOOM FOR POROSITY OUALIFICATION. . 01STAILLATIONS INTO WOOD ARE IN= TO * 95 P.&f. MAX. ALSO. DESIGN PRESSURE RATING 10 & 11 FOR VAX. A.S.O. DESIGN LOADS & MAIL PANEL LENWHP F09 VMS! SPACER 64 IS USED, : : ". -441167 I emo IxTro% JAI, 24 GAGE GALVANIZED STEEL STORM PANEL FA * . I � . - j * .*- � ' DAwN In. v7m/loa 1pl.'.. rATE OF � --�� �4�;7-, z �-- �­ �- GLOBAL PROTECTION PRODUCTS, LLC. WE. , %% ,Cq - . 0 R I D 1, '. J11- -�A , �,�� 4800 S.N. 51 st"Ert DOM. n. =1 *(W)M�.m - . - - _ . * -:%, A, ggaji�E 20 -175 , �-iW' W; .,,4' - . . �. OF. _= PmOM, ")�7VA rAk aeaeia`� , ­f ;-_ I - -I - I - CA-awslis ; I i - - FM91 i i 1 -1-- , , "' � � wm= A. ".Lrr A,. P4. F10114, I I 17- - - -- INSIALLATION DEMU EQR REGULAR PANEL d � INTO W-012 . SIRUCIURES �, - I- ------t---- --,�--- --` mil , -, � � ! -7� -A� --- SePARADON 3� --�i -V/, t - 1-;,T � -, -\ , " u i �� I 11 M­ � /I '---�L �1- WOOD ANCHORS I ---, -I-- I'll 11 (SEE SO4EDULE � " �i� - "TSEP SCHEDULE ON 1­ � /"w-,Nki* r- TO) GLASS. ---. i Ij4`-IKW7- � . I , ":�< III - I �, , I , ON SHEET 3) 1 / � ,->,-' , . HE I 1 - � �-4) --k.vmpw SHEET 11) -,� � i . I'm- 0.c. , Or ,I)SOL's � , -I- A , --: . 11 -11" - - I --� i� , - - I - - -- - ­1 ) /L / A lit 1- 11 i =%rI.-C ! �, . � % mox. � I � , / "I I --- -- -I I --v , \ , a PANEL LENGTH \ " WOW HEADER ­6z\ , i . � I REDWRED- . w WOOD ANCHORS I -��,- 211. / � - I -21� ; (SEE SCHEDULE -\ / t " , . , - i , " �, , , .1 I (SEE SCHEDULE ON , ,. c : 1--- � I ON SHEET IWOR , . I , / / I I I I 1/4- I SPACER SHEET 11) am4m = i -9 so � i's NO W, I A OM M 0 i - IV 1� -SPACER_ 1�� i ;� d M I ­01 or � - ­J !1 �, ,,I' - -7 I I ! - 7 LEW MAIL � �,- I H � --f­-------, WOOD EQE8- ­�- I .1 I . I i I , � EO - ; � I �`�"', i REQUIRED � I ��', I � � I �// \ &, 11 i I " ,/ F- : ) i -, 'I i I I , � / � , , a I t , 111 I � / 1 Cc � ,� it- -�D I z � , , . I � I i[��. ., �"�, ,,�­ i �- � I L,@,' .. LONG 'ALMMUSPACM 0'12 1/2- : � - i i 11 1 � Lj!uu OLC. (SEE TABLE #1 ON SROET ILI I I Afi�` i i SEE NOTE - BELOW FOR LIMITATIONS FOR 1 i I i �: I U � i : -0 I., I SEPARATION I 1 , . MAX. I MAX. 1� i �il � " 1/2' LONG SLM%% 1, '� PANEL LENIM I i PANEL LENGTH " � I t-(.T.:o r4au -- : (SEE SCHEDULE 1 � I " � (SEE SCMDULF I I � i i I I PANEL MATE FEMALE 10 OR PANEL MATE It ON SHEET �) ON SH 3) I_-- -- -�----- ­­ I I- ON SHEET 3) " - I � 1� -- i � I , , PLUS (SEE SCHEDULE ON SHEET 11) F I I. I ­ ... � ­­ ,/,,�r " f � SLS n WA ------ - , I I , - - ­0.1, � [,­­ ... -4-, - - ­ � � -1 I i , _9 , - MIT, I - 1 p , , - - - � I I ­ - I , -W, � I i EXISTING V2 , mr I v I 1, I um. Dot � TO GLASS, 2".4* WOOD .,-O, � 1 11,61-4 ... ­ ----------,--) i GLASS SEE SCHEDULE- LATE AEOUIRED GLASS -A i i i ---(D I k� 1 ON! � " � AOUNT WZSPAC L ;, * i I -1 jj v- - --v - -- --� r � 1 ,- -- 5" I SCALE 3/8-l' ; I 1 I- -(a) : I 1. I I I I SEE TABLE #1 ON SHEET I FOR MAX. PANEL LENGTHS & Ed, i � I � . ­ ,� 0 T2 1/2� D.C. MM A.S.0 DESIGN LOADS FOR THIS INSTALLATION. I I OF V y " . I I WAX, ; I � Ili 1 1 1 � � p = : -@ � ! -- �� -" �� �-- - I . :, I C ; i Eb 11 --­----1 �,-­.,�.;3 12 1/2' O� ��� F7 iv I'i' 0 � L­ --- I I -1 H ­ , P t I , PE,�\ �-, I � - - - t: i i ,, r I 11 U I --� -- . . ** N= E� "� , -1-- ,�i � 11 i , � � � -- � � - Ll - ----­-­--i----j 1�t STAGGERED STU I I " 1 i ! i 1 ,�- W/ D I I . I � I � i L- -­­1 I 11 11 � I , - (SEE SCHEDULE ON SPAM W, WAY BE I Ile L04 IF; I �f-, � � � - i ,� ' ' - - I SHEET 71) (1) 14UUIMDN 0 LAMM TO A ONE SIORY WLWM WITH W-0- � ­rJ4 I *X= \ 1 r � 1 � 1 I" ANDIN WOW ANY " I " ' � � ji 27.4' WOOD . I : I i I I. � � i , i � 1! i ! � i ouuwa HUGHT ::;:Vk� "rS AT=T PLATE REOUI D ­I� - , . I , WOOD ANCHORS ' 1 ,� - , - To - IMMOVED 1_- � WOOD I i � � y " - I I STAOGWED W/ !g�o I ,';- im K RIDUCED TO I - � ­ � W0:W4 @A M�MPAWI­ WAADE: FEMA RD 00 �:I, ED (2) t:r LE I - iL- ,4� ­ PLair (SEE SCHEDULE R,AIAAMAG CaA=4 I , REOUIR SNO� PURA I 1 L,-,, t %:7143 AWS - a i/41mir-04 .:1 1-1, , � 1, 1 ',� j I ! .1 SHEET I 1) PHIS IS A RIESTAKITION FROM t2 Ilr OLC� SPACING 10 ARM 0 1 � � I , (1) W 1 � � L- � , WARD 0931014 PRESSURE I , -ft "A � i , � , I +ft (3) MAX 24 GAGE PANEL LEAKITH 15 UMM 10 W AT ANY CM" " I-, ­L� .-, U I "W"U'a "" MO 5 A OCOOMN FROM LARGER PAM! LENGTHS M,UAMTI ON \�- jj%CT MOUNT smarmitz, SIM 11). w Wm" STORM PANEL LENGTH 6 WALL MQUNNI 1 ml 2 (11 4j2L1W14=OcW`,*,W I" S=M91 MAI MC*lm IN 6 WALL MOUNTING (3) troem PANEL mgm;xm m ONLY SCMX 3/8-11 . or Ir to. "S ONLY EM-NATIVE 1W INTO Am rmm WOOD FRAME WALL MO FW WHO ZONES 1, 2 AM 3 AS OUTRIED BY AM E-1211 MMMM AND THE 2= (7e, EDITION) OF THE FLORIDA SCALE 3/8-1 * (4) m6w4mm VALAD ONLY MR wwo BUILDING CME I � ZOM 1. 2 A 3 PER ASTIA E ION -ID& �/� HIN, I ,,15�5: -�/�. ", NOTES: . x . 1-\Cllli�%!!�wk FLORIDA BUILDING CODE (Non High Velocity H cam Zone) / NOTE FOR COMENUMN OF SEOON : 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. .1 am 11010% W- " = No. 44167 '. 1 24 GAGE GALVANIZED STEEL STORM PANEL = DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS =*: . Givam W, : - TOP & 80TTOM WIGUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = I * .*E I . c 47/27/20:11 , COMBINED IN ANY WAY TO SUIT AW ALTERNATE 2W) S-0, STA � GLOBAL PROTECTION PRODUCTS, LLC. ME. 'Ri z �.. INSTALLATION, %:pc ��, - . 'i (), O� 48M S.W. 51 STRIEU - , .M. ;;�� $� -- 2. FORNEW WOOD FRAME CONSTRUC-nON: WOOD � - . CA, CAME. FL 333II 20-175 %I -m�.= ��i i� - " - wm­�, ;xt. (W)smi-aw UEM'1,TEy".T,OD8E SOUTHERN PINE No 2, W/ SPECIFIC 4 . - or� ft, I DEWS .55 OR EOUAL- -1110millivailtyxNAIUMIOAR: OA�aatrt,# P., W-1 m NEI �- 1;. %ALTOR A- Th= �, 1, I ­ ­- - 17 - ima 0 or ut I . f4m It- I i4, A I I I . I I - I - I I GUE&L NQm " x-9---­Q.%1-MIH.� 'C' F1'/r'1pFTAPCON �M�Iag�� .M�� DOW"OU-9ENT (P.E-D�) HAS SEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE ANCHORS, AS MANUFACTURED BY LT.W BUtUDEX, INC WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - JJ14-10 PANELMATE FEMALE to AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY IWO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (ULAM-DADE / BROMARD COUNTIES). - 1/4-0 LAG SCREWS PER N -S. DESIGN WIND LOADS SK41 BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED COOE� FOR A BASIC WIND - 7/16*0 x 5/8* WOOD MHONG. AS DISTRIBUTED BY AL.L PO4NT SCREW, BOLT & SPECIALTY CO. SPEED As REQUIRED BY THE JURISOICTION WREF,M STORM PANEL WILL BE INSTALLED. AM FOR A DWXC,IONkITY FACTOR KC-0-85, USING ASCE 7-16 AND SHALL NO EXCEED THE MAAMUU (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C�j) MINIMUM THREADED PENERRATIGN INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PANELMATE PLUS 3. 9 THRIJ 12 & 17. 18, AND PARaMAUE FEMALE tM &TAILATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REMM, TO &&D. DESIGN PRESSURE RATING BY MULTIPLY04G THEM BY 0.6 IN ORDER TO COMPARE THESE W/ JIM (A -SO.) CI) MINIMUM THREADED PENETRATION Or LAC SCREW. INTO 714E WOOD FRAME UNIT SHALL BE 1 1/2-. NO THIREADED DES" PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 & 77. 10' PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUIRED THREADED PENETRATION. IN ORDER To VERIFY THAT ANCHORS ON T OVER STRESSED, A 33% INCREASE AM AU.OWASLE STRESS FOR WIND LOADS WAS J= USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C,Z) MINIMUM EDGE DISTANCE Or LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING ACCORDANCE WITH WDS. 2018, STORM PANEL's ADEquocy FOR &PACT AND WIND RESISTANCE HAS SEEN VERIFIED IN ACCORDANCE WITH SECT" 1600.1,2 OF CA) MINIMUM PENETRATION OF WODD BUSHING SHALL BE 5/8-, 1/4 - 1­20 SCREWS USED SHiALL BE 1 1/2' LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN 7E LAS OF SOUTH FLORIDA REPORTS #0514,01-01 AND #0219.02--09, AS SHOULD STUCCO EXIST. AND 1" MINIMUM FOR WALLS WITH NO STUCCO. PER SSTD 12-90 & ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT #1123-01-10 AS PER TAS-201 AND TAS-203 PROTOCOLS, AND AS MR CALCULATIONS PERFORMED IN ACCORDANCE W1 SECTION 160* Q, - CS) IN CASE THAT PRECAST STORE, OR PRECAST CONCRETE PANELS, STUCCO OR WOW 00AAOS BE FOUND ON THE EXISTING FLORIDA BUILDING CODE. WALL, ANCHORS SKI" BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C.1), C.2) & CA) 2. ALL ALUMINUM EXTRUSIONS TO HE 6063-Tit ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL HE INSIAILED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF )RE ANCHOR'S MANUFACTURER 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL PAVE 3105-1114 ALLOY. 8. PANELS MAY ALSO BE INSTALLED HOPIZONTAILLY FaLLOVANG INSTALLATION DETAILS 94OWN ON SECTION I THROUGH 0 (SHEETS 4 4� ALL STML SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASIM A-03 GRAM 80 MINIMUM, C-60 GALVANIZED MROUGH 6) EXCEPT THAT HEACERSO &O SHALL NOT RE USM STEEL DFSWnON WIPY. 912 W (AMR ROLLO). 9. IT SHALL BE THE RESPONS48ILM OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or TIHE STRUCTURE MERE SHUTTER 15 T BE ATTACHED TO INSURE PROPER ANCHORAGE. IHM SHUTTER SHALL ONLY BE ATTACHED TO COWRETF- BLOCK OR WOW FRAME 5. ALL SCREM TO BE STAINLESS STEEL W4 OR 3t6 AISI SERIES OR CORROSION RESSMIT COMIED CARBON STEEL AS PER DIN BUILDINGS. 5CO;8 W/ 50 KAI YIELD STRENGTH AND 90 IAN, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 241 �3.14. to. EACH REGULAR STORM PANEL WITH LENGTHS OVER 00-, AS PER SECTIONS 1. 2, 4, 5, 6 AND ALTERNATIVES IW. 3W & AIN ON SHEETS 4, 5, 6 & 7 RESPECTIVELY; SHALL HAWE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO 6 SOLTS TO BE ASrM A-307 GALVANIZED SIM- OR AS 304 SERIES STAINLESS SDEEL� WITH 36 k. MINIMUM YIELD STRENIGM. SECURE PANELS WITH APPLICABLE IREINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7� ANCHORS TO WALL SHALL BE AS FOLLOWS, 11. T14E INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. (A) MJXF]q���: - 1/4 A, - -1-5 � MANUFACTURED BY I.T.W. BUILDEX, INC (Min. V-3192 ".I.) 12. STOW PAM! INSTALIATIONI S'ALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS 0 . 7/8" CALX--IN ANCHORS, AS MANUFACTURED By DEWALT -' PROVIDED BY THE JURISDICTION WHERE PERMIT 6 APPLIED TO. : T/4" /4-0 . 3/4- SGUG-SET ANCHORS. AS DISTRIBUTED By ALL POINT SCREW. BOLT & SPECIALTY CO. (a) THIS PRODUCT EVALUATION DOCUMENT (RE-0.) PREPARED BY THIS ENGINEER IS MERIC AND DOES NOT PROVIDE INFORMATION 13. Nfifl. r­3ODD P.5J.) - 014-10 PANELMALTE FEMALE 10 & PANELMA7E PLUS ANCHORS, AS MANUFACTURED BY FLOO CONSMICITON PRODUCTS. FOR A SITE SPECIFIC PROJECT. - WHERE THE SITE CONDITIONS DEVIATE FROM 714E PP,O� - 1/4-0 ZAMAC NAIUN ANCHORS. AS MANUFACTURED BY DEWALT. INC (b) CONTRACTOR TO BE SESPCNSIELE FOR THE SELECTION. PURCHASE AND INSTALLATION W=DM LIFE SAFETY Of TIHIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4"; 2' FOR ELCO PANELUATE AND CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBUTY. 1 .3/4- FOR ZAMAC HARLIN AN040M (.) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAU0 IF MODIFIED, A.Z) CALK-N & SDUO-SEt ANCHORS SHALL BE EMBEDDED 7/6' OVIO THE POURED CONCRETE- NO EMBEDMENT INTO STUCCO SMALL BE PERMITTED, 1/4* 0-20 SCAM USED SHALL BE 1 t/2' LONG MINIMUM SUCKILD STUCCO EXIST, (d) SITE SPECIFIC PROJECTS SHAILL OF PRVaARED BY A FLORIDA RMSTIERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/o HEAD. ENGINEER or RECORD (EOA,) FOR THE PROJECT AND WHO WTLL BE RESPONSIBLE FOR THE BUT WITH WING NUTS, PROPER USE OF THE P-E�O. PARARPER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P E.D. ENGINEER, SHALL SUBMIT TO T14S LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. X3) IN CASE THAT PRECAST SIONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD GONADS BE FOUND ON THE EXI"C WALL OR FLOOR, ANCKOIRS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (.) THM REO SHALL OEM 1NE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSMIAL ANCHORAGE SMALL BE AS MENTIONED IN A61) AND IN &2). ENGINEER bf� RECORD THAT PREPARED R. (a) TQ-EmqmftQ&pwj= 14. SHUTTER 644NUFACRIFIER'S LIBEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4- # TAPCON ANCHORS AS MANUFACTURED By 1. L W. BUILDEX 11`10� PANEL SHUTTER IN ACCORDANCE WITH SECMN 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709,9.3 OF IKE - 1/4' 0 x 7/8' CAUK-IN ANCHORS, AS MANUFACTIURE'D BY DEWALT, INC. FLORIDA BUILDING CODE. - 1/4'0 x 3/4' SOUD-SCT ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. SOLT & SPECIALTY CO, - 014-10 PANIELMATE FEMALE rD AND PANEUkATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRIXTION 1:011111" HOW � " - i/4- 0 ZAMAC NALIN ANCHORS. AS MANUFACTURED BY DEWALT. INC. ,I i - - . �:.��Zz 17 Le" /1� `N,�, 9.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAC ALAILIN ANCHOR. INTO THE YAAA��&E`\�GEN .�� FLORIDA BUILDING CODE (Non High Velocity H lcone Zon _ BLOCK UNIT SHALL BE 1 1/4'. z .; '. I emm,, mmv. - 24 GAGE GALVANIZED SIEEL STORM PANEL 11. . cf. 9" 8.2) CALK -IN & SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK LIMIT. NO N644 67 = , STUCC SHALL BE PERUITTEDL 1/4* 0­20 SCREWS USED SHALL BE 1 1/2' LORD MINIMUM SHOULD - EXIST. * - - -- '-� AND i2 MINIMUM FOR WALLS WITH NO SRICGO. %I.*. STATE F ,' - .--- - GLOBAL PROTECTION PRODUCTS, ULC. '. Z�- �-- - . .. - ' I, ,,, ., , - - --�-- ANXI Gw� 5, SnMU * 'ZORI .-' - B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE Fou-W I =-1074* ==-XV - VAM I U31A 20-175 EXISTING WNA, SHALL SE LONG ENOUGH TO REACH THE MAIN SIR UCTURE BEHIND SUCH , ` . Vam -1- - I PAV ­0 M+W, 054ROS-74Hk 'AA'. (56#060-M7 ANCHORS , ,�, � 7&� ­­ ANCHORAGE SHALL BE AS MENTIONED IN B,I) AND IN EL2). GRANIMI - q"N6�x� " CA,�Ilg klinin A, "' "4""I"E"O", w1n, I Jr. Px, , I � ,It �N SP ��- I I% um I wit -- - am tri - I INSTALLAIION DETAILS FOR REQULAR PANEL n1 INTO P URED CQNCREJE OR CONCRETE BLOCK STRUOURES ­QISTING POURED CONCRETE ­PWITING POURED CONMETE OR CONCRETE BLOCK OR CONCRETE BLOCK REOUIRED, 11 RILULAREM , (SEE SCHEDULE ON-- , (SEE SolauttAx: ON- - EXISTING POURED SHEETS 0 THROUGH 10) -11(D2 SHEETS 9 THROUGH ,a) F -4) COACREIP OR , i CONCRETE SI,Og L, ­(�) T/4-I-INAl- ;VEX Won IMILTS I/2* ; li r- ­ � REQUIRED. i � 'IS /4' 1/4^ 0 0 1/4. Ixt tj I - - vAA­­­­.--I I MAX ­­­­-­­---­ CONCIRETI ANCHORS � --,--,---I � (SEE SCHEDULE ON � . I I 1 U�04 1. I i CIDt Emb z SHEETS 9 7HR0 i i I I �, - i � : EQ',' � I 1 � z � z : i , mm 1 1 I 10 i -�� --- -(a) : I I i I I . i I 1/4-.-20,1- = 1/4-�Izw - . L-- . r - .111, I - I'mu w S.S. 130LIS I C-P.- i I I SEPARATION i SKI ff SEP ION CA. I : I i t- - TO CLASS. ,---.- I =4=141) -A 'to GLASS. 11 i =-%r1--1) - �� I . MULE � I ! i -- - -­ a I-- -- - - . (SEE SCHEDULE I ----- - -1 - --I AIL =GTH n ON SHUT I � amsd ON SHEET 3) � P 3) 1 1 .L. i SEPAPAT04 i I , �141, Mac � (SEE SCHED a . v kk.� TO CLASS. I PANEL LENGTH i ; ON SH . PET UL)E It 4EL LENGTH (SEE SCHEDULE - I [SEE SCHEDULE - ­- - -- � ---Y----- . - A (SEC Satmxkc I CONCRETE ANICHORS, L--- - ­­­ -4,­­ - � lr---,- I ON SHEET 3) ON SHEET 3) - - . ( i 0 � - -- � I imm= '4 i --T . It i � I I � si6x F 'C k , i i 2%rap!4 1 ­@ OF i 74 ,, I MAX. 1 5ox 2-1ril ; I . I ­- ­K--2nLP � I OF IL" � 7 0i z ­(�) 1P. ­� � 't smy. . '/' - i I MAX ! " i /) , I I i � I tQ1 i i � VIlIlrIIlIllyll, i I iI � E. 1,;7 I d . I I i - I- .-I � � M, , r EJ). t I i -1--, ,., -I i �L­ ­- I T I I � I I I 1/2' . i - ---- -- @ � I I-_ -4m - JADURI t ' i I-- --I , 1 0 12 I/Z- O,C. � M. OR -k2 (AS APPLICABLE) 1 1 1 � I I i ! a _14'. CONCRETE BLOCK � 0= WASHER HIAO UK So" 0A I- I ; i CONCRETE ANCHORS ---- - I ­ 1/4--m'. At .. W/ MIT REQUIRED. . -­.­---­1---------j (SEE SCHEDULE ON I ­­j I @� -- � - 94EM 9 THROUGH 10) � : M, 7 " * 12 ,/:r O.m I I ONLY WHEN SOLID �, - mi L ; CAUK-IN ANCHORS -00=. - ARE USED & W, WHEN L- ExESTING POURED CONCRETE -(�) Za -OR CONCRETE BLOCK � FANEUMIATM ALTERNATE coHmm-, LgscmG POURED cotiutm- CONCRETE ANCHORS-, ARE USED, REQUIRED- ANCHORS 0, CONCRETE BLOM REQUIRED. STAGGERED W/ STUD (SK SCHEDULE ON (SM SO4MULE ON SHEETS 9 THROUGH 10) SHEETS 0 THROUGH 10) JUILQ-QUT MqUNjINrx WA" - MQUKING WALL MOUNTING I DIRECT MOUHT SECTION 2 3 -I* SCALE 3/6-1- W%, 0 � "'ttitt"NOINN4 A" tj.�. A: TI§N I .,.. .. ...' . C., -, . EN .. . . I . FLORIDA BUILDING CODE (Non High Velocity Hu one Zone). . - . 4magic WTEM INC, F� I : 0.44167 ` I 24 GAGE GALVANIZED STEEL STORM PANEL 01404,11Y., OF SECTIONS: EE*: 90wham z '. * I 07127/20W ED. - EDGE DISTANCE t I.% STATE OF!�<2�4201�-- ;_ GLOBAL PROTECTION PRODUCTS, U.C. - cATE. (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE ,� -- MOD SX. 51 STREET it, ��,- - ,it RO'... MR: FL =,. SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY . 20 -175 . . . . -)i .--, �. .1. . -Z. - � PaA)­ (1144)600-7545� FAA, (1154)GES-SM = INSTALLATION, -�011 ORAWNG ft I CA-00011712 -.1 - I - - .., ­ ., '. I A I � � - UAL I - I I - INSTALLABON QUAILS FOR REGULAR PANEL (1) INIQ WOOD 1 - �;/7-�-177 / 17 ./ I / � 4'.B* (Mlm) EKISZ�C I , / , - - ALTERNATE LEG /-I �1-1'OCATION BJEAM KOUIRED. " 1 11 / I/ / ADEQUACY OF EXISTING WOW / .,T`­--�,11 77� �1 1: / - / - ' CERTIFIED By ­'ka E . , �. REGISTERED ENGINEER OR ./ t, / - I � I / / -- - -- -:; / --@ ARCHITECT" PRIOR TO . / Ii --_ INSTALLATION. I WOOD ANCHORS . / GULF ON ---- � ALTERNATE WOOD ANCHORS / (SEE 504EDULE ON r- .I- � ­.-i I, - I,(-,- - - HEAD \ I i� , I O_ � ----PW IJT�� M SVWJc OR il. -HIM it) � 1 S14M I 1) i - " 1/2' "I - ­w III 12 I QLt / ry. 1 � � � , � , . " -� i 1/4" I -I mokx� --T--------1 1 . - \ , . , P 1/2* I � WOOD HEADER " , - - LQUIRED RE - . --I EPA \ L *­1 i - _­;j�J'-10A, 17T 11, i ! � 7 � i i 11 I ; " WOOD AMCNIORS 0 I -4 5� � 4 i */"* A 1/4' 0,(L i I � I z (SEE SCHEDULE ON /I /M I / �t � W�- � 111SEPARATRIN TV 11 I 1 , (a) SHEET I 1) i � i� I I 1, 1 (� � ­q) 1 � EE - I -(S 1 I/4-.-2W- -1 SCHEDULE I,, I i $ I I .-I I I - ivalvo i I - ill. SWARATION TO GLASS, i *L, MAIL -­� 1­1 I 1­�-117­3� (WE m ARMI I I r-4`1 -L' III, �- (SEE SCHEDULE ON SHEET 3) 1 I I I- - i":- PANEL LENGTH !nOmit I PANEL LENGTH �­= -1--­­­­­-­ -- ­ ----I _4 T (SEE SCHEDULE ==Ln "- I (SEE ScREOWLE I z I I ON Sim 3) f---v---- ­ � ; � � I I i I I - ­­ I I i i I 1 --q) � ; � � I I i I ; I i I I Sox � i 1 OF 'L* . MAX- OF V I MAX(I 4)� - -@ I i I � � i. I � 11 . 'I, 0 12 1 12' O.a ' i ; I . 11 r .,\ -- , EO M - ------- -------I I I I I E : � - -1 I 2L= ­-­­--------- 1 ­_-j i " 1/2- � L- .,� 4.� -�: Ij4-.-20AI- � i--�� . 0 a '/v ox. E6 . . - - t � L a HEM BOLTS - I L- '� t ,� , �, w � � 1 ��. 1, ; 4- I I- - . \1, 1 j :, � 1 -q \ 1) ", I WOOD �-- ---.- "I � --- 011." REOUIRED � I �� � � �' 2-x4' WOOD PItkj9- ' ' ' ' REOUI �� --t7� � � 'k ill ' '-,- �WOOO ANCHORS � WOOD ANCHORS -­­ i i � � , (SEE SCHIEDULE ON ) , (SEE SCHEDULE Qt(­ � L­ SHEET I 1) , SHEET I 7) --- � I � � 1 � L \ I I � "I'll " . , - , , j �� ,!" 1 - L I --2* Ml­- -- - -I- �-- - I ALURMT11VE 3W SCALE 3/5-1- BUILD -OUT MOUNTING ALTERHARVE 4W 1114614tion" SCALF -3/-" ilev�l A ... :.§Q11111. . ,?. N ... � At�"I!CEN,q�%:t�% , . .. S 4 or SECIIDNS . 1. z ? I NO. 44167 , S- FLORI A BUILDING CODE (Non High Velocity Hur cane Zarve) = *: 1� INSTALLATION ARE ONLY VAUD FOR MAX, A-S.0- = . 1. w I*i cam TAYE00. st, FA TOP & BOTTOM MOUNTINGS COMBINED IN AW WAY CAN BE DESIGN PRESSURE RATING (p.s,f) AND PANEL LENGTHS TO SUIT ANY Z -01. ,,, 24 , 7p, STATE OF " GAGE GALVANIZED STEEL STORM PANEL OaMWI W: INSTALLATION, AS PER SCHEDULES ON SHEET 3 2. FOR NEW WOOD FRAME CONSTRUCTION. WOW MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC .: %, Oi I pi ... ,!v - - .. 0 . - *1: I .... -=�- GLOBAL PROTECTION PRODUCTS, LLC. 11LIEC0.01c. ' av U I DENSITY OF 0.55 OR EQUAL. U AL Iuw --- -. Am S.W. 5, SWEET ON H,41$00, - - -1 cmgr=x t Will ,-- ...;�=M) ­1531 VKW- i% =14 PHONE. (WIRER -750, tAk (e54)fi10­V07 20-175 � Px MIAL/SoMmume4ml: OR -Down; 229 Irl I -ol- AAA-1 - I - I I I I GRIMM ft swn I OF Is I � I -4.- (1) (1) c- C/) ­0 -00 > 0 Cl) r- 1 -6-i =3 (1) LZ (1) (L) L- 0L CL C 0 -0 0 L- = . - 0) Cu -4-` C-) -0 a) -I,-. 0- C/) - (3) -&- C (D-0 =3 M 0 -cu -0 -= "Fn _a C 0 C: I- 0 c- .S;? = 0 ,a) 3: m %.- 0 .0 m u- I,- - cu > -w - -0 (n E - & , Co 0 0- = �- M -0 '00 -- . = -6-0 C/) 0 - < 0! < z z w mi C� I , C..? cl�, "C-" �7 n 00 �-- 0 (= 1i - C �- '. ., O-) r � r,4 ,� Q0 a.,., � ',>< = (V 'I- L-L < -0 - , - L- C- -, . ) r: . Cz ! . ­ J1 L . �-� � -� �J:� ,�� - "" 1, ' L �� 'D - Q�lj 1, � -- C?- - - - - C: 0", , - L� ­< , -, - 4' . '3 :�t m ,,,,- , - - -1 .10- . - .1 , -" ',� � Vj 0 C-) 4) - -,-. 'J �: . -� ij , (r *�; G I ku .= >, CL -0 It - , - LIU 0: Mt., I �- I= C 0 0 - 3 �-' t� C M (.) -= ,- :5 �, L:;; � - EL- ,0- Lu "B"""'I C"""""" . a) C""""""' m 0 m L. " =3 Lu � < z z < -j 0- (1) (1) = U) m > 0 L- CL < -+--# 0 =3 0 0 L- CL (1) U) m m =�M�mmvu-m-im SHEET NO. SH 1.3, END CLOSURES DETAILS FQR INSTALLATION IN POURED CONCRETE. CONCRETE SLOO OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAEETY A E-Z HANG MRM PANEL M SYSTEMS OR VARIES 2' , r , Mr 3105 H-14 OR I rX4' WOW FRANC 800-111 ALLOY w cown A�U�—� & 0 !�T ANGLE WrH 1/4 1 314 1/2 TAPco" s z* D.C. _2 KUM CDNCRET m1rL BLOCK 04 2-0- WOW 1/4'0 . PoURED 3/4 2 1/2' REQLwjw CONCRETE BLOCK ANCHOR G1 12",t". T r"* WOOD FRAME OR(O \4 REQUIRED .,/,r CAP T- 1 3/4' cUT IV= 422 -10 a tr o!c!CHDa I r 2' _OW* 710t_ WE LED LOCAVION 51 .055' cow. ir wcZ W<t AUAL ANGLE OR T 000' 3105- 154 SHEET Pam ?o!Fn cmvz&w 2' X 4 x METAL ALUM. BENT PLATE BLOCK OR 2- 3105 ROGUING) am 112' ow.. / mlr`� � �Tl WHOMM/1 - - - - - - m- f Wj_ 4*,...O?e a 12 owc. 'D�H OR w,-Ts ALLOY W/m"NUT c_L m_ AN= CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4--l- SCALE 1/4--l- SCALE 1/4--l- $DUD-SET OR CAU(-N OR am PANELWATE 'rowl to OR PmeAmE I.sx POURED OR 2.4' WOW SONEDLILE VARES (MIN. PM91 CONCRETE aLOCx to a I') . -11 F-OVERLAP BEYOND 2*"' WOOD FRAME & FRAME FECU'RED S. J7, OPENING VADTH) CONCRETE. CONCRETE REOVAM , --- -- - ----- DR 2*.4* WOOD F1UUJE 1T_ I'mum 4- VARIES mm FRONT & �(t OR4 To Sr \TV (TUR IA_ wALL (NEVER CUT END PANEL) X B.O. DISTANCE CASE G (ELAN) sckE lle-I . ......... E VAM FOR DIRECT MOUNT INSTALLATION ONLY A Nve \ CMTWED PANEL INSTALLATION AT WALLS W1 No. 44167 SURFACE LEVEL VARIATIONS WITHIN 3/4- FLORIDA BUILDING CODE (Ron High Velocity ffu ne zone) CASE E (P CASE F (P 0= TLT= Im 24 CASE GALVANIZED ST FA - EEL STORM PANEL , SCALE 1/4'-l' SCALE 1/4".1* 11LIEC0.11c. GLOBAL PROTECTION PRODUCTS, U.C. DATE. ODWPAW 4aDG &W, 61 STREET DW_ F., 33314 p"ONII,. TW>11011-750. no, (1154)60-97111 20-175 DAM" ft P.E. wAL,%"TuK/DaE 0.420007m `eLTa` " 0� PL P10AIDA Irl 67 sman a ar ut MAXIMUM A.S.D. DESIGN ERESSURE BEING Us.f.) AND RRE5PONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL C-1) INSTALLATIONS INM WOOD STRUCTURES WD ONLY FOR PANELG)INSTALLATIONS AS PER ALTERNATMZS 1W THRU 4W, ON SHEETS 6 & 7) VAX. AS_D. DESIGN PF43SURE RATING MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE ALTERNATIVES CAN=' OF THEM MAXIMUM PANIEL LENCT, TAPCON LAO SCREW PANELMATE FEMALE to PANELMATE PLUS WOOD st'staw, 13* ir 13, 13* tr iv (top) 13' Ir Ir 13, Ir 1w (BgrroI4 6 1/2- a 1/2, 6 1/2- 6 1/27 6 1/2' 2W (TOP) - - 6 1/4' 12 1/2' 5 1/4- ?w_ 5.-T a a. e. (TOP) OR LESS a. 1. a' 3W MOTION) 13- 13. 13' 13. ir 4w (TOP) OR — LESS ir ir 13, Ir 4w (Bottom) ir 13" 13* 13' 8 1/2' IW (W) 13' 13, 13* 13. 6. IN (aarrow) 6 1/2- 6 1/2-- 0 1/2' 6 1/2' 6 1/2' 2W CIOP) - - 6 1/4- 12 1/2' 1 6 1/4' 2W (Wna-) >5'-o llr 4- 1 a 1/2* 1 6 1/2" Se (top) To 14'-4" 4 �4 12 4 1/2' 1 7. r 3W marrow) 10,1/2- 911/2 (TOP) L 3. 3" j ir 1 13' 1 8 1/2' 4W (BOTTOM) T�BLE ' FOR MkX AS.D. DESIGN LOADS & MAX PM41 LEWTHS WHEN SPACER 71S I CORAIMPONDING 'ONLY TO ALTERNATE 2W ON SHEET 6 MAX, A.S,D. DES" PRESSURE RATING MAXIMUM AWHORS SPACING, FOR EJD - AS SHOWN ON SHEM 6 & 7 APPLrABLE A]L & DMF THEM MAIMMUM PANEL LENGTH K) TAPOON LAG SCREW PANELMATE FEMALE 10 PANMAATE PLUS WOW M;S" 13, 13, 13' 17 1W FOP) 13", ir IF— w iw (Wn* 6 1/2- 6 1/2" 6 1/2' 6 I/e /2- 2W ITOP) - - 6 1/4- - 12 1/2- 6 1/4' 12W IBM.-) 5*-W 7' 7 1/2- '. 8' MP) OR LESS 7 llr 8' - 3W Wtxo) 13, 13* 13* 1.31 IN M +45, -4b TO +75. -73 ir ly 13' Ir 4W (91100) 13, ir 13, 13* to' 1w Fm 13, Ir 13, 13" a 1 /4, le, LEDYMM) 8 1/2- 6 1/2- 6 1/2- 6 1/2- 5 1/2- 2W (TOP) - - 6 1/4- 12 1/2 6 1/4- 2W OICTL-) 4 1/2' S. 7 1/2- - 3w (Top) 7- 5- 51 5 1/2- 1� It. - 13W tactiom) 1:t* 5 1/2" 14W M 13' 13* ­- 14w taorrom) SEE TAME #1 FOR MAX. A S.D. DESIGN LOAM & MAX. PANEL LENGTHS. USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 10F . Al A A.S.D. DEM LOAD — MA)MM PANEL LIMTH 40 PSF OR LESS 6.-,. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF W-10, A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTAI I ATIONS W/ PANEL MATE ffMAUE 10 OR PANEL MATE PLUS ANCHORS & W/ (" !LP*Ji!?1!ffq4,2 1/2' O.C, INSTALLATION DETAIU FOR UFE SAFETY PANEL n1 INTO EOURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 TAPC* 1/4-0 TAPCON J&STTNO POURED NCNETE OR ANCHOR 0 r--ggv,. ANCKA 0 9 O.C_ I GONG CONCRETE BLOCK RETE BLOCK REOLARE11 KOUM. 4.1% -.1) Ile 1/4- E. E, A --Q) I I' Left, I *--WARk1lON- 1 1 TO GUASS� /T- aw" U� 7 At 'A. (ust"ImNs. I umm U" t PANEL LENGTH PANEL LU40TH `L- (SEE aMTION (SEE EL"AlION T­ 10 ON SHEE-7 12) ON SHEET 12) I ro L/2 I to:* WAMUIPEOI CONCRETE BLOCK -r %LW CONCRETE BLOCK I REOURED, I I 1/4*0 PANWATE 1) PL� AIMMMOR 0 12 1 0�c. WALL MOUNTINGS SEE SHEEM 15 k 16 FDA ANCINRi Tft SPACING FOR SCALIE 316.1" INSIAUATKM INTO WOOD FRMIE BUILDINGS 1414MUNI ANCHOR SPACINCS AMD MWeR.&I EDGE DISTANCE ARE MOM ON THIS SCHED(AL MR ED, LESS THAN INDICATED ON SCHEDULE REDUCE MOM SPACiW BY MU0VTNa SPACING SHOWN ON SCHEDULE BY THE Pouc,"m FACTOW FOR THS OPISIATION TO BE POSSIBLE RIE110CEI) SPACM ORIAINO USING FACTOR SKALL Not K LESS TIM WMW VACINC INDICATED FOR EACH ANOW TYPE ON Im SCHEDULE. %0 memo Ift .1.101-1111M wommum, Mac* VACM 00 3 1 1 FLORIDA BUILDING CODE (Ron High Velocity H Gone Zone) 3 3 z .2m YLTOM M, F.F. ­*m0Lw 3112 24 "a GALVANIZED SM STORM PANEL OWN ft STATE 0 PAM 6� lk .. — 47/V/2= CM - 11 GLOBAL PROTECTION PRODUCTS, LLC. z 4600 &W. 5 STREET 'Ok. D.K 1 20-175 0 Iw bftwft 3 4T P1, JIml tt , A is MAXIMUM A.S.D. DESIGN PRESSURE RATINQ (padj AND ORRUPONDING MAXIMUM ANCHOR SPACINg SCHEDULE FOR REGULAR MRM EANELMINSTALLATIONS INTO CQNCIRETE & CONCRETE B=K STRJ=RES (VAUD ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX. AS.O. DESIGN PRESSURE RATING (P..J.) WAAUIA ANCHORS SPACING FOR MINI ED. PER SCHEDULE BELOW X 1� Ly MAXIMUM PANEI. LENGTH (It) MAX A.S.O. DESIGN PRESSURE RATING C;­") MA30MUM ANCNM SPACING MR MIN ED. PER SCHEDU LE BELOW APPLICABLE & OF T�U 2.0: MAXIM PANEL LENGTH TAPCON SOLJD_sEr to PANEUAkTE I PLUS 7AMAC-NAUN I CAUK-IN TAPCON SOLID -SET PANELMATE FEMALE to FANELMKFE PLUS ZAMAC-MUN C"_114 �it! To CONOFM �3k TO owwm 70 oce", 10 To C� Comewomm OF THEM TO CONCRETE !& CONTCORM !& COCTOWE To 65m to to To 70 M + -45 45. OR LESS 13* 1 13* 1,3- ir 13- 13- 13. 1 13, 1 OR LESS +46, -45 TO +65, -55 13, Ir Ir Ir Ir ,3, 13. ir 13 Ir ir Ir 111 1/2' 1 (TOP) W-4, OR LESS Ir 1 13* 13' -1!:- __!�! - 13* -Lr 13* 13' tX' 13* TF IY 13, 1 (BOTTOM) vr 13" 13, ", 13, I". Ir ir 13, tr 141 __L3L LI _mv I (BOTTOM) ly 13' 13, Ir ir ir ir ly 13, ly 13, ir Ir Ir 13* I,,. 13, 13, 13* jr ir 13- 11 1/2' 2 (TOP) 1. 11 1. 13" Ir 13* 13r 13, 13- 12 (BOTTOM) 13- lir 13* 13' ir ir 13" Ir ir 13, Ir 1 1/2' 2 (BOTTOM) 13? ly 13* ir Ir 13' Is, ". 13, 3 (TOP) 13, la, 13, ir 13, ir 13" 131 Ir 13, Ir 11 1/2-3 (top) 12 112-112 1/2' 6 Ile 6 1/4- 12 1/7'12 1 6 1/4- 5 1/4' 3 (BOTTOM) - - 12 1/2'12 1/2' 5 1/4"7 6 Ile 12 1/2-12 1/2- 6 1/4- 6 1/4- 3 (Wffcm) or r ir 1'. w r a- 7 1/2' OP) 8, w W 6 I/r, o- 7 1/2- 0' SV- 4 "P) - a e - - w - "a�m) 8, - ar - ff- -��j -ir - , k_ 13, 13* -Ir Ir 1417 — ir 13* Ir 13* ir --13;- Ir (w) is, ". is' ir Ir 13. ir 13. 11 1/1 (TOP) S- ir 13* ir 1 13. 13, ir ly 13" 13" 5 (BOTTOM) ir 13, ir ur sr 13, ir 13, 11. Ir 1 Ir 11 1/2'5 (wirrom)] :I. ir 13, Ir 1 13, . is" ir 13, 13, is, 13* 13" 13, 6 13" Ir 13' Ir ir Ir ir 13. ir Ir Ir 11 1/-" M-I - 6 1/4'15 1/4' 6 1/4' 6 1/4' - - 0 1/4- 6 1/4' 6 6 1/4-16 114- 6 1/4* 6 I/r - - - - 6 1/-- 6 1/4- 1 Ir to 1/2* 13* 'r I l2r 1 7" j7 1/2 5 1/2 13- 14 1/2 I CTOP) TO 14'-4* 1 13' 6, - Ir ir 13' 0 I1Z 13' 8 1/2' 9 1/2* 5 1/2' 13' 5 11r I (TOP) TO Ir 7' ir 13, J�:_ 9 1/2 13' 9 1/2 110 1/2 7 1/2 13- r I (9orw 13' 7 11r 13' 13* Ir to* Ir sw it' Ir 12r 6 IIV I (BOTTOM) S, Ir 10 1/2- 137 7- 13' 7' 7 1/2 5 1/2 Ir 4 1/2* 2 (TOP) 13* 1. j3' jr IY 0 1/2' 13' 18 I1r 9 11r 6 1/2' 13* r, I/r 2 (TOP) Ir 71 ir 13, Ir 9 1/2 jr 9 1/2 10 1/2 7 1/2 13' 0 1/2* 2 (BOTTOM) t3l 7 I/r Ir Ir ly 10' IY 10" lt� 8* 13' 0 f/2' 2 (BUTTIONQ 13, 13* 13, 12r 9 1/2 12r S 1/2 10 1/2 7 1/2 13- 6 1/2' 3 CW) 13' 7 llr 13* 13' Ir 10* 13" 10* It' 1. is, 6 lIr 3 (top) - 12 1/2-12 1/2- 6 1/4- 5 1/4- 12 11r 6 1/4- - 6 1/4- 6 1/4- 3 (BOTTOM) - - 12 1/2* 12 1/2' 6 1/4- 6 Ile 12 1 12 1/2' - - IS 1/4- 6 1/4- 7. r 5 llr 1 7* 3 1/2" 8' 4* 4 1/2' 4' 6 1/2' 3, T-j6F)— 7 1/2- 3^ ar 4' 1. 4- 4 1/2-13 1/2-16 1/2' 3* a. a - a' - 5 1/2", - 7 1/2* - 14 (ENOTTOM) - ir - 8. - - 7 1/2, - 4 (BOTTOM) 1 13* � 0 1/'2" 10 1/2*17 1/2'. 1�* . 6" 14 (Tw) 8 13, 1 Tr ir to' 13" to* it 4 -a' 13 6 1/2- 6 ITOP) _iT2_'j 13' 19 I/r, ��2"j 13' Is lir ile2* 13, 1 Ir 13. 10, ir to' 117-r 13- 6 1/2' —1/2* 5 (Wrmm) 5 7- 1 13' 1 7- 1170 �/42 i7 1 /2. 1 13" 14 1/ Y-11P 9 112-16 1/2. 1-3 * 5 6 (TOP) 6 1 �4- 6 1 0 1/4'1 - I - I - I - 16 1/4' 11 8 1 4-16 lj�- 1 S 1/4 1. R-I I - 6 1/.- 6 1/4- 6 (001!1`�-) SEE 1UNEET 11 MR ANCHM TYPE k SPACING MR 0WALLATIONS INTO WOW MJX BUILINNICS. MINNOW ANCHOR SMCINGIE AND MINIMUM E= DISTANCE ARE INDINUED, ON THIS SCHEDULE FOR ED, LEM T,IAN wo"Im ON scNEGLU RMXE ANcIm w%cm BY "Ifty" SPACING %HYMN ON SCHOULE Or THE FOLLOWING rACTOR1. FOR TINS OPERATION TO K POSSfilLr. REMO SPACM 0111PANED UWKI FACM SHAU. NOT K LESS THAN WIRDAN SPACING INDIIIATED FOR EACH MOM TYPE ON THIS SCHEDULE. 1/4'. t/4*4 Ile. I Ile. AMCW TYK JAMMUM ANCHOR SPACING iih�) 3 21/2. 2 IA NUNUMUM so OUITANO P_vj 3 3 /r 3 1/2' 3 112 3 I/r ACIWL OW DOW= (ED) fACTOR JD WHEN SPACERIg)IS USED. SEE WX it FOR MAX A.S.D. kX. PANEL LENGTHS WHEN SPACER " IS USED. YAM &I A A.S.D. DESIGN LOAD WAXIMUIM PANEL L04M 40 PSF OR LESS 61-'. > 40 PSF TO 50 PSF 11-2. > PSF TO 60 PSF 5,-Iol A MO. PANEL L04GTHS ARE ON§ VAUD FOR INSTAL I ATIONS W/ SOLID SET , SPACER AT 12 1/2" 0 C r­--_----_,----AACH0RS (SEE SE. & ALTERNATIVES ON SHEETS 13, 14. IS &16)- - it D.W(j). R-IA/13, R�-U/13, R-3A/14. R-IB/13. R-29/13. R-30/14, 3, WAX. R-IAW/15, R�2AW/15, R-SAW/15. R-I WIT 5, R-29W/1,S, R-30W/i It. or (�) ti I 0 0 0 0 0 T- ___T__T _T t L�2 1/4"0-20xl' S&ISOLT5 W 1 (IF FOR PANEL MAtx PANEL LENGTH > 0 +4CLO, -40�0 "J. R �CGWU SVT 1 EG�LAR Sl RM PANEL (W1 WMW MID PANEL LIERM WLT) LIFE 571 PANEL 7-W 0 +50.0. ­54�0 P.I. (W/O 0410110 MID PANEL LENGTH BOLT) j 1, 10 USE 2*-g' MIN. RVAL LOCT14 xl� 4 1/4 0 20 AT ALL Mot"TINKS Ss El la.P j f v TION 0 111 FE SAFM-4 i E]L BOTTOM : 0 CORNE!IS 3 . I i I I or NO NUT EXTERIOR L_MN(; NUT AT LEFT PANEL RIGHT PANEL t ON, VALID FOR WIND [10-'R"-lAW/I5. L100., I i SPEED UP TO 170 -px I, MIN. R-IA/13, R-2A/13, R-3A/44, P-19/13, R-29/13, R-30/14, 1: wN. w R-2AW/15, R­3AW/IR R-11OW/15. R-28W/15, R-381111/16. HORS (SEE SECTIONS & AL7VMTWM ON SHEETS 13, 14. 15 *t$)� 1/4' MAX. GAP UEE SAFETY 51QRM PANEL ELEYABON (t) REG" 21687" SCALE Ile-i- REGULAR it (UK vow VALLEY) STORM PAWL STORM PANEL -- — ------------ -- ----------- .-Acr-7 - ----- LIFE SAFETY PANEL 0. FLORIDA BUILDING CODE (Nom HIgh VdimcitNy Hu Gone Zone) am TILT= wt fp. EXTIERIOR 24 GAGE GALVAN20 STEEL STORM PANEL DRAWN or. ILIEC0,111C. GLOBAL PROTECTION PRODUCTS, LIC. "DOE' SECTION A -A i— 'Y 4WD ItX 51 STINUT SCALE 1/4'-1' ­Nek� I , 2 POD "40W, (1154), 20-175 P.E. SDJ,% C&-oomig, �Tmkmusr "P. SKOT 12 or ts IMALLATION QUAILS FOR LIFE SAEETY PANEL 10 INT-Q WOOD STRUCTURES I TT "1-7 D _Y4 -0 TAPCDN ANCHOR 0 a- 01C. -VHD= O.C� _IZ4"9 TAPCON ANCHOR 0 V O.C. �QRTAn O.C. r-4) A ­4) MAX, -71 1/4' T164 r7- IL it it V4-0-20ml- In MAX. It PANEL LENGTH (SEE ELEVATION PANEL MLE NGTH ON SHEET 12Y AT .�q teL RON am T-n PANEL LENGTH PANEL LENGTH (SEE ELEVATION ON SHEET 12) r a (SEE EMATION ON W&V 12) (SEE EUEVAITON ON SHEET 12) 1* Min. U—SEPARATiON- To GLASS. 41—SEPARA1101, TO CLASS, I' I TO GLASS, a' L_q) Lq) P:.4; ISOM AT 4 I/ ON LL 114-* TANPCOH RECLINED 0 TA I � ral, ANCHOR 0 9* O.C. 'T W" SM tv� sruo STAGGERED REOURED ANCHOR a v O.C� e.41 WDOO WOW PLATE REQUIRED IED R-1 AW —'P* LPANEL _RjAw OW N®R PANEL3 ALUIPM21#1 SAFM WALL MOLIEWNGS SCALE 3".,. UPW ARM" PANE WAU—mauHnm SCALE 3/e-l* FLORIDA 1. INSTALLATION ARE ONLY VAUD FOR A-S.D. DESIGN PRESSURE RATINGS (p.5,f) AND PANEL LENGTHS AS PER ELEVATION 014 SHEET 1Z 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD BUILDING CODE (Man High Veto Hurricane Zone) QQ10 nl= INC. 3 44167 24 CAGE GALVANIZED MEL STORM PANEL DRAWN W. i GLOBAL PROTECTION PRODUCTS. LLC. STATE t - / IILIECO..� s 4WD S.W. 51 01107 TRW TE MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIRMIMC 11 LORID `* AR — t F_ 3m). FMOW-- tft4Xt&e­75W FA* (154)GIIII-07117 20-175 DENSITY OF 0.55 OR EQUAL �11,� . JIM TUw P.r U. 1 '17 MAXIMUM A.51D. DES10 PRESSURE RATINrm (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SEACING 59HEDULE EN REGLIW SJORM PANEL MINSTALLATIONS INTO CONCRETE A CONCRUE BLOCK MUCTURES (VALID ONLY FOR PANM(DINSTALLA11ONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAX &SA PRESSURE RATING CPA.0 MAXIMUM ANCHORS SPACING FOR WIN E.D, PER SCHEDULE BELOW APPLICABLE TO S=m 1.4 r 1.800114 1. (ft.) MAX. A.S.D. DESIGN PRESSURE RATING (P-o MAXIMUM ANICHORS SPACL40 FOR MIN Lot PER SCHEDULE BELOW APP 'UCABUE TMO IN, M MAXIMUM PANEL UENG114 -L' TO -CON I SOUD-SET PN4L4M FEMALE 10 I PO"a"M PLUS I ZMW-NAIUN CAUK-IN LY TAPCON I SOUD-M PAN�TE FEMALE 10 I PAN PLUS TE ZAMAC-HAIUH CALK -IN to To cowmm 12" — — COMBINATION TO To Mkoax—Tw—cap 10 A C, w, vc TO 00NOWIX TO ODMONJM � OF THEM -tA + TO 75. -73 ir 13- Ir Ir IY lY 13' 13' 1 10' 1 (TOP) w-r OR LEM +M -75 To 4ilk-11" Ir 5 ta 10 T/2 13 1/2 _13:_ - 7 1/2 5 1/2' - 13 14 1/2 I (TOP) W-a' on LESS _j!L 13, it' r 13- Ir 13- lY I Sr- I I (BOTTOM) 1,3- 11 1/2' 13, 13, ir '. is' to' I lIr 13' 1 Ir I (OFW) 13* it" Ir 13, 13, 13' 13, ir r to, 2 (w) IS* S* 13- to IT ti. TIP IF 6 1/2' 7 1/2' 5 1/2" 13' 14 1/2' 2 (TOP) 13' 13, 13* 13* ir 13" 7' 13, r 13, lIr 13* 9 I/Z' l.r it* 13r 13^ Ir ir 13, ir 13, ir Ir to* 3 CTOP) 71 13" 13" 13* 9 11r 13' 9 1/2* 10 1/2- 7 IT Ir 0* - 3 (TOP) 12 1/2'12 112' 5 1/4' 6 1/4� 12 1/2'12 11r - 0 1/4- 6 1/4- 3 (001TOM) - 12 1/,?'12 1/7' 5 1/4^ 6 Ile 12 1/2! 6 I/e - - 6 I/e 6 1/4" 3 (BOTTOM) - s' It' 6 IC2 1. v a' 4 1/2' 4 (TOP) 7- 1. V 1 1/2'1 7' 3 11r. Ir . 4' 4 1 /Z' 3- 6 1/2- 2 1/2- 4 (TOP) 4 (BOTTOM) r - s 1/2- - r ir 13, 13- 1 is- 13, 13, 1 _3� �lv YT)F Ir Ir v 13* r to' 7 1/2' 13* A* 5 (TOP) 13, ir Ir ir 1 13' "' ly Ir 12" ly to' 5 (BOTTOM) 1. Ir Ir 13- 9 ljr IY 0 1/2' 10 1/2* 7 1/2" IY v 5 (sairw 13' 13" Ir 13" 13' Ir 12* Ir 10' 6 Oop) 5* 13, to I/v 13, 6 1/2* 13" 6 1/2'17 1/2* 5 1/2" 13' 4 1/2* 6 (TOP) 6 1/4 1/4 5 Ile _i3' 1/4� 6 1/4- 6 (wm_). - a 1/4- 6 1/4- 6 1/4- 6 1/4' 6 1/4' 6 1/4- - - 6 I/r 6 1/4- 6 (MM.-) 13- 7-1-/F 13- 13- jr IW 13- W ll- S' IY 0 1/2' 1 CWI >5'-V TO 13' 3r, 10 1/2 13, .6 IIV _jf_ 6 1/2' � 7 1/2* 5 lIr 13: 4 1/2* TO 1 13" 7 1/2' 12r 13, ly 10 1/2- 10 1/2' !1 llr a- 13- 7- 1 (BOTTOM) 13r S 1/2' ly 13, 13, '. I r - --!I- _10L_ 7 11r 13 s' it (smom) ir 7 1/2' 13* 13' Ir Iw _13:_ ly a* 13, a 1/2, 2 (Top) S* Ir 10 1/2- IS- 5 11r IY 6 llr 7 1/2- 5 1/2- 3v, 4 Ilr I n2- 13' 17 11r] 13" 13' 13- 10 1/2' Ir 10 1/2-11 1/2� a- 13, 7" 2 (BUTTOM) 13' 7- ir ir i:r 9 tlr ir 19 1/2' 10 I1V 7 1/2" 13" 6 I/r 2 (901110M) 13* 17 11rI 13' 13* 13' 10 1/2". IY 10 t/2"11 1/2', 8* 13* 7' 3 (TOP) ir 7- IY IS- Ir 13' 9 llr 10 1/2' 7 1/2^ 13- w 3 —(BOTTOM) - - 12 1/2* 12 1/2' 6 1/4* 1/4 T2 1/2 S 1/4 - 6 1/- 8 1/4- 3 (BOTTOM) 12 1/2-12 1/216 1/4-,B 1/4- 12 1/2' 6 1/4' - - 6 1/4- 6 1/4' i 7 1/2- . 3 1/2- __ B- or _ 7 1/2' _L_ 41 a- 4 1/2' 5' 13 1/2' r y A crop) 7' Y r IS 1/2- 7- 3 1/2* S* V 4 1/2- 3- 6 1/2- 2 1/2.' at" - - I w I - J!" (BOTTOM). r - a I/r - e - I Ir - 1 1/2' - 7' - 4 (BOTTOM) 13- 10 11r 13' TOF —1/2' 1 1/2 " 8* IK 71 5 i;r 6 1/2* 13" 3 11 Ir 1 13- 1 V In' 7 1/2- 13- ir- 5 OW) 13' 7 1/2* 13' ir Ir 10 i�� /2- (WITOM) 13" 7- 13" 1 9 1/2 13' 1/2'110 1/2'17 1/2', 1 r a 5 13' 7 1/2 is" ir 13, 10 ilr ISZ_ �0_ —1/2- 11 Im a' 1�1' 7A (top) I 14" i* ir is 19 1/2*.6 (YOP) - - 6 IL4: 6 1/4* 1_!� L= 16_1/4'LS - 8 1/4' 6 1/4' 0 1 (C 6 1 e$'j I I I a 1,4,16 1 ecle (om-)l SM WNEET I I FOR QXNOGS TM 4k SPACING FCR JINSTALLATIO� WO WOW FRAME SULDRIM WNNNM ANCitafit SPAGUNQS AKIO MINIMILIN, EDGE INSTANCE ARE 001CATED ON THIS SCHEDULE. FOR ED. LEM THAN INDICATOD 04 SDFJXU FIETUDIC ANCHOR SPACING In MALTU'VING SWING "A ON SCHEDULE BY THE FOL"M FACTORS. FOR INS OPERATION 70 BE POSSIGN.E. REDUCED SPACM OSTAINED USING FACTON SNALL NOT K UMS tAW JANIMUN SPACING INVICAIED IN EACH ANCHOR TYPE ON THIS SCHEDULE, ANCHOR TYPE /4. 1/41. 1/4�� 1/41. 1/4*. vpww __I_ SOUD-INt I i��_ NUNJMUM ANCHOR SPAM oL) 3 i z d. s 2 11r 21/2 MOUNIUMEDGE *mmm C.) 3 "Ir 31- 1"SCANC1,01,04 3 "Ir . v21 3 In 3 /r AMUM. OK Oman GL). FACM IL70 )NLY VPLID WHEN SFACIERIJ) LENIGTHS "SUSED, DS & MAX PANEL PAZ rIES TALAI A ".D. OEM LOAD 14010" PANEL LENGTH 40 PSF OR LESS r. 3-8. * 40 PSF TO 50 PSF 6'-2' * 50 PSF TO 60 PSF 5,-Io, A 140. PANEL LENMS ARE ON�,Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHM & W1 ( . �q SPACER AT 12 1/2- D.C. INJO INSIALLATION DETAILS EQUEED CONCRETE OR FOR LIFE :JAFETY CONCREJE OLOCK PANEL In :URUCTURES No POURED 1/4-0 TAPC*N�_____ ___I RED t/4-0 TAPCON,__ IGR 0 9, C NCRETE OR ANCHOR 0 S' D.C. 1 D; OR ANCHOR 0 9* O.Q CONCRM BLOCK REOLIMED. REQUIRED, -4) 1/2' r— t/2 1/4' MAX. CA ARATION TO CLASS, I EXISTE a r Min. 11-SEPARATH 440.-M,' T--- . PA-11 TO MAS CLASS ff g- 'IT CLASS w '. Ne. DOM M r-C) j 'L' MAX, PANEL LENGTH a 6' PANEL LENGTH (SEE EIVATION (SEE ELVATION h A ON SHEET 12) ON SHEET t2) fl It TO GLASS. I L/2 E_ 0. Am D.C. CONCRETE OR CK REOLaRED. 2 UEE SAEM PANEL SEE 15HEM 15 & 16 FOR ANCHORS ANCHOR TONS I/C. 7�M-W­ TYPE & SPACING FOR INSIALLAWNS ERIC wam Awo" W*om Th--) 3 WOOD FRAME SUILDOW. MINIMUM ANCIM SPA01,105 NO MINIMUM 3 MOE DISIDDICE ARE W"Im ON THIS SCHEDUtf_ FOR ED. Las THAN 04DICAM ON SCHEDULE REDUCE ANCHOR SPACING 3 BY SCHE06U ISY THE FOLLOW" FACTORS, MR THIS OPMTKIN TO at POSSIBLE. REDWO SPACING OBTAIM om FACM SHN.1- NUT BE t= THAN ME ama FAM Mmo" SPAVNO AIDICATIOD PON, EACH ANCHOR TYPE ON THIS SCHEDULE: ED ED i6l EQ 1/4-0 TAKON a 0* O.C. LWINC, P=D CONCRETE ON GRETE N REQUIREIL, OWL S, MAX 'EL LENOTH (SEE ELEVATION ON SHEET 12) -RM7 TAPCON R a a, O.C. POURED CONCRETE OR t BLOCK REOUNRED. INSTALLABON DETAILS FOR UFE SAFETY PANEL INTO WOOD STRUCTURES O.C, O.C, -A) x 2*.\ till GLASS "L* MAX. PANEL LENGTH It I PANEL LENGTH (SEE UtVATION ON SHEET 12) 4T ru GLASS. W—IIEPARATION- L/2 ja tic a v", EG� J 2-x4- WOQ9__ PLATE Wow - REOLORED 1/4�0 PANMMATE PLUS '-ANCH611t REWRED /4'0 PANFI�WATE PLUS 0 12 1/2' D.C. A, 0 12 1/2" O.C. ININUAff W" WALL MOUNJINGS SCALE 3/8-1- 0 LMEMSU" A 'pu T A# PANEL o.44167 FLORIDA BUILDING CODE (Non High Velocity HU cone Zone) I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. DESIGN PRESSURE RATINGS (p.s.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. STATE Of 0" wm rim 24 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCM LLC. SUN, 5, SINCE, or, DRAWN ft 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC FL. 334114 wm-n-c Q im"Oft-am 20-175 DENSITY OF 0.55 OR EQUAL wreft A. nuffk_ Mao PL MAIIANG - to or we Cn —Cu > 0 CD_ 0- 0 0 CIO -0 C/) 0 -0 Q -cz -0 Cn -0 0 L_ 0 C)_ C 0 (3) 3: " C) .0 -I-- CIO LL ,- 0 — Co > .Cn -0 a) vi E — a) m LU "0 0- C- 402 . = 65 0- < F 0 CP Z j- 4C 6 0) a > C CL CL r_ C -0 jo 0 0 J C: a 'Z5 '02 Lu Cn (1) caaaa"` CU 0 LU z _j a- C/) CIO 0 L_ CL 0- 0 =3 0 0 Cl) CIO 120 SECTI R-1A WALL MOUNTINGS SmE 3/8-1, SHEET NO. SH 1.4 _11""a' 0W"EZlW/l8 ANCHORS -(SEE SECTION EZI & ALTMINATIVE EZIW ON S4W 18Y- i �I MR.1 I (SEE NOTE 2) ;I' ism 1ANOTE 2) ALUMINUM Z___ POP MVET LAST PANEL(D TO BE INSTALLED AT EACH OPENING SHAU ALWAYS BE c OF _T" 76 -7 11 PROVIDE 0 RCAR MAN TO FACILITATE iNSTALLATION IF INTENDED SW OLE TO 114SIDE ITI AT 2 PERI T4 Of STMJCTURE� BE IN LEO FROM PANEL him (E D EL) 3, 4 4 (INTERIOR PANEL) (INTERIOR PANEL) W�ERTOR 1 FANEL) OF 'L (END PANEL) VAX- SEE NOTES 2. 3, 4 PA14CL (I)- g%SflL%&iE U&L',= Z HANG STORM PANEL SYSTEM _ EL &E F PAN ISM, 0-L TRACKS TOP & BOTTOM, (2). END PANELS WALL XV KCO11NF TO BOTTOM TRACK MAX OTHERWISE A STOP PROVIDED AT TOP OF SUCH LENGTH PANELS. 0 40.0 P.J. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4-0 20.3/e M�S. W/ 7/B"0x3/32' WING 1NLr=;*'ZS41. W/"= (SEX SEMNS AS APPLICABLE) NUT OR L=4x,3/,4 S TTO 4 ; MIn. THUMB CREW INTO TAPPED BOTTOM TRACK� FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. 5 on 'L' OF (4) IN CASE THAT END PANEIS ARE NOT CONNECTED TO BOTTOM T MINK TRACK (i�.. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS $NALL BE CONNECTED, 'TO BOTTOM TRACK USINC SPECS Z��JjL INDICATED ON NOW. IN SUCH CASE, " OF _j_j_ L_J_j_ J " ` L L L -1 L.I.J -1 J JR3) CONNECTION ACM. PANELS TO SOMM OCCUR AT ANY PANEL LOCATIOK �_ �rj' _t :. �_ ft`_`1L � SEE PUT 4-- i I' MW VOT: t INSTALLATIONS, ONLY VAIJD FOR WIND ANCHORS SPEED UP TO 170 morl, (SEE SECTION U1 & ALTERNATIVE E21W ON SHEET IW_ +Zi/18, Iziw/18 TYPIQAL ELEYABON EOR SERIES 2009 E-Z HANG STORM EANEL SYSTEM SCALE� 3/32'-1" 2."7-W WHOLE an SEQ110N A -A SCALE� 3/32'.1' A. TIQ A Tit FLORIDA BUILDING CODE (Non Nigh Velocity 19tur cc" Zone� O� 67 1- A= mum M, cli. 24 GAGE OALVARIZED STEEL STORU PANEL DAWN U., r4411 GLOBAL PROTECTION PRODUCTS, LLC. TE 0 STATE 0 STA 113R� '0 4_�,Ot 20-175 . e , tj,� 0301012 7,- WXTM A, TRIP .� P.L - AR MEL A xMi ENGINEERING ENBINIEERING EXPRE:__* PRODUCT EVALUAT113N REPORT September 15, 2020 Wcation Number. 17W9.1 - R2 EX Project Number. 20-31543 Product Manufacturer, Pill American Shutters and Glass Manufacturer Address: 1640 Donne Road West Palm Beach, FIL 33409 Product Nam & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Role Chapter SIG20-3,005� F�A,C.. for statewide acceptance per Method 1(d). The product noted above ties been tested and/or ev luated as summarized herein to show compliance with the Florida Building Code Seventh Edition = and Is, for the purpose Intended, at I-" equivalent to that required by the Code. R"valuatiev, of this product strall be requited followfift pertinent Florida Building Code modifications or revision$. Stibstaimilafing Daft - PRODUCT EVALUATION DOCUMEN" FX drawing #20-31543 figed'24gs Galvanized Steel Skerm Panels (HVHZ & Non44VHZ), sheets 1-5, prepared by Engineering Express, signed & sealed by Frank Bernardo. P.E. is an Integral part of this Evaluation Report. - 111-T REPORT$ Uniform staft structural performance has been tested in accordance with TAB 202 test standards per test repart(s) #ST-ASG-1 7-001 by Slackwater Testing, Inc. Large missile Impact resistance and cyclic loading performance has been tested In accordance with TAB 201 and TAS 203 test standards per test report(s) #BT-ASG-17-001 by Blackwater Testing, tino, . STRUO-URAL ENGINEERING CALCULATIONS Structural engineering calculations have boon prepared which evaluate the product based on comparative and1ar rational analysis to quality the following design criteda: 1. Maximum Allowable Spans 2, Minimum Allowable $pans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 121H AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@ ENGINEERING Ex PRESS, com ENGINEERINrEXPRIISS�COM ENGINEERING Page 2 of 2 Ali American Shutters and Giass - 24ga Galvanized Steel Storm Panels No 33% Increase In allowable stress has been used in the design ofthis product. Separation from glazing is not required fat Installations outside of wind zone 4 and asseratal facilities. Impact Resistence. Large ImpactResistanoe has beerridemonsmstai as "danced In previously fisued test rapoo). and is accounted fat in the engineering design of this product. Mind Load Resistance This product has been designed to restst wind loads as Indicated in the span schedule(a) on the respective Product Evalustion Document IIi.e. engineering drawing), Installation This product shall be Irrmlled In strict complance with #a respective Product Evaluation Document 0.e, engineering dranil along with all components noted therein. Product components shali be of Its material Specified in that product's respective Product Evaluation Document (i.e. engineering drawing) - Limitations & Conditions of Use: Use of this product Strait be In strid accordance with the respective Product Evaktation Oocumer# O.e. engineering drawlini as noted h"n. All supporting host structures shall be designed to rosist all superimposed loads wW shall be of a material listed In this prodlucVg respective anchor Schedule, Host structure conditions which are not amounted for In this products respective anchor schedule shag be designed for on a sit"periffie basis by a registered professional engineer, All Components which are p"n*nently Instaged shall be protected against corrosion, contamination, and other such damage at all times, This product has been designed for use Within and outside the High Velocity Hurricane Zone (HVHZ). Respectfwly� --Z Frank Bermardo, PE ENGINEERING ExPREss" #PE0046549 [ Cen, Auth. 9885 160 SW 121- AvENuE SUITE 106, DEERFIELD $EACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@ENG$NfeRlmGExpr,Ess.com ENGtNEERTNGExPRtss.tom NRAN­-.N1W1., P7-"1,I :Axe I�T A TI T_ 41 ',`­ "I., - 1� FT11 711-Ril"T111 L - U` 7 Lb ND U) U) _T ,.,ajz _�X-N CMU :-r:fl le- H-­ _Qm JU� Ic -1 g R-CIII H.LZI! AP W W11 WALL MOUNISK71011 n., r,�Ct, X� L r IT 101 LLI y n W,n, L­ Cl.,TT A LAIR 1 1. P-i in'110 Y, YY 11, INN . i-, 1� I ITT 1111�'�f NJ- AT U, 20-31S43 L N� ID L4­ _1_-_E INSTALLATION QUAILS EOR 5ERIES 2000 E-Z HANG SIM PANEL INM EMU CONCRETE. EIE BLQCK AND WOQD SIRUCIVRES 7, �T,-t -�47TT EXEMING POLARED RETE OR TAPCON -V4-0 CONCRETE $LOCK ANCHOR 0 12' D.C. REQUIRED 1/4'0 TAPCON, #140' HEX IN WOOD H" W-40 TEX REQUIR"_ __tC" 06(4* FROM J�Y4' FROM ANCHOR 0 12 D.C. EDGE OF K­"ii 9 1/4`�=M-' 2 I/2� I' MIR. Aft TO GIJASM& MNUM POP ma-H-1:1ar = POP INSIST WAIF MAX MAX, Vol PAN EL LENGTH PANEI, LENGTH MIN -20.2' _MEESCREW TO Wi TH JI TO GLASS� r -1/4 IAPCON ANCHOR *I 2- O.C1 ,/4-0 TAPCON ORO 21.1*1 WOOD 12* C. ANCHOR 0 12* C. CREir OR 14� CONCRETE BLOCK ftMIRED� AAMAM SCALE 3/8wl' SCALE 3/8-1" FLORIDA BUILDING CODE (Man bh Velocity Hurricane Zone) 1401M MIN. PANEL tzhaj -M ROM, *r_ P.R1 1. INSTALLATION ARE ONLY VAUD FOR MAX� A,&DL DESION SMALL BE 2'-6" 24 OAGE CALVANIZED STEEL. STORM PANEL &AWN PRESSLIRIE RATING +/- 40�O p,s.f. AND W-O' MAX S EG GLOBAL PROTECTION PRODUCTS. LLC. PANEL LENGTH. Z 11LIEC0.7 ON S.W 11 WROUT 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD .2`toigi TRAIT ft as 20-175 MEMBERS TO BE SOUTHERN PINE No 2, Wl SPECIFIC M­ AN , A,,I, lim-N, "AD.E., uul� DENSITY OF 0.55 OR EOVAJL� T` IALL AMERICAN SHUTrERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ) &I �rV -B-CM TYPICAL VERTICAL MOUNT ELEVATION N.7.S. ELEVATION TOP MOUNT [CONN Ty BOTTOM LSP_ _OBSTRUC (CONN TIP AS REQ-D) _OBSTPU (LDCATT _E TION) CTTON ON MAX VARY) Urnrx SOTTOMMauNrc NN-/ TYPE AS REQ'D) G PAN BELOW SSTRUCTION) PANELS MAY ar NOTCHED AS RT PROVIDE07HATCONNECTIONS'A'.. OPTION _Y��-20STIMH 11- WITH WASHER5D ANCHORSARELISEDWHICHS ISFYJ T AC WING NUTS FASTENED 0 FS OVERLA * MIDSPAN (USE SPANS ABOVE A B�LOW 08SIRU TION A? GRANTABLE) VERTICAL MOUNT ELEVATION /""27"11. (NOTCHED PANELS) \_1_1� N.7,S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE., 24GAUGEPANELS MINIMUM STORM PANELSEPARAPDAlfROM GLA% (HVH?, WMMNE4 ESSENITTALFACILITIES1 MAX]MUM DESIGN I ALLOWARIS PKt_N$UM INSTALLAHONSLE. INSTAILIATIONS.TER TRANNAINVOTGRADE THAN 30 ABOVE GIADE 13011 IN SUGAR 6) "J46r. In _094 w, __ _Eo9j 5-2. 253NR 59A �R 6.11in it __MA 1. � 27111111 _�2 1. 613 In iia IN t)FAN bLHI:L)ULt: NIU I t5: L ENTER $PAN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWASLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NE"TWS DESIGN LOADS. 2. �PANSL PASTENEW ARE STUDS USED IN cowuwnot,; WITH ALL MOUNTING exTausIoNs J'P-TRACK, MOOED ANG-Ji ETC,), USE 6.25' OC, PANEL FASTENER SPACING TABU VALUES FOR ALL N`- AND -U-MEADERS (INUUDING BUILD OUT CoNvITIONS), 3. UNEAR INTERPOLATION BETWEEN WADS IS AOCEPTASLF� DITHERATEBE ME NEXT HUGHEA LOAD. MAXIMUM ALLOWABLE DESIGN PRESSURES: ffS �NOffTED IN .11,E511GN CHI,�, DESIGN NOTES: SCHEDULE$ POSITIVE AND NEGATIVE DESIGN PFFSURES CALCULATED FOR USE T E LL DET ERMINED PER� W'% I'MRIS SSTZ91" SEPARATE 6 1 111 RING C OROANIE WITH THE E _U En HA G'7""NI'NNEOE)":10')A'l�C"ORR"" 'CIE RWRSM AS OETePM N DAR E W H A CE DC PIER L� R . OF THE, EUI-I.G .DE RADLLSIE.IESS -A 2L.L T , T, ,I IVE OR AT " E UP V SURE CAPA;JT�Y VALUES I-ISTEDHEREIN FORANY `Rr!� 5 V ASSiMBLIASS WN. GENERAL NOTES: TRESS HAS BEEN USED IN THE OR THE PROUECT IS USED EPA L BE RESPONSIBLE ACES"O TVA DESIGN WHICH �DNTRACTCR, fRIN. SHALL BE RECEIRE. IN S EN 4�TOR SPA149 CONTAIN 0 AS e SPAN rUCULATIONS ANODOESNOTPROWDC CON DITIC'S OXFF ED EWINE"MORR CUME117S POR USE IN BASED ON MAXIMUM TESTED CHANGED AS FIELD HITICALLY OR EM.woso To ETEANCHORS PER 11177111CATIO 01 A1F3A"ATI1K5 ARE 1111111111, 16 ACr8,Aj%N.. ADDITIONS OTHER MAR.ING5 TO THIS DOCU MENT AR� NOT PERMITTED ARIO c1YAM1A`T1!11US O�70%"IMUM 0 1 LABE 11� EV111411.1"AL11.1111ASENTLY LABELED VII A14 F0 L 'S ER� '. I! MTAINU`G THEFOLL01VISaINFOR-TI.N! � M_LAME�,CAN sHuTTeRs U I, GLASS �Esr PA M BEACH, FL 2 1' L FLO R I D' I P`9A05D`�`C`T`ATA76R DV`A3L N U M BE R VISIT ECALC.10131643 Fl,'R 1­_ 31�, RZ ­1IVJ I � 3 NINE MINIMUM ALLOWABLE SPAN SCHEDULE ON I 1� 3 RUWW_&M0 MWIM RPR AU WILIM)IM MCUAM IN TAB" ARi ,I_ TABLE 15 IOSOT4 12p TINITH OR �IMIRVT S TI DIC-) A66 24o PAWLA, � sMN Wl� PANEL GLASS SEPARATION NOTES: 0 d, L ENTER SPAN SCHIEDULEWIT11 POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED, 4 SCHEDULE 15 RMARIED FOR USE WITH POSITIVE LOADS ONLY. EOTIDM MION, INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISIE USE NEXT HIGHER [CONRIY11� LOAM RWD) 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTLAIL FACIALDIF.' . IN WM WIND Z014LS I THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT RISQUIARO, AND NO MINIMUM SEPARATION FROM THE PROTECTED MING IS LEQ�TREC. 0 r, `,01PTIONAL INTERIOR FASTENING DETAIL �NT OP ONAL EGRESS PANEL QUAIL M NIT EDR FASTENING NUE $c"w ISO L", 3 1.0 rA Z 1 -4, > U 9 AMH a I el -4 o Y WA a w", I I � !Eim V�v; I - ID W I A, Ltj ff -2.2301, 7 7 IQ GA 4. Z 0 4" 4� TYR i TYP 9 2D94" I " , _0 0 0 0.. 094" I� A ..3 3 1 .082 "Ar - .061.. URR , , WC62. TO IG,I C. U3W 2.00 , �.11 .250, 20 TYP. 12 1030" - .1-m, 'U" HEADER 00 2zoo 41 3. MO" MAX. 0 30" D1 1 561 t:111%, ;4 0 oai;, M ;S.. 0 1,1,ljq 0 350" IL To, 12.50V'PANELCOVERAG 14 P75' PANEL LEN711 1 frrT IAY'11 250 tLB 09u, S _R_ """1 6,710" BOL. TM Typ� D-OUT'r IRACK (7)"E, AJMGUF� MACK PC o.957, AWT MAY -i US 2S' MAX. .25" MAX, MAX, BUILD-O DISTANCE TIF ff Ll- MAX ­1 D� I All MAX- 1.50w MIN. MIN R, -EMBED A D T'S I r-91 ANCHOR SPACING 24 GAUGE PANELS; PANEL FASTENERS SCHEDULE: @ MS'O.0 U"I Rpie I; -11,11. 1. a . IN 3/4" EIDGE DISTANCE ANCH TYPE OR PRESSURE (PSIP) 114- 2" BASED 33 48 TZ OWN TYP C, 12.51, 16,01, 1610, IQ; 12.5" 160 15.W 4,. R-1 12,511 J6.011 16.OL' 7�5" coil IT TYPE C, 12�5" 16.0', 12,W1 15.V, A.. 12.5?' 16.0" 14,7'* 6,0' .5" 14.7" CONN PC C2 C3 C4 1215" 16.0, 11,0" - 12.V- ma. 14ji Dov! 12.5' 16.0' 14IT" 6io" ­W' I V2, DjUti) 33 vl�o SCRE. 41 48 T" CRT, 41 12.5, 1.2.5'1 IZ�5: 12 L 12,51, ILE' 16,& 16.0, ICU' 14&' 16 0:� lalo. 16.0- MIDI' 11.4" IL 4" 01 10.5" 10.1" &P 7 D.- ---------- 12,F, 12.P' 12.5., 12,5 12�5' Is.0" ir.O" 16,0­ 16.01, ltL 16 G'T 12.1', 7.0, 9.7" 1.,.. 9;6.. 5,6- E, 21 12, F, 12S' JLT: 12. 9' 12 5" 1, 5- 16.0 MV S.7" 5,0 16 16.0- 91 1' ;9:,�M 12,5" 1 Z S�V� SNEED 33 41 11�D E-Ul. 48 * 3M 52 2.51. I.Z5" LLT 1619. 8161, 115.0- 7.13" 15A' S,9" 5.5" 12.V 4,7" 12.511 ILI' tjL r.n' &Zf 15.51� �Z.V' 1�� 1Z.3" IZ.V 5101� 511" �0' 4,1' 41710 410�l 4.7" 4.0- �.V' C." 12�5? sZ5" 6.25�' &2V 6, EM on MIM mffl� MM EM EMEMEMEMM� ME LLJ S In IM/m/am. AN 0 0 E W/Offl// '/'/ 0,*/� j W /10 W/10 0001 0/1/0W, PMRI. �, R M X0WI/M V/O// ANCHOR NOTES: L. ANCHOR SCHEDULE ARPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROYTOL-Z MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED I N SPAIN SCHEDULE SHALL APPLY 2. ENTER ANCHOR SCHEDULE �ASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTUR MATERIAL, & ANCHOR TYPE. SELECT DE51GN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHIFFTER SPANSELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 5H ET 2 FOR IDENTIFICATION OF CONNECTION TYPE), 3. PANEL FASTENERS' ARE STUDS USED IN comUNCTION WITH ALL MOUNTING EXTRUSIONS ('F`T RACK, STUDDED ANGLE, ETC.�, USE 6,25" C.C. PANEL FASTENER SPACING TABLE VALUES FOR 9? LLJ a�j Va, W0111 0 9 VZe,; ffi/'/5, a a = a V41 41 �,111!1111,VAIMMWIM V/2 F"W/11111=3111111MV/001 W// VOMMINI MV00 r"1,11�MV111111 V///W �Kwz ALL "H'- AND'U`HEADERS (INCLUDING 5WILDO NOITIONS). 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENCATIONS. 5 HOLQW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTIM C90 51."X 6: MINIMUM 7 MINIMUM EMNOMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, EMBEDMENT AND EDGEDDSTAKE EXCILUDIES STUCCO, FOAM, BRICK, AND OTHER VIALL FINISHES WALL FINISH ES SHALL HE LIMITED TO 114- MAX OR SHALL HE VERIFIED BY OTHMS TO ADEQUATELY TRANSFER LOADS TO MOST STRUCTURE. 5. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRA�CKED CONCRETE ONLY, 9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDETIONS MAY VARY� FIELD VERIFY THAT FASTENERS ARE INTOADEQ0ATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, Io. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHAUL BE LOCATED IN CENTER OF NOMINAL 2 " X 4" (MIN.3, WOOD STUD F�:. EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOODST DSHALL BE --OUTHEP.N P�g G�O,S5 ORGREATER DENSITY, LAG SCREW SHALL HAVE PHI ULIPSUPAN HSAD OR HEX HEAD. 11, REMOVABLE ANCHORS ARE: OSWALT PANELMATE, ALL -POINTS SOLTD-SET IN BRA55 BUSHING, 12� MACHINE SCREWS SHALL HAVE 1/2' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAX HAVE EITHER A PAN, HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U. N�O. 134 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES, 001 MIN 941A 211 A SO a 11199 'FROPRAVIERIP"PE j, fl 9. M HIM no Imam 11011 omn - N AM "I "M 54 14. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, I I I RPOLATI ISNOTP MITT DFOR E WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET, 0 0 a) CL CL 0 0 CIO 0 U) =3 -0 C) CIO -cu U) 0 , CDL -2 CU C: 0 Co Li- ,- 0 M > ,u) .a) a) E a) 2 C ca 2 U) < - F, C) C;-. r, 'I X L -0 A C)- -0 0 0 7 Cn _F__0 CIO =3 0 0 C: 0 0 Cl) LLJ Z SHEET NO. SH 1.5 Ri" r aP-Y7o$ L-e-nnas Hcauz U Sinc� le ��.;I (J-0 0 `3eu- Sy �ar TR1, (ebb OH- 5lcx,,,e- ml�