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HomeMy WebLinkAbout6603 Back Forty Lp1 1 11 -1 __ 1' i a N M L0 LO 91 01 r/) 00 0 J 0 I M ra N L0 L0 0 Q N 0 0 J M 0 I N N O LO L0 N 3 H Q M 0 0 a a E 0 x 0 0 0 0 0 CD N N 0 0 a rM CV N r L0 45 0 d 0 w x a m 0 cn 1 1 •T, AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Fig. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation FED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 03-27-14 1.0 NEW BASE PLAN 12-28-17 2.0 2017 FBC CODE UPDATE 08-23-19 2.1 TREVESTA 150—C ENG. 12-19-20 3.0 FBC 2020 CODE UPDATE 11-29-21 4.0 ADDED ELEV KLM PER C.M. 07-27-22 4.1 ADDED 4" WALL IN LAUNDRY RM tr I m 1E INI ISI 4% 11 9H 3326 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7.1 FLOOR/ROOF FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL PLAN SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS D2 DETAILS & SECTIONS D3 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. e+n N 0 N � a r as -c > W 0 �s 0 V CV COCc 1 Yf C7 CN V7 N tD Q 3 m y Y y a= cu a E - c m Q � 2!�� v d a� E a f7' ° 2t ce � o N .� cV Ji 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 a � U 0 N Ism C N N N J31nti� Q Z— C')') R # 1 C J L Lu JLLLL � 0_ -o a Se m c (1) W > N N 0 2 W �. LL rn cp m w 0 M Z Q Z O0 < o W ❑ ❑ L N O O O Q Q rz � r M LL 4-1 N � �° 'fit • U 0__.� t) lL 8 N �N U W J U N N M �Q sm o 1Z Z Q J lL zo g Zo U Eca wi ah oa \\ Z o _vJ � �a R O J � oz t L wg ww m0 Z Cn m J zz Qo� or mo '¢w ( 0< �a U T Ott w d z ~ IX O 7 LL = Jo aQ;o `r V zl< 3 J LO LO Q � F— .- ICU o o d- O Y . U °_ W m O V1 J }/ LL U o CDI Col ID7 N Cy) LO con cM Q o r c� U E o c T y Z Z E T E Q c`o c a U v M Q p c °i JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. C S I I � 3 co N Cn Q 0 0 0 J 00 r2 CD 0 I N co M L0 u7 v v 0 0 Q 00 rn 0 M i t+M N WO 0 LO i LC) LO LO a Q C 3 Q tM [V 0 0 a E a E s v J CL 0 0 a� rN No v 0 0 a CN 0 CN rC 0 d 0 W Q v' c v 62'-0" _ A D J T H B S3 TYP @ 1 STORY S3 O S6 25-SH TYP @ 2 STORY AC PAD AC PAD I 1 C O SHEARWALL S3 ® a O 5-SH --R&S- EQ E BERGLASS SIURROUND r' I 5-8" T-5" TB SIM. W/O : STEP 91 10'-5" - 12'-0" °b OWNER'S r O. BATH 2668I 8" O r; T_w N� w SUITE Q H3 8'-TIC TILE I A• 2T t�6 S4 8'-8" CLG. 2668 80 N TP 8'-8" C N CARPET SIM. I I I I - FIBERGLASS I 1 U) FLEXoo T o ib Lois _ SURROUND � I Im o BEDROOM 2 N 1 8'-8° CLG. N �, 41 m _ I 60" X 36" I I CARPET 8'-8" CLG. =U) �w SHOWER 1 .I.C. 1 CARPET � Nw O - I CLG. I o 1.7 r �8'-8" w =w TP . I CARPET _ B b O M� v H3 �068 z 0 � j 5068 BF '--3 3'-7" 6'-4" 9'-1" T-0" V-8" 8'-4" w i PLIFT ------------- R&S S4 2868 IR.A.G1 ----- R&S -----HDRAT8'-0"- --fir. HDRAT8 0 . 1' Orr - 1 i HDR AT 8'-0" PLUMBING LINE TO SECOND FLOOR 0 FOYER M (( $))1 LIDS W SYP (3� 2x4 #2 SYP 8'-8" CLG. Or iv I I 1- o DTT2Z @ BASE LIDS W/ o TILE A-10 ENTR O SE DTT2Z @ BA6" C v21'-0" 6-7T-4" 17'-0" CLG AFF i8'-8n 00 G.T. I I co 3068 Icc I I II D o 0 c0 u7 N S3 16'-8" S3 4' Orr - - SIM. WIO �a I r------------ -- -- II o STEP l El ' - �^ ' II gg OA GREAT 1 w II _----------- N ROOM 11 z r-- O 7-` 8'-8" CLG. II D.W. 1 2 CAR GARAGECARPET I 111 LJL J " 8'-8" CLG AFF O SH A I 4 1112DEER I I I I I I S3 ' KITCHEN - ; g1STORY ..1..k12- 1 8'-8" CLG. W (3 2x4 #2 SPFoTILE I I 18'-4" 9'-4" - � " - _0 W/ DTT2Z @ wI BASE 20'-8" I I o (D 1 32x4 #2 SYP % 5 10L CC wSUDS I I bo W/ @ BASE OPT. 19 1 116 wo ulDTT2Z O 1REF. IIII 2668 0^o III III SIM. W/O COO PANTRY _ __= HT 8'-" STEP o 60 CAFE 2 LA� 5-7 0 CC I I I I Io I 60 U) _ - 8'-8" CLG. w oo CD 8S3) '-8" CLG. H1 BUILDER TO PROVIDE I I I I I I `D I CARPET SHEARWALL 5 - TILE N `' 2868 2 Err APPLIANCE PROTECTION I I I WHEN REQUIRED PER FBC I I I - = OPT. PT OD2 E 8r 8r, FLAT CLG. 60 aw io I K I VERIFY LOCATION I TILE � 0 9 N L- - -- ---------4 ELECTRICAL PANEL �D - T-0" 12"DEEP SF -U) o CV A S3 TYP @ 1 STORY \- HANSON BOX DRYER VTE @ 36" AFF p S3 J S6 TYP @ 2 STORY -r= VERIFY METER LOCATION WITH BUILDER I= V-8" B'-01 L 4" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20 X 381 18 J X 371 S.H. 14 20 X 501 181 X 50 S.H. 15 20X63 184X624 S.H. 16 20 X 72 18 4 X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 i 26 x 3711 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 27 X63 26X621/2 S.H. 1 H6 27 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 361 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 361 X 62 1/2 S.H. 26 37 J X 72 36 2 X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 � X 25 � S. H. 33 54 X 381 52 J X 37 J S. H. 34 54 X 50 J 52 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 } X 71 � S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Al SCALE: %4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills 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 f1r. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 GG SEE SN SHEET OH 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 INNINE MENE11 MASO N - •_8 MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 37 TOTAL AREA 3816 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) !r! ev 0 car � fig, o .-- " 0 a� o -.b c r cc n N _ m x N O (r � N N � E e CU `;. ;J /r y To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fA W a v E O U (� O (D o c o n 0 � N N N 04Z oa# vv Q rNi C J LL W JELL , 6 W _ m c rn L Y o W "1� f9 og Z � coLL Z a I_ N o U = O U W El z O 0 4 _�g Q. r, Ln o W 0 o N c J -_ E 8 L = ) N � (D J N -A a:. E a Co -�� �r 0 �a � o< z � � h w� � „W �¢ it � Ceti i a�� z m �;� �Y a O�J. a � �z `C> ° =w W 00 cc LO LO DI /1 T co : CL O o o O Y J T N m m >, 'LO +� o U_ M O o O �I 0') CN m N LO n co Cl) Q CD T cfl L0 E w -E CO o m D r z z E r� y �' M f9 E C C a.0 J Q o J JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. 1.1 I -I ., I I -JI- - -L'.1_ I- I I 91 1 1 1 11111 111 11'.'11 1 '1.1 , , t I. I _ _ _ I - -- _ I I I - - - I-- _ _ 1 I I _- 1 111 L , 1' II C" 3 CN cc M m u7 v CCr S Q 0 O J 00 I N Q CD rM LO v ID rn 19 J 00 I M N 0 0 LO m Cr 7 c O 0 3 H a M a N E 0 0 0 0 J ti r--------------------- 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 I I I I I I I I I I I I I I I I I I I I r----------------------- Frew --a HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140(; RFV In 1 90 ('.AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. 'WHEN THE TOP OF WALL IS GREATER THAN 9'-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 } X 25 S.H. 13 20 X 381 18 } X 37 1 S.H. 14 20X50J 184X50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20 X 72 18 2' X 711 S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S. H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 � X 38 � 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S. H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 52 } X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-Al SCALE: %4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET ow 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 MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 37 TOTAL AREA 3816 PATIO 24 1 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) en s� 0 N C" 0 Z �o •� co 7 W LJ N m C-4 = Lk- a i N t � @ N y a' a, c E = co - ��'asa c co ;52.. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a 'q E o co 8 Od 0 20 1,V N_ m r Z J .4M ej M V w u_ u_ LL• W Z c v rn L O WLL o RiN� 0 oar o W c' °' m w Z 0 ,� N d J N Z OU 0 en W ❑ ❑ V M z N (h o Z N Z o Q pir z �-1 � o 04-1 O^ w g tJ J Ly N U r - E t 8 = Li p N 14 tffil 0 0 M M � � O Z Z G u o0 Zo <R o- o E N V WZ I- 6� 2 Uo �Q o oQ Z coo az wz CD <o mo � sY oa C wm 'aw Z m J 8 <m z go W � a J 8� wLL az U m o� w= o w¢ .o v zla a r � 3 > Ltd 'O ui v, M F - r CID :3 O o 0 C:) YCr t- U U) N Im m ,, o Ln a_J r +_J 11 CM Q) I U C:)C:) 64 M m n LO M Q C)CD r LO a; E w o E r i6 Z Z E r 0 c E 0- U � Q p _J JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. 1.2 Il 1 1' I' I I' _ 9!, 1' -- ! I111 1 'I 11 1 1 1 Al 11 II 1 1 11 ! _117 t 111 I 1 11 1 - - I v\ i Q Cc N M Lo L0 O f O �C> 00 CD O I C'4 x J Q C-4 M M L0 L0 `v C� 0 0 J 00 0 I r7 N `) :c L0 v En 3 CI Q 0 a E r—v W 0 `v c 0 rh 0 r` Ln 0 0 0 a M 0 Lo ai 0 d 0 W v N SIN SIN r CONT. HANDRAIL RETURN TO_ %/—��WALL DETAIL „ j SCALE: 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. STAIR SECTION SCALE: 1 /2"= V-0" STAIR CALCLITIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and anv soffits protected on the enclosed side with 1/2-inch gvpsum board. 3/4" PLYWOOD DECKING bo 60 VARIES, 2" LESS THAN CABINETS BELOW MIRROR , VARIES j , C w O MEDICINE CABINET o0 � O~ O~ d U Q Lt- Q O > (V 7 co M co co 80 MIRROR t — 0. BATH F* DW O in 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER O CV FIN. FLR. KITCHEN ISLAND ao 0 F 0 M BATH 2 i I O M O <V O M OPT. REF. KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD � z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. X TOWEL BAR n a ON BATHROOM WALL SHWR. o o VALVES w o 00 = r CDSOAP ^ - O O -J U 00 o DISH LO r 0 LO 0 _ O to cY) co O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY o0 60 0 F- MIRROR 0 r` 0 00 iTl o M BATH 3 HOOD LD D r, J .RANGE KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" 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 O BRACKET 36" H BASE O FINISHED CABINETS - 0 COUNTER TOP " 30 H BASE 00 LL LO 0- CID O 2x r' >- r 'n 00 FRAMING � c, GO 1 /2" GYP �? BOARD — FIN. FLR. 2x P.T. SHELVING CABINETS - O o 0 1 T CV CV (V FIN. FLR. - ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DIAGRAM. a+rs tV O N C" o ar -a > W Cc V CV 'O m YC .. C LL n- N Cc O i .Q +~ Y d �" ✓ d C E L c y o cc (J rs 3 :� f4 W N A C� j g' - a � J•.��'yfileii6tt�,��,p�, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N oo Q U V Y 6 c (0 '� N o Ln N Nrr;� o c) v Q J LL u- — o 11 Lt uu w o. o Y Z Y Z$ 0 �r (D W O O in�Qj Z 0 NZ LL m J a ZN O U v to W ❑ ❑ z N cf 0 52 z N z o Q � J r � r Ln z v o 4-1 U 0 LL o I N �N U LL J F- — E il..... = L U )o • N 14 rd z O M J o � n tt z tL m zo oo > ry a. Ca O � V oa � _0 e o � �Q U o� < Z Co � L ii z w Q J cn ra ao 3a omz mo o ZMc m v J g a w ¢ ° z z _Q W T <� az Z N L _ m = o J v, rr i a MJ M V zI¢ � U > J rn .-�LOW :3O o 0 O m LO O T d••� M Q) I cfl M cc m i Li) Mo t:M Q T E Z 1'� Z E r rn E m c C5 a a U ¢ o c JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. 2 3 ZZ Cc cV rh M Ln cr c 0 O J 0 I rh Q M M LO O cr (n O Q J m t2 0 N CV O O to un 42 cn� .�.QQ 3 a PM O i c a E 2 E c J a 0 U J a� t� 0 LO 0 0 a r'M O CV N d 0 W s 0 N rniv Y eo T.O.P. _-_ HDR HGT. 1'-0" r- EXTERIOR PLASTER ON FRAME —� 2nd FIN. T.O.M. 'HDR HGT. _ — FIN FLR 12' RIDGE VENT SHINGLE OR TILE ROOF PER 12 12 COMMUNITY SPECS - INSTALLED PER 5� �5 MANUFACTURERS SPECIFICATIONS 1" x 4" SMOOTH - - TEXTURED - TRIM / BAND - - T.O.P. HDR HGT. ----_— — ----- 10F16 F1 ------ -------- ----- ------ 11-011 iEll r 18" X 60" _ Fr SHUTTER fi 00 M M,EXTERIOR r PLASTER 1/2 34SH 8" X 48" ON FRAME 1" x 10" SMOOTH 25 SH 25 SH SHUTTER FLASHING 25 SH TEXTURED TRIM / BAND 2nd FIN. F R. —_------- _---- ------------ O-------- HEEL o CO T.O.M. -------------------- CJ / WEEP CJ / WEEP HDR HGT 1 o _ bo bo TEXTURED L wamov TEXTURED CEMENTITIOUS CEMENTITIOUS FINISH ON CMU > ' FINISH ON C.M.U. (NP) II_ � 25 SH 25 SHIN FIN FLR 16070 OVERHEAD DOOR 3068 F1)—/ F2 F2 F1 F1 \4FO 12 5� } F"f 12 �5 FRONT ELEVATION — Al SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 12 �5 RIGHT ELEVATION — Al SCALE: 1 /4"=1'-0" ------------ REV. 09.24.21 N N cn /= C W Z c a � ci cCL cv cc 9c t Zn y O Q N � d a> E .c to m � � y y 0`� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W g �E O M N N m o� O d O N N _m OD N N O ? W Q 0 C J W W W a� Z mcv m o i W -f'- IS cc N O 5 m Z LL tn�6jO' w N M Z Q J ZN O U < L) W ❑ ❑ z �o o 0 z OD Q C� 0- E3 N M Z o 4 LL w m D- 0 V) w S v w J E L Q X) 0 O 0 O w m M �a 2 z Q w zo g m a� CZ 0 G LL Z 7 O c z a Q 0 0 p Q z _ co D d i ¢VO z Q w w J K p 0 '0 oYZ mm zE CIDJ <w �Z oc go W cn o <p �w m a 3 O v w << ;o zls� a � 3 N T = >� J LO Q c� 0 0 0 O ,— (n o N im >, o LO +, T 4-1 LL M ai U o CDI M � co C14 m i Li) M Q C) T ui E E C0 0 Z E T m` d E U J 15 Q 0 c J JOB NO: 23-06138 SCALE : AS NOTED SHEET N0. 3.1 I I I - _ - I I 1-1- - i 11 " .. 'I I 1 __-11114111 �� C <o M M Ln un Cr O () 00 Q 0 O to 0 I N a to Cq M WD lf'] 4-1 O J 00 t2 0 r� N O LA LO LO rr c a Q o� 0 3 C-1 Q r� 0 O E H E x 0 c J 0 -U J a� M7 O r` 0 0 N N ci 0 d 0 W s m 0 SHINGLE OR TILE ROOF PER 12 12 COMMUNITY SPECS - INSTALLED PER 5� �5 MANUFACTURERS SPECIFICATIONS - - T.O.P. HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------- — — — — -- — ------ FLASHING EXTERIOR PLASTER ON FRAME 12 4' OFFRIDGE VENT 4' OFFRIDGE VENT 12 -I10 5 �i N co -------- 2nd FIN. F R. ------ ------ T.O.M. - . HDR HG11-011 �.� EXTENDED 4' OVERHANG TO BE _ CENTERED ON TEXTURED DOOR ao CEMENTITIOUS _ IT FINISH ON C.M.U. (TYP.) e x 25 SH 25 SH 25 SHl 25 SH yy � FIN FLR SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS - — — — — — — — — — — — — — r- --------------------------------------------------- EXTERIOR PLASTER ON FRAME 12 ------------------ ----------- ---- --- REAR ELEVATION — Al 12' RIDGE VENT T.O.P. -------- HDR HGT 2nd FIN. F R. -------- HEEL -------- HDR HGT, FIN FLR , z bo bo LEFT ELEVATION — Al SCALE: 1 /4"=1'-0" REV. 09.24.21 N N c C o a ur o � C— C C-t y A O .- y 0 N L y a7 tC Q N Y a� tv i > C CM y fl- C I I !I fillll��� \\t\,\illVli •, FL f �AESSIO�P�\\\\\\\ 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 - Residenfial 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E Q N O V N c0 0-7 W N n U)r M ,a, 2Sz5 LL W Q C J 5 U- i a -i W Z cc C a U) Lt m o o co N W W r- 0, o 2 rn W m J Z CC) LL M Z C I- o N O U Z Co W ❑ ❑ c� z N z � o N 1 r Q � J — O LL <n W U p° O W S N � Y �V) in w � U✓ - E I I _ � d U o N Lv U)N e 1 N .4( O w cM'> o Z a s L 1 a E Z G > ^ a 0 ;_ � w==o �a oa F— r0 a0wo g0 U I0 � U aa0z o Z Z�E I� wg w= 5 N c ao .2< mC, o° z m J �0 a ° aw � z go W C3 T 2§ < M z � F 0 z H - o M <a c� �o r >� LO LO ui rn m �1 Q 0 L- F— r O o Nt OO Y o � CN M W m O r }� U- co C� 1 o 04 to to .0co m M co n LO M Q C)co T E 2: O (0 N z z E T— w a o U 0 JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. 3.2 I - -I I' 1 I I II 111 1 1 1 1 1 1 1 1 1 11 11 -- -1 - -- I A _ i 3 Q cN rn Lo v V) 0 �o 0 J 200 t0 0 I r� N T3 Q M M Ln v 0 0 J 00 c0 I N M N 0 Ln Lin L0 L 0 cn 3 a r+7 O a N E CL _ 0 d J 0 a� [.i N O r` ram+ 0 0 d N N n Ln a1 0 0 Z m -o v cn 2" *NOTE: VARIES 1'-10" 1Z' CAP CAP N N FOAM TO BE USED 1" RADIUS 2" 1„ 00 `D ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE I2,,I 1" 2" OPENING VARIES 2" � 'e,N - 1/2" RADIUS 3 1/2" RADIUS 3/4" RADIUS 4 1 -54 �M "a 1" 1" BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 1,1 4" VARIES 71SIN 1, O,r �- OPENING _ VARIES 11�rr iv o 21„ 2 VARIES 1, Orr M iv 12' VARIES _ -IN 11, 1,_Orr 1r1 1 1/2" RADIUS 4 3rr 3411 4 4 42 L%Liv , - 2 1/2" RADIUS in MIV p = �I N rim rile � VARIES 12 ,1, 5V , 3� 11" 32, 1" r' 1" BASE CD BASE 3" ,,, 2 N 2 1" 1' 4 "Fri 10 *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN d cD � REQUIRED BY COMMUNITY SPECS. IF NOT, 1 OPENING VARIES 2" = �N 1'-6" 1" 1'-4" 1" DETAIL TO BE 2" 2" BUILT W/ STUCCO. EDGE OF 2_ ' OPENING ' 0 1-1/2" THICK 1-1/2" THICK 4"� 10" CV 2i 1, I I 10" 6" N 4 r I IN _M L4— a„ 6" 2" 211 N U) Cr cn -tN 2 N > o� _ - 32° / > 1-1/2" THICK 2i1, 4 - �M - - 2'-4"- 5g 1 5 52 1'-4" 3„ N GD - - ,,, 54 N I IN � , 4 1" 1' 2 VARIES VARIES ,11 C fn__ Wymy _ - - - -- - - - - -- -- --- 22„ tN asVARIES VARIES 4„ 8" , 32„ r r--------- cv N 00 s• �a �1' 2 6" 4" � <V N KEYSTONE F11 b OPTIONAL J. KEYSTONE F11 00 r` OPTIONAL zo L3' 4" GARAGE DR. OPENING 4" 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIES 11 • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH ro • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14, 1 -64„ 14, 12, 1'_4" 2"• SMOOTH FINISH FOAM/ EPS MATERIAL IS ACCEPTED 54„ 1 12 54„ 3'-8" 7" N 1 " Orr 3'_0„ 4„-- 101, 1'_4" 10'1Al :- N 00 (V 1.9 00 O 'I ____ - _ _ • z N O 1'4" 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM � ra • POLYCOAT (HARD COAT) I / • ACRYLIC SAND FINISH c� Lc� 0 0 Z d v =j 7 W O v c� c c '� n- N N C f6 Q N Y N r V u y T r c i� M N O N O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q �E O M U V 0 (0O O 0 N N O C D °' N N j), ei Q � Qj r) V 4 LL u_ LL w a J w @�_ 0o L6 N (D o� °' m W �. LLW J N Z Q ZN OU L) 6 W ❑ ❑ � N O o L g Q n N M lL cf� LLl � OLLs V v ! O ~ U L J m L C ai 0 y w d 0 O �Q N o M M J �J � � CIS a E @ p V w z® oa F- O x� U O �u �QZ a wZ Z _ 3r � _ Z 2: W U:) T > 8 w� a= ul LF m a ¢ � oLL w Z v ola ° 3 H T 2 >� J LO LO rn m a cc �-- T O p' o o O .. v}J /'�� En m O LO r ♦J U_ O �I CN m N i LO M Q O T E C O cc 3 T Z Z E T c 6 a ci JOB NO : 23-06138 SCALE : AS NOTED SHEET NO. F1 I_1 II I I L1 .1 1__' III - I I I I- _ I i 1 Ilg u 111 { .' I I - I I 11 IT 3 TJ- Q CV M LO `v N Q O J 00 M 0 I M M CLn v 0 Cnn 0 0 00 to I M / L0 O 7 O- N O v+ 3 HV— C1 04 a E y 0 x `o i a 0 0 1� PM 0 LO v 0 0 a CV N L 0 0 U m 0 LO ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI LIL 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 FfF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � . 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 ;Q% P.®D EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P 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) N TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER _la ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ME M C 20C 150 UNDERGROUND IDis SERVICE BY POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 Typical 150-200 Amp NOTE: ELECTRICAL MATERIAL AND PROVISIONS OF THE NFPA 70-2017, CODES AND THE LOCAL POWER/UT 150A/200A INDOOR PANEL CENTER 11 x14 to lights & outlets NEMA 1 00 #12 t0 appliances and GFI 150 AMP/ 200 AMP 01 #10 to WH 21f 10 #8 to Range ( / 10 #6 to HVAG FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" 9" 0 N C" � o Z -o d/ LLJ C2- caav� m l- a N M G a- N in d a /O 4 N G a� y o. = T � ro G M CV 0 CV M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fA W Q o O N V R 0 E c° ,� LL cc)N , LL M rn"L w Q LL L L J 0 C 0_ ry L « f0 c'l CO m J W o (31 m U) W Z co o o w M Z U 0 H 0 N t o v ❑❑❑ W 00 O 00 z � h � M � v 0 o a--+ 03 0— U> Iry w � V 0 N V I w Ly N � ~ (n U di E -'...... 0 • N m o J ¢ w CIO M J 0O , - z Z � 11 cd Ep z o z N o� W z z® oa fcu Q <� �O O o ¢Q Ott a Z � L wg �w cr' c <a z Q m� ° Z'2'Z J " ''<w 8 3 `� Z° C U O ¢o m o o wa Qo .55r = > J LO LO rn m Q c� (3) � r CID :) O CL o in J N m m LO O r LL M o COI to m N M Q L LOT 0 r E CD o M r z Z E T ti N m a- 0 Q a JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. 4.1 rM -- 1 1 11 I 111 IF L I I 1 11 1 1 - - I' 11 II1 pliI I � I I I I U 3 v 23 Q co CV rh M to to ;u 0 cn 0 Q 00 11) 0 J 0 I N / co M M to to L N Q J tb 0 N N 0 LO L0 Lo L C� Q 3 C-1 a N N a E 0 x J a a 0 A 2 LZ ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150AI200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range 10 #6 to HVAC 7 n 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING O TERMINATION PER �[ NEC 17, 250.94 J 150=2/0 200=4/0 in 2" Conduit 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 1. Electrical outlet heights as measured from finished floor to center line of the box to be. 16 AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance With FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 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 EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER Owl ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I IN ATTIC SPACE SWITCH & LIGHI I I I I I I I I I I I I I I I I I I L----------------------------------- SECOND FLOOR ELECTRICAL PLAN — ELEV—Al SCALE: %4'=1'-0" C" N N 0 W o o c� o v � — �mx aL a. coo Q N � is a� � � G a3i s •r � C C] cc 9 ~C N CEE M N 0 N r` 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E 0 aco 8 $ (� N 0 m (0 GQr W N N w # Y/ V% n "L a J N C')') V Z525 tl Q c J 5 w tou- 55 Q_(� w 6i tL Z m c° vYi If 7 N N �Y W °' W co 0 m w Z t� N Q J IL 0 N OU o Z W ❑ ❑ Z N M 0 C N Z o J U) N z a 0 f� w to to 0 N c �V) v lJ J J _ E o �.. = C, o to N ts, 14 o w M M J i ¢ a� Z Z LL zo >M zZ Op iz 0 E V o pa t73 F— n7 _ E o J O 0O O E°Z o <o Qo Z �n C 3a OU mo °1 Zr Z m J> m ¢Z > a 0 g Z E O W i/i wLL �Z O a0 v zl< 0 3 .y T Z >� J LO LO 01 N ICU �\ i T CID O o O 0 Y t— � J U) N >. Q L O L.L. c ) o cal cc N 0') LO n Mo cM Q r Ln E E Cfl T o Z to Z � y E T c @ a a i U Q p c JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. 4.2 i Q to tV M M LO to N Q 0 J M Co 0 CN th x J Q Co M M CO LO Cr U) J 00 M Co L] I N N O LO O / LO 2 v Q C .�C IV- Q N 0 a E F� iV E S 0 a. 10 01 W LZ N O h ci 0 0 a N 0 04 hi S 0 W Q m 0 N v ih ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule (No Upper Ventilators Req.) 1/300 Rule (Must Provide Upper Ventilators) Ridge Vent Amt (Ft.) Off -Ridge Amt. Total Ventilation ATTIC Provided SPACE SQ. IN. of SQ. FT. ventilation of vented required soffit needed I Total SQ. IN. of ventilation required SQ. FT. of vented needed SQ. IN. of ventilation to bby uppeed ventilators SQ. IN. of Ventilation SO. IN. of Ventilation by Upper Ventilators (See Elev) I � I Main 0 2 Floor 733 704 101 352 25 176 276.0 0.0 276.0 (Zone 1) 1 i Main 0 0 Floor 17 16 2 8 1 4 0.0 0.0 (Zone 2) 0.0 Upper Floor (Zone 3) i 1552 1490 213 745 53 372 12 2 456.0 180.0 1 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ZONE-2 ATTIC SPACE 17 SQ. FT. ROOF PLAN - ELEV-Al_ N c C o � d � 13W Z o z J [1 CiX 1 c � � N C0 p a y U N t N O CU E c 0 0 s `° Cu v d 'i c co N G c � v U c7 X To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. V) a O O O N 0 _ N O) V a ` Q_ t0o N N rn ANC) # NMd 2s a C J LL LL Z co LLu- S W 1 0._ Z —2O' _ � O W LL W 0 0 o W u7) Ch Z Z LL 0 m Q J 0 aN O V U O Z W ❑ ❑ f`7 Z N M �o z N 7 � � v E3 tJ1 z 0 v,1LL T n O w V) -��y � (n U N W J E -gip p U i L U 0 y U) Y FIMI CD � h 0 � J a z w a CO G Gry mE O U oLL ze oa Qo oas cowz oa ww t o ¢ z m J z_ � os z au W tg > m w a a x oLL 3 o v NZ aF M: .N T 2 L LO Q 0 CID 191- O C 0 YCr0 (^ U CN m m LO � 0 T_ }j tL M M U o CV co 00 N ai n LO M Q o T cD L0 E w CD o C Z E r c U 0 a Q O JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. 5 I i cn K) re) LID LO 0 rn 0 Jo Q 0 0 J r" 0 I M i J a M M LO v7 ly 0 0- in 0 0 0 J 00 H2 0 I N CV LO O W) LO Lo N 0 Jo a rn c 3 a N 0 i a F2 E 0 v c J d C 0 v V J N 17 to 0 cV 0 O 0 rZ rn 0 rz- ZZ— u7 ai v 0 d 0 W Q m 0 11 �A. 18'-4" 43'-8" 1-STORY FOOTING FOOTING 2 - STOW T-2" 2'-2" 5'-4" 4._2„ " 5'-11" 4'_5g.. 1 L. 8 5'-9" T-10" 2' 5" 3 _58., to 2'_68' 6'_0" 6'.4" TYP @ 1 2'-4" STORY A TYP @ 2 STORY S3 THB S6 ■ ■ ■ ■ C Fh AD AC AD I 20'-10" 'LAV. 5'-0" ; ; I TUB .. iv II — — — ■� I \ \ I - TYP @ f f Ir W.C. : a 0'-0" � TYP @ \ \ \ \ 2STORY f I \ LJ 2 STORY o J ih _\ _ S6 Q, iv I if S6 t IHVAC \ SW CHASE \ \ \\ \ \ BASED ONSHOWER LOCATION PLUMBING fl """'�_J LINE TO ' CY) INDICATES FILLED CELL w/ 3000 PSI �C\ ........ ... ISECOND. TUB UP TO I f FLOOR• : =GJ CJ CONC. GROUT FROM FT. TO BEAM W/ ND FLOOR\OR J�F #5 REBAR VERT ABOVE SLAB TYP "' A/C(1) ' f PROVIDE Yz'@ ALL PLACES SHOWN HOOKED FTG. �� # x 9 Y2"DOWELS 5" EMBED W/ 25" EXT. ABOVE� III (W C 1 RE;CESS V : SLAB "GRADE 40 STEEL" ................................ .. �' 1 � _J �: .... FOR FRT. 1g10" ...... ........... . _ ............... DOOR 22'-10" 1'-3" V-8" 18'-4" 5_94.. T-O" " 2'-8" 64" 2'-6" x 2'-6" x 1'-0 J TYP. M I W/ (3) #5's E.W._" 21'-6" 8'-5" T-10" S3 TOP OF CONC./ 11 /� SLOPE L 2 STORY PAVER TO BE 4" 4.. S3 to ■: t 2'-6" x 2'-6" x 1'-0" BELOW FIN. FLR. � 00 � I W/ (3) #5's E.W. — — — — � Ile 2-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. +CJ SIM. W o III I STEP 7CC I =1�� I t KITCHEN C S3 S3 #5 REBAR (2) 3-1/2" MIN 3000 PSI CONIC. SLAB FOR ISLAND LOW I II I _ JII� I —�IIZ VERTICALS w/ in FILLED CELL N HERNANDO COUNTY ONLY WALLS 1 II 1 1 3-1/2" MIN 2500 PSI CONIC SLAB OVER 6 ILI_ JJh I 1 Ji I r— LUI VCl) �^ 7 MIL VISQUEEN VAPOR BARRIER b I I II I QI --I 1(I <I( 1) ((� o t ■ I CHASE TO 1 1 ID W I I IIII L ISLAND 1, 9., 18'-54., -JJ J I CC A II S3 4 12'-6" x 2'-6" x 1'-0" 2'-6" x 2'-6" x 1'-0" SW J 11 in TYP @ 1 I W/ (3) #5's E.W. W/ (3) #5's E.W. S3 STORY 2 STO Y . — — — — — — — — rtt — — — — — � I rt CJ CJ PROVIDE 1 %" RECESS TYP @ OPT III FOR SGD. REFER TO 2 STORY REF I3'-0"x8'-O' CONIC. OT O' MASON'S SLOPE FOR _ I i -3 112' SLOPE I WIDTH S _._._._.��.� BUILDER TO PROVIDE c� o APPLIANCE PROTECTION � � 1/I� I - SW WHEN REQUIRED PER FBC SLOPE 18'-4" 4'-6" T-4" T-8" 20'-7' - 2'-6" CC L I ----�r ----� .. 11 F I• ' ' 411 , S3 ` (2)#5REBAR S3 ■: I D I I I I I; _ - N VERTICALS w/ in VERIFY LOCATION FILLED CELL — 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 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN Uj Z W Q CONTROL JOINT DETAIL SCALE: 3/4" = V-0" VVV #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. L HORIZ. REBAR, TYP. / U.N.O. •; "Alternate: / I 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" cm [V Cn Z > W O` L C F C� tV cj- N � p Un C N r N d � Q N Y d � o -cc V J > C 12, ti CZ g N C l0 q � LJ O li 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. fn W a 0 B ch o 0 0 N 5 Lin� 4 rn r c Q N O V �;Mcr 2S c J LL Z W J�� i rl Z 13N m�O' ° se L m o _ 3 cu � o W ��pm LL �J ;n N O o ¢ o Z W o I � L n r v o �-1 � o 4-1 V ` J 0 �N u. o c., d Ecn _f <L N O N vl ICE 0 11 z o z c aEI Q ci E woQ r z� 0< U 0 o CID o< aQ s a z0 W r� LL LL m x � NLL Tz o r V zQ U > LO LO ui f` cu C t� CL Y 0 T U) _oo� N,^ co >, O L J LL cM 0) O 0 �I m co CN co LID / M Q T CD o M :3r N z z E r E a o U _j Q p c JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. 6 L_ 3 c0 cV r1) M L0 L0 E 0 En 0 Q 0 0. OO E O I r� cV cV M L0 L0 Cr (/7 d O O J Lb M LD O I r� N Ln 0 Liz 0 / LC) Ln L 7 cnn rn -L Q M 0 / 0 a E E 0 x 0 v c J d C 0 v U J 04 O r` Lo v 0 0 a M O LL ai 0 0 Z W m v cn I� EXTERIOR SHEATHING ATTACHED PER 2x4 STUDS W/ USP NAILING SCHEDULE SPT22 @ BASE SEE J/S6 FOR MORE INFO. ti 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. X 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22� SCALE: 3/4" = 1'-0" ��j ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft /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. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 49.57 -49.57 49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s' EXP. 1 (2%) or 1Y2" EXP. 1 (33/16) TILE: 'Y32" EXP. 1 (32/16)NOTE: 1, PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', 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 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 wl (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 114" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) f6D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 12-10d x 1 1/2" 1 HHCP2 1 680 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, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING 112 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) OR 2 PLY :ARRIER R 2 PLY CARFiIER—J - (A) x CONT LED ER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" N N 01 � r c j W Z CD=o a� o a 7 cc CM -%= n X N Cc G N cV L v d o ca � N �C Qy ro � %a a� d d � � T 7. CL •fir N G .1 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. flf W a 0 E o r� 3 0 0 N N M o 00 N ao N w in�ZR E J ni Q N O i N coV J C J LL w LL LL d J (' _ w — a Y Z m c 3 W ° o L o (V (p ��cc 02n°' m w W Z LL �, N a co Z ;^ V Z N J H O u U O W M L N M N � QNQ O Q ti U) r v �N 0 N u o0Jim N L) c _L_ L C_) o Ds 0 m z J LL Cd a C1' c o t Zo o xQ � G� < az Z m a> F• /3 (n R' -t:3 L r Z 80 n <0 T S O o� G � U u �F m c 1 j l� LL y� M o�QT°� .0 r T > �; J L0LO N QI �\ < 0 0— I— r O O Cr o C)o YM W m L,1 J O r LL 01) I O Cfl cc C0 N 0') ch L M Q O r � T C0 E > C� O c T vi Z `m z E r N o a E U _j 'a 6 Q p L_ CD JOB NO : 23-06138 SCALE : AS NOTED SHEET NO. 7.1 L_ 3 cD N r'M M L0 0 cn� 0 CD 0 0 J 00 M CD 0 I M J Q N M M LC) LO 10 O C Cr (n 0 Q O O J 00 M C) 0 I r7 M CV L0 C7 0 rc L V co O .n a c 3 CD, (] 0 N E 0 0 i 0 LZ 04 04 0 El- 0 0 CV O Lo 45 0 d 0 Z W M r m 0 tiV�) CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft ✓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 (SQ FEET) (-) VALUE DENOTES SUCTION [4:121-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (2%) or 1X32' EXP. 1 (33/16) TILE: 1V32" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS Z. WHERE THE SHEATHING THICKNCOO IS GREATER THAN t732', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" 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. S6 X Q a a ­;t,77 :Q . M :: Q : : :.. N a _y .... .... : AlA. Q .... cal a Q a .... a .... ::B2 B1 /LIL Q a .... I EJ7G CJ5 CJ3 CJ1 I^ .............. T I I ::.'. ::.'....'.......'.'.'.' W ... I .... .... .... I I � ") rr' �(2) U v U X (2) LO LO U U ry✓,> X U J S6 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12j 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 1 112" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 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 1-112" 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 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F I w/ D SINKER8W LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (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 (B) (A) vk I OR 2 PLY -ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). (B) INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 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 w0 (A)� INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 54' 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. FX CONT LEDGER cLR c 13 0 M LU)Ln Cz ) Ln 10 1 U70 ) UD W LO 0 cc CLO D SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" N CIM o 0 d � L �•p J' G O `' C� = 1 II I ! _ 1111 '' L _ _ I 1 ___1 I __ _ 1_ I 23 c0 M M rLO v 7 Cn O J 200 CD 0 I N i c0 M r� II C Cr 0 0 0 J eo 1•M is O I N rn cV O rfi ICE L v Cn c 3 H Q M O E E 0 _ 0 c J c 0 v J a) L� N 0 0 r` 0 0 d M 0 r` Lo v 0 d 0 W Q �y 0 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 . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS II I UN E x2i. FORM k GROUT SOUD Ir O U #5 BAR CONT. 8F 12-1 B/1 T O IV" LINTEL DETAIL SCALE = N.T.S. .i on IM � 00 So 00 Ma E � M0 Ma01 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 6 F 16- B/ 1 T U Q ro tNOMINAL QUANTITY OF if ) WIDTH #5 REBAR AT TOP NOMINAL HEIGHT v #5 REBAR MIN..(1)(1) REQ'D Q'D CLEAR ALTERNATE POWERS STEEL LINTEL ° a °0 ° #5 REBAR AT TOP f- = G .M.U. w °' MIN. (1) REQ'D 1-112"CLEAR S ° a" z 4 GROUT � < J = ° Ln C.M.U. 5 REBAR AT = w O BOTTOM OF a vim) W) 06 � a LINTEL CAVITY o m LU -BOTTOM Lu 0 1- o U REINFORCING Q Q , J LL -CO 7-5/8"ACTUAL PROVIDED IN Z w - 6 8" NOMINAL WIDTH LINTEL G =' b #5 REBAR AT BOTTC cg w O (VARIES) I- u AS INDICATED (n rn m a „ MATERIALS cT prf ecasftintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber 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. 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) UPLIFT CONNECTOI TYPICAL (SEE PLAN) HOOK LINTEL REINFORCING INTO SIDE VERTICALS PROVIDE STD. 90° HOOK W/ MII 25" LAP SPLICE ON EA. ENDS PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR SEE FOl FOOT CONT. PRECAST "U" LINTEL GII I Gn Cr)i In W/'2nnn PCI r.Rr)l IT 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 INSTALL MIN. 25" LAP SPLICE BETWEEN WALL & LINTEL TOP STEEL AT EACH SIDE OF OPENING (SEE LINTEL PLAN FOR MINIMUM REINF. SIZE & REINFORCEMENT) GROUT TO BE 2 FLUSH WITH STANDARD 90 TYP C TOP OF WALL DEGREE HOOK 8" x 8" BLOCM GROU • PROVIDE 3"x3" HOLE J IN BOTTOM OF PRECAST LINTEL TO _ 'Ir• EXTEND WALL REINF THROUGH AS REQ'D. REBAR BOTH SIDES REBAR BOTH SIDES a OF OPENING U.N.O. 12" OR LESS OF OPENING U.N.O. r T; f IN[ • ' FIL �. ; �. FR BE zl; f BA CM r TYP 25" 1 (ACI 7 :.. ��! ? '•l..t• .`�; .. •: 1. :.:.�p ..�•ry ..'• ,,...•...P.. INDATION PLAN FOR SEE FOUNDATION PLAN ING REQUIREMENTS FOR LOCATION DINT. BOND BEAM c 16" K.O. LINTEL FILL w/ 3000 PSI w/ (1) #5 DIA. REBAR ICATES LED CELL DM FTG.TO %Mw/(1)#5 R 8" x 16" J U.N.O. DOWEL IIN LAP i30) SHEAR FRAME @ SINGLE OR MULTIPLE WINDOWS SCALE: 3/8" = T-0" REVISION 10-19-16 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 1 F6 4'-" LL 4'-2" LL �E� 4'-2" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" en d N C � m v > ua � oL C f0 UM', 0- Q N � E Q y - io y a) .ra > C � N G E �o a� 0 cam• To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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. 9) W a 0 E S CI 0 N c (0 n W V) N j LO 05r-r-� Q co N � 2S LL C -J Z u- W M i a a x -d w Z m c � � -0 O O Y m N O ILW U)2 ,rn m Z aJ 0 J0 OU Z W ❑❑ CD z N M _ o C N < vE3 C� n Ln z 0 o 4 f6 w � m U 0 C) c w j - � 8 .i 5 d U 'o us U) u Q 0 • �� CV O: O C�D O , W Z Z Q O <o o- � o� Ew� z F- r9 O CU O ru to a -Z wz Z N � %Q WO o a W, -c ao ov no ZF Z Z _ NaI a w Q� �z z W > T � 5 w � w ~ m ¢ 0 M v J W zl< 0 3 0 T 2 >� J ' L0 LO rn m Q 0 cl- � H r co = O CL O o O Y -'I, m m LO O T rM I 0 Cfl CV co m N M Q o CO E 2 CO o m c T i6 Z Z E r E N Zia 0 a U -I ¢ p -J JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. 8 3 Q N L0 O 0 0 0 J 00 O I M i M LO 0 N 0 Q J M cc 0 I M N 0 LO LO (N 0 rn c 3 Q N N (D E v c J c 0 m i N 0 v 0 0 a N 0 La v 0 d 0 W x 4 m v v N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. BOTTOM GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 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. 2" Y„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN, THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'4' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE S Y P #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. c 0 � W N cc v � m rc s u n v) ca o CV t a io y d � u a c E c � J• r: It 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 Q O �E 0 N n c D r "'D CO N fl! to " # In Q Cj M V Z LL N s J c � 52 u w LL i a w o Z mc� ti NYC o f6 Nam_ W IL0W Z °� U) °' °' m � MZ a K = N O U U O W ❑ ❑ UM � N C) _ O 0 0 z o� M t/1 z C� o LL � �0 �/ I w s Cy N N U - E B = L y zI� U o N ° c �Q N 0 sm 0 � M J p � z c Z z Q rL co E M o Z g o Q p � s, w Z z® 0 �� d� �o CO x; �` ag o1 w= Z wo = v> zQ �S U w mo oLL I F Z 'm J Hm aZ N am 02 Zz Q ° WoLL T � m �� az NSF -Z _ w �0 o v w< ol< �o a C, r > LO LO@ ti rn Q 0 ^' i r 7.E co O o 0 O Y U o CNI Im m LO O T LL M O o co m 04 O LO CV)Q co n r LO E o cc � r Z Z E r c a U _j a w a r7 c d -�' JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. SN 3 v CO W) L0 42 v o- Q 0 00 0 I M i a r") L0 L0 v 0 a O 00 C) I i L0 2 0 rn O .n 3 a 0 0 a E 0 O C J 0 U J N N Ln 0 0 a CV N \ ZZ LO »5 0 A5 w 0 v THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 16GAx1-1\2" LONG (3/4"-1" CROWN) ID 'MAX ` - I,� I �: 16GAx1-1/2" LONG (3/4"-1" STAPLES @ 6" O.C. VERT BETWEEN ICROWN) STUDS (NOTED THUS:—) - OFFSET C) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN I O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" "DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O O O 5'-0" a - cD STUB -OUT FOR O 114, 0 9 GAS METER O N 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 1I T-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel 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 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELLS r-- STD. 90' HOOK i--- BOND BEAM SIMPSON MGT w/ (22) 10d Lid = NAILS TYP. �GIRDERTRUSS STD. 90° IX CONT. #5 CONT. RHOOK BAR r 2X TOP PLATE I #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 5/8" 0 THRU BOLT CU. BOND BEAM STEP 2 X B. SCALE: N.T.S. SIMPSON MGT w/ (22)10d 2nd FLOOR NAILS TYP. __//INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN < PLYWOOD FLOOR TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS i —S EATTHIINGPERPLAN BUILT-UP COLUMN DETAIL INSTALLATION �a MID SPAN ,, SEE PLAN FOR REQ'D COLUMN AND CONNECTION �� y�TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI NOTE: UPLIFT VALUE i I IS BASED ON '--MASONRY WALL OR '„„� INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID =: BLOCKING TO MATCH Solid block all posts from STUDS # OF 2nd FLOOR® • ' LOCATION OF above to bearing below. • SECOND H10A SECTION @ INT. BRG. WALL =' SIMPSON H10A • • ° (WHEN DOUBLE JOIST CONSTRUCTION 'I ' ' REQUIRED) N.T.S. w/ (18)10d x 1 1/2" (Not required if both loaded equally from above) NAILS Filler blocking � 1/8" min. }Small gap 2" min. UPLIFT = 1015# / max. - - - 1/8" gap TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A + max. 4" Web Stiffener Fastener Schedule___ l Joist Bearing Location Series Depth End_ F Intermediate INSTALLATION INSTALLATION -- _ 9-1/2' _2-8d r 2-8d _j / rr 1 BCI 5000s® 11-7/8 2-8d J 3-8d — 14" 7- 2-8d 5-8d Clinch nails 9-1/2' ' 2-8d 82 d when BCI 6000s R i 11-7/8" 2-8d 3-8d --- - - 4" MIN. EMBEDMENT possible ) BCI 6500s® 14" 2-8d 5-8d _ 16" 2-8d 6-8d SEE SCHEDULE FOR 1) Support back of web during nailing to prevent damage to \\ - 11-7/8' 2 8d 3 8d oo SIZE AND QUANTITY web -flange connection. _ i1 / BCI 60s® 14" 2-8d 5 8d o OF FASTENERS 2) Block solid between joists for full length of span. Tight fit ,; 16" 2-8d 6-8d o 0 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8 3 16d 3-16d o 2x4/Plywood/OSB web stiffener 2' min. BCI 90s® 14" 5-16d_ 5-16d o ° 4) Place joists together and nail from each side with 2 rows of 10d nails 4-, / required when indicated or max. -L 16" 16 -16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column wl loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --\ DO NOT cut, notch or drill flanges Boise Joist Blocking tjse 3" 11nd1 nails at 6" o r. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 9 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide F-1 3/4" minimum bearing for each. I -Joist can be offset 11 Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6" A %" ROUND HOLE MAY 6" 1 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" Round Hole Diameter to 2 3 4 5 6 7 8 &875 10 11 12 13 Rectal Hake Side to 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1" V-2" V-2" V-3" V-3" V-T' V-11 " 24" 2'-9" 3-2" 3'-7" 12 V-0" V-1" 1'-2" 1 2'. V-3< V-9" 2-4" 2-11" 3-7' 4'-2'. 4-9" 6 4" 16 V-0" V-1" 1'-2- 1' 2" 1'-T' 2'-5" 3-2 3-10" 4-9' 5'-T' 64" 7'_2 20 1 V-0" V-1" 1'-2" 1 1' 2" 2-0" 1 3'-O" 4'-0" 4-10" 6-11" 6'-11" 24 11'-0" 1 T-1" 1'-2 V-3" 2-5" 1 3-7' 4-9" 6-10" 7-2 8'4" 1 9'-6" 110'�9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Yz" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 44 i,i Backer block (12" wide min.) -1 I —III —III —I — i < Nail with 10-10d nails. �.��, nstall tight to top flange. 4 / SLEEVE THRU STEM SEE PLAN FOR°. • . • Joist hanger 4. a. • . FOUNDATION INFO a STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V�- 1/4"-2" gap , - Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height ] requirements 0.6XJoist %✓ depth I -JOISTS BUCKETS N.T.S. GRADE a r- REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION i d d a a 1• III-1—) d d a I I —III —I —I d 11 :,IIII�I__ � IiIIII�� I� SEE FND, PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE a d d / iD � a • c � SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION Fr PLUMBING LINE d G d d =1�1—ICI—I� II=ICI—III III—III-1 �` ° LIII—_III- I—I ! I— \ a d —i 1 1-1 XFFFI���II a ,��11 SEE FND. PLN. SIZE & REINF. 0 Z m� N (Cf N -v 0� u u � V1 � r f7 r 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. W Q o OU N Np v (,� N C,c_ 0 C-, N LL M N(N0 LL a a Q Co LL iL a J Z 0 2 t M,o� a 0] - Q WW co Q' J m LLw oo 0 M z U G H 0 N O U ❑❑❑ Z W CD M � N th S N z � Q M c� 1O C' W 0 '- 4-+ u c V) 0 � V1 �_ 0 L N �' w� C) d _ — E � $ r- L i o ° 0 J � Z z U_ F@ r V O p o <� ! ¢ a a O < � = f<i wo w Gw C/> <o Q me G z N m I z� BOB I C/3LUC7 a� H m Q� F OLL < w = l o M -R w` O ao r O- Q Uri N T = L / ' ^ Y / rn m Q cD CIO O CT CL O O O _ Y U J CN m Co Liz T O cM 1 CD CD CV -0 °0CIO N M Q T LID (0 V T (0 o E m c =3 r z z E T E c @ OIL v _J Q o � JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. SIN 1 I _ I I I I I ' I I - 11 - 1 11 1 -- - - I - i -- I I 1_ Rul T3 Q rn M rn L0 v co 0 Q 0 0 J O M O I M i Q M M LO Cr co po Q 0 J r" r'M Q0 0 I N M N L0 i rn coIn 42 a 0 3 Q N N d 0 0 S 0 J i CL 0 0 LZ 0 r` LO 0 a O a CD 0 r\ LO 0 0 0 Q m 0 7V1,17 _T/�_ —T/)- 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR %" GYP. TYPE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOMM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. 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) 10'-0" (R302.11) - - SHEATHING REQ D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS „° „ „ „ „ 5/8 x 10 J BOLT @ 24 O.C. wl 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD 1/2" GYP. WB MIN. GARAGE SIDE IF (MIN.) @ z APPLICABLE. d 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. BOUNDARIES, 6" O.C. INSULATION PER CHART ON FLOOR PLAN �° �° O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24' O.C.) TRUSS 24" O.C. U.N.O. �° � 2x P.T. PLATE 1/4 DIA. X 3 1/4' TAPCONS @ 24' 0/C & - SLAB &BLOCK EDGES, AND @ 12" O.C. @ FIELD „ SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @EACH @ 6" MAX FROM END OF 2 x PLATE h = 5/8"° x 10" "J" BOLT @ 24" O.C. W! IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS COMPONENTS BE ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ N (2) #5 CONT. ON 3" 6 x W1.4 x T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ID I w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) Cl) OR FIBERMESH �� "' ELEV. 0'-0" ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER j A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 2It x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ° SHINGLE ROOF, SHINGLES TO _ e _ .. @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM G or H, or ASTM I �I I I —I I �I I 9 �I 'I I �I I �I I I —I m ' /ri- i �I • I=III=II „ z ELEV. -0'-31/2D7158-CLASS 3 1/2" MIN. I 31/2" MIN.1TI=I I �I I I=III=I , A.F.F.oeD3161-CLASS F, IN ' I —I U �I I I �� ° - I III 2x4 CONT. I� b P r- 13 12 ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING =I I=I II I=�=I �I I I�—I I ��I I —III : ' I=I 11I I=III I 11 III III 1 i I o �' ° I —T�3 1 /2"(min.)- 4" °O ' ° ° • — I —�(--II 1 /2"(min.)- 4" r( °D _ ° — MIN (TYP.) ) VARIES CODE 7TH EDITION (2020) r.. -II=III=III=I I �I I I I �I I i Ti I II I I GARAGE DEPTH VARIES — 31/2" mm. - 4"- - ( 31/2" min. - 4" = I - ( ) RESIDENTIAL 8„ T _ -I I T TTV 1�' ImTI I I I I I INSULA ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING () 2 #5 CONT. 4 '- 1-4 '- ' ' 8r 2 #5 CONT. 4„ �► Tr ' g" () FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-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 BOARD PER CODE OR 5/8" "X" ALUMINUM FASCIA �_'s GYP. TYPE @GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ABOVE) W/DRYWALL EE STRUCTURAL 2x S.P.F. STUDS @ 16" O.C. NAILED W/ 8d COMMON NAILS @ 4" 0!C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS SOFFIT SHEET SS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C oxNX�o s ,G°N�\N -OU 8"x8"X16" KNOCK -OUT 6" N LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ @ OEXC INSULATION PER BLOCK CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING APPLICATION 10' -0" (R302.11) SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR C14 G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) "S" BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " TYPE MORTAR (IF NO UP LIFT ON 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 ARCHITECTURAL FINISH (6) 1/4"x31/4"TAPCONS *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) ^ W/ (10)10d NAILS �„ 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR c BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 i; C END OF 2" x PLATE WWF OR FIBERMESH �, E d 1x2 PT WD FURRING @ 24" O.C. �,P ASSUMED FINISHED ]_ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o LU I, e p. . ;, o ' z e GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi a 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL g ' M a, 0 FINISH GRADE °0 [GRADE 25" MIN. LAP [30" MIN. LAP] 60 MIN. Fy= 60ksij a _ rTTi TTT o ��I I I� I D III I II I II II Ir CELLS (SEE FOUNDATION PLAN FOOTING MONO SHOWN 00 FOR CLARITY _ T I I p v. ° 6 MIL VAPOR BARRIER - I 'r= ao I � R - w f w U) — D 1x4 P.T. BASE NAILER FOR LOCATIONS) z ° . I _ T T T II #5 REINFORCING BAR #5 LAP SPLICE R 1 7!8 4 x4 INSPECTION I • — (2) #5 CONT. 31/4" BASEBOARD PORT AT EACH OTE: NOR BEARING WALL 7_ COMP. SOIL. (COMPACTED TO — I ° ° 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8 1 4 8 MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM =I I -1 10" (TYP.) MIN PSI MAY VARY PER AT GARAGE CONTRACTOR D1557 ) —Trr- #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPETYPICAL #6 LAP SPLICE INTERIOR BEARING CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND - FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF_�� WALL w/ UPLIFT rG "FIBERMESH" c DECO FINISH 4" to 6" BELOW GRADE 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"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. E v ' ° M y 11 r ° L - 00 Z I 2 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 - ° 3 1!2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3)SEE LAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR I I 'r = z I min. 4 ) " 10d NAILS TO TRUSS TOP CHORD FORTRUSS Cl) � BARRIER D; p 4 111 _ • • T A a e v GRADE a AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO COMP. SOIL. � _ - - - - � - - - - - -I TOP OF BEAM &LAYOUT DESIGN - � � � COMPACTED TO 95% - ( I I =ITT - - - - - _ _ I I r I - - - - - - -(1) #5 REBAR w! OPT. SEE ROOF PLAN e N � a rrr 7 ^ - - - - a: ' ° a , - MODIFIED PROCTOR - - i= I I I I I I=III= I Fb.�KEtN ENCLOSURE (2) HTS20 FOR STRUCTURAL - -_ -_ . r ;� `� — r,- ,— ASTM D1557) MIN. CLR. "- ' -I I_ I [Ell �I I) 11= BEAM SIZE & N a -I-r ' 3° (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE 4 r I I" I. ..� 1 I I CONNECTION INFO M . a T TIT V-8" 2 STORY 4 ( ) DETAIL) MIN. d W 2x4 P.T. I - - - - T -I U.N.O. B PLATE PLATE 1 1 2x4 #2 SYP P.T. FRAMING w! _� SEE A/S3/J/S6 TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L 0 O.S.B.z MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING FOR REINF. INFO. - SCALE: 3/4" -1'-0" S3 SCALE: 3/4"=V-0" S3 °•E vU w Q SCHEDULE OPTION #1 1/2" GYP. BD. P.T. 2x E COLUMNS LOCATION Q > w SEE PLAN FOR STRUCTURAL SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. g 2„ HOLD GYP. BD. � w COLUMN SIZE AND BASE rM 1/2" FROM SLAB o Lu CONNECTION INFO. SLAB STEP & RECESS S.G.D. �'_�" J CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND �— Q .. • : " .:: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT A. e. 3 1/2„ • �1 COLUMN TO PORCH SILL w/ 1/4 x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14' O.H.D. RECESS 13" •� O.H.D. RECESS „' GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS - z ^M �, CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS C •. J' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C' INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD ° MAT REINFORCING. . .. .•".: "'• : •,;.•, .; ;. , ' O CONT. FOOTING STEEL co ,a.• . • PLATE TO CONCRETE (MIN. SHEAR 180#MIN. ON FLOOR PLAN CONT. BEAD SEALANT w Q SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M 00 — GRADE 4 I I °O I I III • 4, I I 00 '� TENSION 120#) CONCRETE SLAB _E > FILLED SOLID (SEE PLAN FOR '. � 6 x 6 W1.4 x W1.4 N W SIZE AND REINFORCEMENT) 0 • _—I . - T WWF OR FIBERMESH c,, � U) � Q v 7 • T I —I I III •; - - - - N I I a a BRICK PAVERS or SLAB PER O o z SEE A/S3 OR JlS6 i I I n� I _ I SEE AlS3 OR J/S6 I_li I I II rI I , , 111 i II 1= co6 MIL VAPOR _ _ COMMUNITY SPECS � FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER z =I I —I - I I 11T-- LIB -III BEYOND „ 1 (1 STORY) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) 1-4 (1 STORY) =T �; . +. ..• PAD REINFORCEMENT " 3 MIN. CLEARANCE 1' 8" (2 STOR) 1'-8" (2 STORY) „ „ 4 4 •• f a • ••. SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ..� . • P. ®, 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 rCD'12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4- 1•A" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. N O N •+_ M > w U O O Z c fCUr -o O° x CC O L N d G f0 Q N Y C3 a� dawn �e�� � 3 u .n � C 8 T N �C- C G o d U Cls �t tr ti 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. A W a oE 8 I, V 0 °j r � N _ 4k to inr��� Q 'RW C -i W M u- 555 a- Z 13 - O 1 Y m c v h E2 9 (V 0 W z LLN 6jQ m in2co LOM Z Q J 0 of O V U = U W ❑❑ V M z N 0 0 z m N AMPOM z � � Q Cn z a � o O LLl p U-)r_.. Y M U) c w J OEM, s U o N • r—' 0 s Im 0 CC) M � � Z G N 0 oo `ac a O E U• z z© oa (C K� W ¢ �z oa z I- a0 wo �z �w � < o 3` m oLL z 8 Z g o WC:) 65 0 r m j 0 F a oN= �w � � za 0 u3 •N T 2 >LO m Q c� :3 O o o O Y _ Y U m LOm O T ILL ch O m N �^ co L / MQ r ui E w C0 o c r �,; z z E r E a U J Q 0 J JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 Q M LO 21 1.0 co 00 t2 GD 0 I M i E5 M M LO 0 0 co Zo 0 I M N 0 0 LO ID v V) 0 0 3 Q N N 0 a CD 0 _ `v J 0 0 0 J ti rn 0 r, _14 v 0 6 0- N C:) n 0 d 0 W CD v cn (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" 11 SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK r ❑ STEEL AND GROUT ❑ no EVENLYWALL IS 1 1/2" MAXIMUMPLATE INTERIOR❑HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID INT EVERY OTHER .' STOUD 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 UA '\ SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. L—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CE OF BLOCK WALL IS 21/4 CIL TO DRAIN DOOR OPENING DOOR OPENING EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 ,) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d a a a d d � d d d 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q 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. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 112"X9 1/2" PLYWOOD BLOCK WALL ABOVE, SCRAP MATERIAL J J r IL P-j] O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET rl GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY ..: i GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d d e a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�c-F�'lA 00/'L �/V 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 a iARAGE IOOR uvvr� r nn�.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1` GREATER HEADER 1 (2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OiQ SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" 0/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 1/2" EXTERIOR GRADE SHEATHING CRICKET AS [BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD ? a 2x TOP PLATE U)2X4 \!2-16d PT STUDS @ 16" O.C. 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 07 7 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. P.A.F. NAILS OR IN IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK _tt_ 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 SPLICE STAGGERED N �MiN J C; O 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4)) 16d TOENAILS TO bP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON n P.T. ATE SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) IS (9335# SPF) IN. 8" PDXIED A.T.R. t&NUT `OXIED A.T.R. Z&NUT OXIED A.T.R. Z&NUT SON SP4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING anvlravly ar4 SP2 SIMPSON SP1 SIMPSON SP4 101 ST J-I M TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 2X8 P.T. BOTTOM P TE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL NAILS @ 6" \GGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 0 C (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 10d NAILS @ 6" O.C. STAGGERED A STAGGERED 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 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. C%j N CP W s� v o 'a m X .. CLLa N <O -0 C i y N t y N O f0 e d C" - Y •� E c d dd d N y E _ U ,_ J ca 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. rn W 0E g � o rJi"�� 0 co N m M tn�r-a .9 # o 2 # u_ NM 7' S J Q C W JJ SZ _ ' LOU ILL. U w �N o 9� f mmWN Z 00NZ un N a UO vZ uJ 6J W ❑❑ M � N Q in N^ z Q) o 4-1 M w U 0 w o (+ I (y N U ai c W J - E 8 = L w U a a c • —® Q o w Z U zo » a R 4 Q E= U Ze o a co r �a°< Uo z � a t w0 g wZ � ao m� C °J �U 00 Z z m J m a ¢w z z ao U W C.) a � m 2, O a W � V zla= ¢ U 'S > L LO a; L T 2 :3 O o Cr C) T J m O LO M 0) I o O co .0o m N ai Li) M 1- M o r cD Lo CO o m T i6 Z T CD m d - o U _j Q O C:y = J JOB NO : 23-06138 SCALE : AS NOTED SHEET NO. S4 3 Q co M M LO v N 0 0 J M 0 I N E5 N M M LO _ O 0 J 00 Ih 0 I M i N 0 LO i LO _ to 41 3 H a 1'M 0 v a H rn 0 _ `v a 0 0 U 9 t0-: N O n L0 0 0 0 M 0 In ui 0 d 0 Z 1-..1 v v N 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. '" 2 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16O.C. w/ () 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. MIN. FIRST 4 BAYS ( ) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS MAX 911 UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" SCHEDULE FOR SHEATHING DETAIL (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 45°± DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE SCHEDULE FOR APPROX. 8" FROM 2x4 CRO BRACE APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3)10d RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ EACH JOINT Wl (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1Od & (2)1 Od (NOT REQ'D WHEN / • AT LEAST 90% OF WEB EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & SIMPSON H2.5A w/ (10) 8d FROM LEDGER TO TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ LENGTH (SEE TABLE) SILL 11 112 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •• BLOCKING 2x FRAME WALL SEE WALL ( SHORTER ) GABLE TRUSS • 7l16" OSB SHEATHING END GYPSUM WALL BOARD ; SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GABLE TRUSS 11 I 1/2 CDX PLYWOOD OR 7/ @ 48" O/C FOR THE / (2)16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED E FIRST (4) ROWS OF � NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD 4 ROWS OF TRUSSES FROM EA. END TYP. BOTTOM () CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & \\ @ 6" O.C. EDGES AND 12" 1 OdX3" @ 3" 0/C 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD BOTTOM ATTACHED O.C. FIELD THROUGH CHORD SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12 O.C. FIELD (2)16d NAILS W/ (2) 16d TOENAILS \ 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR NOTCH "L" BRACE HERE 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/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. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1 Odx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM 0 C MAX w/MIN 4" EMBEDMENT IN KO BLOCK - SIMPSON SP2 w/ (12)1Od 2x4 BLOCKING 2x4 "T" BLOCKING @ 48.1 O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. S, DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) FASTENED WITH (3) NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4)1/4"x21/4"TITEN @ 4'-0" 0/C ALIGNED WITH GABLE WEB SECTION 16d PER SIDE STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" 2 SECTION 3 SECTION 4 SECTION 1 SCISSOR GABLE "T" BRACE WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 TITEN ON OUTSIDE REV. 06.08.22 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. gll REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR IF >9" SEE 1 O/S5 X-BRACING, AND TOP M coSEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS WOOD TRUSSES 60 &0 2"x4" CROSS BRACE APPROX. 2x4 RAT RUN BRACING 1 1 2" 1 1 2" RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. ON TOP OF EACH JOINT w/ (3) AT LEAST 90% OF WEB -- BOTT. CHORD FOR 4 -- TRUSS SPANS �1�11� 10d & (2) 10d TOE NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS • • ATTACHED W/ 2 -16d AT EA. TRUSS JOINT n u (2) 2 x 4 LAMINATIONS W/ (1) ROW n a LAMINATIONS W/ 1 ROW 2 x LAMINATIONS W/ 2 ROWS OF (3) 2" x 4" LAMI A ONS () 0 (3) 6 0 S () 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED SIMPSON HGAMIOKTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FI 48" FOR THE (2) 16d NAILS W/ 10d NAILS @ 6" O.C. W/ 2X4 BLOCKING @ 24" (D = 0.148', L = 3) OR EQUAL _ (D = 0.207 , L - 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF ( 4) E ES AND 12" O.C. FIELD O/C w/ (2)16d TRUSSES FROM EA. (4)1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED -- _ -<sr SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS z_CONNECTION 1 /4"x2 3/4"��r TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL `-� l'1f TLJr 1 A[+T I AAAI\IATIlIAI /QDArG AC QWMA/AI POO 1-10I V1 - -- BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS r COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION - SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-a' S TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 9� ADDITIONAL INFORMATION. S IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT i- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 12 6.9 MAX. SCALE: N.T.S. 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" 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. SrJ 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE T�� AND LOCATION) S5 S5 d m ------------------------ CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj -I�VIV I . DG/irSIIV l7 GABLE END BRACING DETAIL "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON —LOAD BEARING LOCATIO(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" S-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) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS^^ ^ SCALE: 314"=1'-0" SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSUN SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 Z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -1 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L Lq a IN mom AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 en N N c» 0 O W ­1 y o c M v (1 — omx a N�o>" 2 o ,� .a N � cm t0 =� to 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �f ao O co8 V 0 N 0 n ..�. W -m to rn" �a 2 N O 0) 4 0c a) co Iq J u7 C J tl W u_ a O Q; E lV (p 0 '2 ° W Z LLW - �)mw 04 NZ a `^ N O 0 0 .l U Cn W ❑ ❑ 7 N M 0 N z � � Q $ (Z N r In z v0 O Q) w � U O N �N w oo N ~ in w�a c w am J � m 8 I L U o C cv) a �� Q 0 N O� o Z _J =o zo ,z ° E F__ ro M� �0 o o E &a ao � SZ p t MY _%=c Qo n� oa z > m J 12 <� aw �z R s ag m � �� a a W �w U� o d a F O ¢TU y 0 a o- .N T� 2 LOrn LO Q ccc r� Q It Y p- $ O U) o Mr A C /N� r a"1 LL M U CD O co m N 0) LO M Q CD LOT E T C0 0 � Z � E T In c m d U � 'o Q c J JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. S5 I 1 ll! I rl 3 -o Q GV M M LO c21 U 0 N i J a CN M rM LO a� 0 CC7, 31 Q U 200 co 0 I M i N 0 0 i LO 21 V i 0 3 Q M 0 i a E FOR co 0 E 0 _ 0 J L c 0 v J LZ PM 0 CN a_ M 0 r` LO hi 0 0 W 0 N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATIO BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING 8 IB 0/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT, PLATE W/ (2) 1 Od @ 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. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE ?E000 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY I G '4' E ! e (V a a Q A _..� . . f� II° 6x6 W 1.4xW 1 A I I I I —I I I a a WWF OR FIBERMESH FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING co NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o = 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 JI`w LAYER 1/8"THICK. LLw —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) cM L v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL LU U) AT GARAGE CONTRACTOR LID TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE -INISH GRADE 00 -1 lk _ T G I„ I I \—STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV.03,16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO ST__._.__. ....._ _.. _._-. _., 2nd FL00 BEAM/GIR 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL` *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. e 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. 11 1 UBLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" O.0 PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN �I SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0" B.U.C. (8) 1 Od NAILS TO STUD PER STRAP m LOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-O" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5!8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH • J �.A TT- -I I ." A. • I I I T —III #5 CONT. ON 3" CHAIR W/ 3" MIN. 1!!8=CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 15132" OSB EXPOSUREI SHEATHING It x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF LU NOT FULL HEIGHT SHEET- U) z G FLOOR SYST M g (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F FF SHEATHING w SOLID 2x m C BLOCKING @ ALL C SHEATHING Om EDGES (SEE OPENING SECTION X-X w d U C x W x E � LU 2x STUDS Lu BEYOND. m SEE PLAN I d 0 _.. - — — \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 318" SPACING S 3/4" S 112" vr' S v2" SINGLE NAIL EDGESPACINGDOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTIr A SECTION X-X 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 Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT -, PENETRATE SURFACE MORE THAN Y". ? @A NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 @D NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. umi O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. , o w/ 8d COMMON NAIL J uj F O m PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F > Cr O in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q mF-OOrn O m m LL ~ G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 00 MEMBER IF GABLE END _(0 LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 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". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" 0/C TYP. ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE FXT 0AFN�R�0R N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTAU*--\ @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH c •a d a.. e E d A r.a M -1 I_I I I —III —I I 14" eAIIIIIII(3) # 5 REBAR ON 3" CHAIR 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 0 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I— 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. ao o .r Cry a� Uj 0 c. C C6 U N Cl- N cc O - N C'V L N m � d y io cv > c cva d nz I^ I I e� Ll 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 E a O N 8 o NCD 3 C7 C o 0 =' coN 0 U5-N0 � # 0 N M V # LL Q C _, LL W J LLLL 0 Z -a a Y -M _ y @O 0 CD N W - Z6 0 m w Z N N Z Q t J ;^ N 0 O V U 0 Z W El El N M - o0 Z CO ffq N r 0 Ni N L Q (v C O LL 4-1 � Mw g 0 w g V) r__ �N U d _ E j GIB,. U 0 °l U) Q to, .4 0 Z U Q 0 E 0 � z a� �a F- rD c u� ,o U nI CC O E �¢ ao a �Z z t wo ww n Cn <o 0` w� o� C: :;I-°2 m Qw z J 8 3: o� 0 T > �LL N w m NLL z �o 0 <Q 'a v - > ^ LO �^�'' 6 rn m cc Q i T O C C) Y Y i U O MT W COO LO ,;,d o C:)o CN -� c m N ai n LO MQ C) r CO LP) CD o ca 0 T- N Z Z E T c a 0 0 ¢ o JOB NO : 23-06138 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 a rN L0 21 fN 0 0 00 J co 0 I N J Q <C M rn LO 0 Q' N 0 J 00 t2 0 I N i N 0 L0 i u7 Lin C' 0 3 N CD O a FO- N E 0 x 0 0 c J 0 to J 2 i:Z N 0 r r` 0 0 CL N N 0 0 0 W s 0 SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU AT STRINGER CONTACT POINTS E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6'0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) I `f2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 4x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: I' = 1'-0" VVHLL 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 4" ' AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD % STOP % 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C —2x6 SYP ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS 2x4 SYP BLOCKING OF STAIR TO CONC. W/ 4" X / AND T NOT HEDTO F TO TRIH GLUE FOR STRAP 2 " TAPCONS @ MAX. 32" O.C. (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ NAILS)d x 1 1/2" ATTACOF STAIR TO CO NC. WALL E XS 1x4 GLUED AND / 2 �" TAPCONS @MAX. 32" O.C. \ NAILED TO STRINGER (I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER G-1y TOP OF G STRINGER / 1x4 GLUED AND NAILED TO STRINGER TREAD 2x4 DRAFT =7 STOP 2x8 SYP DRYWALL STOP G-:! MUST NOT TOUCH STRINGERS E7 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND l PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" W/ SIMPSON H3 — STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING BULLNOS SCALE: 1" = 1'-0" 4' PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL E DETAIL SCALE: 1" = 1'-0" NGER A SLUED NAILED SECTION D—D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK H 2x4 SYP BLOCKING �x8 SYP GLUED AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14I x 1 1/2" 2x4 DRAFT 2x12 NAILS) S) / STOP TREAD GLUED �� AND \� 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 1x GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING B H SECTION VIEW "E" E SECTION VIEW SCALE: 4" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWOOC ON DECK —2x8 SYP GLi AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C NOTE: 2x8 DRYWALL STOP NOTSHOWN SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT -(2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 j"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G11 SCALE: 1" = 1'-0" 0 SE �J CTION VIEW SCALE: "' = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" (WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO kRING WALL BELOW (WALL JOINT YWALL TO ✓ER JOISTS) L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOK TRUSSES H 7�— 2X B OCKING 2X STRING R SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D OR 2X BLOC NG 3 RIS R VARIES SECTION VIEW "H" SCALE: 1" = 1'-0" C" N O N C o d � � W Z O ci a"o-, --1 c co v c": y l0 CJ a.- 'y a� d fl-� c a3i C c y o � ¢ U rY o � O :�. I i w ..Ijifl.lfl�t.. 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 beading Engineer's signature and seal. cm W a �E o �8 o N IF n N_ G W OW N,3 N O > # w a =� LL w D LL a. w — 'o a Y Z E L O _ o W o N $ mW Z IL c°Z' (N Q,Lo f- co ;^ N r OU o Z W ❑ ❑ N m Z o N W"I C' Q— N h z � �N 0 o _ 4-1 o - -. 0 vi C N =� . U c U o Ofrn Y • Q N m .4 0 M J� Q z Q E <o a C)oLL 0 E U w� za oa cv p0o z to � a� wz CID @ ao mo zz az � >3 10 Qo U W > T O ¢ wLL aw m J w '0 o M "C as ;o 0� zQ •N T 2 > J LO LO rn Q 0 n' T It j C:)0 Cr 0 0/� Y O CN MY ■ . . m LO 0 LL I � co o CV m N � Lsn M Q C)CD T LO E o c Z E E i6 a U Q p JOB NO: 23-06138 SCALE : AS NOTED SHEET NO, ST I I 1 -- -- - I I I I I I 1 I_ I I I I - -- I -_L_ 3 Q M M LO 0 cn• O �0p Q J M 0 I N x J 4 N r'-) to LO 0 O 0 J 1.0 00 I M N 0 u; i Ln L 7 Cr 0 0 3 a E_ E 0 `v c J a 0 0 0 J t� N O r\ LO S 0 a rh 0 L LO 0 0 W m r, 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT _ TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8" ♦ DO NOT DO THIS 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR C01 1 X 4 lx4 1x4 P.T. FURRING ♦ #5 REBAR (TYP,} ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" „ 3-1/4" LONG X 3/16"0 FURRING 3/16' 0 X 3 LONG FURRING (2) ROWS 3l16" x 3-1l2" TAPCONS #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED X8 TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4"LL11X8 �P') 1x8 P.T. FROM EACH END w/ MIN. BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH �� 1x8 w/ 2 ROWS 8d NALS 1-1/2 DETAIL () 3" DETAIL D. 90° HOOK (TYP.) STD. ♦ ,-j 2x BAND JOIST W/ FACE NAIL 1od TOP & BTTM CHORD, AND 8 @ c } 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL 71 TE: t[B DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w! (2) ROWS 3/16" ' P SHEATHING TO BAND x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. ROWS 1 „ x 1/2" 1x4 (2) 0 S 3/ 6 3 O.C. & 4 FROM EACH FURRIN4" TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ L '±2NOTC F,� @FIRST COURSE /(4) 11 HG2" SDS A @ W O.C. w/ (4} 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` ® ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /411 DETAIL NOTCH WEB AT THE ' +5� FIRST 2 COURSES ♦ TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATIONH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT fi 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4"TITEN (IF TRUSS SEE NOTE 1 BELOW ol IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) - 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION .. 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM ALUM DRIP EDGE FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER BUILT UP PLWD. BUCK ARCH PANEL POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. a .a .. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL BRG WALL TYPE PER PLAN 2x SUB FASCIA OVERRAN .s a CONNECT W/ 8d NAILS BRACE/ BLKG. 2x2 #2 P.T. MIN, x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\_2 ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN N.T.S. FASTENED PER NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH CO/ 2x4 NAILED TOL 2x BLOCKING NAILED TO TOP FOR OVERHANGS BETWEEN 3!4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4'/z" WOOD w BLOCKING w/ 2-12d NAILS ("') CHORD EVERY OTHER TRUSS START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / _ W/ 3-12d NAILS, TYP. ("') NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ARCH DETAIL i MIN. 4" EMBEDMENT AT 16" O.C. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING SSSCALE: N.T.S. 12 LISTED IN THE DESIGN CRITERIA ON SHEET SN. 11-Orr 5 -Orr JACK TRUSS PROVIDED BY SEE , 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: TRUSS COMPANY OR PLAN - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ 2x6 #2 SYP @ 24" O.C. MIN. 1" EMBEDMENT @ 16" O.C.) OlLfINISHFLOQR 2 x 8 BUCK - CONNECT TO BLOCK SECTION - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. g-g ROOF SHEATHING ATTACHED 3. F CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE PA INSTALLATION GUIDE (] ( )- , D ` EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL - - - - - - - - • :. ' ° /4" MAX 2-0 8" SIMPSON STRUCTURAL SOFFIT •' , . #5 BAR '� ° 1'0„ • P ° CENTERED W/ 2 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SF01 4 • . 9 K IN TOP BLKG. &BUCK H2.5Aw! 10 2X6 TO 2X4 ( ) SCALE: 3/4" = 1'-0" ("') FOR ALUMINUM SOFFITS >1'-4" . s • . • • • •''► o 1 X 4 FURRING 8d NAILS REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" > Q .'' KNOCKOUT/ c� MID BLOCKING NOT REQUIRED ; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. WI (2) 10d FOR VINYL SOFFITS > V-0" SHALL HAVE MID PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE 2 MIN. () PROVIDE 2x CONT. W/ (3) BLOCKING PER R704.2.1 d MONO FOOTING > .•, A. ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 e CLEAN FILL •. 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF .> DIRT 6 Z TO BE INSTALLED 2 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" X0 ° 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - .100 FRHq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. • STANDARD o N SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + + �FNGT (2)10d NAILS @ 8" O.C. N o 9� HOOK #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4'/.' WOOD + + TO TRUSS TOP CHORD FILLED CELL '- • `- ' ` ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" + + PLYWOOD SHEATHING �, �• �, .• �, .• �, �, .• THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + ANCHOR INTO ARCH BLKG. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" SS TRUSS + + REQUIREDTO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP . . . SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR `. ° • CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR OVER MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER FOR HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. ooOO,0000 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SCALE: 3/4" = 1'-0" 0 CO SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER � SS ¢rrA FILL CELL FULL HEIGHT Wi OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. O vNON M SEE SHEET D2 AND SIMPSON HTT4 w/ 18 10d x 1 ( ) THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ;, o ° o , ,L a. 0 REINFORCING AS FOLLOWS: * SEALANT IN BED JOINT. DO NOT FURROW. — _ —_ _-, ICI I — ° FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO "' a 1 PLACE LOWER HALF OF MORTAR g°. _ _—I I I�rI I r I� 5/8" DIA. ALL THREAD ROD -' #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6"MIN. LAP SPLICE W/ - ° ° I EPDXIED w/ SIMPSON "SET" v EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL �T�-. � EPDXY MIN. 6" EMBEDMENT & N FILLED CELL SMOOTH. DO NO FURROW. ° o ° I I 3" MIN. EDGE DISTANCE DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOTE'' GRADE o. n I I r- SET BAR IN EPDXY, FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p . e ET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE G) S SUCC G OU NOTE: M p REMAIN FREE OF MORTAR. - z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T c L4- TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ' SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE \ WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) . A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION \� MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. �a RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" M 0 Cn 0 -a 7 W Z o as cw c�'v N f0 p i •y � N � N y C J 9 E G C " 3 c*a � � a M o Ili,+ '�J � � J 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. Ml W a 0 E � o Li O 1 o6 IF NN_ OD ai U) a cLLi� _ w a Z o a 4 rho o Wrn2, .. m um= Lu 00 N NZQJ 0 NCY) O U U O Z W ❑ ❑ CD M r L N O Z z o v , G o w c' U C) O w gUft In r N A U W J -• m S � • U a r— N Q N 0 sm o _ M J w z a LL EE Q 0 (tea U zo o�<o >m zp w a � �o [O .O a C/� < o 3 r oa � ao WC/D s wLL <CD m az =3 N T _ > J LOLO m Q c� `v T j CL Y Cr C J C) ■ . . 00 LO O T LL- co U C: 0 CN m CV i LO M Q 0LOT co o m T rri Z `m Z E T E w c a U .j Q p JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. SS -o co rn LO L 0 N .�Q Q 0 J 00 0 I i J Q N I"')') LO LO 0 D- (n 0 0 0 J M 0 I i N O 0 ILD LO v S Q 0 3 Q M 0 i cE v c J i 0 0 0 LZ 0 w: 0 0 a N N Lc 45 0 d s v YY/ L- I vu `W I l-V f 1 1 I AV v v "U CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. �-- ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS S (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: NTS HIP G.T (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od 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) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 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 ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL s SCALE: NTS TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER ( VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SEE PLAN ( ) w/ MIN. 4) 12d WHEN #2 SPF 48" O.C. W/ 4 SIMPSON HUC410 w/ (14) FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 2x8 BLOCKING NAILED () SPLIT CENTERED AT 16d INTO HEADER & (6) INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS @ 1 Od TOP & BOTTOM 10d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED ww/ / (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & /2HTS20 w/ (24) 10d x 1 1" N SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 'k EVERY 3rd & ADDITIONAL INFO. IJ7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN EACH STUD - TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE RAFTER EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A SCHEDULE/PLAN INDICATED NBM OPTION B CONNECTION INFO OPTION C. w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH SEE 2ND FLOOR FOR ADDITIONAL WALLR SECTION TION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON COMMON B M . TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN SCALE: 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & IF 2x DOUBLE LEDGER, BM. SPLICE OVER 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) CENTER OF POST w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS A A END OF TRUSS THEN 2X4 BLOCKING SEE PLAN FOR ATTACH SECOND PLY 2X4 DIAGONAL AT 8'-O" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF AM MAX & EACH END ALTERNATE w/ (3) ROWS OF 16d CHORD AT ALL HAND FRAMED AREAS TYP. o. o 0 0 0 �' o DIRECTION TYP. A NAILS AT 24" O.C. • • DI 8 --ONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS • " WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 1 Od NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 1 Od CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR COLUMN SIZE & 2X10 #2 SYP CONT. LEDGER w/ (3) TYP. U.N.O. LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH (IF T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING PARALLEL SEE 2/D2 FOR FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g DETAIL @ INTERIOR BEARING 5" 3 PLAN FOR MORE INFO SCALE: NTS SCALE: NTS COMMON B M . ATTACHMENT g WOOD TRUSS p` PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS jdk VARIES 2x STUDS @ 16" O.C. c. crsr � z ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 1Od ATTACHED PER — ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON NAILING SCHEDULE 'ti OUTLOOKER 8d NAILS AT VALLEY TRUSS a SP2 w/ (12) 1 Od NAILS AT TOP 2x4 #2 SPF BRACING @ 4" O.C. INFO. EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d *1 �/L COMMON TRUSSES. � ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP �— �L� SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 j FOR CONNECTION SP1 w/ (10) 10d NAILS ti EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR N ti (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD GABLE LOW ROOF/WALL SCHEDULE PLATE MORE INFO. TRUSS STUD) SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d if VARIES W/ � 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ ROOF SLOPE FOR WALL LOCATION 1/2" PLYWOOD SIMPSON LSTA30 w/ L '� � (22) 1 Od NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ (14) 1 Od x EACH COMMON r r 1 1/2" NAILS TO BLOCKING WOOD WALL - SIMPSON MTS12 w/ / BELOW @ 16" O.C. MIN. 2x4 #2 SPF STUDS 14 1Od x 1 1/2" NAILS TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2) @ ( ) TYP TOP &BOTTOM SEE PLAN 16d COMMONS A16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH v`T SHEATHING ATTACHED BELOW @ 16" O.C. r, STUD TYP. T&B a PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON - (3) 12d TOENAILS TO HETA16 w/ (9) 1 Od x 1 1/2" NAILS @ RIPLYWOO TRUSS OR MASONRY WALL SEE PLAN FOR PLATE BELOW a• 4'-0" O.C. TO GABLE TRUSS FLOORING TOP OF WALL OR BEAM ROOF SYSTEM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a „ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER (24) 10d x 1 1/2 NAILS @ 4-0 O.C. - - W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE p 16" O.C. MAX. �' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. ° SECTION aC� FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY 8 CONNECTION r22'-�SECTION AT HIP GABLE 12 SECTION @cy BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS a+2 N N d� y uJ Q� o to f0 O +- .N y y E s c a 7 H f7_ C E r'a Lo 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 Enginee s signature and seal. v) W v0 E Q � V 6O G °� N O N :3Ln a C J (� LL w w Z o W 0 W -�°j 0 Z°no M IL m w a �~ F aN O U R U O z W ❑ ❑ `) M � L N � 0 z .0 N Z n CD J M z �-1 ` ' I l C w V Q 4-1 ° U O w g I N � U L J — E mi = t N - I� z M J o3 2. z < LL E z a ry < o Q p U _ of z® oa LO - � rC �c •o o E o &a S� �< Z VJ 3a � m0 z Z 65 m v n m z 0112 < z W cn O 8p 4 No _w m o w` y� o c L > d' J LO LO Q 0 0 O ,- U U) N m Co Ln 41 O M I M o O co m N LO M Q 0 N Y O M r- V7 Z Z c E r E cc a U Q p .i JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. D1 V) Q co N M L0 ID LID Cn 0 Q 0 J 00 M 0 I M i CCJ M M LO 0 0 0 J 00 Cr N N O L0 1.0 L _ 0 3 Q M N 0 CL 0 0 0 x LZ 04 O 0 0 a. M O n In Cn 0 d 0 W m v (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. MASONRY WALL CONNECTION. EXT. SHEATHING Q BELOW AND ALT. 2x CRIPPLES 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO OA SEE PLAN FOR CONN. W/2 12d TOENAILS T/B ( ) (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE )_ 0 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE 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. SURFACE ® 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x 11 tt FLOOR SYSTEM 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 SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDS�• END OF °• CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK INSTALLED AT EA. END HEADER SE Q S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR REQUIREMENTS TO HORIZ. BLOCKING TYPICAL BLOCK 2x CRIPPLE AT EA. INFO SIMPSON MSTAM36 STRAPS 10d WALL SIMPSON LSTA30 w/ (11) 10d (2) w/ (7) EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING 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) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„0 SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING 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. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE FOR CONNECTION INFO TO CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @w 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S.1N,_j SCALE: N.T.S. SEE FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A SIMPSON SP2 w/ (12) 10d NAILS O SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES 16" O.C. JAMB STUD STUD NOTCHED AT HEADER LOCATION E 2 2x8 OR 2 2x6 TOP () ( ) L, USE SP8 FOR 2 )@ 24" O.C. R x6 WALL, x REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 wJ (22) 10 CLIPS) NAIL BACK LEG OF CIPPLE TO (2) NAILS TO STUDS ABOVE & (11) 10d NAILS T STUDS TO S BELOW. NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS C D SIMPSON SP1 w/ 10 10d NAILS AT 16 O.C. U.N.O. O ( ) HEADER/STUDS 2 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE O S FLOOR PLAN FOR HEADER of INTERIOR HEADER NAILING AREA (TYP.) (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS PLATE SEE PLAN CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. OPENING LARGER THAN 4 ft 2 2x () SILL PLATE w/ SIMPSON LS30 w/ (6) 12d NAILS AT 6" MORE INFORMATION FLOOR SYSTEM OR BASE PLATE 2x CRIPPLES @ 16" O.C. �� 10d x 1 1/2 EACH SIDE 2-STY, FRAMING O.C. TYP T & B \ SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL OPENING WIDTH 4 FEET). BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. -� EWALL OR BEAM WALL AT EACH STUD AT HEADER / - ) (MAX. IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O. JAMB CONDITION OR IF BUILT - UP - SPF 2 2x4S () D w/ N WALL SYSTEM A.B. TO STUDS ARE I S S 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"0.C. COL. SIZE LU 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYCOCK WALL TYPICAL BLOCK PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) r AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F I I T(p F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. u 2 x 4 P.T. OPENING LARGER THAN 4 ft 2 2x SILL PLATE O SIMPSON MSTAM36 W/ 7 () 10d NAILS & (4) 1/4"x2 1/4" i 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 6 " SEE FOUND. PLAN FOR FTG. REQ. HO 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 ATTACH STUDS w/ (3) 12d TOENAILS T&B f SEE FOUNDATION PLAN TO GIRDER TRUSS IN IS SITUATION. CONNECT G.T. TO 2 STORY INT. BEARING WALL FOR FTG. REQ. 2xCRIPPLES TO PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR MATCH JACK STUDS BELOW STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND 5 FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CO N N . @ 2nd FLOOR 6 BOTTOM TO HEADER SHEATHING CAN STOP ONCE UNDER 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. - f ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (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 OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN I � SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 *FOR OPENINGS LESS THAN 1/2" NAILS AT EACH END TYP. 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" 0/ 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. A�qT �02 F48.. �4rOA 2x 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 tilj� (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. 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 IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON g 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). ' 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 SCALE: N.T.S. 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,:; W/ (2) NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ WOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE &CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 1O SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 02 0 N � co o -o Uj W of a� o N �o N d7 O CO d •� E ♦/ G oy� p � J C11 .o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W a a s V p00 N CV C6 N C t0 N y,,o Z � M C) Z- ik JELL d W a- a z mcv ai =r o e : m N LLW Z N O o U U W ❑ ❑ N z N z a_ Q2 Q � Ln z v � o � M U O t.NLn �, o N =D �— f6 FAw _ E 8 z t U o C' � � e r• 0 Q 0Co sm o M y Q L.L m z� Lry ao Q w= �o JO �� � CO Qa�G a� O �Z Z Qo r _: �¢�� I U 60 Z z O Q co �LL m � M w 2 S v oIQ ° 3 .N T 2 _J 4i m 1° .-�LOco � L r O o O Y � a J m m LO O r 11 c) O) CDO COI '� ca m N 0) LO M Q m 3 T ri Z Z E i_ n CO G E O CS C a U � Q p JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. D2 ti EXTERIOR SHEATHING � ATTACHED PER 2x4 STUDS W/ USP NAILING SCHEDULE SPT22 @BASE SEE J/S6 FOR MORE INFO. h 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR " J Tz— GIRDER BELOW @ 16" O.C. X _ 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE: 3/4" = 1'-0" 3 co M rh LA Ln v cn• AO Q J rn co 0 I M N co 04 M L() to L O C Cr N O J 200 co 0 I rM 1'rJ N O Q LA L 0 D- N O rn 0 Q N N Cd C QC) C O S L_ O C J C O •O O J N LZ M 0 r` LO 0 0 6 a 0 r� hi 0 0 Z W s v USP LSTA36 STRAPS - ATTACHED TO FLOOR TRUSS /BLOCK OR RIBBONS 2x CONT. RIBBONS W/ (4) 16d — NAILS OR 2x4 CONT. BLOCKING W/ (2) 16d TOENAILS EACH SIDE EACH END TYP. TOP & BOTTOM PROVIDE SOLID BLOCKING BETWEEN TRUSSES UNDER WINDOW JAMB CONDITIONS MIN. (2) 2x6 W/ USP JUS26-21F EACH END DOUBLE 2X — TOP PLATE 2ND FLOOR STUDS SEE 5/D2 2X BASE PLATE CANTILEVERED FLOOR TRUSS MAX. 8" CANTILEVER USP MTW12 EACH FLOOR TRUSS TO 1 ST FLOOR WALL BELOW 1ST FLOOR STUDS SEE 5/D2 CANT. FLOOR TRUSS @ 2 STORY WALL 41 SCALE: 3/4" = 1'-0" N O N C" c d � W z Aso ono �7 tl a M = LY p- N RS O cV S •Q iV X J a a J Yr se `•�'ti5v n cs. - `„1?1111lil1►/��j�` ,ON •� y a /11111111 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. U! W aE 0 a s (� o m m C W y N � n # W M N V Q LL L- W I^ d J V W rn Z —2 a o ,�NL� W -�O 0 m w 0 2 � d LL Z N OU W ❑ ❑ 7 N M O z N � Q V W � r U) M U.) //2^^ V O 4-J Cn W O u o U W J ~_ O L U it .• O W MN J LL zpa > N C o Q is p E V cF w z z® Oa F— D z O o ¢Q ao 02 �z i wo W a� omz m� o0 ZC3c m Q1 ono <z o� z0 a W > 3 o qa 0 a z F r m a OLL K � S � 0 Q< � O 11� V z¢TU O N i `A' LO ✓T cc �^W\\LO co q1t O O O 0 S. J o CN Cn m LO I — 4-J 0 +-+ u— M U O COI ca m n LO � M Q o T— o E z r Ei d U 16 75 Q JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. D3 3 v Q co N M r� LO LO L O ,QO Q 0 J M to C I iO4 E5 co M M LO LO O 0 0 0 J 0 I N M N LO 0 0 Lc L v C' 0 3 P•') i F. a, a> 0 x L v c c J 0 0 J a> 0 0 0 a M 0 a' 0 d 0 IiJ m v N FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 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 BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (O.6 cm: 30.5 Cm) include flashing as described in Section R703.4. a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMSLEDWNDO ) 2 NAIL BRAND OR EQUAL WEATHER � CEMT. FIN. water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING O of draining to the exterior water that penetrates the exterior cladding. WEATHER � SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE z BARRIER SEAL TOPS OF JOISTS 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 UNDER DECKING SUBFLOOR (SEE DETAIL WP07) other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied PP Pp 9 p pp SELF -ADHERED FLASHING 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 HEAD FLASHING TIE-IN INSTsecure No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up &temporarily secure weather eat RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Self -adhered flashing plus head flashing under 1 weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 1 2 O 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 p q y 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 Scale: NTS FLANGED WINDOW 1 SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING ' Exception: Where EXTERIOR DOOR WITH DECK - SECTION A :MT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER1ki the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied pp g g pp 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER . 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE the building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and g g p p � p 4) SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY wlNDow eucK VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT O THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 s WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) AND EXTEND TO WINDOW FRAME 1.1.Exterior window and door openings. Flashin at exterior denin s shall extend to the surface of the exterior wall g or window andoor openings g MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING (D 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 door be installed in the 6) TOOLED SEALANT REQUIREMENTS at exterior window and openings shall accordance with one or more of BEAD BRIDGING 2 following: CLADDING AND WINDOW FRAME 2 SELF-ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing Instructions or details 9 9 AROUND, INCLUDING SILL. 2 Q SEAL TOPS OF JOISTS 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER DECKING BOTTOM NAILING 8 UNDER (SEE DETAIL WP07) Z % subsequent drainage. Openings usin flashing shall incorporate flashing protection at the head and sides. g g pan asg ncor poraasg or FLANGE 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. SCS 06CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING � � ' SELF -ADHERED FLASHING � , SELF -ADHERED FLASHING �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMADMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. NV FENESTRATION INSTALLATION AND INTERFACE FENESTRATION HALF ROUND WINDOW EXTERIOR DOOR WITH DECK 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 stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. - SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. - 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVEDSHEATHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 _ Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME ° a APPROVED FLASHING TAPE DOUBLE 7/8" Cement Plaster "V" SEALANT SOCKET WITH JOIST , ° TOOLED APPROVED SEALANT -� % SINGLE WOOD BEAM ° Foundation Walla �� in accordance with 7/8 Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING ASTMC926 in accordance with SELF -ADHERED FLASHING 1 ° ° a ASTMC926 2 ° ° Felt backed metal MIN a L r; lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" 4 with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC1063 2 O 5 Building Paper Building Paper 7/16" O.S.B. sheathing O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , SELF -ADHERED FLASHING , . • FOUNDATION WEEP SCREED ' sheathing Metal EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER , ; , Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL / Installed As Per Manufact. Specs. PRODUCTS DETAILS / STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) o Maintain Stampede or similar Bottom TILE FINISH of cauk bottom DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only y WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO �� 1/2 DUROCK LU U) > i BARRIER (WRB) i' BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH 1 1/2" t0 2" Wee Screed Above Roof p PER THE FBC RESIDENTIAL 7TH EDITION (2020) co PLASTER ACCESSORY Sheathing Installed As Per SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS \����tS1 y Manufact. Specs. 1'4" PER PLAN Z Detail Instructions 1'-0" PER PLAN \' WRAP DP WRB ONTOTHE „ ous finish Refer to the number marked as # in each detail that corresponds to the p TO SURFACE TO TOP OF SURFACE Cement Plaster De nativeCeme Decorative Finish numbered items in the list o mstructions below: \ FLANGE AS AN AIR in accordance \ BARRIER with ASTMC926 �r °.• All inside and 1. Install self -adhered flashingin order as shown b numbers y SLOPE 8" CMU I 3-1/2" INCH FLANGE over wood 2nd ° °•' ° °'° °®•0•° ' ° outside corner will floor '��•®, 2. Install flashing and weather resistive barrier to form water shedding ° • °,° need to be miter laps 4" OR 8" CMU e - -_ ,' '4 ,� cut and caulked all °�. 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) z z '� '� �`' ,'' _' STRUCTURAL FRAMING • °, • o• butt joints need to 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT ° 0- g �I v•°,o •�'�•• becaulked using 0 0 embedded in the adhesive layer) - for ease of installation and to cr m STRUCTURAL SHEATHING J Stampede or sim. minimize scoring cuts _ a ° d a THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and _ U)CONTINUOUS DO NOT SEAL. BACKER ', I DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" ° U ROD & SEALANT DRIP SCREED PLASTIC Minimum) SLOPED MUD BED LU = � ACCESSORY I < BOND BREAK WRB 6. Fold as shown by arrows ° ° ¢ Cr W SF LATH �I, r 7. Angle of corner may vary, adjust folding of the flashing accordingly to cwn 3:\ I fit tight to corner _ VINYL SHOWER PAN a IS Note: 8. Mechanically fasten as necessary ° <° SLOPE a 11<, The building paper and metal lath must be %- Cement installed over the top of the weep screed. a PLASTER STOP A Plaster o CONTINUOUS US BACKER ROD block 1 st floor a GEMENTITIOUS FINISH i WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER • SCALE: NOT TO SCALE O N M � d � � W Z � L �n m x L6 d. LA f6 O y N L y O Q r N X 3 � m � � T G >_ � n M CV 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W E Q O M O N sm oopr- to N5 _Na 0 6, aMIt Q C-J LLBJ_ L Y dLpmJLLu Wy N_o Wi� 6Om Z LO M N Z Q J N Z O U < U W ❑ ❑ z N ch o g z 00 N G' h. � � v U) z �-1 4-1 f6 w M 'fit • U 0�/� w g V ! N . .- U c lL J � i B c� ) ID Q if7 CV O S Im 0 Z co M < Q LL Cd <� fl- o E� W Z Wa t_a =o a M [O pa az � < dw M �t wo CIDti <o < m 60 8 o a° co < W a� 3 �w x O M <¢ o a-TT-u a0 S O r 3 N � >LO J '^ Y J v rn cc co M O o CD J o CN m CO O 4-d ILL co o Col co m N 0) LO n M Q 0 T E CD d a r z Z E (DM 4? a. 0a U Q p c -i )OB NO: 23-06138 SCALE : AS NOTED SHEET NO. W P _ I - _ - I - I I L I -L 1 1' 1 _ 1 III 1 II I snarl HURR/'CANE Mounting Brackets 1:1 D Catige 4-1 /2' x 4-1; 2' x 2-12- Sev AnOCtr 5ch ale Bolts l l2' Cia. A325 Gabs ITYP.) 0 0 e *145e1f-Drilling screws A/C !hilt Sc.dtunl Ed9t • HurrlCBr a St'ap Jyrlical; 3 in frynt) Fmnt Cross Support (May be Cut to W) Left Bracket (16 Gauge) # 14 Self -Drilling Strews Thru Brdtkets & Back Cross Support Into A!C Unit Bottom Side (Typical: 3 each side- for hurricane Lso) 10-5i8" Pig wwhpr; Self -Locking Nuts u-JL,drn ul-ii. run. a: j-,-L.! -it -I. H:a,m..:1:. An tiuc.- FJtlp�fln:nrai 1t1M•et Sa thla be-g aYeiiatale YI.. "-I a4ldiemml tie aril applti, Sack Cross Support (May he rill. to IN Right Bracket (7 b Gauge) Florida Department of Business & Professional Regulation Pawl at Building Codes and Standards v1e zpzl Product Approval Application Detail ..Coda Entity or Dot. Date Dare Pali phi _ Typo Ventlam Manufactures Comact EnWneer&Llcrosse validated By validated! Submitted FBC Anoroval Apple $taus Anlnmdan 2020 $mart Vent Products. Inc Michael Gralrm NesmeaF Napo P.E Lock. eo„dig PE 12/16/2020 12/16/2020 122b2020 Approed CazepOry: Structural Compacms (877)441.8368 PE-7378 (334)300-1800 3 Category. Products Introduced as a Result of inlo@smartwit(can New Technology Complu"r. Method: Evawatim Report from a Flodds Registered Archltact a a Ucrosad Flaaa Pole ss-at Engineer FL981022nsProducts Qual Assurance Aooro iodfor Uss Aoeroyed for Use Impact 09510J Swtl Protlud Mods. rtanbat or Narlre Product Deaormtgn gasrad EmiraltaiDts hVHZ DulsiW HYHz assistant Pnssun 1 9marYJMt Matlel %t 540-510 Dual Functim Floodand Vent3atlon Vent 12f71r023 Yas Yes NIA 410D410o 2 SmadVent Model # 1540111 Duel Functim Flood and V-9.11on Vent 12/312023 Yes Yes NIA •100a 100 3 Smartv"t "'dill%164P520 Insulated Floral Vent 1MI2023 Yes Yes NIA •10D/-100 4 Smsdvent Maleltl154052l hsubted Read Vent 12T312023 Yas as NIA •100,s100 5 SM.I.t Model #1540-524 16&qu d: Garage Door Flood Vent 123lnG23 Yes Yes NA N/A 6 SmartVent Model#1540570 Weod Well In witted Food Vent IMif2023 Yes Yes NIA •10GF 100 7 9madvent Model %15401574 14.S&qua' Games Door Flood Vent 12312023 Yas Yes NIA nl/A Flor(da Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 a 1 1nU2D21 5444 ENttv or 2de_ to Date Fending 211e Tvoa Yan,m Manufacturer Cons ect Erwsraar i L,-, Ytrdtad 13V VaidtW 5alerted FBC Aoaroval )Auctioned Stsus R-ri 2020 Drexel Metals. Inc. Joust Shutters, Zachary R. Flats Locke Soa/den P.E ombiz120 08/092020 0820,7020 10f1.YN20 AFprored category: Rooting ;5021303-1511 PE-74021 (334,300-1800 Subcategory: Metal ROcdng shurrete®de, 4.wm compliance Method: Evaklatfon Report from a Florida Registered At react ore Licensed Fbnda Proles i-al Engineer FL917878-R6 Products Quably Assurance Approved for use Approved for Use snout Design sea % Product Model. Rumber w Name Product Des<dIXfon eoMraN Elmlrxlat Date In HVNZ outside "Via R"StigM Pressure 1 IXaxal Metal Roofing Systems DMG 10ONS, DMC 15OSS, DMC 1755, OVIC 2008, 12f312025 Yes No NA +01-180 DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 a4 35ro23 . Entity or gay0 Galt Dare Pendnp Dag Yweion Manufacturer flu Entanswr [ Licerrsa Validated av Validated 3uNNum FBC Approval �vp� Stolsr R-a- 2020 Therma-TrU Correlation Save Jasper- Lyndon F. Schmidt RE Ryan J. r,'g. P.E. rMfIU 021 12/31/2020 G4CM021 06N62021 Approved Catapgry: Exterior Dow, 18001843-7628 PE-4340D (813, rST-6555 &ibCMegory: Swinging Exted a Doe Assemblies slesperaonathernal Complkvmce Method: Evaluation Report tom a om Florida Real teMdemitted or a Licensed Florida Professional Engneer FL#2046I -R5 Fractions QaaaYry Aas1#e , Approved for Use A -led for Use, Impact 1Deal 5-# $oduclModsl.Numba".1keme RoducfDescrioHon CoanraaExpirti 2& i,H HZ Outside HVHZ g Praaaare 1 a. Thennt-Tru Flber-Cleasi-ol 5mpaM-Star Nonk1a16&#39.6&Wa: Impact8qu040paque 12/31 R026 No Yes Yea r41A Compbate Edge Fiberge,s sngk Door IlnswegfOu[swtm0. X confiWrationl 2 in Therma-Tru Flber-Clue-no Smooth-aar Nornhal Suns &.or "npect&qua: op.." 12nl2026 No Yes Yes WA composite Edge Fperglass Single Door with Sidene(s) (Inisbra Outsell g'. XO. OX or OXO confipuralions, 3 c. Therma-Tiu Fiber-C-iC and SmWrh-Star Nomhal 68439:6 &quo[ "Pad8quot Opaque 12/31(M26 No Yes Yes WA 4 d Themla Tru Rber-Cbssic and Smooth -Sir 5 e. Therma Tru Flber Cna- and SmoahShr 6 f Therrta-Tm F8)N-Clsssic and Smoom-Star U. Therma-Tru F'loi ..mx and Smooth -Star 8 In. Therma-Tru Flba-Classic and Smoah-Sher 9 i. Therma-TN Fiber -Classic and Smodh-Sear 10 1 Themes-Tm Fiber-D-sic and Smooth -Star 11 k. Therma-Tru Roa-Clessle and Smooth -Star 12 1 Themre-Tru Fiber-Ctestc and Smooth-Ster 13 r Therma Tru Fber-Cbssic and Smooth -Ear 14 n. Tham+wTru F leer Classic and Smooth -Star 15 0. Therma-Tru Flber-Classic anti Sn odd -Star i8 p. Therma-Tru Flber-Classic end Smoom-Star 17 q. Therma-Tru Fiber -Classic and Smoah-Sear Composite Edge Fiberglass DaLtle Door •4ilh or !aitho.it SIdektas jhswingna hine,ng XX or OXXO configurations) Nominal 6&#39;0 &qua:lmpect&quot Opaque Conpo#ta Edge Fiberglass Single Door (h-ng/OutsYirg. X cmt'nut n, Nennnal 66#39;0 aqua,lmpaabqub4 Opaque Cornpp#tic Edge Rt ergass Singe Door wth Sidalkers) tea-MngiOulswirg: XO, OXor OXO corfigurti cos) Narrnal 8&#8g:0 8qua:Inpsa&qua, Opaque Canposte Edge Fhbrg ess Double Door with or wino out sldeltea IlnPrinp/odswsng; Xx or oxXo cmfg-honsi Nominal 68#39:8 Gazed Composite Edge Fiberglass Singe Door (Inswing✓outsco": X cmfgiretldi) Nominal 6&#3' 88qua:brxaaat&qua; Glazed Composite Edge Fiberglass Saab Doorv:ah Sdal%e(s) IlnsadrgKluswng; XO. OX or OXO cmflgurehmsi Noland 6&03g;8 bquot:anpact&quot. Glued Corposlte Edge Flbega ss Double Door wtlth or wth out States dncwingOut-g: XX or OXXO configuration, a) Nominal 8&#399 &quot,"dLqua; Grazed Composite Edge Fiberglass Single Door (in-g/Ounivifg; X cmiguratlon) Nominal 86#39:0 axwa:klped&quot, Glued Composite Edge Fiberglass S Ale Dociv th Sidaltets) tins•#,nglOut,nirl XD, OX or OXO configuration,) Homely 8039.0 bqua:frlpau6qud'. Glazed Composi Edge Flbagess Double Door win or with but edelites (Insuring/Outseing, XXa OXXO corrNwations) Nominal l 6&#39 8 8qua:#npeat&qua Glazed Moded Open Composts, Edge I'll waass Single 0-h-WOuninnng. X cellig, ton) N-net 6&#39'889ua:krpsabq a Gitai Model Open Composke Edge Fiberglass Single Door with Glazed Molded Open Sdaltelt) then ng/0,1-i g XO, OX a Oxo cm%guranona) Henri 66#39A &que :I rFactbqua, Glazed Molded Open Composite Edge Fiberglass Double Door with a without Glazed Molded Does, Sidellt- (Ins:'mglOutax'": XX br OXXO CaMguninc ) Nemi 68#39:8 &qua:Wpea&o}ud'. Opaque Composite Edge Rberga es Single Door with Moiled Open SdrioN.) (IllaWngiOutswng: XO, OX or OXo configurations) Norvnel 6&#39:8 &qua:ingaabquct Opaque Cer ooalle Edge Fiberglass Double Docawith or without Glazed M did ad Open Sldeetes (h.inglOutsving: XX a =0 configurations) 1231/2026 No Yes Yes N/A 121Jt2026 Ho Yes Yes WA 121312026 No Yd Y. NIA l Mlc2026 No Yes Yes WA 1213117026 No Yes Yes NIA 12f312026 No Yes Yes NIA 121312026 No Yes Y. N/A 12312026 NO Yes Yes WA 121312026 No Yes Yes WA 17/31/2026 No Yes Yes WA ,7151202E No Yes Yes WA 12J312026 W Yes Yes WA 12131/2026 No Yes Yes WA lwif:2026 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 a, Ir"MI Code fishy or R" Date (le Pangs pig jyyp Vaslon Mamdadurar Contact Erelnser&License ValMgad R!, V.11dolono submittedFBC Audi Aearoibel anus Revision 2020 PGT Industries Jana Roso W Maori -Dada 3000-CER Mlanv Dade BCCO -VAL 11/192020 10262020 112412D20 Apprrn4d Caegery: Exterior Does tg4i) 4WO100 (786, 315-2500 Sub Ngery: Sliding Exterior Door Assemblies posowsp�pptindustles.< Ca..pli--assured: Cedll,arlon Mad or Listing om FL#251-R33 Pro" Quality Assurance Aonrond fa Use Apb -d for Use W12151 Deal - Sao 0 Product MomLNuirAra Name Produet DaserlWlm contract Eltplretlm Dale In MVHZ OuNFda HVNZ Raslann# Prsssuas _ -9 --- _ =57D(Large Masts Impact) Vinyl along Gloss Door 04/142021 Yes Yes Yes WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IFL20461.1 A. SWINGING The rmaTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.01-67.0 psf 12/31/2026 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/ 14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0l-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0l-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXE D MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243,5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0l-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2l-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580,3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97,5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849,27 - FL7849.28 NIA 12/3112025 Boral Tile Saxony 900 FL7849.16 - FL7849,20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076,2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869,1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn, see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999,1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197,5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527,1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review, I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) U-31:01CsT_l11!11&4CCIhNLT_l[1104 DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 3 1252022 Ootle Entity of jtgtg gdjg Oats, Perl 2= IvBE Vefston Manufacturer Contact Engineer& License Validated Bv validate! Submitted FBC Approval Approved Status Revision 2020 Therma-Tru Corporallon Steve Jasperson Lyndon F. SchrrlidL P.E. Ryan J. King P E. 0723/2020 07n202020 07129t= 1011312020 Approved Category: Exterior Down (900) 843.7628 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Dow Assi mbkes s)aspertiori0ther-trit Compliance Method: Evaluation Report from a m Florida Registered Archtecl or a Licensed FlorM•a Professional Engineer FLX20470-R3 Products SegX Frog apt MgtlN Number or Name Product Descn Dion DUJaIily Assurance Approved Mr Use Approved Contract Expiration Date in 14VHZ for Use outside HVNZ Impact Resistant Dedislan pressure 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal e8439.8 &quIX:lmpa<t&quot Opaque 12f31/2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (Ira-ngfout-gl; X configuraton) 2 In Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#318qua:lmpact&quot Opaque 12I3112022 Yes Yes Yes NIA Composte Edge Fiberglass Single Door will Sidelte(s) an-Ang/Outswing, XO, OX or OXO configurations) 3 c. Therme-Tru Fiber-Clisslc and Smooth-Ster Nominal 5&#398&quotlmpact&quct Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door oath or `Mthout Siddltes (InswinglOumi4ing; XX or OXXO configurations) 4 d. Therma-Tru Fiber-Ciassic and Smooth -Star Nominal 88#39;0 &quot;lnlpact&ci Opaque 12J312C22 Yes Yea Yes NIA Composite Edge Fiberglass Single Door (InswrglOutswirg; X configuration) 5 e. Therma-Tru Fiber -Classic and Smooth -Star Nomina189#39,0 &quct;lmpad&quot Opaque I?J312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door win adelbli (Inswing/Outswng. XO. OX or OXO configurations) 6 f Therma-Tru Fiber -Class and Srnooth-Star Nominal 88X39,0 &gL)Wmpact&quct', Opaque 121312022 Yes Yes Yes NJA Composite Edge Fiberglass Double Door srtth or without Sidelines (Inswing/Outw rig; XX or OXXO configurations) 7 g. Therma-Tru Fiber -Classic and Snwoth-Star Nominal 6&#39;8 &quotlmpact&quot Glazed 12/312022 Yes Yea Yes NJA Composite Edge Fiberglass Single Door (1-nglOutawing; X confgurati 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39.8 &quotimpact&quot Glazed 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sldelte(s) lnswtng/Outswang; XO, OX or OXO configurations) 9 1 Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39.8 &qud:lmpact&quot'. Glazed 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Double Dcor wth or vdthout Sidelites (ImaxAngfOutswing; XX or OXXO configurations) 10 j Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#390 &quotlmpact&quot Glazed 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door linswng/Outsvnng; X configuration) 11 it Therm- Flber.Classic and Smcblh-Star Nomina189939;0 &quotlmpac[&quo; Glusso 12/312022 Yes Yes Yes NJA Composite Edge Fiberglass Single Door wth Soalite(s) OrianxngfOutswrg, XO, OX or OXO configurations) 12 I. Therma-Tru Fiber-CInssi , and Smooth -spar Nominal 88#3e,0 8quot Impad&quot, Glazed 12J$112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or wthout Sidelines (Inswing/Out-9 XX or OXXO configuratons) 13 m ThemaTru Flber-Classsc and Smooth -Star Nominal6&#39'. 68g1a[;ImpaQ&quot: Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door wrath &quotNon-Impact&quo"; Sidelite(s) (Inswng/Outswing; XO.. OX or OXO config uratdns) 14 n. Therma-Tru Flbe•-Clabi anti SmoothSter Nominal 6&#39;8 &gt/etlmpact&quot Opaque 12/312D22 Yes Yes Yes NIA Composts, Edge Fiberglass Double Door v.4th 8quot;Nl--Impad8quot. Sideltters (Inswingioutswng; OXXO configuration) 15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,0 &quotJMPaa&quota Opaque 121'3112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door Yath 8xn otNon-lmpact8quot: Sidelite(s) (Inswing/Outswing; XO. OX or OXO config urstans) 18 p. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39',0 &quot;lmpact&quot Opaque 12r31/2022 Yes Yes Yes NIA Compost!. Edge Fiberglass Double Door with &quot;Non-Impaet&quot, Sidelitesnswin (Ig/Outsv4rg; OXXO wnfiguirshl") 17 q. Therma-Tru Fiber -Classic and Snooth-Star Nominal 6&939,S 8,q,mk Non -Impala t Opaque 12J312022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswingfoutswing; X configuration) 18 r Therma-Tit, Fiber -Classic and Smooth -Star Nominal Mrli &quct:Nor-Impad&quot. Opaque 1213112022 Yes Yes No WA Composite Edge Fiberglass Single Door wrath Sidefte(s) (Inn-Ar g/OutoWng, XO, OX a OXO configurati0na) 19 s.Therms-T. Filer -Classic and Smooth -Star Nominal 6&#39',89quot;Non-Impact&quct. Opaque 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Double Door wth or without Solari- (InswirlglOutswrg', XX or OXXO configurations) 20 t. Therma-Tru Filer -Classic and Smooth Star Nominal 8&#39:0 &quot.Non-Impact&quetl Opaque 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (In-ng/Outsmng; X configuration) 21 u Therma-Tru Fiber-Classc and Smooth -Star Nominal 8&#390 &quot Non-Impact&quot Opaque 1213101M Yes Yes No NIA Composite Edge Fiberglass Single Door Atd1 Sidelite(s) (InavuinglOutswrig: XO, OX or OXO -riflourationsl 22 v. Thermaa-Tru Fiber-Gassic and Smooth -Star Nominal 8&M39.08quot;hbn-Impad&quot Opaque 121312022 Yea,Yes No NIA Composite Edge Fiberglass Double Door vain or without Sidelines (Ins %]Outs-ng: XX or OXXO configurations) 23 w.Therma-Tru Fiber-Clossic and Smooth -Star Nominal W#59;88quot;Non-Impad&quoi; Glazed 12131/2022 Yes Yes No N/A Composite Edge Fiberglass Single Door (Inswing/Outswng X configuration) 24 x. Therma-Tru Fiber- Classic and Smooth -Star Nominal W39,6 &quot:No,-Irmpact8qu0t Glazed 12131/2022 Yes Yes N. N/A Composite Edge Fiberglass Single Door with sdelte(s) QnsW ng/CutsW rg'. XO, OX a OXO configurations) 25 y. Therms-Tru Flber-Gesslcand Smdom-Star Nominal 6&039,8 &quot;Non-Impact&quot Glued 12/312022 Yes Yes Nlo WA Composite Edge Fiberglass Double Door wig or without Sidehror, (Inswing/Outswing; XX or OXXO configurations) 26 z. Thermo-Tru Flber-Classleand Smooth -Star Nominal 8&039;0 &quotNon-ImpaC&quot, Glazed 121312022 Yes Yes No NIA Composite Edge Ftergias, Ssgle Door (I its-GlOutswvg. X configuration) 27 za. Therma-Tru Fiber -Classic and SmoothStarNominal 811#39:0 &quot:Non-Irnpad8quot; Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Engle Door with 5delite(s) (Inswng/Outswng, XO: OX. OXO configurations) 28 A Therma-Tru Fiber -Classic and Smoeth-Star Nominal 8&#39:0 &quc-rNon-Irnpact&qugt; Glazed 12/31/2022 Yes Yes No NIA Compotsite Edge Fiberglass Double Door with or without Sidelines (InswinglOutawing; XX w OXXO configurations) t7„4 sods T-j(pe � Mamafaaurer Reuston 2020 MI Window and Doss Category: Extanor Doors Subcategory: Siding Exterior Door Assemblies Compliance method Evakiation Repen hop a nodde Regale red Aenidectore Licansed Flortde FL015332•10 Professional Engineer Products Sae# Prbdpa Moe!. Numbes aNeriM 1 SERIE5420 ALUMINUM 8Wa 2 SERIES 420ALUMINUM SGO 3 SERIES 420AI.UMINUM SGD REINFORCED 4 SERIES 420 AL UMINUM SOD REINFORCED 5 SERIES 420ALUMINUM SGD RENFORC•EO Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 151212, eodv a go Data Dare langlnic RAt Conrad Endnaar&unsa caVandxlsd a, srwm;noa FSC Ancients, Approved Stalls, Brent Sh moan Luis Roterto Lamas St-n 14Unch. PE t0A6/2020 lw62om ,0/19202G 12/1S2020 Approved (T17)30-33M PE62514 i71 T)317-8454 bshlinger4a-d.com Quality Assurance Approved for Us s Approved for Use ,mDBG Do", Product DesorbUon Contract ExpirMbn Dine 11) HVNZ Wake HVNZ assistant Pressure SERIES 420 ALUMINUM SOD OXO 12312024 No Yes No N/A 145-3148quot x806qua; NON -REINFORCED SERIES 420 ALUMINUM SGD OX. XO. XX 12,31/2024 No Yes No N/A 961qud�"80&quot', MOM -REINFORCED SERIES 420ALUMINUM SGD RENFORCED DXD 12612024 No Yes No N/A 1453/43qudx98&qu d: SERIE542CALUMINUM SOD REINFORCEDOX. 1MI12024 No Yes No N/A XO. XX96&qua:X96&qua: SERIES 420 ALUMINUM SOD REINFORCED XXX 121312024 No Yes No N/A 143&quot:x9S5wot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 li912o21 Entmir Data pastabas 9alp � Version Manufmart rer Sr&DiIIf! EIwMesr & uciame Validated By YMldatedsubmIi FSC ApprovM Approved Status Reason 2020 wayns-Daum, a dvtalon of orerhttd Door Owayne KeI John E So.- Janney Arneson, P E 10/122020 o92wM20 102342020 12/15/2020 Appromd Corpaatlon (330) 763-8121 PE-51737 (904) 821-5200 Category: Exterior Doors dkomna- ishQ-ydaitm C Subcategory: Stational Exterior Door Assarr ies Om Conplianae "em"': EvWudlm Report from a Plaids Registered Architect or a Licensed Flodds Firoducta protessicnel Engineer PUR248-11120 dueler A,-- Abandoned for Use A-m sad for Use tninact Sed# Irma Modal Mantes or Name Product Ces<riabori Corsract Exdrazlm Daze it, HVIl OutMW HVRZ Jus"MN l.'rt-rr. 3 80D01810016200 #1105 8&439, Net, widh. 14039; Mex height. Glazing 12131 r2023 N. Yes Yes •31.0005.DO asni lebie In top or rhumediate Bede, 10 8000y8100.'8200#1123 16&#39, Max width. 14M9: Max height. Glazing 12131QQ23 No Yea Yes •30'00I-33.50 available In top or IntermW Tale sedan. 11 60001840018200#1124 166439 Max width. 14M9, Max height. Gluing 12/312D23 No Yes Yes -3440%3830 -11sele in top or harrnedlate sedan. Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards r51z021 Product Approval Application Detail t]reriaa�a 1240 - entity or 29U Pitt Due Poland ROW TYoeyansm E .. tanchurar Corneal Submitted FaC Appraisal Ajoa-e Status Revsan 2020 Cures Dlvlslonof AADG. Inc Tom Rattay UL LLC Troy Bishop, P.E. 12MOM20 12A12020 1221/2020 Approved Category: Such. Doors 1641) 494.2813 t95 n) 947-0880 Subcategory: Extent. Door Canponent s dim rebey@aFaeebloy-co Corriollance Method: Certification Mark a Listing m Fu llWIF-Ra ProdufYa Quality Assurance Aborovedfor Use Approved for Use impact Do" Sao % gill gdt Medal. tkxnbar or Norm Product Description Ciasract Exovatlm ots In HVNZ outside RVH2 Ras[sta9 Pressure 1 50T. 7Q7. 72?, /67, 751, r7T. end 847 Single and Picks of Flush, Glazed. and Louvered sings, and pairs of 123WOM Ye, Yes Yes WA Doors halca• metal doors. Florida Department of Business & Professional Regulation Forget a2 Building Codes and Staridards $5,7021 Product Approval Application Detail ,., Code Ertl a Data Dta Call. P.udna Dta Yasm Mi urfact.rer Contact EmAm- &Licalse Validated ay Ytlil'sted submitted FBC A-ro l A ..-d! Stan- R.Aeon 2020 MI Windows and Doors Brent Sth"a American Architectural Sloven M. Urich PE I It172020 11/17/2020 11272020 Approved Category: wridowa (71 r)355-3300 Menufacoar-Association (Tt?)311-64N Subcategory: Singe Hung bstunga�rtA::tl.cop Cortpllar e. Method: Cedlcsir n Meg or Luting Quality Assurame Approved fa Use Aoo-sad fa Use Imped Deal, Sed # P6dr Media. Number a Name Product Description Contract F-xplrallon Date Outside HYHZ Reststam Pressure 2 165 SH 52x72 FI,Pange Frame IG)SG Single Hung I01082023 No Yes No +60)-60 Laminated Glass -(I-- W > U U N N O O O L.L. O > .Cn =J -� O 0- .= 6-0 coV Q Q Z Z W J G- v G cell � �2 � - X C0.- N_ ct3 Q CL co W Iy � G C' Q Me i @ y W rJ � 7 fO T ro Q J 0 Cin E a Z to co O L 0 Q L ski O L U C0 m O L ICU W Q W z J z Q J SHEET NO. PA 1.0. I I __ __ - - __ — - I 'I - 1 1 1 1 Florida Department of Business & Professional Regulation Pages fs Florida Department of Business & Professional Regulation Page 1 of I Florida Department of Business & Professional Regulaten Page 1 cil Florida Department of Business & Professional Regulation " 1 V2 Building Codes and Standards 1125fZD22 Building Codes and Standards I&MV Building Codes and Standards 1512021 Building Codes and Standards I WWI Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ?L#ZS94= Enfit, or 29, 21, Data Pd- Isits coo Entity ge D& 211gil Dal* Paridnic Do Code Entity a Date 2" Dat pending Dato Entftv 9 20 241 Dallelliending 2& im Version Manufacturer Contact Engineer & License Validated By Validated Submitted F8C Aperoval Approved Stat! Version Manufacturer ContakA Weather a Ljosim. Validated IW Validated euturnIted ROO Aragroyal Approved atitivas Must vairshon Mansufauch.- Contact Ensairsaw, AL License Validated By VAdgd Sailistuded FISCA-ransel A,--d TV- Variation "—red— VWRLVd 31git-ithad FSC Adirmaicil A,­rad statuni R-i.i.n 2020 Tharma-Tru Corporation Ste- J-P.— Lyndon F Sch nidt P E Ryan J King P E 10fi07r2O2I 0911 8072D21 10/1312021 1211 BM21 Appro-c! Affirmation 2D20 PriTinduch-L, J... R—al Mi—ji DCOO - CER lAwri-Darse SCCC, -VAL I W5M20 11105rn2g 1111112020 Approued RenAtAin M20 MI Who-, and Dow, Brant Shlinger Arralloan ArChit"tural St— M Urich, PE lMS,2020 10/aWD20 loils/2,320 Appr—d R—..n 202a Mi Wndcu,s and Doors Sir ant stlinster Arnwican Ar.hilectimal St—n M Uri.h. P9 11,22=20 11112212020 11 Approved Category: Editor D— l800) B43-7628 PE-43409 (813) 767-6555 SubCat"ory: S—sil, ng Edi— Do., Assemb4cs a�aspersorh@thernnatru co Caleaskyr. VArdin- (941) 486,0101) (rilfi) 315-2590 Category: Windows (T1713M.3300 Mit-hictithars A-cacrojort 171 T) 31 T-8414 Category: Windoes 47171385-3300 M.-tact.nor, At—hisfick, 1717) 317-8454 btftlar"rnd.- C tripitance Method: Evaluation Report from a In Subcalthig-it: &no, Hung roa-sialilp9tundussureec "Cal.9-F. horizontal Show ostfingwern-d— Subcategory: Rises! 0 Florida Registered Architect or a Licensed Fickida C campliancialtaltacti Cents.— hawk Or Lilting Ont Compliance NWho&. Carfificallo, Whark w Listing Crampli— 1111whock Certification, Mis,1, Or L,aing Professional Engineer F1,1238-1128 FLAIM5349-R14 Products FL#204$i-R7 Products Cuming Aut—orgam A22uuug_f9LUas Aparding ficar Use hmilact Deaskin ggilile, Assurance itoory0fori Amoved for Use Inneact potion Gazefln, Ascrunarac, Abalones! for Use A—,Yd for use Irr— 21kalm Quality Assumm ce Acipvadfak-Use Approwadforijilia, Invact cesian al"It In HVH Outside Resistant Awl atican Dal, U11-Hy-HL Outside HVIAZ R-hatars Ressame 1290 PrQdwt Model, Number or Name, Product Dimiletto Date In HVRZ outside HVIII geastm Pressure Secl 4 Product rid ode[, Kum ber a r Name Product Description CWhilot Expiration Date in HVHZ Outside HVIKZ Resistant pressure 2 R149500, Large Waste hrid) Vinyl Single H-0 VAM— J7�OM25 Yes Yea MIA I HS 186 Fin and range Fnarn. 73.62 1—loted Gets 02/1 024 No Yet No -55/-55 1 185 PW 7S. 72 ln.Atd G4­ 04103M23 N,r, Yes NO -M-60 1 a Therme-Tru Fiber-Clal and Smooth-Suar Nominal 6&#39.a 5quot.Non-Impact8quot, Opaque 12t3112M No Yes No MIA Composite Edge Fiberglauss Single Dow (Ims,i,ngPO.tw.,g. Xconfigunation) 2 Ic Therina-Trui Fitow-Cassic and Smooth Star Nominal 68itil &quaNwi-lmlpwt&qwoi Opaque I �J3112022 No Yes No NA Composite Edge Fiberg law Single Door with Sideii 0 nsvongfOutnerag. XO, OX or OXO —f.3,,r.b ... ) 3 c Th—st-Tru Filoser-Clasal and Smocth-Sbi, Nomina 153#39; 8 &quot Nor-1 minaoMquot, Opaque 12f3l/2022 No Yes No MIA Fiberglass Goarnposit. Edge Double Clear vAtIn or Wthout Sidelites (I ns,,Ang1Oub;viii ng, XX or OX(O configurations) 4 a Therma-ThuRber-Cistssic and Smocm-Star Nominal 7&#39:0 &quot Non-impect4liquot. Opaque 121`3112C22 No Yes No NJA Composite Edge Flberg 12M Single DW �ImmmgfiOutswirig; X Configuration) 5 a Therma-Tru Fib—ClasiNc and Smooth -Star Nominal 7&#39:0 8quot; Non-] mpad&quot, Opaque 12t3l;2022 No Yes No Ni Composite Edge Fiberg Law Single Doak with sid-lit-N) 0 h—glout'Wrig XO. Ox or QXO 6 f Themna-Tru Fiber-Classe: and Smooth -Star N—In.1 3&#38�O9quot,N.h-lrnpwAq..t Opaque 12,3112022 No Y.o No NtA Florida Departmert of Business & Professional Regulation Paige 1 f, Florida Department of Business & Professional Regulation Page I Of, Florida Department of Business & Professional Regulation past, Of I Composite Edge Friberglass Single Door Building Codes and Standards 16=21 Building Codes and Standards 1*2021 Building Codes and Standards W2021 tl�ng/Outswngl, X configuration) 7 g. Thef--TN F,Oer-Cl-s4 and Smooth -Star Nonrated U#3U&q..tN-,­lnhpw;b&qLpl; Opal 12131=22 N. yes No N/A Product Approval Application Detail Product Approval Application Detail Product Approval Applicatiort Detail C'emlow", Edge F,bargil—Smille Doo—th Sklifll.(s) (I nsmrstifOul—rit XO, OX oc aXO cocrifigur.i 8 h Th.—T. Pb—Classu, and Smo.t1i Nwinnal 88#39:0 9quo�Nw-lmpact&quot. Opaque 1213jr2022 No Y_ No NIA atonal Composite Edge Fiberglass Double Doo, Wth or Eraht, Or all INA Dots Runclina 299 Qga Entill— 1111JIt 211111 09, P"M 21111u, aillit Data Pend- 20 willIaoul Sideshow (I nswNlOut—g, XX or OXXO TV" Version Curried Eakalmer 9 uppect Validated W Validated Suberiked FSC App—I Appinglyed RAIJA AW vers- Norturaid.- C,rtW Erightser6 U—, Validated N Valki substsided FSC Avic—iii Agplizared AWL ii V"w Allarturriadwror Conrad Validated ey Validated! Submitted FGC Approval Approved ster- 9 1. Therma-Tru Fiber-Cliessic and Sincoth-Star configurations) Nominal SW419 8 &qLot:Non-lmpac%quot Glazed 12/al/2022 NO Yes No NIA Affirmation 2020 PGTIndustries Jiahs Ro—ki %wriii-licide acco - CER liffiami�Daca BCCO - VAL 14M)2020 11/0512020 11111r2020 App,—d R... 2020 MI Wind— and Dow, Rrimt Runs., W, R Lomas, Pl� St— M Uricr,. PE 10,01312020 10146/2020 10119/2020 1?d15M20 Aptk—d Allsimistach 2020 PGT Incluatnan, jers; Re —ski Mnami.ods scco - CER 1A.—Ditidt, acco - VAL IIM/2020 11105M20 1111112020 Appr—d Composite; Edge Fiberglass Single [)wt Cial.giary. Wrid—s (941) 486-0100 (766) 315-2590 catagetry: Winde— (717) 355-3300 PE-62514 (717)317-8454 cattaw. Whw,-,s (941)486-010D (Titli) 315-2590 (InateanglOuts,mg X—figuthinton) SubCatiagary, Fln,.d j­ki(jPg(lnd�whe.. SubC2t*prr- Mullim, bafflingathililimd.com SLIcCal.gtry: asluallars, jrosowilifilltipgaridustresc 10 Therma-Tru Fiber.Classic and SmCkom-St2r Numinial &&#39,8 &quotNon-I mpactfiquat GWed 1213112022 NO yass No NIA C—pli—Aleallacki Cartill.t. WrI, Or Liang wh Compliance lasurodic EnKlabor, Report tor, a Compliareartlialhod: Cartireabon Mim, or Luting Om Composite Edge Fiberglass Single Door AM Floilda Registered Architwt we U,wtsed Florida Sidel"e(s) XO, OX or OXO FLM3424 Pr~ Prolestional Enginewr ?Last All Products corrif, gurat—) Quaint A,,-- Asicarrovad for Use Accar—d for Use Impact c4alick, Quality Auctioned for Uso Agwaylid fix Use impact Del 11 k Thc,rma-Tnu Fib—Classa, and Smicth-Star Nominal 68#39.88quictNicti-ImpsyclUtrquot Glazed 12131 QM C., Posits, Edge Fiberglass Double Dow wth or No Yes No N/A 8-9 Rocket Model. Number w lilishands ItheidaAct D—rijkJorn Corall Edradipq Data in HVHZ Quitsid, HVHZ Reshaw-A P—re FL,015353,85 Products Allut Product Model Nurelter or Hitail Product Description contract Enalrallon Day In HV11Z oullaide KVHI Plasmas Pressure, �Athoufl Sidelites, (In"ingfOutsiaMirg XX or OXXO 5 PA15520,Lia,pe Missile hh,wr, M,yl Fixed W,d,, 04M/2025 Yea Y_ Yet MIA Q"V Ashaursho, Aconastrad for Usua Adwayead 1, that transact posion I WIN— Iw All Doors an 1 Wir,l�. 9 Aluminum Mullions 05i'26r2026 Yet yes yes M)A 12 1. Therne-Thil Filber-Clal and Smooi configurations) Nominal 7&939,0 &quot,Noh­Impact&quot Glazed 121SI r2022 NO Yes No N/A Awl 2 f�gujji Moded, Nwbw Or Hemse Produact D—flattsm contrk��.Qillfta Vertical Ajunhin— M.1s. (1) KVHZ Outside No HVKZ Yes R."ahat Yes Pressunt N)A Composite Edge F,11porglow Single Door (Ins—glOuts—gi. X oonfighmai 13 m Therma-Tri, Fiber-Cessic and Smootti-Star Nominal 7&93g;OS,quotNon-lmp­t8quot Glazed 12131)2022 N. Y es No MIA Composite Edge Fiberglass Surgie Door wth Sodeftle�s) 0 nswrisfOutawng, XO OX or OXO configurabons) 14 1, Themnat-Tru Feer-Clawk, and Smooth-Sbar Nominal 8&039;0 &qutN­lrnpWtSqu0t Glazicd 1213112022 No Yas No WA Composite Edge Fiberglass Single- Door (1—InglOwswing; X configurabon) 15 o Thema-Tru F,tc.-Clasish; and Snacoth-St. Nominal 8&#39:0 &quo�Npn-lm;pBcd,&quct Glazed 12/31Y2022 No Yes No NIA C—Powts, Edge Fiberglass Single Door 4th Sidelite(s) (I n"ingtOutipwrial. XO. OX or OXO Florida Department of Business Prafecssional Regulation Past, I or I Florida Departmerill of Business & Professional Regulation Prk.2,A2 Florida Departmard of Business Professional Regulation OrA is p Tharma7ru Filbater-Clawk, and Smooth-Ster coriNgurabons) Nmhal 3&#39;O&quetNon-lmpwt&,quot: Glazes: 12131J2022 No yes No N/A Building Codes and Star ndiards TOM21 Building Codes and Standards IOA-021 Building Codes and Standards Cornposta Edge Fiberglass Double Door With or Yisthout Sidelites (Insermg/Churtswrig, XX or OXXO Product Approval Application Detail Product Approval Application Detail Produtt Approval Application Detail 17 q� Thenme-Tru Fiber -Cans— and 5—th-st., owifigursbers) Nominal 08#30.6 &quot:N-1 mptactSiquot Opaque 1213112022 No Y,w No NA CorrIposito Edge Fiberglass Sing le Door Wth isultrunam, "At Transom (I nsw *Outswrg, OtX wrif igu ration) 18 r Therma-Tru Fiber-Clasts, and Smootill Nominal 6&#39,8&qucr%Noh-lmpact&quot, Opaque 12131 M22 No Yee No MIA ;9.42 Entity or 1291 20 CIO. Pencing, Entity W 2a 211 Deft Pendinta 21ft Cod. With, Or Date Pending gill C—potato Edge Rberglatsis, Single Door -th mm Version 101—nichme, Cwtsol End,,& U—,, Validated submitted FSIC Asachenhal Achroinni Stan, Mass y"on, coned Enrahrukar & L—, Validated er Validated Sulichillbull FSC Acuteness A,,,,d Bit& I= Version 14mfacc,rar Contact 9,W,— AL L,—,, Wifficall" ft -VIWAU9 ska"Itted FBCA--,W A,,r,,d stalus Shlefitse(s) and Transom (I ­ng/Cutswng OIXO. R-itJon 2020 James Handle 11WIding Predicts. Inc. Chad Dirs." V Andr- Tan John Swthand, RE 01/0512021 12tl4/2020 011064021 ding FIRC Appr, Result— 2020 Alsid. H,ck Thompson Lyrd-F SPmict RE Ryan J King P E 02/15r2021 0205rA21 02=021 W-V2021 Appromid R—skin 2020 W Michael such Room 4wrilron John W. Knecatim, PE 12)19/2022 12M 112022 1200/2072 02M71202S App'Ouod 19 Th.,ma-7,u F ipar�Clax, and Smooth -Star O/OX or CuOXO configurations) Nominal W39:13 11quothlon-Impact8quot, Opaque 12M/2022 No Yes No NA Category Pwal Wisla (5091545-8359 PE-816,82 (352) W-2528 Category! Panel Milt (310) 922-23Bg PE-434a9 (813) 767-655B Category: Rooting (800) 766-3411 PE-59166 (954) 772-6224 Composite Folio Fiberglass Single Dow rth SubCaPigory: acting had dlrcKs@j.rmnh.cA subcaltiginy; Soffit nthenrinion(ilialvd, Own SLIOCAhigaary: Asphalt strangles thsalithesitf— Sickelibit(s) �lms.ng/Otanazmgl, XO, OX or OXO Compliance Mishod Etralu.b. Report ton, ii� Compliarric. Wathod: Fnii.talon Report mol a Coingturnee Method: EYahustion Report from a Continuous Head and &II configurations) Fluddir Registered Anrctiteact w a Licensed Honda Florida Ftvgi,twadAOhlhkt or , Licensed Flwid, Florida Reg,staredArchitect or a Licensed FiOnco 20 t Thwma�Trui Fiter-Cla—c and Smsi.th-Sho, Nominal li Sxltiol�lnort-nripaotliuquot Opaque 1213112022 No Yes No NJA Prof—ional Engineer Protectionist Enginew Professional Erigintia, Composite Ecilge FiberglaseSingle Dow wth sdeliha(.) oro,argirot�toieang XO. OX or OXO FIA11,131192-R8 larijklijObs FL*152T2-R5 F-Ijaciandt, F1.011111244103 Produen; Continuous Head and Sill configumboarts) QAWftv Assurance Approved for Use Approved for Use impact postal, Qualitir Ms.— Actici for use Assr—w! for U, laiRatil 2iusk 0ARYAssuranice Approved for Use Approved for IMOWA portion 21 u Thermat-Tru Fiber-Clacasic and Smooth-Sar Nominal 6&939,8 &quotNcm-Impact&quat, Glizzecl 12f3l/2022 No Yes No MIA Sea Ar Product NOW, Nurbor or Nam Product Dascriptio Contratict Flitilradoll Dole In Hvbz outside Hi fleshloot Pressure SK 0 product Model, Nurric. or Nwras Product Doscriptl cointract ffizall'sation, Does in HVHr outside HVKZ fretwork Ressun. Product MD&I likinither W Noxne ProdsoLDeurloulop Conerad Expiration Me In HYM Outside HVIZ Resistant Pressure Composite Edge Fiberglass Single Door with sdaba(%) (m.Wrg/0ut�_ng, XO. OX a OXO 1 Compiwil, Lisp &tfing fibe—mort lap khhg 17J31/2023 Yes Yet MIA MIA I a &qua.2T8.quot Sods Vent a Solid Vinyl Soft I 213V2023 NO Yes NO MIA 1 OAF Asphalt Roof Shintilki. V us. In FBC N-KVHZ Fiberglass reinforced 3-tap, larrinated, 5-tab and 12116,2025 No y" MIA MIA Continuous Head and Sit configurations) 2 Hw6,Pl.nk Lwo &dlhg 1lb—ment lisp skiing IMI1202S Yet Yet MIA MIA 2 to &ztuct.Anincie T48A.ol. soffit Vent oi� Sold Vity Sicalk 12131f2023 t1k, Yes NO NJA jurisciction, hipirUge swwt shingles 22 v Therme-7ru FicenClawo and Strickilli-Star Nominal W39.0 &quct:Nwr4mpahX8quoi Glazed 1213112022 No Ye, No NA 3 c lquot,Gfembrair Vintage Beadeda,3139 Soffit Vem or said Vany! Soft 12131=3 No Yes 140 MIA Composite Edge Fiberglass Single Dow with 4 d &oLd O&WOL soffit Vent � Sd,d Vey! SOME 1213IQ023 No Yes Me WA Sidelte(s) (inswngiOutseing XG, OX a OXO 5 . &qldCh.tw O.kUpoic soffit Vent ear Sd,d Varyl Gore 1213IJ2023 abo Yet NO Il Go ntlnuous Head and Sit conflilurations) 6 f &quct.sup. spa.8,quot, scrilit V-1 . Schd Vshyl Sons I 2MnO23 No Y., NO WA 25 w Therria-7ru Fiber-Ciessic and Smoothi Nominal U#31),S &quotNon-irripapilliquaL Opaque 12tW2022 No Yes No NJA Composite Edge Fiberg law Door Parials vAth Vented Sidelikes(s) �InswngiOulclwni;, XY, XXXw Xx,,V configurations) 24 x Thermar-Tru Fiber-Clasm and Sirrooth-Ster Norri 8&#3g;0 8,quotl4on-Innipact8quot, Opaque 12/3112022 No yes No NiA Composite Fidge Fiberglass Door Pared—ith Vented Sdk4ite(s) tinswig/Oursying; XX XXXw)Q= configuratiton') 26 y Therma-7ru Flo —Classic and Smackoth-Stiar No�inal6&1139:8&quat;Nor.impam&quot; Glazed l2t3l/2022 No Yes No MIA CompoWths Edge Fiberglass Door POW—Ath Vented Suielite(s) (InswanglOutswing XX XXX or X>= Florida Department Of Business & Professional Regulation page 1 .11 Florida Department of Business & Professional Regulation P.O. I d 1 Florida Department of Business & Professional Regulation Page I oll configurations) Building Codes and Standards 10i Building Codes and Standards 102D21 Building Codes and Standards 213 z Therm.-Tiru F b—ClasIt,c and Strichoth-Ststr Nominal 8&#39.0 &quict Non-Impact8quot, Glazed 12t3l/2022 No yes No MIA Composite Ed -go Fibergign Door P2me1SV4th Vented Sidelite(s) Qnsv0m;VOLk�ng, XX. XXX or XXXX Product Approval Application Detail ProductApproval Application Detail Product Approval Application Detail configurations) 27 za and SmDoth-Star Glued IM112M No Yes No N/A Compocitic Edge Fiberglats Single Door with 3&#39 0 11" MAI Sclelthis(s) lnswhi;fOutawhg� XO. OX a OXO oonfigurabons) �2412 Enflur or Patut 292 Data prindirso Date �Jg* Entity or 2aull Date Pending Paul rntftv 20 custe penclito Dat. 28 zo 7herms-Tru Filb—Ciassic, and Smooth-Slar Glazed 1V3112022 No Yes NO NtA an V-1- manufact.— contiect Emcmashr & U—.. Viffichatind1h, viftated submitted FliC A-,4 A,—td Militia zlim Version Manufacturer Colst Eni,,& Licescut Validated Be Validated Submitted Fill Approval Aquarrowd slad. TIP. Varslot, lftnufutur� contact Ongth— & it—. Vw1dastad By Validated Suicarallitski FFIC AW-1 ApW.-d status Composite Edge Fiberglass Double Door %ith Revisen 2020 rAmKo Building Products LLC Kenn Ed. Robert Net.— Jot, I W. Kir-4or, PE IM412020 DW9/20M io!12nox 17msr.1020 AW—d Riat— 2020 L V. Thonso". Inc, do. Thompson Aamestwaf Tory Christman Zachain, R P-v Steven M UriO. PE 09M 7r2O2O 091160020 09=020 12)15M20 Approutind P.Vskcr, 2020 Florida Metal products Inc Clark Jones James I Sucker P E.Q St— M thile, PE D5�27M20 09,25rA2C 104412020 12rIW2020 App—d 3&tl Sidelites �Inswng(Outswhgl. O)QtO Catergictry; Roofing (417) 624-68A4 PE-5VISO 254� 772-6224 Molest Comporry (TAMCO, (913) 24Z�3416 PE-74021 171 T) 31 T-II454 Category: Rocting i9ta� 783-8400 CaUCK Pg"--g (717) 317-8454 rifig.ratis,n) StatiCatial Underloymanle kenti-Whartatramit. own Category: Robling 11.1hiCall.9stry; Rohng A,, ... . ... that ant so d.k@fl--m PG�31242 29 c. Th.—T,. F,lb-Classa, and Sm-th-Star Nominal U#39;0 iliquotNon-Imipacitliquot Glazed 1 ?J3112022 No Yes No WA Cornpleance Illikhod, Evekiation Report from a ago Subcal rr. R .11h il Accessories that we on Integral Pan ofthe Roolling"em Composite Edge F iberg law Single Dow wit h W39 0 Florida Registered Ain-tain cars beenstiol Floncia integral Pan ofthe Rooting System Compliathoellfirl Ealuw,m Repetfwn a Sclelite(s) On.,ungtOutswril XO. OX or OXC PrOlessional Engineer Compliance 11114KID1 EVeklOwn Ration li— Florda Rai;,stereclArchnectm a cansed Florida 30 zd Therme-Tful'iber-Classi, and Smooth -Star =,r,lI P 0&qLotNor-Imipw;L&quot Glazed 1213112022 No yes. No NIA Pwkla RgastearadAnstritastor. Licarnsahl Pord. Pnotweallon., r.gj,— Composite Felge Fiberglass Double Door wth Flut,12329-0 Products Prre-onal Engine., FUR215311-112 Products 39#39;0 Sidelftes (I nityArigiOutwenrig, OXXO Quiral A-- A—cifor this Accaroculd licar Usts Wroset peollical FL#1691 "3 products config.rim-) s so a PrOducl Model. likohlaw Or- Name P,,dt Dar—kAwt Contract Expiration Dal, I, HVHZ 00" 11 Rashtant pirriesum Quality Assistance Approved for Use A-Wroved for Use 10i 2M22 31 ze, Thakmai Filber-Classic and Smooth -Star Normireii 7=9,0 &quo�Ncm-1 mlpact&quo� Sha ker 12131/2022 No y No NIA Quality Assurance Aparovild I, Use Approved Ior use IWATa Dolan aw Product Model. Nuelavor W= Product owitcriolostri Contract Elacirsaucart Dots h,HVHZ Dullelft HVAZ RaPiwasit Ra'sums SaresCompoete EdgeClazed FiberglaosSrale I TAMKO Rod Urdlena�lrrwts (HVHZ) R.O.nd.A.),rhant, for.ae in FBC HVHZ 050f2023 Y" NO NA WA lN1111 Product M.". Iturnow, cr No— Proustaxit D ... ichart Contract Eoiration 090 1, KVHZ Outside HVHZ Frinak— 3 3 - FLAMCO &qwr:RV 10 RiVeVwrr&quot: Aluminum Ridge Verks for pitchad rwft fabricated 12131(2024 NO Yes No N/A Door with or 41hout 18#30,2 Sclolille(s) jurisolictir. I TAMCO Fix Top Off-Rdge, Vent wish Isafla for Tit 26 its. static roarytinglator Mth baffle 09V0912026 Yes Yet MIA NA from 0 02FAW—rin (InermirgfOutenering X, OX, XO or OXO �figursrbohs) 2 TAIAKO ROO Unclara�mentstNON-HidHZi, Ro011.nd.y.-Is I. tia, in P RC non _HVIO 0"/2023 No Yet N/A WA 2 TAMCO Goorten.ckVinit, 26 Pa. 0910312025 No Yet MIA -01-52.5 junsdchors, 3 TAMCO Off -Ridge RodVart wltlh Balk 16 ge- stage rool'Yonfilator afflh integrated bruffIe 0$0912026 Yes Yet WA N/A 4 TAMCO Round Too 011-Ricige Vent Vth Itaffle for 71ta, 26 Pit- static roof—Whal basic O"V26 Yet Yet MIA N/A Florida Departmi of Business Profassonal Regulation P.g. I of I Florida Department of Business & Professional Regulation page I r 3 Florida Department of Business & Professional Regulation P,g. I of I Florida Department of Business and Professional Regulation Building Codes and Standards 117=21 Building Codes and Standards I Building Codes arid Standards IV2023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail truna" COot IXa Variation Markiflacturicar Knew Contact Enolincer & License Viddritil 2" Ewe Validated sudki Dole Pandina FOC A,, —,I 21111! A—,d at&- 994111. V—Jor Xkn,(,t,,.r shot, Contact Engineer 9 Lowho. Validated sit all 299 Validated StAbstili Data People, FSIC iticonited 2119 A .. ted 21111a code h9a V",Pn Manufacturer Kni or coltag Faidow & UsAinse Validated by R!" 2111! Cauts Pend Dil"At Validated fillimilt9d F&C Aporroyall Apollo Saw.1 FLN259-R31 R—t. 20120 Loman. Kahn- W-y J— L P st.,en N Unch. PE 1112312020 11/23U2020 11�2902020 ding FBC App, R-skin 2020 awa? R.ofing -Ow— Robw 1APPAO Unit— Elwkrrhon GvyW Walter I 1,03M20 Iii)2=20 11MU2020 Ablon"d R.,Aa- 25320 Geload Protect. Products, LLC. Tit, Robinson MWA TIlkJr PE John W Kn eas—h, PE 09AD8M20 DWSIX120 1Ml/2020 12/15M20 ADDre-c! code Entay. o 2M PAR 29a 2M Status cadgwy: Flooling (501)"3-6163 PE-31242 (717) 317-8454 Callegi-y! cooling (801)W-6091 Semcaus LLC (205) 854 -0160 Category: shutters 954, 689-7545 PF-44167 (BSA) 772-M4 ly K Version Manufacturer Contact EnglulrA Validated y lialiclated Submitted Pending, _ARi2rQved Approved SubCalogary! Rooling Accessories that we an lrtSgaWP.tsrTthaR.Ph9Syw1m klaleyClornal com soccalt.g.r. R-ing Tiles Robjrukiid�okwnebwal.,co in subcast.0.1y: awm pan,as tm,olcn.-0_gppwrd.. ReviFion 2020 POLYGLASS USA Maur)�Alpert License John W 1 012l 10122/2020 FBC 12115/2020 C�liw�PAothad:EvWugt=Repod�a Product E,alustlon Entity Compliance Method: EAlWatican Rater, Irom a Forks RegislarodArchlect Licensed Forko, In Category: Roofing S9542331330S�lpert@pc,lyglass.com Robert Nistrimmen Knhez�'ch, PE ARRMYAI Fl�MReg(WeredAichdmtvaLken�dFl�ida w. Professional Engineer Subcategory: PE-59168 (954) 7�2-13224 11101f2020 Rofiattswill Engineer FLAT11,19411,12 Proclucts Underlaynnentis FU17202,1011 Products C"IWAsuranor Approval for use Approved for Use Illrow Dealer) FL011150764til Proucluetar Compliance Method: Quaft Asmanic, ApPro"d for Use Aporowd for Use Impact Draw It" 16 Ift Number or Nam we . state. Courby S1 sOHI ad English Product Deserfirathar, Crdr3�EwWrthwiQW, Flat Procle - Can— CO 1 W20 In lil Outside No HVMZ yes Realwast MIA Pressure MIA QualtsAwsuran, Appiniziradficaut, Arriont for Ure Impact 0,,W- Evaluation Report from 9291 falm I Prigglutot Decianction Corturard F—ation, Dal, n HWZ 211awl Rosistaint Press— Thatch Swap aintiact §921 Product Modal. Number a Marine Produest Descretion Contal Retention od. it, HVHZ Queld, HVKZ Resistant P,,,— a Florida Registered 1 Deck -Air' DA-4 or Ticli Dwr,-Ar DA-4 I.— Prold. P.Wropylim. Plastic Roof Vent 12/lU2025 No Yet No -9751-97.5 IT Stoory 600 - sithe Shal Slump: Sold snake Flat Profile - Slockt.. CA 12/311202D NO Yet MIA MIA 1 20 Gas. Gail—icurd Sted Storm Pwe,,HVHZ Corrugated Gal,ninusid Steal Storm Par*$ retained 1213112M Yet Yet Yet WA Architect or a Licensed Meotharricallydoolned to Plywood Deck iB S.-y 600- state, Shalas Swamp; Split Sh.k. Flat Prerfil. - Fiat. CA 12MV202D No Yet MIA MIA or not by1mcks to provice humcone protect- Florida Professional 5 20 Saxony 700 - Sh.k., $4.t. awshp: split Snake SaroryTOG- Shake, state,ump, sold Snake Plat Rofil. - Stockton CA 1213V2020 Flat Profle - Rialto CA 12(311202D No No Yes Yet N/A N[A MIA MIA 2 24 Gage GaNarized steel Storm ftndBINHVHZ Corrugated Gillnanized St"I Stwm Panels retained 1 MIM23 or not by ?nick$ to prmsde humcwhe protection, W Yet Yes, WA Engineer 27 Tafts Ewan. f sanctions Rgh Rolle - K21y. Tis 12f3ir.?020 NO Yet WA MIA FL#5259-R31 Products 28 Vills _OiPrOMa �ty TX 1W31=20 IAO yes N/A NJA Qually, Assigning Appro for Use AAp_r9ykdj2Ly" Imp= 0091 iNAN Product Model. Number or Name Product Description contract Eggrallon In HVHZ Data outside H Resistant Pressure 1 Polyglass Roof Undedaystient, Roaring undehayments I D121121022 No Yes WA *NiAl-M.5 i Po�ygl:ss Roof Underlayments (HVHZ) looli roof underlayments for use in FsC12/23r2023 Yes No NIA NIA Hli jurisdictions 2 Po ygi ss Roof Underlayments (non-HVHZ) Follyglass, roof undeflayments, for use In 12IM023 No Yes NIA -NW-622.6 F8C, norHVHZ �urisdictlms. Florida Department of Business& Professional Regulation page I Of I Florida Department of Business & Professional Regulation Past 1 11 Florida Department of Business Professional Regulation Pagel 91 I locilyglass. Roof Underlayments MHZ) Polyglass roof underlayments for use In FBC 112J2312C23 Yes No NIA WA Building Codes and Standards Irl5i2022 Building Codes and Standards if?12021 Building Codes Standards 1141,01117jurisadlefirams arid IF12021 2 FolyVass Roof Underlayments �norr-HVI­P looli roof underlayments, for use in 112f23r2023 No FBO nn-HVHZ jurlsdictiors. Yes NIA -NW-622.15 Product Approval Application Detail Product Approval Application Detail Pfodud Approval Application Detail 1 Polliglass Roof Underlayments (HVHZ) Polyglass roof underlayments for use In F501212=3 Yes No NIA N/A HVIHZ johnedid,ons. FIKI04t? 2 Polyglass Roof Undedayments (non -Hi Polyglass roof underlayments, for use in 1212312023 No Yes NIA -Ni Code Entity Q 2a 2§11e Date Pandinka 2M �Asgllk Entily Or 231itt ode Dateftndrai 211 Cod. bwty o DNS Does Nadine FBC na,HVRZ ji.insidwobions T— Version Manufactumair Contact Engineer & License Validated Validated submitted F13CAPP-1 Approved status Version M—fd,- Contact Validated EW Validated submittrad FBC A —,,A A—,d §112111111111. Version 10, nurfectunar Conrad! Eakainater & License volumed By DNA! go VA111strid submitted F5C Ancroval A —ink! Stan- 1 Polyglass Roof Underlayments (HVHZ) Polygass roof underlayments for use In FBC12123=3 Yes No NIA NIA R-is— 2020 All Amen,can shutters rid Glatst, Mike Barbieri Frank L, S-_ hardo� P E Troy 8,hop, P E 1012W2020 1 Oil SM20 ll/M2020 12`1512-020 Apptwed Ril,,shon 2020 Alto- Stuart L—t CC E,.hiat- Se-icce, ILLC Willi—M R.fwi.PE 10(3112020 1 M212020 1 V051202r, ilffl5M20 Approued Reuslon, 2020 Commierc4al Cori Ricaucts.hric. not. Gili, Sarri.el A. Greenberg John Hoy 1 WW20K 1 Z1(V2PK 12r2WO20 ding FBC Apw, HVHZ jurisdictions Caltsifory, Shutows (561) 712-9852 PE-0046-549 (954) 947-080 calsourry: structural Cwnpone's (3211710-3377 (407) 01 -1917 catigoary: Struchural cornpornints t41 5) 650,3707 P5-34245 c352)188.5311 2 Polyglass Roof Uncleftyments (non-HVHZ) Polyglass roof undedayments, for use in 112`2312023 No yes NIA -NJAI-622,5 Subcategory: Storm Fanelli miketiCallaunnericanstrutte T­ Met. al—alIlIalps—ft—ohn subcategory: Products lintroda"d as a Result of precastgatoonhalk- cwn FBC mm­HVHZ jaidradictons Cc mpliance Method: Eva] ukatim Report irom a to Oom Cosencilare. file1hst: E-usamn Report it— . N—Tiachndogy Florida Reg istered Architect or a Licensed Flor ida Product E,ealuation Entity Compliance litelti E1.1-tion Report it— is Professional Engineer FlWda R.9i,timedAchiled we Licensed Nino. F1.9198"I Products P,.f-,—.1 E.g.— FtV 780f," Products Quails, Avitarwee Aptirsi,ked for Us, AW-,dfLJ- ImPead Dwidgir Qual y Assurance ractiongneacifoirthse ApprovedficrUse I mactairl Design a"# Product Mode, Numpe r or Nam Product Description CororW Eviniflon Date In HWZ outside HVHZ Rvestam Pressure FUM77446 Product I go Pricclu.thl.d.I.N.nitheircelliturt. Flinocruct Description Contract Expirratiort Door in HVW Outshole HVHZ Resistant Pressure I ITW BCG/AAAhe Higaw Strangth -H Ump, S) MetW C—ekto, Plot. I ?J31t2024 Yet yes NIA WA 0-411h, As-- accanctinhill for 0, Achroysid 1w Usit Impact posion 1 24go Garvanized Steel Storm Panels 249. G.1-moel Steel Sto,m Panels 12J3112022 Yes Yes Yes NIA I BCOIA01. Hinge Plate Metal Cornettor Plate 12111r2024 Y. yts; MIA MIA 1W Pro" Model. Nurnbse at Nam Predict lustairlptican In HVHZ olxslclt HVHZ Resultant Pronaftne I �TW TW 13CO/Alibine, Thuh. Metal Connector Plate 1213112D24, Yes Yes MIA MIA I Ouafty Process w Commercial Coah,rele Products Pre —I ond Prestressed Concrete Lintols 05/25,2024 No Yt, MIA NIA 4 ITW BCG/AOim Vit— Mail C—to, Plot. QJ31/2024 Yes Y. NZA MIA Florida Departmerit of Business & Professional Regulation Page 2 of 2 Florida Department of Business & Professional Regulation page I at I Florida Department of Business & Professional Regulation Page I e2 Building Codes and Standards 3101 Building Codes and Standards Building Codes arid Sta hills rds Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Cod. Eraw oir 211 case larmlino Delt- sanity or Dare Date Ponchric Erew 291 2M Daft poriclind 2lu Wrist Varskar 11111himarfacturrar correct Eughnster & U—. Valficiallad By Wldstsad 811tarnittak! FICAW Apwo-d at." Last Veril Manufacturer Validated ft Validated fkatinittind Frio A—uhrel spent at" Vitale Manufacturer Carded &I*— & Ue—, Validated By Validated Satibehifted FQC Aptijonal Agonsciied RemW, 2020 Minas Inc Edith Wadien ICC rv.l.aboh S-4ce. L LC CC E,aulual-, G.— 01,03r-1023 12f20�22 alm�n Approutid R."Won 2020 Wirywh.wiser R. Sold— ICC Ealkshort 8— LLC 1. Liarrear P E 02/0212D21 101131202C 02)0312021 Appro,ed Affirrhation 2020 Nphat Aurninum, Inc. jow SPva Wits R� Lorna, Stevan M. Vrih. PE 111IW2020 11/1612020 1112012020 Appronad caltituary! ah,ict.al Components (952)898-8635 LLC Callosirsy: Sinict—I Cohnicontsm, f253) 924-3476 (608) 839-3288 Culaticiry: Pend Wait, 1407 509-2008 PE-62514 1717�317-8454 SubCal.g.mr; Ir— Plot. a..dwi@msi c.. (205) 599-9800 subcategory: Enian wed Lumber sub(cakagwry: sailitt lkm,Wsmh—ancGy.h. Cohniallaract, Method: Evaltualort Report from a Compliance 11.11hodi Ealub. Repon ftm is ­1 com Coffollarl Method; EVolurabon Report tom a com Product Evaluation Entity Product Ealuotior, Entity FlOnda Rgislereci Arch"w,t or a L—swi Floncla PL*2197-RiO Products FL#5527-R" Products Rctessional Engineer Quality A,—,, A--,d for U, A,,,,d for U, know 0— Qualititiassawaskso Apprineid for Use Approyed for Use Impact D"kin FL#1 654445 Products aw"Ar Rodust MWA Hurriber or thughts ftdAck D—notion contract Eazirall—Dest, in 14VHZ 0,44cle HVHZ R,.W,,,( pres— $..A! Fardjoi Medal. Number- N— Prd-t Deaw1wicin C in HVHZ Out" HVHZ Requall Prawapun, Quality Astutely I ituporoiiad! for Use Ap.moad for Use hall gasket 1 M18AHS 18 go high strestragh truse sorni Plate 1213112024 yes Yes M 1A N/A 1 lificole, LVL L—wed Vwewr L.mbe, 9313112C23 No Yet NIA N/A 1111111.9 Mu"i ' "I'M - - Phoduccl, Description oau, in HVHZ Oullsido HVHZ Ronalsirmi P—,,, 2 WOSHS I$ go par high strength 11... lonnector pill. 12r3l(2024 Yes Yes MIA MIA I P..%m PSL TantAkStrand LSI Parallel strand Lumber 03131)2023 Lamnated shard Lumber 0343112023 No No Yet Y. NIA MIA MIA MIA 1 1. 1—ntm Sold Somp:Vented Akiminumi3offit/ Alpha Aurrinum8dic! &aFnp;Vented Aurninum 07iMA2023 No yes No N/A 3 "1 is 15 a. t—orroccor plate 171131 J2024 Yes Yes M 1A MIA 4 7.1 Ran Board Stuctunil Composite Lumber or Oriented stand 03/31nQ23 No Yes MIA MIA CMU Larrap; Wood sn"hy Cmu &amp Wood! 4 MT18KS IS go high striargth trussicannaccor plate 12131OU4 Y. Yas MIA N/A board Ran Board 5 UrT204s 20 9, high strength truss owithacla plate 12/31,2024 Yera Y" M 1A MA 5 Weywh, ausar R,. Scand Onertled Strand! Rowd Rhn Board 03131f2023 No yes NIA MIA 6 TLis Witt i8q. trustocannactorprit.. 121310024 Yen, yes A /A WA 7 TL20 MT20 20 gra truss cornector plates 12131*024 Yet Yet MIA MIA March 6, 2023 C_ -0 CU > 2 0_ CD_ = 0 0 CU -0 0 0-0-0 0 0 EL C13 0 0 ir-; M U_ ,_ CU Ln Cn -0 (D ccnu E L_ cD ., 2 0_ !E Cn a- Z Z W mi �21 __J� all ie ce) U_ 0- un, u1i C= C0 c-j 1 : r7. -�5 `r .a- W " A, Wo C3.- Cc =1 tallia-aall a) CD C_ W M > 0 > L_ CL 0 CL < 0 U) =:3 < -0 0 W _j SHEET NO. PA 1.1 a--t Florida Delpartrnant of Business & Professional Pagldation Pura+ a/ 2 Rodda DepartinmR of Business & Professional Regulation %p i a l Ronda Departinent of Business & Professional Regulation Page 1 et Flodda Dapartrneflt of Business & Prohli clonal Pagination Pass i e l Budding Codes and Standards 41 Budding Codes and Stsr4wds anW1022 Budding Codes and S*xWrds enarmxz Budding Codes and Standards aria 2Gn U) M W .6. > U -aO� Product Approval Appiigaert DOW Product ApprDW I AppliDatedduct ation Da ProAppMgl Application DOW Pro" Approval Applkalton Detail -. R1,eSYa.a1t ' -: - - Families": - - - . - - : - .. Amtsi 4tA - -:. _ . _. ♦! Q rd& 2" � 2m � eaft a& Rok pd. 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Nis .2M.� N W 95 tot) L p 2 Sanw lay r E.anps orAwnd&kig blew Door VWA 84Vk Penh Flmd cr Ow lalalas. 35-iR-x 02MV2M2 NO vp No 44W40 [� 81-1r17 C..D N a 66106100 r Enornpsp OF Mend Sihft GUM Door Wy12FaM1'Or Sears Galan Door V7. ar) Oar14=2 NO yes No 'Wi,.W = m y[ 4 S.Ir IM r E.srrpas orAvm6SiOM Olae Door Wyi AkVN Pawl FAas'O'Deor(aswle, 47-irt'x M150032 No yes NO .261.25O.- 96.112') CQ a� c E c C2 u W d u c E Go 0 � J O Cn E > CU O 0L CL � U r1 � O L (Q m U O L W� Q ZJ Z Q J SHEET NO. March 6, 2023 PA 1 ■ , �I _ _ L I -- -i - u - - I 1 "_1 1 N CU U 0 3 Simpson Strong -Tie M20 FBC Approved Products For direct Inks to SST listed CLICK HERE. Updated 12r302020 E= Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all 8ST approvals listed below: CLICK HERE. Updated 1Zr30,r2020 Simpson Strong -Tie M20 FBC Approved Products For to Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12302020U Q 0 O t✓ all approvals beldw, � direct Inks all SST approvals listed below; CLICK HERE. ® For direct Inks to all SST approvals listed belay, CLICK HERE. f'1 V LL. s For additional information regarding Florida's Statewide Product Approval System and Mom -Dade County Notice of Acceptance (NOA). CLICK MERE . For additional information regarding Florida's Statewide Product Approval System and Marcel -Dade Canty Notice of Acceptance (NOA), CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CLICK HER For additional Information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK HER .0) U U FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1 518" to 3- � =3 U 9116" and heights ranging from 4.5116" to 11" Concealed flange 4.eo # Product Model. Number or Name Product Description JW Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for mod" having width equal to or _- 0 0 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry screw 1 A21, A23, A33. A34. A35, A44 Angles 1 ET, BTB. BTH Brick Ties greater than 3-9/16" 2 APA21; APA4, APAB, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in vwdths ranging from 1.718" to 3 0 Q 0 3 APS44, APB44R, APVB66, AP066R. APB88. APB88R, APB1010. APE3101OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9-1/4" to 16" � 0 FL#9589-R6 APV844R,APVB66,APV886R,APV888,APV688R,APV61010,APV6101DR 4 CSHP18, CSHP20 Coied Stra 13 LGU3.25SDS, LGU3.83SDS, LGUS 25-SDS Face -mount hangers g C) i� 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionfTension Strap 14 LU24, LU25, LU28, LU210 Face -mount hangers Co 0 Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 MP, SSP, TSP Stud to Plate be 15 LUC26Z, LUC21 OZ Face -mount hangers � -0 E Q 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R. APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H16S, H1 &2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- Q) L 0 2 SD9112, SD9212, SDI 0112, SDI 0212 Strang -Drive SD Connector Screw 6 APL4, APL6, AP74, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5!8" and heights ranging from 3" to 10-15116' (n 0 Q 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MG U5.50-SDS. MGU6.62-SDS, MGU7.00-SDS Face -mount hangers (6 16�- 4 SDCF22434, SDCF22512- SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong•Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 1D HSS2-SDSI 5, HSS2-2-SDS3, HSS2-3-SDS3 HSS4DS3 S Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9/16" to 5- ��-/-/fir . Q -Z v Q SDCF221134, SOCF221334, SDCF271958; SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2 HST3; HST5, HST6 Straight Straps 118" and heights ranging from 6-15116" m 19-112". 5 SDCP22434, SDCP22512. SDCP22614, SDCP22700. SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Jost Tie 13 HTSQI 6KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400 SDHP27614.. SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9118" and heights ranging from 3-111 B" to 13-34'. 7 SDS25112, SOS25134, SOS25200, SDS25212, SDS25300, SDS25312, SDS25412 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4; FC6 Framing Clips 15 LSTA9, LSTA12 LSTA15, LSTA18, LSTA21; LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500. SDS2580D, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS252OOSS, SDS25212SS, SDS2530OSS_ SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 LT820, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9115'to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A•2, H10S, H14. HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light TwnstStrap 6" and heights ranging from 2-5/8" to 11-1/4" 17 HCJTZ Heavy Concealed Jost Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15 MSTA18, MSTA21, MSTA24, MSTA30, MSTA36.. MSTA49 Straight Straps FL#10667-R6 20 1_30, L50, L70 1_90 Angles 22 MSTC28, MSTC40, MSTC52.. MSTC66, MSTC78 Straight Slaps Sect # Produot Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC66133 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR318, ATRIirZ ATR5/8. ATR314 Threaded Rods 22 LSW. L550, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, A7UD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-1/8" to 30'. 3 BP3/8-2, BP1/2, BP112-3, BP5/8-2, BP5/8-3, BP3f4, BM/4-3, BPRTU03-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSW21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA202-12, NCA2x8-16, NCA2x1O-16, NCA2x12-I6 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/6" to 7- 4 CNW318 CNIW1/2, CNW5/8, CNW3l4, CNW5f8-112, CNW3/4-5/8 Coupler Nuts 25 LSSRI 81, LSSR21, LSSR2.37, LSSR2.56 LSSR210-2, LSSR410 Field Adjustable Slopeable/Skevvable Hanger 27 RCW812, RCWB14 Wall Bracing 118" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75. CTUD76, CTUD77, CTUD67.. CTUI088; CTUD97. Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22. RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in wdths ranging from 1-112'to 3- CTUD98, CTUD99 27 M123Z, ML242, ML21 ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof -Tie -Down 30 SP1. SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTU03B, RTU04, RTUD4B, RTUD5; RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-114" to 24" 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28; MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, S82.5; SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RSC; RBCP Roof Boundary Gips 33 ST9, ST12, ST18. ST22, ST292, ST2122 ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7f8" and heights ranging from 11" to 32-1l2". 10 URS3 3M" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T620, T827, TB30; TB36, TB42, T848, T1154, TB56; TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 1f2" Uplift Rod Run T edown System 33 RTC22Z, RTC42, RTC2Z; RT044 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-1W to 32" 12 URS5 518" Uplift Rod Run Tiedown System 34 STC. STCT, DTC; HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URS6 3/4" Uplift Red Run T'iedovm System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, W8106C, WB126, WI26C; WS143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from I I" to 32' FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" c, 7- FL#10447-R5 1/2" and heights ranging from 8" to 30' §W Product Model. Number or Name Product Description Aga•; Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-715" 1 DTT2 Hold-down Sort * Product Model. Number or Name Product Description 1 C21­12 37x5 5, CBH2 37x7 63, CSH2-37x9.75 Concealed hangers and heghts ranging from 10-1 /2" to 28". 2 HDC1014, HDC1O 22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQ11, HHOO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3; DSCSRSDS3, DSC5L-SDS'3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9/16" and heights 7/8" and heights ranging from 7-1 rZ'to 32' 4 HDU2, HOU4, HDU5. HDU8, HDU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23.15116". 12 HGLTV series hangers Top Flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33" 6 LSTH08, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2; HHRC4/1 81, HHRC44, HHRC5. 2513.25. HHRC5.37/3 12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Tap flange hangers available in widths ranging from 2-5118" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9118" and heights ranging from 18" to 26' 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1,81, HRC22 Hip Ridge Connector 3f8" and heights ranging from 5-5/15'to 12-7/8", 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-1/8-to 9 PA18, PA23, PA28, PA35 PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5 62SDS, HHGU7 00•SDS, HHGU725-SDS, Fare -mount hangers 3-9116" and heights ranging from5-3f8" to 13-1/8" 10 PAI18, PAI23; PAI28. PAI35 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in wwdths ranging from 1-9116" to 5- 11 STHD10 STHDIORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 112" and heights ranging from 3-7116" to 15" Concealed flange 12 STHD14, STHD14RJ Strap -style hold-down 1 D TC24, T026, TC28 Truss Clip HHUS7.25110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2; THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". e THAC422 THA426, THA422-2, THA426-2 1f8" to 5-1/8" and heights ranging from 4-314" to 15-3f4". 16 HWP series hangers Top flange hangers available in vwdths ranging from 1-9116" to 7- 12 THAI1.81/22, THAl2 06f22, THAI2.1/22, THA1222, THA1322, THN3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1f8" and heights ranging from 5-3/8" to 28" a ' 13 THAL422, THAR422 Skewed Truss Han er 9 double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- LAI 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5-3/6" to 32" � - 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9118" to 3- v Q" 16 TSBR2-24 Truss Spacer -Restraint P 1/2" and heights ranging from 2-7/8" to 19-114". Concealed flangecc 9 g 9 g 5/8" and heights ranging from 9-1/8" to 16' N 17 VPA2, VPA25. VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or than2-9116" 19 JB series hangers Top flange hangers available in width of 1-9/1&' and heights Z .% 6 18 VTCR Valley Truss Clip greater ranging from5-3/6"to7.1/4" N N 10 HUGQL81f9-SDS, HUCQ7-81l11SDS, HUCQ210-2SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights .�.� a �; C,4 JK SDS, HUC0410-SDS, HUC0412-SM, HUCQ5 2519-SDS, HUCQ5.25/11 SDS, HUCQ610- ranging from 9-3116' 1013-118" d rlo SDS, HUCQ612-SDS y J1 7 co �, N 1� t4 C � U Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 Simpson Strong -Tie Tie 2020 FBC Approved Products p g- pp Updated 12/30/2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12l30J2020 For direct Inks to ell SST approvals Isted below, CLICK HERE. C= For direct Inks to all SST approvals listed below, CLICK HERE. -.p ,®, .. For direct Inks tool[ SST approvals I9ed below; CLICK HERE. ® For drect Inks to all SST approvals Wed below. CLICK HERE . For additional information regarding Florida's Statewide Product Approval System and Mato -Dade County Notice of Acceptance (NOA), CLICK HERE . Fa additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CLICK HER E. For additional information regarding Florida's Statewide Product Approval System and Mann -Dade County Notice of Acceptance (NOA), CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mang -Dade County Notice of Acceptance (NOA), CLICK HERE. 21 LB series hangers Top flange hangers available in with of 1.9/16" and heights FL#11468-R5 18 SILBV1.58, StLBV1,81. VLBV2.06, S1LBV2.37, SILBV2.56, S1LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/8" S/LBV3.56, SILBV3.62, SILBV4.06. SILBV412, SfLBV4.28, SILBV4.75 SILBV560 6 Strong -Bolt 2 (ST132, STB2-4SS, STB2-6SS) Strong-Boh 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea # Product Model. Number or Name Product Description 19 SILTT20, S/DTT2Z; SIHTTI4, HTT4; HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" ib 13-1/8" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S4MST60, SAIST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSBSS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3; LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 7M" and heights ranging from 9" to 331/2' 3 HUCO210-2-SDS, HUCO210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2" 5 THGQ2-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634RC, THD509'i4RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9l16" to 5- 6 THGW33, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THDB25158RH, THDB37158RH. TH037212RH, Titer HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFOSS series hangers Top flange hangers available in width of 1 9116" and heights 10 Wedge -All g (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1;8" FL#11473.R5 13904-RS 27 RR Ridge rafter connector 26 WP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- Sea M Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-118 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.52-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 82SDSG CCTQM5.50-SDSG, CCCOM362-SDSG, CCCQM4.62-SDSG. kW Product Model. Number or Name Product Description 3 H16, H18S, H16-2. H16-2S Hurricane Tie CCCQW.50-S0SG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLOM3.62G4Cf, ECCLQM4.62G-KT, ECCLQM5.50G•KT, ECCLLQMD3 62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI5, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT. ECCLLQMD5.5OG-KT. ECCLRQMD3.62G-KT, ECCLRQMD4,62G- 3 SET-XP SET-XP Hgh-Strength Epoxy Adhesive for masonry Sea If Product Model. Number or Name P! Product Description 6 HGAMID, HM9 Masonry retrofit connectors Y KT, ECCLRQMD5 50G-KT 4 Strong -Bolt 2 (STB2) Strong-Boh 2 Wedge Anchor for masonry �0 ^ ` 1 ABA44. ABA44R, ABA46, ABA46R. ABA66, ABA66R Adjustable Post Base 7 HHETAI6; HHETA20; HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25. HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (fTN2) Titen 2 Screw Anchor for Concrete W 2 ABU44, ABU44R, ABU46 ABU46R, ABU5.5, ABU5-6 ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2 5, LGT4-SDS3 Girder Tiedown 4 LGUM26.2, LGUM26.3, LGUM2&A, LGUM28.2, LGUM28-3, LGUM28-4, LGUM210-2. Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6SS, THD-CS68S) Titer HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010 ABUt010R; ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46. LGUM48. LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24. META40 Embedded Truss Anchor 5 MBHA3.1219.25, MBHA3.12fl1.25, MBHA3.56f7 25, MBHA3.56/9.25, MBHA3 56/11.25, Masonry Top Flange Beam Hangers countersunk head 4 A04, AC4R, ACE4, ACS, ACBR, ACE6 Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56/11.88, MBHA3 5&14, MBHA3 51 MBHA3.56118, MBHA5.5Of725, 7 Titan Turbo (TNT) Tien Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC& BCS2-2/4.. BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16. HTSM20 Twist Strap for Masonry M13HA5.5019.25, MBHA5 50fl1 25, MBHA5.50i11 88, MBHA5 50Pi 4, MBHA5 50/18, 6 C644, C646, C848, CB66, C1388 Embedded Column Base MBHA5.50/18 7 CB5Q44-SDS2, CBSQ46-SDS2, CBSQ60-SDS2, CBSQ86-SDS2 CBS088-5052 Embedded Column Base 6 MBHU3.5619.25, MBHU3.56111,25, MBHU3.5i 1 .88, MBHU3.5&14. MSHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3.14'to 9-V2" and FL#11496-R5 MBHU3.56118, MBHU55019.25, MBHU5 50111.25, MBHU5.50/11.88, MBHU5.60/14, > W2 ranging from 3.518" to 7-1f2" M8HU5 50/16, MSHU5 50118 Aga;l;: Product Model. Number or Name Product D rserotion O 9 CCQSDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3.1 /4" to 9.1/2' and yegg, jj Product Model. Number or Name Product Description 1 X34131016.5K XiS1016, X181016-4K, XQ1S1016, XQ16101&4K #1018 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L W2 ranging from 3-5/8" to 7-1/2" 1 DTT1Z Deck Tension Tie Drill Point 10 11 CPT44Z, CPT66Z, CPT88Z EPI344A, EPB44, EP846, EPW6 Concealed Post Tie Base Embedded Post Base 2 3 HD12; H019 HD3B. HD56 HD7B; HD9B Bolted Holdowns Bolted Holdowns FL#13975-RO 2 XL0114T1224, XL0114B1224.2K 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-3/4 Tension Ties Sea # Product Model. Number or Name Product Description 3 XMQ114S1224, XMQ114B1224-2K #12-24 Strong -Drive XM Medium -Head Metal Seff-Drilling, O 13 LCB44, LCW6 Embedded Column Base 5 LTT19, LTT208, LTTI31 Light Tension Ties 1 SDW223M SDW22338, SDW22438, SDW22458, SDW22500. SDW22600, SDW226W. Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW226U 4 XQ1I4S1224, XQ11461224-2.51K X114S1224, XQ1I2S1224, XQ11261224-2K #12-24 Strong-Onve X Metal Setf-Drilling, Tapping Screws with #5 L 15 MPB44Z, MPSWZ, MPB88Z Moment Post Base 2 SOWC15450; SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point U 16 PB44, P644R, PB46, PB66, P806R Embedded Post Base FL111352&R5 3 SDWH19300DB, SDWH194OODB, SDWH196rX)DB, SDWH19800D8, SDWH191000DB Strong -Drove SDWH TIMBER-HEXScrewr 5 XU34S1016; XU34131016-51K #10-16 Strong -Drive XU Metal Self -Drilling. Tapping Screws with 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH274000. SDWH278DOG. SDWH278DOG, SDWH271ODOG, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SOWS16300, SDWS16312, SDWS16400 Strong -Drive SDWS FRAMING Screw 19 PC44-16, PC46-16, PC481E PC64-16, PC66-16, EPC44-16. EPC46-18, EPC48-16, Post Cap 1 SB518x24, SB7/8x24, SB1x3C SB Anchor Bolts 6 SDWS19600, SDWS19712 SDWS224DO,SDWS22500,SDWS22512, SDWS226DO Strong-Drve SDWS TIMBER Screw (Interior Grade) O EPC84 16; EPC88-16 2 SSTB16, SSTB20, SSTB24. SSTB28, SSTB34, SSTS36. SST616L, SSTB2OL, SSTB24L. SSTB Anchor Bolts SDWS2280D, SDW5229D0, SDUVS221000, SDWS2211Q0, SDWS221200, SDWS221500 FL#35320-RO L� 20 PC4Z, PC4RZ, PC6Z, PC6RZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPC6Z, EPC6RZ. EP08Z, Post Cap SSTB28L 7 SDWM30ODB. SDWS2240CD6, SOWS225000BL SDWS228000B, SOWS22800DB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) FPC8RZ SDWS221000013 seu # Product Model. Number or Name Product Description 21 PPB44-4Z. PPB44-6Z Post Base 8 SDWS223120BB, SDWS22512OBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5 DSSC046, DSSCS48, DSHS Bypass Framing Drift Strut Connector A 1 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS27500SS, SDWS2760OSS.. SDWS278OOSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47 5, FCB49 5, FCB411,5 Bypass Framing Fixed -Clip Connector SDW5271000SS, SOWS27120OSS 3 FPHSD34S1C16, FPHS034B1016, FPHSD3481018-5K. FPHSD34S1214, 410-18 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self- Sea # Product Model. Number or Name Product Description 10 SDWV13400 Strong-Drr eSDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B12145K Drilling, Tapping Screws CO FL#10866-R5 1 CMST12, CMST14, CMSTCI6. CS14; CS16, C816, C820, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 1 LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector M 2 HRS6. HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24. FHA30, MSTI26, MST136, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25. SSC4.25. SSC6.25 MSSC2.25, MSSC4.25. MSSC6.25, Steel Stud Connectors ■ ■ ■ 1 Product Model. Number or Name FJA, FSA Product Description Foundation Anchor 3 MSTI48; MSTI60, MSTI72, SIMST27, S1MST37. SIMST48 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 MSSC4.25KW, MSSC6.25KW RCKW3, RCKW5.5, RCKW7.5, RCKW3S. RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LST149, LSTI73, MSTA9, MS7Al2, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SOB43.5, SCB45.5, SCS47 5, SCB49.5, SCS411 5, MSC845.5, MSCS47 5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH4Mb GH48-8, GH410-6, GH410-8, GH65-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTAR LSTA12. LSTA15, LSTA18, LSTA21, LSTA24, ST292. ST2122. ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model. Number or Name Product Description 8 SCS32-5197, SCS62-5/97; SCS62-51118. SCS82-61118 Bypass Framing Connector 8, GH610 6, GH610-8 6 LSUBH325; SUBH3.25, MSU(3H3 25 Bridging Connector 1 AS 18, AS 1885, AS 1 BS6 18 ga Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 1 4 GLBSA, GLB58, GLB5C. GL850, GLB7A, GLB78. GLB7C.. GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GSL7812, OLPT518, 0BLT616, GLST520, GSLT820 Glulam Bearing Plate 8 LTS12 LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga Truss Plate /1 SSS3 518 Bypass Framing Slide -Clip Strut Connector L 6 HGLBA, HGLBB, HGLBC. HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36. ST5215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3461414, ALSH7881414 #14-14 Strong -Drive XLSH Shouldered Seff-Drilling, Tapping CIO 7 HGT•2, HGT-3, HOT-4 Heavy GirderTedown 10 MSTCi MSTC78; ST8236 Straps 68 mil (14 ga) Screws LLJ 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12. MTS18, MTS18 MTS20. MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ191O16, XQ1 B1016-4K, XQ1 S1214 X01B1214-3 5K, XQ78S1224, XQ78B1224-3K, ill 0-16. 412-14. and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/61.56, S1B1.81, S1132.06, S1BZ37, S/B2.56, S'B2.66. S/B3.12, S 33.56, S/B3.62, 5164.06, Top Flange Joist Hangers FL#15730-R4 XQ714S1224, X011461224-2 51KXQ112S1224, XQ11281224-2K, X34131016-SK, Tapping Screws S1B4.12, SIB4.28, SIB4.75, SIB5.50 X1$1016, X161016.4K, Xl S1214, X181214.3 5K Q 13 SBAZAM, SBA2.12110, S/BA2.12/12, S1BA2.12/14, S/BA4.18/8, SJBA4.18110, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z J S/BA4.18112, S/BA4.18/14 1 ET -HP Adhesive Anchor for concrete 14 S1H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GOPM-100, GDPS, GW 50, GW-75, GW-1DO, GTH Gas -actuated fasteners and assemblies Z 15 S/HD8S, 31HD88, S/HD10S, SlHD10B, S/HD15S, S/H0156 Holdowns 3 PDPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Q 16 S/HDU4, SlHDU6, SiHDU9, 81HOU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 _J 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchcrfor concrete 0- SHEET NO. March 6, 2023 PA 1.3 a--0 C_ MIAMI- MLA.1rr-DADE COLT! PGT Indush'1e5. Inv. PGT Industries, Inc. to Co (D }, > U � o � 0 L _0 PRODUCT CONTROL SECTI0N t_ PGT Industries. Inc. � Q 0 i 161D sa F s�ieei Fin 'apt NOTICE OF ACCEPT J,NtC:E: EVIDENCE SiB1IITTED NOTICE OF ACCEPT ANC'E : EVIDENCE SUB -NUTTED � Co -0 CL DEP3RTAfEN°TOFREGi1L?iTt)&4'Alri?ECOV'OXIItRESOITR.CES(a-ER) �riamtiFlorcta3337 474 BO_UMAINDCODE ADULNISTRATIONDIVISION rCWj315-2rN F r'96) 31 ;9s NOTICE OF ACC'EFTA:NCE:EVIDEN'CE SUBXHTTED }' 1W N V }' � NOTICE OF AC'C'EPTA�C-E (NOA) wwwmianudade_go�•.etoaomF 1. Etiderrre submitted order >I e�ious NOA P ` D. [ �I.IT'�� ASStTR.�'4 C'E 'Q' � � Co tz to A. DRAtt7LNGS B. TESTS (continued) ( 1. Miami Dade Department of Regulatory and Economic Resources (RER). N O v0 -0 � PGT intltrstt•ies Inv. 1070 Technology Dtive, 1. Manufacturer's, drawin and sections. 5. Test report on 1) Air Infiltration Test, per FBC. TAS 202-9-4 � �- - � � t� North Venice. FL 34275 (.Su ndned under N'D_4. 0. 11 "0107 04) ?)Uniform Static Air Pressure Test_ per FBC'_ TAS '202-94 E. 1L3iTERL�I. C"ERIII IC3TI[?:w+S � O - SCOPE: 2. Drawing No. lID-5a70.0_ titled -�Vnivl Sliding Glass Door NOA (LM)". sheets 1 3) Water Resistance Test. per FBC. TAS 202-94. 1. Notice of Acceptance No. 1,"528.14 issued to Vision Extrusion Limited for their � � � L� � This NOA is being issued under the applicable rules and regulations governing the use of c onstructionmaterials_ The through 21 of 21.. prepared by manufacturer. dated W05.1 5. with revision A dated 4) Large Missile Impact Test per FBC. TAS .01-94 3t7i ' Rigid PVC Exterior• Extrusions for R tndows and Doors 7. dated 08 � 13 � 15. _ _) -0 E 0 O documMi entation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to 04.'05;`17, signed and sealed by A. L-yun Miller_ P.E. 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 expiring on (P,130 19. to � t` N Q t)e u5ed w Nliam Dade Comty and other area; where allowed by the Autllt7fiti' liaviug Juri,4&ctwu (AHJ). 6) Forced Entry Test. per FBC. TAS ?0 2-94 2. Notice of Acceptance No. 16--0920.08 issued to Vision Extrusion Lmiited for their-VE U � M Q This NOA shall not be valid aflerthe expiration date stated below The Miami -Dade County Product Control Section B. TESTS along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared 1000 Tan 202 and lighter Shades (Non-X%7tite) Rigid PVC' Exterior Extrusions for F- -0 Cn Q (Tn MianuDade County) andorthe AIU (in areasolher than.Miami Dade County) reserve the right to have this I. Test report on 1) Uniform Static Air Pressure Test_ per FBC_ TAS 202-94 by Fenestration Testing Lab- Inc.. Test Report No. FTL 8549. dated 11 �0645_ signed and tt"mdows and Doors". dated 121-108116. expiring on 12`29.'21- product arrt>aeerial testedfnrquahtg a ssuranceptupases. If this product or material fads to perform in the accepted 2) Large Missile Impact Test per FBC. TAS 201-94 sealed by Idalmis Ortega. P_ E- (Test report revised on l•� 04.15 and 02 11:'16) 3_ Notice of Acceptance No.1-"5s8.15 issued to Vision Extrusion Limited for their manner. the mamsfactturer willincurtheexpense of such testing and the AHJmavitumediatelyrevol e_ modify, or 3) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 6. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 "Bromm C oated (Painted or Laminated) White Rigid PVC- Exterior Extrusions for suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this along with marked -up drawings and installation diagram of L'inyl sliding 21aS5 door. prepared 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 tt endows and Doors"- dated 08,'13r 15. expiring on O9r30, I9. acceptance_ if it is habnu-Dade County Product Control Section that this product or material falls to by Fenestration Testing Lab, Inc._ Test Report No. FTL 8717. dated 110�7.15_ signed and 3) Water Resistance Test. per FBC. TAS 2102-94. 4- Notice of Acceptance No.16-0112.02 issued to EI's'ERGI Fenestration Sohutions USA, nisei 81e requiremenu of the applicable building code. ent of p This product is approved as described herein and has been designed to complywith the Florida Building Code. Sealed by Idalmis Ortega. P_ E. (Test report revised on 021516 and 02 24,•16) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TA-N 3040 and Lighter_ Shades (Non -White) Rigid PVC Exterior including the IL-41 Velocity Humcam Zane- ?. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 Extrusions for Windows and Doors dated 09;'15 16, expiring on 02 �04 21. DESCRIPTION: Series •,.7 770" Vinyl Sliding Gla ss door (Reinforced) sc,w o 90° 13;° corners L li 1. g ') Uniform Static Air Pressure Test- per FBC_ TAS 202-94 along with marked up drawings and installation diagram of vinyl sliding glass door, prepared 55_ Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, APPROVAL DOCUMENT: DrawingNo.'_NID-55a70.0 Rev B. titled '`Vm�i Binding Grass Door NOA (1_4l)"_ sheep 3) Water Resistance Test, per FBC_ TAS 202-94, by Fenestration Testing Lab_ Inc.. Test Report No. FTL 8552_ dated 11-04:15. signed and Inc. for their -`Bronze and Lighter Shades of Cap Coated Rigid PVC- Exterior, - I through 21 of 21. prepared by matnifacdirer_ dared t tarps; 15 and last revised on 02r01 "1. signed and sealed by } e Missile Ct Test FBC_ TAS 201-94 ) ImPa l sealed by Idalmis Ortega. P. E. ?.' " � (Test report revised on 0� 15,2016) Extrusions for• Windows and Doors" dated 09' I �+r 16. e. expiring on 04'16.'20. 5) Cyclic Wind Pressure Loading per FBC. TAS 103-94 7- Test report on 1) Uniform Static Air Pressure Test. per FBC. TAS 202-94 6. Notice of Acceptance No-16-0712.03 issued to ENERGI Fenestration Solutions U5 A_ Lynn Milker. F-E__ bearing the � fyarui-Dade County Product Control Recision stamp with the Notice of 6) Forced Entry Test. per FBC. TAS 2014-94 3) Lame Missile Impact Test per FBC. TAS 201-94 Inc. for their' -White Rigid PVC Exterior Extrusions for Windows and Doors" dated Acceptance number and expiration dine by the Jvfiami-iaacDe County Product Corirrol Section along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 08,'1&17. expiring on 02.218r18. MISSILE LtiPAC T R TLNC:: Large and Sm.tll?41(issile impact Reli ant by Fenestration Testing Lab_ Inc.. Test Report No. FTL 8546. dated 1106. l;_ signed and along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared 7_ Test reports No(s). 10-00--79? A}. 10-06-M05?7. 535 753-09. per �,STME-S4. Limitations- 1. See table 1 (sheet -1) and table 21 (sheet S) for applicable SGD unit sizes- design pressures- reitltorcernLe�nts ripen. sealed by Idalmis Ortega- P E. (Test report revised on 01;04r16 and 02!11'2016) by Fenestration Testing Lab. Inc.. Test Report No. FTL +6638 (samples A-1 thru A-22). dated AST NID 1929 and ASTN-ID-635. issued by EXOI :A toVision Extrusion for cellulosic glass types. sill riser (see tables B-1 & B-2. sheets 7-8) and anchor rayon sheets requirements in I I thru 16. 3. Test report on I) Air Infiltration Test. per FBC. TAS 202-94 11,19� 10. signed n- Jorge A. Causo. P. E. (•Stibrunted under.YOA N o. peke d and sealed b_ 11- c to material - omposi 2. Rigid %White PVC, Tan (Non -white) Rigid PVC andBi-own coated (Painted or laminated) white Rigid PVC to be 2) Uniform Static Air Pressure Test_ per FBC. TAS 202-94 010' 04) (:Subnrilted tinder iVO_-4 No. 11-010'.04) labeled per referenced NOA'srequirements. 3) Water Resistance Test. per FBC. TAS 202-94 8 Test report on 1} .Air Infiltration Test- per FBC. TAS 202-94 8_ Notice of Acceptance No.14-0916.11 issued to Kivamy America_. Inc_ for then 3. Egress operable doors roust comply with min clear width or heightper FBC requirement. as applicable. 4) Large Missile Impact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 -'Senn-%-rGL•ts fc (C'leaF and White) Interiaver-_ expiring on 07,041 S. 4. Pocket walls under separate appcovai to be reiiew ed by Building official 5) C ychc Wind Pressure Loading per FBC. TAS 203-94 3) Water Resistance Test. per FBC_ TAS 202-94. 9_ Notice of Acceptance No_ 16-1117.01 issued to Ku may A.nx=a. Inc. for their LABELING: Each unit shall beau a permanent label with the mamufacturer' . nine or logo. city. state and series and 6) Forced Entry Test, per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 Trtxsifol� t7iractear. C rear and Color PtB interL�t� ern` .expiring on 07 08.'19. following statemenr " Maint-Dade County Product Control Approved". noted herein along with marked -up drawings and installtation diagram of vinyl sliding glass door_ prepared 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 REN7Ett:ALL of this NOA shall be considered after a reneu-A application has been filedand there has been no by Fenestration Testing Lab. Inc.. Test Report No. FTL 8547. dated 12 04!15, signed and 6) Forced Entry Test. per FBC_ TAS 202-94 F. STATEMENTS change in tine hcablebuit cadeneaativelyaf%c#iligthe osmanceofthis raitict_ app r F sealed by Idalmis Ortega. P. E. (Test report revised on 01'15.16) aloe with marked -up drawlu s and installation din of vinyl sliding glass door. g F g ll Ind 1_ Statement letter of conforrilarice with FBC:-S�Edition (?03# and FBC-6�Editiou ) T'ER3ds ATION ofthis N'OA will occur after the expiration date or if these has been a revision or change in the 4. Test report on 1) Air Infiltration Test. per FBC_ TAS 202-94 by Fenestration Testing Lab. Inc-- Test Report :No. FTL 6337 (samples A-1 thru A-5), dated (2017). issued by manufacturer. dated 0811+4 7: sighed ck sealed by Lmn R-killer. P.E_ materials, use. and'or manufacture of the product or process. NxIisuse of this NOA as an endot ement of any product. 2) Uniform Static Air Pressure Test, per FBC_ TAS 20_-94 11,06,'10. signed and sealed by Jorge A- C auso. P. E. (.Submitle'd under .V0 4 i v. 11- ?- Statement letter ofIIo financial interest. dated 04-1 & 17. issued by inantrfacturer. signed for sales. ad,,-erds,ine or aiw other-purpre.s shall automatic allyterminate this NOA. Failvreto comply with any 3) Water Resistance Test, per FBC. TAS 202-94 010' Op} & sealed by Lynn 1Niilier. P.E. section of this NOA shall be c ause for termination and renwx-al of NOA. 4) Large Missile Itlapact Test pet FBC. TAS 201-94 3. Letter of lab compliance, part of the above test reports. ADVERTLSE--N ENT: The NOAnumber precededby the urords Mianii-Dade County. Florida, and followed by the 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 C. CALC"t'L iTION S 4. RER Test Proposal No. 17-0387. dated 05;05r17_ signed by Ishaq CTianda_ P.E. expiration iayedinadiw- tisin g ,literature_ If any ortionoftheNOAisdis displayed. then it shall be F sP F P 6)Forced Entry Test.. per FBC. TAS 202-94 1 _ Anchor verification calculations and structural analysis, complying with FBC-2014, done in its entirety. along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared prepared by PGT_ dated 1',•OarlSand last revised on 0115i 16_ signed and sealed by G. OTHER LN SPECTION: A rovided to the user by the matufacturer or its distributors and be of this entireNOA shall co y P F by Fenestration Testing Lab, Inc. _ Test Report into. FTL 8548_ dated 1104;15_ signed and a AnthonyL. N iller, P.E. (Suhnriffed under,'1 O-4 ,, o.15-121©.011. 1. Notice of Acceptance No.15-1210.01_ issued to PGT Industries- for their Series ' shall be available for inspection at the Job site at the regamt of the Building Official. sealed by Idalmis Ortega. P_ E. (Test report revised on 01.'0416 and 01 11;16). 2 Grazing complies, with ASTNEE-1300-09_ =+=+70."2'�0" 1-ilkvi Sliding Glass; Door (Reinforced) - L.113: '. expiring on 041421. � o This NOA revises & renem'-N-OA*20-0-t'_9.05 and consists of thi;paee I and e-,idewepages E-I. E-2_ E-3. E-4. ; � =,-: } I � .r f..'� •: � j ''� , .':_ O o E-5 & E-6 as well as approval document mentioned abo-.e.c� The submitted documentation was reviewed by Ishaq L C'ihauda, P E. I,.haq I. Chanda. F.E. Ishaq I. Chanda. F.E. 'Unit Ishaq I. Chanda. P.E. C'A Y $ o Product Control Unit Superii or Product Control Supervisor Product Control Unit Super,isor �. a`- fi NOA Co. il-0!05.03 No. 2101050 tiN23 ®� �O� �o.:1-3.?.03NUA `° `� a PIAMMADEcOutmr Expiration Date: April14.!0!6 Expiration Date: April14.2016 Expiration Date: Apriil4.2026 Expiration Date: April 14.:026 � N Approval Date:ltarc6 2�. 2021 Approval Date: \larch 2�.1021 Approval Nte: Jfarch 25, 202l 3PProral Bate: March :.A, 2021 page I E -1 E -2 E -3 a m d e� � c- � u cc c• 3 f ' G is C G PGT Indusi ies. Inc. C GI Windows and Doors, Inc. PGT Industries, fur. NOTICE OF ACCEPT_-N{:E: EVIDENCE SU --NUTTED NOTIC E OF ACCEPTANCE: EVIDENCE SLBiffITE:D 'NOTICE OF ACCEPTANCE: EVIDENCE SUB?1IITTED '. Esidenre Submitted under precious submittal E. XL4,TERL-tL CERTIFICATIONS (continue) 3. Neu Etiidence Submitted 5. Quanex Part Super Spacer -Standard complying with ASTM CS IS Thermal Conductivity A. DRAN%T GS 0.881 BTU -in, hr--ft%'F. ASTM F 1249 VG"trM-Pass. ASTNI D3985 Oxygen -Pass, ASTNi E A. DRANiT'+GS 1. Drawing No.11ID-5570.0 Rev B. titled 'Vinyl Sliding Glass Door NOA (LIwIjT . sheets 2190 I.G . Durability -No Fog -Pass. fStibinined under previous A'0A N o.15-0-109.OS} I. Draining No. lID-,+570.0 Rev B. titled 'Vinyl Sliding. Glass DoorNO A (LINU-. sheets 1 1 through 21 of 21. prepared by manufacturer_ dated 10.05r15 and last revised on through 21. of 21- prepared by manufacturer. dated 10i05:15 and last revised on 0'101:'2 1- 04! 2,,`10_ signed and sealed by A_ Lynn Nliller. P.E. 6. Quanex Fart Duraseal complying with ASTI�l C518 ThemW Conductivity 2.22 BTU -in: signed and sealed by A. Lunn Miller, P.E. � ASTIi F 1'24.9 WVIR-Pass. ASTM D 1434 Argon Pemreance-Pas& ASTM E Note. This revision consists replacement of same existing installation scree with flat head_ L B. TESTS 2189 I.G. Durability -No Fog. AST .1 E 546 Dew Point Development -_VF in 48 hrs. 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 (Subm hied tinder V0_4 No. 1 T-0469.05). CD 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 "- Vision Extrusions_ Ltd_ Parts complying with P%T' A.-VNIA 303-13. Voluntary Specification B. TESTS 3) Water Resistance Test. per FBC. TAS 20-1-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd. VEX-1 by L None. 4) Large Missile Impact Test per FBC_ TAS 201-94 A.434A FenmStratlon Exterior Profile Certification Program (-Stibrttitled under NO-i Vo. 11- 5) Cyclic tVirid Pressure Loading pet FBC. TAS 203-94 0409.05t C. CALCULATIONS along with marked -up drawings and installation din ? of all PGT Industries. Inc. 8_ Vision Extrusions- Ltd_ Parts complying with PVC AAALk 303-13. 1. None. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones. (riblit hied under N OA N& 15-0409. 05) ^^ 11 W prepared by Fenestration Testing Laboratory. Inc__ Test Reports No.: 9. PVC-AAN-1A 303-13. Voluntary Specification for Rigid Poh•�*.•1 Chdoride (FIV Exterior D. Qt LITY ASSUK-L C E FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09 03.14 Profiles for Vision E.x--trusions. Ltd--VEX-1 by A4LNL4 Fenestration Exterior Profile 1. lf>`tIIu-Dade Department of Regulatory and Economic Resources (RER)_ � � FTL 20-2107.1. PGT SGD780 AluminumSliding Glass Door (unit 7 in proposal) FTL-20- Certification Program 2107.2, PGT CA740 Arum. Outswing Casement Window (unit 8 in proposal) FTL-20- 10_ _Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration. Solution. USA. Inc. for E, "-%LATERLAL CERTIFICATIONS M 2107.3, PGT PW7620 A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their --Tan 3040 & light shade (non -white) NN-hite Rigid PVC Exteiior Extrusions for 1. Notice of Acceptance No_ 19-0305.02 issued to Kuraray America, Inc. for their PGT PIV7620A Ahuninum Fixed Window (unit 10 in proposal) dated 07,,13 '20. all signed IN indou•s and Doors". expiring on 0221'0421. "Trosifolt Ultraclear. Clear, and Color PVB Glass Interlavers-'.. expiring on 07-0&24. 0 and sealed by Idalmis Ortega. P-E. 11_ Notice of Acceptance No. 18-0122A2 issued to Erlergi Fenestration Solution, USA. Inc. for ?_ Notice of Acceptance No_ 17A808.02 issued to Kuraray America. Inc. for tl>& i their series " 1-hite Rigid PVC" Exterior Extrusions for Windows and Doors". expiring on "Senti-rGlasll� (Clear and "kite) Glass Interlarers". expiring on 07''04t23. � C. C ALC t'LATIONS FBC 7,b 0_'''8'23 3. Notice of Acceptance No.18-1106.10 issued tot'ision Extrusions Limited for their "Brown O Q 1. Anchor verification calculations and structural analysis. complying with 1'_. Notice of Acceptance No_ 20-0203.03 issued to Energi Fenestration Solution. USA. Inc. for Coated (Painted or Laminated) N17tite Rigid PVCEiterior Extrusions for Windows Edition (2020)_ dated 0422'20_ prepared by numufactufff_ signed and sealed by their `Bronze & tight shade cap coated White Rigid PVC Exterior Esti-usions for and Door-,,"- expiring on 09 30:24. � V AnthonyL,mn 11-killer. P_E Windows and Doors". expiring on 04.16 25. 4_ Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series 2_ Glazirij complies with AST1IE1300-04. -09. -12 and -16. "VE 1000 Tarn 202 and lighter shades (_on -White) Rigid CeIlular PVC: Exterior � D. Qt A�Lrr ASSU&kN-CEexpiring F. STATEIIE ti TS Extrusions for Windows and Doors'-- e. g on 12-29 21. O Itiiami--Dade Department of Regulatory and Economic Resources (RER). 1. Statement letter of conformance to FBC 711 Edition (2020). dated 04,22,'_'0. issued by L manufacturer. signed and sealed by Anthony Lynti Miller. P.E. F. STATEIIEN TS E. i4L�iTERL4.I. CERTIFICATIONS 2. Statement letter of no financial interest and of independent_ issued by manufacturer. dated L Statement letter of conformance to FBC 7a Edition (2020). dated 02,'01;21. issued by 1. Notice of Acceptance No_ 19-0305.02 issued ro Kur-aray America. Inc. for their 04 18,220. signed and sealed by Anthony Lynn Mii1er. P.E. manufacturer. signed and sealed by Anthony Lymn'Miller. RE.Cl)"Trosifol>t Ultraclear. Clear. and Color PtB Glass Interlaver•s-'. expiring on 3. Private Labeling Agreement document between PGT. dated 03:30.45 and signed by all 2. Private Labeling Agreement dated 03:'0&21 between PGT Industries, Inc. and C•GI '�"'J CU 07,08,24. involved parties. Windows and Doors Inc-. signed by Dean K Ruari:, P.E.. V.P. Engineering. on behalf of m 2. Notice of Acceptance No.17-0808.02 issued to>E u raray America. Inc. for their '. both companies_ Q "Seutti-Glast (C Isar and kNbte) Glass Illterlaven expiring on 0744,23. G. OTHERS 3. Notice of Acceptance No_ 18-1106.10 issued to Vision Extrusions Limited for their 1. This NOA revises NOA717-042om (PVTw CGI) and updates to FBC-2020 (7&Edition}_ G. OTHERS "Brown Coated (Painted of Laminated) ttTtlite Rigid PVC Exterior Extrusions expiring 04.21?1. 1. This NOA reuses & renews "+OA# 20-0429.05 (FLU w'CGI). expiring 04.4t'?6. for Rindows and Doors'. expiring on 09,30,24. 2_ RER Test proposals *19-1155 dated 01.10-20 approved by IshagI_ Chanda. RE. expiring ' The current associated PLA CGI file #21-0205.01- expiring 04i14 26. 4. 'Notice of Acceptance No.1.8-110+6.11 issued to Vision E.xtiusiom Limited for their 04'14:21 _ O series "VE 1000 Tan 202 and lighter shades _ -on-i Iite) Rigid Cellular, PVC w Exterior Extrusions for Windows and Doors-'- expiring on 12 "_'9, 21. Ishaq L C-handa. P.E. Ishaq L Chanda, F E. Z J Ishaq I. Chanda. F.E. Product Control Unit Supenzsor Product Control Unit Supern'zor Z Product Control Unit Supervisor ti0A No. 2I-020:.03 NOA No. 21-0205.03 Q NOA No. 21-0205.03 Expiration Date: April 14.2026 Expiration Daie: April 14.!026 Expiration Date: April 14, 2026 Approval Da te. March 25. 2021 Approval Date: Jfareh 2w. 2021 d Approval Date: ;tfarch 2:, 2021 E -5 E -6 E -a SHEET NO. March 6, 2023 PA 1 ■ Ill _ ' I I I l _ ____ Ill ""'1 I lr 111 " 1 11a-WTill _ 1 -- I - - — - - I I I I i,11 1_ MIAMI-CIIP►Df MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of" 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables" sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 o 3, prepared b CraigParrino, P.E., dated March 24, 2003, last g f p p y prepared, signed and sealed b Craig Parrino, P, E„ on 08119114. p p $ Y g The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and I. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculnd for Cast -Crete Lintels, dated pages J4.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Ramon, P.E. C. CALCULATIONS id sealed prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. by b accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino. P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig f p g pip g E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P. signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: . F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual_for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig „ „ prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4' , 6 & 12" 2002. sealed 1, Letter from Cast -Crete Corporation, dated February 03, 2012, signed and se certifyingom liance with the Florida Building Code 2014 Edition. Parrino, P E , compliance g , Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cass -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. Large and Small Missile Impact Resistant MISSILE IMPACT RATING: La 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled ", 1. None. B. TESTS "Cast -Crete 4 6" & 12" Lintel .Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. County logo. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11. 1008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1 None D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. B Miami -Dade County Department o Re ulato and Economic Resources (RER). Y � P •f g rY J. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and ? i , ' E-5 as well as approval document mentioned above. - elmy A. Makar, P.E., M.S. M.S. elm A. Makar, P.E., M.S. y f elmy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pro wet Control Section Supervisor, NOA No. 20-0630.15 Pro uct Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 MIAMMADEONTY F.T.M. Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11R023 oS i ZO I �� Z e Approval Date: 08/20/2020 / Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel E - I E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117. signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - A. DRAWINGS Crete USA, Inc., dated 06111120, .signed & sealed by Craig Parrino, P. E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. C,fflellmy A. Makar, P.E., M.S. " Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 March 6, 2023 t+ Cn N CD fU U O A.-O C N >` Q CU O - .� U a) fv Co to O 0 O O CU O CU L� O .� Cn a)� O L CU 4O � C:) H -O .0 U) Q a z z W J d :A 0 c- o � a- s y 01- 3 sR. N d y J c E .s v a• _ tJ E z Cn C0 0 > CDL 0 Q 0 U CU ao Q 0 LCU w Q a� Z Z Q J SHEET NO. PA 1,5 a11 /T-iLECG IfVi^_ TILLIT TESTING S ENGINEERING M CO PANY WATTFR A TILLIT, JR., P.E. tiitcc0480,Lcorn YL Ce. Lru .µ:it• R C A. Li, ,, Nu N11,"Iy PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global P_rotecito i-P_roducts LLC. 4800 S.W. 51 Street Davie, Florida33314 1 PUR_PPOSE-OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr„ P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 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. EVIDENCE EMITTED: 2.1,-PRODUCT EVALUATION DOCUMENT (P.E.D.); Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.: signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part o1JIFhils Evaluation Report. ,%11` EA A. rl(N,�r'�Hi Q\ ......... C/;L �'. 11 �iL�• - �\CENSF --✓ - - - ' _ ' _ No 44167 )*: .* :*= --- I. �1I :.- % .�e". -F OA,Ini, .'\ ',�S 6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Phone: (305) 871-1530 - PEr ` "J,t &I ;1S31 PRODUCT E'V ALUATION REPORT NO. 2"728.01 - 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 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09/1811996, #96-T30 dated 09/20i1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10105/1998 witnessed by Gilbert Diamond. P.E. and Report No 0219.01-09. dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry ryHattemNP. P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate. P.E. 2.3. STRUCTURAL ENGINEERING CALCVLATTQW. On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and n accordance with section 1616 of the Florida Building Code. Calculations pmpared by Tilleco, Inc., dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P E. 3. MJSSILE IMPACT RESISTANT Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4, WIND LOADS RESISTANCE- 20 Gage Ga'vanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15. 16, 19, 25 and 26 of 26 of Product Evaluation Document (P E.D.). drawing No. 20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18. 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.). drawing No. 20.176. 5.1NSTPLLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8. 14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. "LI"",yX�i ...T!((/P % s`S'P' ,,\CENSLC-':? ,, - -- --i - r . a. 44167 , s'- * * M '.4,-, -o'• STATE OF .- a : ',FS�°Sit) �.0, ",',,NHL 1A11INII1,` GENERAL NOTE$: e3) IN CASE TEAI PRECAST S10Nf, OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS RE FQUNU ON THE CYAIA)-FiR -= QNGE "LY = STEEL =W .PANELS) EXISTING WA.L, ANCHORS SHALL BE LONG ENOUGH To REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ' `TORN PANEL 10MN ON 1--IS PF.WL1CT cyµil,Ll ON DG",,.ENT IPED) 14AS BEEN VENKTCD FOR --Pt' m N ANCHORAGE SHALL BE AS MENTIONED +N B 1) AND IN 82). ALCORDANCE WITH THE 702Q (7M E01FON) OF T14C FLORIDA BUILDING CODE C) TO -FA ILAQ. 1RDD -Mk 5PLCVlC .BE,d[Y•.-' � 0,51AI ,- DESIGN WIND LOADS PALL BE DETER PER SECTION 18200E THE YEN c0DALLE, - 1/4•e TAPC'ON ANCHORS. AS MANUFACTURED BY I T W SUILDEX.:NC FOR A THE S N M e'M RI SHUTTERS PEED AS REOJ+RG7 BY THE JURI$OICT10 WHERE i5f SHAIrIERS U SE INSTALLED µ0 BE IN _ A14-10 PANEUAATE FEMALE IC µO PµITLVATF PLUS ANCHORS AS MNWtACTLREG BY ELCO CONCTRtICTIGN r4tolti DWINDIRE FOR A 01RESSURAL K.'.OD USING 7-16 µ0 SHALL N07 EXCEED THE MA%WUY (AS D) _ 1/4 It LAG SCREWS PER N0.5. RAFACTOR TSCC OCSf:N PRESSURE RATINGS INDICATED ON SHEETS 7 1NRV 12. la 'S, tB. 19 tr 70. 7/16'4 ' 'S/r WOOD RUSHING. AS DISTRIBUTED BY ALL PONT SCREW. BOLT At SPEGAL••r W IN ORDER Tp VERIFY T.E ABOv• CONDITION, TIO, nYATE DESIGN WIND LOADS DETERMINED PJASCE J-6 C!; THREADED tqN POO YIOOG' TAPCON AVGHONS Stull BE 1 1/7' Ai ?' FOR ELCO PANELWTE PLUS SHALL BE FIRST REDUCED TO A.SD DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 M ORDER TO COMPARE THESE w/ YAX (As0) DES" PRESA)Rf. RATINGS NDIUTEC ON SHEETS T TRLA ,:, ,+. Is. 16, ,9 A 20 AMDMINIMUMPA MID aµEllMLf FEMALE ION ALE In. r 1) MINIMUM T'HREAOEG PENETRATION of LAC SCREW. IN'0 Mf WOGC FRAME lNN!1 SHALL 9E 1/2' MV THREADED M ORDERiV VERIFY THAT AM:MORS ON THIS PEO AS TESTIER WERE h0T OVET+ STRESSED. A !3R INCREASE M kLOWABLE STRESS FOR WIND LOAMY WAS ILL USED IN Ni ANN Ms rASIENERS SPACING O WOOD HAS BEEN DETERMINED M PENETRATION INTO $PXCO SHAL BE CONSIDERED AS PART IX THE REOUNiED READER PENETAnON ACCORLANCE IRITH N.D.S. 2018. C 3) MM&UM EDGE DISTANCE 0r LAG SCREWS. INTO WOOD SHAWL RE AS INDICATED M THIS DRAWING STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VEAnEG IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MEN 11ONED CODE AS PER HURRICANE ENGINEERING & TESDNG INC REPORTS 96-569. 96-570 & Si AND F. 4, MI/WMI]Y PE7$,AATR& OF WOOD BUSHING SHALL BE 5/9' I/.' •-20 SCREWS USED S/HAL:BE I 12' IONIC MmIMUN - FENESTRATION TESTING LAB INC, REPORTS %2032 & /2126 . AS PROTOCOLS TAFr201, TAS-202 AND TAS-203 SNOULD'.TVCCO EXIST AND I' MINIMUM FOR WALLS WIT1 No STUCCO, w AAIERK,91 LEST LAB M STJUIN FLORIDA REPORT E0219.01 -09, AS PER TAS 201, TAS 202 µD TA 3 ST TAS 703 STANDARDS r 5) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS. 51UCCO OR WOOD BOARDS BE FOINn ON THE EXI$r1W, HALL ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAIN S'TRU('TURE 8EkND SUCH PANELS 2 ALL ALUV,NVM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SHEEP 2 ANCHORAGE SHALL BE A5 MENTIONED IN C 1) C.2) A C 4) 3 ALL ALUMINUM SI,En METAL USED Al CLOSURES "HALL HAVE 3105-H14 ALLOY (U) ANCHORS SN&L K 'NSTALIED FOLLOWNG ALL Or THE RECOMMI NDAT,ON5 AND SPECIOCAWNS OF THE ARCIXTR'S MANUFACTURER A ALL STEEL SHEET METAL PANELS S HALT NAVE STRUCTURAL OUALTTY STEEL, ASTM 4-653 GRADL 50 MNIMUM. G-60 CA_VµRTEO STEEL DESIGNATION W/rY. SB.S b+ (AFTER ROLLED) 6 PANELS MAY ALSO BE INSTALLED MOH12(1NTALLr iOiLCWSNG INSTALLATION OEiNtS SHGWN ON SFC00N 3 iNROHJGH 10 (SHEET, H NHROUCH b) LXCEPT -HAT HEADERS (2) A (1) STALL NOT BE USED 5 ALL TREWS To BE STAINLESS STEEL 304 OR 310 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 .ERII THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER 15 T, Of 50 18 W/ So WI "i STRENGTH AND 90 Ms, TENSHALL COMPLY STRENGTH A SH_OMPLY W/ FI.ORICA BUILDING CODE ATTACHED TO &SURE PROPER ANCHORAGE TIM SH,OTER SHNCL ONIY BE ATTACHED TO CONCRETE. 9Lrn:K OR WOOD ,PANE $OIN 3. 3,A 81n.GNGS 6 BOLTS t0 BE &SIN A-307 GALVANIZED STEEL. ON NISI 304 SERIES SINN(ESS STEEL WITH .16 I9, MINI,,L N '^EIS• StRfNGtH 10 EACH REGULAR STORY PANEL AIR, LENGTH OVER B'-B THROUGH I! t', AS PER SECTIONS E. 8. 9 A 10 AN ALTERNAIMS TOW, 9W W tow ON 3HEE75 5, 6 A 12 RESPECTMEL`-. SNAL HAVE A LEGIBLE AND READILY V5Ri MARKING MSMUCTa4G OWNER OR ' ANCHORS TO WALL SHALL BE AS FOLLOWS- TENANT TO SECURE PµCLS WITFL APPLCABLE RETWORCEMENT OURHAKT PERIOD` OF HURRICANE WARWNC, (A) IQ E)Q1r±1G_.'xJ.1_% _GQ4 BETE I I THE INSFKUFpN CONTRACTOR S 10 SFAL/CAULk A, SOFTER COIJF,oNEM EDGES WHICH REAINN IN C(WFINUWS R: w*u, POOH - I/.'e TAKEN ANCHORS AS MANUFACTURED B, I TW 8t.nLDEX. INC TV.,- rc-3192 P.,I THE BUeDING to PRCVENr WIND/RAC e.MjSION. . 1/4' e . I/B" 11i1-M ANCHORS. AS AWNOIACTURED BY DEIMALT INC (MIN. 1 A-3OOD p. I - 1/4-. F )/4' SOLID -SET ANCHORS. AS CH"IBUIED BY ALL FON I SCREW, ROLL A SPECIALTY CO 11 I ORM PANEL INSTALLATION SSW, COMPLY WTI SPECS ,NMATED N !HIS DRAWING PLUS ANY BUILDIND AND ZONING REGUUIIDNS IN, I.S."D0 P.,) °POUNDED 9T TH[ JURISDICTION WHERE PERMIT IS APPLIED TO - t14-10 PANELMAiE FEMALE 10 A PANELMATF PLUS ANCHORS, AS MANUCACTURCD BY ELCO CON5TR'UI:,'IVN PRODUCTS 11 (a) THIS PRODUCT ENALUATIDN DOCUMENT (P.E D) PREPAREO BY THIS ENGINEER IS GENERIC AND DOES NOT RN(,MuL WoMIAI ii (MIN I, F.3330 I, a.) FOR A SITE 5TTCRtr PROJECT, . • WHERE ThE S"E CoNDInoNS TNYATE rRoI4 THE P E.D - 1/4'. Cr TAP -GRIP ANCHORS, AS IAANI)FA:IURED B+-RU-FAST CORPORATION (I'H:a1G50 p.e. ) 10 CONTRACTOR TO BE RESPONSIBLE FOR IHE SELECTION, PURCHASE AND WISTALLAnoN INCLUDING HIFE SAFETY Or THIS PRODUCI A I) MINIMUM EMBEDMENT OFIAPCON ANCHORS INTO POURED CONCRETE SHALL BE I ,'/1' 2' FOR PANELMATF TTMVV E BASED ON " P E.D PRCV"ED HE,14HE LOSS NOT DEVIATE FROM THE WHOICNS DETAILED ON THr_- DQC1A4ENl ID ANU PµEMALTE PLUS AND 1 1/4' FOR CF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE IS tK CoNFRACTol''S R(cpONSIBUITY Al) CALX-IN A 5QUG-SEI ANCHORS SHALL BE EMBEDDED 7/8' WTO 0, E POUREV CONCRETE NO EMBEDMENT INto I,) TARS PRODUCT EVALUATION DCICUMLN' WILL BE : sIDEREO INVALID IF NiMnET)) SrUCOO SHALL RE PERMITTED 1/4' 0-20 SCREWS USED SKAU BE 1 1/2- LONG MINIMUM S14DULD STUCCO EXIS. MINIMUM M WTI+ N� Y A THREADED ND , M UM FOR WALLS L STUCCO µ0 MM B' HEADED SCREWS OR LJ READIED $CREWS w/0 ,LEAD. 1 I IK OJL ALL SE PREPARED BY WIOCA ° SPEC PROJECTS SH P A FLORIDA R RARCHITECT B F FD EN[SN[E OR WH6CH WILL BECOME ME BUTMTM WING NUTS ENGINEER F ENGINEER HN RECORD (E 0 R) FOR THE PROJECT AND 'AVHQ POLL EIE RESPONSIBLE ct. THE ILL PROPER USE CR THE P.E D ENGINEER Of RECORD, ACTINC. 45 A DELEGATED ENGINEER TU rHF A 5) IN CASE THAT PRECAST 57O/IE, PRECASI CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THi PED ENGINEER, SHALL SUBMIT TO THIS UTTER THE STE SPECIFIC DRAWINGS FOR REVIEW EX15nNG WALL OR FLOOR. ANCHORS ;,HALL BE LONG ENOUGH TO REACH THE MAIN STRICTURE BEHIND SVGA PANELS ANCHORAGE SHALL BE 0. MENTIONED IN a I I AND M A I) (e} THIS PED SHALL BEAR THE DAZE ANC ORIOMAL SEAL MID SIGNATURE OFTHE PROFESSIONAL ENGINEER OF RCC'DRG THAT PREPARED IT (8) TO LAPSTI_- N-- O NI;,RFI 1,W..i7LL-ASTV L7-99 - 1/4' 4 TAPOON ANCHORS AS MANVI ACIVREO BY I I W EULPE), INC a SHUTTER MANUFACTURERS IABE. SHALL BE LOUr[D ON A REARM.' VISIBLE tOCAT,O AT STORU 1/4' .. 7/8' CALK -IN ANC$9M. AS MANUrACTIIRED BY DEWALT iNC (MIN I'r-I S00 Pa. ) PANEL SHUTTER IN ACCORDANCE WITH SECTION 1739.2 3 OF FIOR" BUULD&G CODE ONE LABEL PLACED ,H, I/4'e A SIN- SOOD-5- ANC , AS DISTRIBUTED By ALL POMP SCREW. BOLT A SPECATY CO. SNML BE FOR EVERY CPCNIW; LABELING TO COMPL' WITH SECTION t7Q992 O I ONKIA 3,V,,DING root (MIN ,�_aoo PAS.) /t4-,V PANELMATE FEMALE IV AND F'ANELMA.IE PLUS ANCHORS. AS BY iH5 CRAWNG STALL ONLY BE USED 70 MANUFACTURETI ELCO CONSTRL,C CN IANGIONS. oBIA& PER6Nt5 M THE STATE of FLORIDA /.'. r,',Cw-G411P AS MANUFACTURED BY tRU-FASI caRPORAnON AN71i '4,.'A •. l 3a,I�E B I I M&I.t+JM EA@EDMEM OF TAPCON ANCHORS. E1C0 PANELMATES AND Cr TAP-ORtP ANCHOR. INTO UIE CD!Np(t . , 1 FLORIDA BUILDING CODE (High Velocity Nurrlcane Zone BLOC. ,mD Swj of , I/.• ` Pmm ITT— k 20 CAGE GALVANIZED STEEL STORM PANEL 'P 8.21 CAi A SOLID-SE7 ANCHORS SHALL BE EMBEDDED '/8' &10 THE CONCRETE BLOCK UNIT NO E�'8FP MTIF - __-_ ___ ___ INTO STUCCO SWL RE PERMIITFD './4• .-20 SCREWS USED SHALL BE I 1/2' LONG M&INVM sHHwa STL:CCf) f XtST, µD I" MINIMUM FOR WALLS W'TH NO $Nff.O. �' STAi -- B Z�rlei .,i �,. - -- '-- i P./]e/p]0 GLOBAL PROTECTION PRODUCTS, LLC•' , T I / �LTTC O TNH: L OF __i 4em S. a+. aFATYr } F70R DIN _y�td'L ;IL.�lymw� 1 -Wwa cw.N. Sw'T t•3+ +- IT-i-'-'aR Aw..• o ° °R Tpa z� rw FA ros.»ea-enT I 20-176 /DNA EN` �FcFE.I/woMlw[.oNn caaWc w. a sae e _` _- - ----._ INSTALLATION DETAI�� REGR PANELS . 1 & j�L INTO EXISTING POURED _ CONCRETB OR CONCRETE BLOCK TRUCTURES CMVOMIE AIITHDRS j (91 SC.Eb)tl ON CONCRETE ANC_o s,IeYT a ,H1lauo. 9) I IS" SCHETAXE ON -� CONCRETE NINON, 6H[ER It n.Iw,GH e) \ - ENO T1]NCR[1E AVCHD,tl LXWFNG POURED - . (SEE sCHEDIAE ant- -, (DEC SCHi ON - ' 4 , CONCRETE REWIRED � 4 SHEETS a THROUG, 9) EXTSIMS POURED I. j I sHEEIS I THRDLGH .) 1 CONCRER REWREC - \ Mn 9NL,,/ sJ �' Fe• LN ' - [ f' .�-..._.-.__,_ -- - .//N I�/f�Msl1/1) SwL �5 , l _ - P [I. I _.. -` MLR ),O.J/"' I I ^ YOs. 1,711I I virl IN.OI . f F ar51,NO PwMEO E Cl 1 oM I 1 1 A rE]_ n E - 1[w:'RED I-p I 1 {I. 1 3 QEXISTING PWRm ` 1I, II �, ,I1 2) CONCRETE REO'JMED 1 111 ca+ I E ft I(11[ �`' /�-r,a/�•C� 71 u I a 11116 MVR O �' I 'M.O;'/, 1 I1 ZZ ! 1 i . I sat sitlm,At I G LVp1Y SIID e T I 9 ... f STD • 6 pI. HQl e I I ! V 1/T OC I [ 1-] Tn' n.0 -O Jro, 1'9N ( O. 3iri 1 I ,B I ''� I ; 1 STt wr ; yy i W, �fR'"A�� I I 5 1 I I M SNIT ee ��F tY. s2Dl . ', 1) o•' 1Fi , ,.m"'°'A 1 f .v. _ 1 1 1 9 uAO sP i I ( LI :' io aN 1 R I i I T 1 2, 1 I .T, [RSWrL ! 1 i i = aR;w ' ! ! ' E 1 ' ' I I 0 1 i , O ,_• I i 2 1 i i-- 1 - ; I I I I j I , R6; 'i 1' I ( R 1 I [ - [ 1 I 1 1 I ev.Vlr ' ) ; 1 I I L•e'4N3/n• _ I � a�'TID"e f I I FI4 , .rft:/)T I R I ; A�'pIr sTAT TID"• ! ; 1 ,] :ry' tic. ^ I , eRD IAIt e c.w EXISTING -OURED E 0 1 1 , H'] Cry' 0L C [ I ( • B - - CONCRETE OR Tlr••3/37' I a-E I EYISTING POURED —� EOSTMG PWaED [ u I 1 ] "y TIC _ CONCRETE MOCK IW4D MR e i I r CONCRETE OR '.' I I CONCRRETE DR 1 ' _ _ -. RCOUIREC , �fAG, sitR+ • , CONCRETE BLOCK CONCRETE BI.^Cr , 31 'DT FR REQUIRED REAMED -/7• = Lr ' - I - ,' Y 93 , MSTNG POURED, " .- , ,- CONCRETE d - /1'-•m sa rtltM / -3/"- s.M - L_, .Y ss n REWIRED •/ �'�� I --[ D W cU'aAIOK) "4 Mn'1 II!, 1• a ,ii 1aq /u'�- CO,ICRLTF ANCHORS -` =� GONLIICT[ NNClgR6 .SIT AM,:IHDRS ,An ,Y hw3/H' 3'A00[UfD W/ STUD - G••_ 1" (SEE SCIEDULE ON (SEE scHt UIE a -- EMS • 4' Oc. ��/�7 ' sCC NNC.HaRa 5a,[p oM (SEE a (SCE 5cnrpUlE ON J `•' (su zVs • 4' 6c SIEEIS a MRLLGH 9i SHEETS a 1MRD,Kp+ e) 4r[[Ts a IIHAC•)o- 9) C SHEETS a 1HWMI0H 4) WALL MOUNTING CEILING AND FLOOR MOUNTING �NG ALTERNATE BUILD OUT MOUNTING SECTION t SECTION 2 SECTION 4 1[ r V•5-I' SCALE 3/8-,' SCALF 3/6-1, SILL . Ia ; I 11 E.D . EDGE DISTANCE i [• ,yy (SEE SCHEDULE ON I or T 4e -Nlm. 6oAr.I. 1 d SHEETS 6 h 9) TI"6 NAAWs. T 1 i I i 'eY-s/SI' I I .Tw Mn • NO7LE2k CDMBNAT)0['L_Oi $rL-IlONS 1 48 -R ,2 ",'/rsla°cIt TOP h BOTTOM MOUNTINGS CAN Of NIP/4",,,, COMBINED N ANY WAY TO SI::T 4NY 1 r:. .3 , I rTION �g A`0','L .n1A * '•'."y ..* ocENs ' EXISPW, POURU) F FLORIDA BUILDING CODE (Nigh Vi Oy Hurrleene Zone) CONCRETE -.. - - 4 2 - :aom nRCD. m 7 EG - °, -*: RraARED. caNCRCRi E Aw�LRs ,* a 26 GAGE GALVANIZED STEEL STORM PANEL ,-,e,' IN sHFE1s 6 nHROVO, a) -'' = 0_ TATE ^F _. R'"" 10,4;., `'----,. 'GL08AL PROTECTION PRODUCTS, LLC. oH,n + _ _ �L�e. CEILING AND OOR MOUNTING ,�erJ(H. Onilci* : ` FaDA s W. 31 nu. I4e .H� 1F' TESTING It n+olERro corrlyMr wM[: EE 3»„ SECTION 2A �'V.,s/ ,PANNE NF,�l�"W-- ,.._ tlm,•,. -,IUD r..,••lmy �Ml„ PHME (9s.;6I4 )StS. F.K (wKe.-.].) 20-176 AI SCALE S/e-'• ll... 11 [ s&W.'901LA"WRA.R CA-0ooe719 _ O.A.r4H0 4. .MLR A RIP i P L _ _ ---.._____ -_ ---_.-.____-_ FL — tX Nfe) _ OQI • M 1. DUCT FVAI UATION REMIL'I• NO, 20.0729.01 0 _NLATERIALS TARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS AND CQNUITIONS OF USE: 7.1. Shalt be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 1hru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 prepared by Tilteco, Inc. and signed and sealed by Walter A Tillit, Jr., P.E. 7.2. Product may be 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. 44167), President of Tilteco, Inc. (Florida CA-0006719). AAv01N111111N....AA .`SNAP \CENSF'- I , _- _-�_. No- 44167 s o•'• STATE OF ?ct — ,,�QA.• `LOR10 .''tea a',FSS/ON AL Eta:.` 'NDN111INNA00 YYATTLL D. TILTECO ADMON RECORDS 1 P. E. REPORT 201 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PANEL\ DRWG # 20.176', REPORT I20-0728.01 TI L ECO IfVc_ TILLIT TESTING & ENGINEERING COMPANY W?,t,T1>RA. TILLIT, fit. PE. tllceciogwl.cout PRQDAL(T EVALUATION REPORT R1•PF Lk- N° "U57 !Lr_.A. LItWXM NP. )Ai6'I9 REPORT 1i 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: G_IoWiFrQteaLw_P_rotlucts,LLC 4800 S. W, 51 Street Davie, Florida 33314 1.-PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC. Rule Chapter No. 61 G20-3, Method 1D 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._EVIDENCE SUBMITTED: 2.11. 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 Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07127/2020. This drawing is an integp,l1p t ,,610,,is Evaluation Report. ti ...!... ,*1 •,,, :`-idti:31167 = - = % STA E OF •'4 s 6355 N.W. 36th Street, Suite -105, Miami, Florida 33166 - Phone: (305) 871-1913111c 1cI " ,',8`, I-1531 r AIhNII I,L,HIt COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2 -I-) - 15196- (TOTAL WIDTH) - _ ,5,96- (TOTAL WIDTH) _ - 12-500' (EFFECTIVE WIDTH) - 6.150' 6 1 . - - ' - - - _ _ 500' -T .STOOP I Sr50' , -1 1h0' - f.JSO- - , , -'A - 1 SSG- 003e- YM. T.C. 1.350- - '\ (- _ -Epp• _ � _ ` 1 F_ _ . _ _ _ GALVANIZED 5T[iI ). 1 O�t�El � HEMMED , ' °( ,' GRAGC S0 MMMIN/ HEyyEp , 0• tt 1 11 (J ti 2.657' r.EDGE ill , 7.657• G-60 GALv EDGE - _P 2 000' \ 1 000' 2 TYP 2 // ,j TYP AI [,. T HEDGED GRA,G- 0 AL, �, OLTAN AT /, HEMMED DEfY �T .. EDGE. _ .. _ -11 G-a0 GAIN I - _ i - LOGE •_ I-i-JXTAL a 'A! A_ � e6 ��' II DETAIL A `/ 46.5 T.35O I LJ�O I ' j N - -6250' - ,.350•_J t� STORM PANEL 0 END STORM PANEL 2.187' - I N, .250' 2.,87• PAWLS ENO LIP I I ,00- R a � ,75' - 750' - 1/.•.-20, 1/.,. 2.. 115• W/ r{E-HALO EDGr ` r ��.100' AE a 1.150' T-�-- 7!0' , -.L25. ss SERIES STUDVi 55. stw�mvETTD - P50•- �' .-0037 H I '�• r • To ANFIE • TO ANGLE • - , F I"L� 30OB' 1W I 2 /7' oC ,t +/7• oc ` \ _ 3.,,,. 09r 11� 1W I '093" 'I j 2 OOo' , 5D0• - -- I , - 1.500• 2 125' SEE 939' 8J8- SEE --I _7 o9J" DETAIL I 4 OENI I 0-250 2 r 25' + a 1251 I I, 25 , HEMMEDI R L D. 7 ,'r- , N _ _ ISOMETRIC VIEW DETAIL A ,� / _ 2 DDo 10. _ ,�2, op• ROUNDED CORNER O ENDS OF PANri IIA1 R END UP w( HEMMED EDGE O "h" HEADER (3 O ( ANGLE WITH STUD 4B (HATS) 4�tiEADER 4 ANGLE 4 pYS.1.R5Lb�N�G�LE��WfTH E1STU - I VARIES SEE DEI. F 11/1. A 2/1. S/16•. -OIL 10R vTL'D LOCATION AT EVERY PAAEL OVERLAP ' 000• w, W . , 25o, - 2.ow, - (8,80 2"X7"X1/4" ALUMINUM ANGLE ..344' I 1390• 1407% 061' 625' , 390- .957' 1 - H tlli C51I KEY HOLE WASHER - - 06" DOW (Wn.) - 094- GALVANIZED STEEL - - ' i -_ 375'. , +.Se•. 575•. _J 063% ' .. , tAMAC NICKEL 12•. - - li7S• PLAIED WING Nut ., ALIERNAATND-Y. SE RNC MR WIOUT MD400THC WASHER W/ ADDITIONAL • 7/r..3/32' WASHER (STAINLESS STrn M M v. PRIED sna) 37.' TYP TOP EDGE D PACE -- CI t 96'. ' 3_,4 ) I r '� y I I J t 053• ( 167,• 1.J43' R.062• ( 093' 1 r H 75" I ow- --1 .- - - 2.W0' - © "F" TRACK ANGLE _-_ 9i A. TQ , ) , ,Nl,"" ram , `yam?.-''��CENS� '. 9''' DE3 -_ `. 3is-�, -8 a1d^e r - N0. 44167 T '*. * :Oki: ENE a PANEL S -c'•, STATE OF © KEY HOLE ", Oi,- . ::4A7 FLC 1D0' . Nz AT PANEL „ s - - G._ /O -g� k _. P E 9LY/S TLMEADH,TE 374- ,., IBO'- - 10' 1�0, 6I , 9FP. I e15• 004 - - TYP ) © 3/8" "F" TRACK - 750' - t25' '.-2O RIVETED SERIES " ' s s STUD RrvtNn To I ANGLE • 12 112' OC I .500- 750- CrFLAT �LJPLATED WITH STUD FLORIDA BUILDING CODE (High Velocity Nurrlcane Zone L ­ Nc 20 GAGE GALVANIZED STEEL STORM PANEL rP owAN BT '\ TL C GLOBAL PROTECTION PRODUCTS, LLC.; °''N"'° E-T O ENE 4epR ". 51 STREET rt nsnlHo� ENoe1EERIN6 OeAIP T wall n -14 1 20-176 - Im1I..F• HW r . Lon W1-r Aloe. (n.)."_ 43, - (.54)6e4-e , oIMAv¢ U-pOM7T9 1�1r Me AYLTFR A T J•, E ,Wo:A 41l7 - - - - - - 91TI1 : a M INSTALLATION DETAILS FOR REGULAR PANELS (1) & A DO Cl FOR INSTALLATION IN POURED INTO EXISTIN POUR D CONCRETE OR CONCRETE BLOCK STRUCTURES �I4DKOR IN OR PAELMAYE rEMMF 10, (SEE s Hi i ]m„4 u VALID FOR REGULAR. � W _ AND E-Z HANG STORM PM1Il-VST114 PµEIMAR RUST M H W-A 9 (S2 SCIIEwAL ON ��99ii\\ hiRDSWt 22 4' °. )• 'ffS AVCHOWS scHEDVIF ON SHEET e i 9) SILTS a nMOUGH l - ,•,--Y. - i I - T--1 1 ,;2' i l 4 4A , — I-1 1 $ 6 T 1!.- Non r.',Rm_ aTE'° sin i I r D :4) II� I - •s, I I 4 I -) REOL'i I I- I I I! "r, I I a!* I 31 � H E.0 1 1 \ [HIV. _ �\ `. 17. , __ "a-.c L- lF•,"•`'�, Iii, N '.� ; i _ _ I tEJ 1 N I l ExISTMC POURED 1 I ; p w-I ,. aP I r v.. I� Ww i I . -1 1 CONCRETE CR I 1 j ca, .,,•, .,p. - - - _ IMP" + I ' / COMCK1 BLOCK , 1 I 1`1 I I '- REWIRED. 1 I o N 'Y _ _ _ w. _ J E' E I 1 6 ' ! 1 3 CASE A (PLANT tOe 1I' ./... r'.="1r ..F t SCALE 3/16- , H Pc I 7w" .. `ti ; I I S CASE B (PLAN) utsr"s _j (, , I , to li a IN F"�-; ; N _I //Y SCALE s/t6.,• I I 1 I T , _ FIN g�',U., It I I +ea • -222`411 --Ta'��eR :�e• ��) F aL ii+- P -1 FIT,°"HNna a4t,VM.TTDME # 1) I I '� Into PA6 nv, E 1 1 I.1 " _ .�.-m `"°1�A ' 1 N i (^ C, e.m.- L-Y-,ate - I 4 I i e "'Cr °G4 i 1 "'PET 1 I 'r Ij r ,/r 1 1 1 I I", CRP - 2_ r.R.ut oaac,l CONCRETE POl0FEO f D I ( , 1 - .FP..r 'M" 1 ' CASE C (PLAN) CASE D (PLAN} CONCRETE & I i EXISTING POURED ED -1 ) I SCALE )/16-I- _ t CONCRETE on ' SILL 6 - ' I 1 CONCAVE BLOCK ,R„fl :� • 1 REPO RED , 1 /2�(_4 - - 1 YS..3s/1 CAL.-H. LR PAIEINATT - _- 1 ' .- , ' -3/.•- -- IWIT�S• i r• nR.v 1. ^w'I Mm� ra ,TMMF ID w.0 ANEMAIE COKR[TE MCYAK-r MN - Pars OR C, IAP-OIHP W°' (SEE sacoHAE ant SEETS 5 9) COALS MOUNTING fjL) GIs a I"R°L`" ii UILDOUT MOUNTING - -_ SECTIONS 5& 6 SECTION 7 1 , Nr - SCALE 3/8­' SERF 3R B." -TIN.- o,ak w eTna,- -. _ . I -. ) EDGE OF EXISTING •NEW 1• TIDE . VARIES 1/B' E.D. - EDGE OISfANCE Onwmi- a 114GA MUM TORE DR 1. 1 (SEE SCHEDULE ON ": 8 CASE F (PLAN) MSTmc STUCCO/ PI W000 PATE SPACER I I SHEETS 8 & 9) % -- SCALE 3/,6-,• W000 SAND I ___j • NEW I• WIDE . VARIES, I/e' I I,i_ NOT_ FOa�DEla1NAT1oN of srtnoNs. / MUM. TUBE OR I' . VARIES P I WOOD PUTS SPACER , TOP & BOTTOM MOUNTINGS CAN BE BIHNO TRACk o X CONCRETE AN-VRs I COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN} - _- ISE xII['JJIS ON -I .1, I INSTALLATION SCALE 1/16-1- sr[(I s nRO,]tr R) 1 'UALK CAW N. l _--- Ea,S`'Nc PW4)ED „H a r 1��'' i[I•v -' 2� ''• FLORIDA BUILDING CODE (High Vsl2xN Hunlcone Zone -- 1YPDRETa Nt _,__ _ CONCRETE OR ancal ,VIZ I. - '� fIF ecm 1 2' Mil - i CONCRETE ELOC,. .= MLR.. IRE / d H. 9 wIAL GREATEN ' w 0eee•4 VA r uo. RFWmEo TurAs ,eHor - NO 44167 I 2- GAGE GAL NIZED STEEL STORM PANEL D,,,;; B, x` SECTION X-X _ * ; * - - -- ECIF 1/ = 9'• S tE F - .��- � � - / �, GLOBAL PROTECTION PRODUCTS, I. °'/- DETJAIL FOR SPACERS REQUIRED AT TOP O_ R z p". D �_ ^ I L E C O ENc , - 1. {, sT- RQTTOM TRACKS AD)AZEN1 TO STUCCO/WOOD BANDS ':0'[ir ••. AtO�'•',2?6'e-' n`L :i N'H10We. LN01,,."c-Mi'"M"•,PRi'.I.P- PHrnc (O.)6e°a-I ,FAAj1(-".-6r9, � 20-176 ,_11,A SS,+ •AL ",G4 H,-,.0 W4 . _,N s� _ -IIll is,cNATucroR U-0i0V`I% o I w'H. WArWG No Al N11H/N .M'RRR A. RTLLUT .... P£ , m ,>-+A 1 _ Melt s Of 7a _.- - -—..-------------___ ---_. 4.,v PRODUC I EN ALLAT ION RPPORT NO. 20-0727.02 - 2.2. TESLREPORTS; 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 AS TM STM E•330. Test reports prepared by American Testing Lab of South Florida, Report# 0814-01-01 dated 03111/02 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 sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKM-1318, dated December 1. 2010 signed and sealed by Jerry Jaciofano, P.E, as per ASTM E-8. 2.3. STR4CTURAL ENGiN_EERING CALCUI ATIQFIS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. ISISSILE IMPACT -RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4.-WIND LOADS RE I TANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10. 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175, Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thri 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. 1 �\GENSF,• i9 ,s I . a 67 Hg tt ..,. * ; * =-'• STATE OF ,:Q 1/4. 2/4, 3/4. 4/4, 5/5, 7/5. PRODUCT_)a_yALUATTONRTal PORT NO. 20-0727.02 1 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6. 13, 14. 15. 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 6. MATERIAL CHARACTERISTICS�ND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20.175. Anchor specifications shall be as indicated on sheet 1 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS A. ND-CQNDiTiONSOF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco. Inc. and signed and sealed by Walter A. 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. Tifllt, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). �A,```�E� A:.71�(/,yN,, ^'�a�`�� �CENSF''`/-fly' __ ' - ' ''X, •t-'ti,7 ,'- ,f*k..._ * I* WATILL - .-•• ODE - D•1 TILTECO ADMO1i RECORDS, P E. REPDRT.201 GLOBAL PRofkc1FJ,F(N P �SHL CQ[FS, LiTW4 GALVAM2E0 STEEL STORM PANEL \DRWG#20-175I REPORTIN20-0727.QQ,�,, �CRtgY•,.\�`L-`$ �r G '% S/OIVAL " ,AAA` 1*IW/10, 2W/10, 3W/10. 4W/10, 6/5 51i 6W/11 & 7W/11 _3' - __ ANCHORS FOR CONCRETE SEE SCKDULE ON SHEETS B III _� 9 1' WX_ " WN FOR WOOD SEE SEC7*NS ON SHEETS 10 & 11 1• MIN. -- __- _ -. { .. __ _�__ _ _ __ _ -. ____1_T _,_ T_ _1__ __ ___,. . D.M.. 2 s a r T � O O ®', ®-fl'C4-®'G — — — -- ----- -- — f_ ------------�+----�� ' ' ,• ' '� BOLTED PANELS W/ 1/14-20,1-- - - UNBDLIED PANELS 5.5. M S BOLT W/ 7/6- : 3/32- '(SEE SECTIONS AS WINGMU75 O EA. OVERLAP APPLICABLE) (SEE SECTIONS AS APPLICABLE) II D.M..®•®.�4 -q_, ,- -1- : . —, a aao — o ®+©,O.@,DID, —-----------.----- - ?. M.ANX - 1/4. 2/4. 3/4, 4/4, 5/5. 7/5. - I. MIN 2W/10, 3W/10, 4W/10, 6/5 5W/10, 6VI & 7W/11 r - N N EIETS A 9 ANCHORS OR CONCRETE SEE SCHEDULE O SN 8 - FOR WOOD SEE SECTIONS ON SHEETS Toe I, - REGULAR STORM PANELS.1.& 1A ELEVATION A T.S 2 67' IM& OVERLAP -1 04ME Vim' '•1— - - - — :/4' MAX GAP 4 {/7�� A' �/ SECTION NIS. ,/A' MR. GAP �'Ii p:7y1i, EO EO 3 ' : No = 44167 - �'° "'�°' " 20 GAGE GALVANIZED STEEL STORM PANELP m A -A; A: ''PO':, 'y,, FFS S —' ,NAF ATE ^� ,_ _ _ DRt13R,: ,• lc� - /�, 'GLOBAL PROTECTION PRODUCTS, U.C. �E C ID INC. `, .nP 5. e, S`Re ntL]1+f�Esre10 A ENOMFLMIO COMPANY COW[, R 3114 CANNA 1-1 In - OWT°ANHo. AHON"I-)ae.-)e.4, rA<.(Pa4__Iin) CA OD66)H9 "FOORw.A °�aF It .161 - tl1/6"rz'°'° 210-.176 N IUN„fAFN "m 3 INx INSTALLATION D AILS FOR REGULAR PANELS I d� (1g INTO EXISTING POURED CONCUR TE OR CONCRETE BLOCK STRUCTURES ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET B - POURED CONCRETE-QUFFED CONCRETE POURED CONCRETE TOP FOR W000 SEE SECTIONS ON SHEET 12 DR CONC'REIE BLOCK OR CONCRETE BLOCK OR CONCRETE BLDG. 3 Mo. 2 t)' 3- Ws. REQ.REC REWIRED REWIRED (SEE S tE AKHON An CNN ?.ERNE :1 IMii ,R ) ',' Wn (SEE SIF) ON CON(ME SATE LUE NS CON(SEE SCIN Ar.Cr,CRS _ e. 4. 10e4n11Rn2 _ _ SHEET 9) (SEE SCNFOL'LC CM (SEE sLNfDULE ON D.M. WD 8W04 SNFET 9) SHFP 9) , ro w a a 0 ; * _7", -11 - --TE-- ' 1 [ - -` i : sox LID I CD. ; ED l ` �i : 4. I I_/, ,�' i 3 t' , . - �' • II,/.•.-NN,' I A •FAIR. i I IA,, 4. B' - mw� W I Mu W.AA .° I •-14J ! ` DYOAN • . E , 41 • - 1 a - - m NHTEA.1 Z r fo®LKt PM I p I Orr 1 '1 '� 'i0 Al a„ FIT !n1 I�• I HenN I -In I - I Y 1 1 ;ZA I i >;. 11 1 51 � 56 �I/.-.-A.,- I )M1• I 1 �•Ic :,/N•.--101• i i or •'L' 'Si, I,/.:=,-, 16.s Bolls .'/ -`a �" Ass. awls ./ -• a 9< ,zs BIL)5 W/ �t (-1 9 i i 1 II MAIN IWx.G ,An3e3 TI0H .i 1 If .� 1'WI1"GAHMSO�Cd IN : , F �7WjC rpR3�}C[N` P ' i I E*AA Wy ' e I II toVTWLP N ,D 1 )t ImveA I I tr I - - . .J_. `- ' L__-- I + i to I I I [ - _ - - _.--.-- __EJ,s..-: aslwc i 1 SoL i I I _ , 6,E, Awa.w 3' w• r Vlz; ,. SOz wwcR - I Dr L- ws5l SO; 3• ue. DIY,.®. tB RO t17R/,2 , • MIn 'L' or • i - ;�,•, ANY I (�` WAY A I OF 1, V ANCHORS FOR CONCRETE SEE SCHEDULE ON SMEE' 9 _ T/a 1.3 J2 J, FOR WOW SEE SECTIONS ON 5HEET 12 I eE E D -- E ° REGULAR STORM PANELS ,1 & 'J (�' ELEYATION e 12 I I- SCALE 3/37'=,.11.�'Ej,R'OC. i'r __ I Ill II 11T- -50D- I I E_ - I/4' MAT GAP 2-1 , 1,4 I ,'4'4-203/4' SS BOLT H , r (MN OVERLAP 1 .iRF VALFEYJ �i W/ 7/r,1/11• WING NUT ( � / F_7 •_ ._._ _ O 12 1/2" OC CONCRETE ANCHDR5 `�[J`J��_-2q/ \_U � -/��i CON•REIE ANCHORS STAGGERED CONCRETE ANI:-M (SEE SAP CHEDOLE ON 4' MAA GAP t (SEE x+€DHAE ON W/ . 9) ( SECTION A -A (Tvo.} SHEET 9) SHEET 9) PpigfD CON,:RETF W POURED CDNf-REIF Or - dI�RIM aCONCm. •I AAEENWCIKDE BLOC,I SCA-E 3/JY-I' ;- .nRCAF DIU, RrOJWED Ow ,r DIRECT AND WALL MOUNTING DIRECT AND WALL MOUNTING QIRECT MOUNTING INSTALLATION INSTALLATION INSTALLATION SECTION 8 SECTION 9 SECTION 10 SCALE 315.1, SCALE 3/5- I' 1O'L J' N,,,aArhA,,,,, .PLEA A: not r�,,1 ... NS '• '9 ''- FLORIDA BUILDING CODE (High VelocityHurricane Zone) P]om TARN. INC. I P = 0 GAGE GALVANIZED T tl4IE FOR _GD!!@INBIIOri �SEL.TIO{ys- : : NO 44167 2STEEL STORM PANEL 1>0WN e,.: E.D. - EDGE DISTANCE * : * . s -. _ - ,- ___-_--- _ (SEE SCHEDULE ON TOP A B070M MOUNTINGS CAN BE = __ /Pro/ 0 SHEET 9) COMBINED IN ANY WAN' TO SUIT ANY ,P,- S TE �� f / IL E C O ENc. GLOBAL PROTECTION 11 stei DUCTS, U.C.LCa.n ��L F- ..F , RIOi',. It- 'Es NN:` EMI MELANO to[wAKr DMn R ]11. 20- 7 76 f+ ". RNIWPR. 1„nA (e51MPs-».S. .A (a.)ae9-a») ','/'h�AS/ NA %X ""'• (XON -G-000elIy N-1N'_,Y.'M -� DRMNHL roIr_ "" L�._ N/Mr lU4/1AR 0111 IIIIIN4^_ .NTTR A TOUR h. PL m „-,M F:NIRV •,{7 _ �,�„ _I` -A Q) 0 cn (Z ] O (D }. U (D0-CDk = CZ }A 0 Q) 0 -0 (Z U (%) = O C) Q -9 = O Q) C6 0O O -4-- 11 A E - C6 .� (1) S.- (Z) (� _ () = M Q N0 .S� U) Q rm� E Z Z W J 1t:Z 1-- LA l Fr y r -Z Le CO �1 ✓. G 0- 0, G On fO J 1 03 m O,. r G t� a 03 0 � (5 u 3 Ta: i �/ 01 l C, 7 G N O 06- - �f, J i CIO N Ca U L. L. LU G Q Z Z Q d SHEET N0, SH 1.0, Y WALL AND FLOOR MOUNTIN_�{t45TA1�LATiON_ FQ�2 ,� re, U `P-' :bAICAETE N.aeIS _ _ - --- -.. .. - a .Wo .."_ A ..." I ;� SOCOULE ei SPLIT PANED NIaIaE to 51NL1A6E DN r__A Mm e a .) ---- . 5' �._.-._.-�-.- - ". e,ir, a ..) I'- .• `N t I- Aw-r I _ \ , I- _1 1 L _ i I ' / '...�_ ,Jr-I"q •,OP • *`) T. ,-« I'• ,'--(17• ta- 6 Bm19MI - L i ..- T - I L-I.---.- COTAF'E . . 4DARD tea•, "t y fa f ® 1 .P4s-Ts IF r. teen-,p Dun t 7r 1 E �-�1)1rT \E.� ( I I ( __ -__ i IANLRr, r. - I T ^T i 2-." r 1 �4An,RN ,r„ D))+/4V uaAN ewn Y3'� 1 rr - I• -i, Y -wl ,WWrNRt ALAI Z I..� ..� I I I A/2 -___ 1' 11 I 1 (d MF R7[1,W0,/Ma/A `- 7) a/le'A tY+GiAt 4. I 1 1 APPIJ(A9lE - �: 1 I r► T); MNTE7o! -_% _I- n� I1 1 j 141 I i 1 i rcAEe NADLA I �- -- .-. iT ... I I �!_ , I I I :. • _.. rA I ELEVATION SECTI4H, X=TX 11 11a Exe1.IC 4AYi I SCALE: 1/4' = I' T SCALE: 1 1 I I DETAIL I - t.. + I ,' I ( 5511OpA1Yy PNrtA .j3-O• M.- TWWL ° ' % .m . , -._ ,.. ' I . -(_ ..-_.�IiNOM A M. FRS9M,! Mre,L 1 /f'ta ; i 1' :I M Spa 7.a w tE IQra �`�--'' ; 1 4 TWA 1 i r>Q SDrMAAA p, aAM sc N1MlY 5ralY „+/4 w/f4 W1O I.. """° I i I I .. . ewe. ii,`°3ie/` 1 i yU� - /eu-le Auor a :'u.o .r„4N°..: »`+ma`s o'eW - _ . ! 1 t i 1 I .. e eT .c. I I _ h--f4fE""'.DRONE WI rM0 A4[n 4 1 • I I1 i 1 I / _I1/4• J .� i ' •� i1Ms/.' ,;, / III Pr7a,wsaM .r7o C '• - --.:, I I I 1 1 j i I I 11 aF nlelMo+ I 1 SS. 5.LL6 W f 0.e Y�I� hifa'IT III }r-- 1 1 I i a is o.r 1/s I\� PJ-� ILL !I 1 II 1� r I I PUM, WL'-a' M. -M lur 1 • _M\_I () 1/4'. n. ea.T4 L)' • 1N9aM PA6MRE w7MQ -- 1P14WN s r•!r ? r 1 I ( or -p5D r•a. -72o we. � _ t4A:'"" A 2 11 11 T 1 1 1 .I A /2 - 1 I° I 11 1' _ 1 I ,! �11�_ ��¢ ,Nut_•f'1E.A4datSa.tD,,e(+I / oN � . > A M 1 tiY. ^.7 IM. rnP W B477u4) ® I t 2• • -- - Ii e 1 ELEVATION SECTtOi{, Y-Y SPLiT STORM PAS E ,ION + ! I i\t SCALE 1J4-_,• nRAN �.. SCAE'/---I• '� - SCALE 1/a•_,_ f1 i N l[iJd4•i 11 • i I�Mi emie M.M \\ ,5:-III 6N. coNN+ION) HMULLION 3, SCHEDULE ft-KC:vzArra (---'E �4.� Mae. NVIEION _ _-ISFOUiREn 14n. - 1 1 `- SPAN (Ft) - TUBE MULIX/N - i-"" 1 MbIaM `rAlVte.7E ,' I\ 1 - as'TfEoui sf 4 4•-a' 2' . 3' . I/e` \4°a"MrUu,NN N GGee • N I 1•--- I I Ij_L51par • 'U." .• - MMn y 4•-e• To 5-6- 2` " 1". I/B' a . „:. �!�I, ''�I'"i 1 ='ar . a .wOw15Ne. •+F, -TIP 'SUM MrIM 2• . 5• . �, ``CEN '•. %I : I%•RA[R AWMORA Y\S i S'-B' ,D e'-1D- Z 4 t11' \� SEC (sY( ,alEpitA -y� / YDiM7Np I. 3. i + - ,IN eAETs e : q - PLOT + N0.44167 = *, * • SANS VALNODFDR IAs.DRLs47NPaessuaE RAONG - r * FLORIDA BUILDING CODE 10 h Velocity Hurricane Zone irSLBE IT., •' cOl4rli5gN, WMTu0V4 SNA4. BE ORCWED .. . ll o.. aC r,P RA,ML,_EL r0 5'oRA PANELS LENcM O'•. .& 4'.� 20 GAGE GALYANIZEO STEEL STORY PANEL [ORIC p :' oRWA WI rL.[f SCALESEC/8 1 . . a4v�,. �_ SCALE sr6.,• I"''.,(`S s � ':3� /DI/7a 2. 0'�",,,MM., `GLOBAL PROTECTION PRODUCTS. LLC. Ix7E / TF co�N NOTE-, MULLION CAN ALSO 6€ INSTALLED ./0 STOP PANELS ON TOP .-"�Et DR ITmsPu sG GNAT rt Is LOCATED A7 TOP OR DO,TTNA of OPCNAN^v. '�/'t/�Zd".-tJ TUFT �TcsnN, W LkmNEiRrNo cow- °"n• rL- M:• 20-)7b / per•. N-r )m IMu°+..IPew. PrKxC t1,3.)IN-75U. (-Ael-inr (ONE PANEL OPENNO W/ TUBE TOP a BOTTOM) I MO_ PL Sf L,9 AILAE/AM1r 4-(N06: W wALI A ,KILO Jr. �7E - ONCE' 7 a 74 INSTALLATION SAILS FOR REGULAR PANELS. 1._ & INTO EXISTING WOOD STRUCTURE n CAC YaKNY • r ac.. - -. 4 _ A _ n •.' _ aAuwull RW+ noes-n M.•n .. -- r ec. n' w.. neRANP MNHiMII.I Dac+.e •rLe HLMNA I I _ 1'II �iI.4: DIM M4 MHO • r PC •/ _ ,:' MI .tT.a1.• ,• P.0 w r--� S- z'ia'w7r¢`°` u wP w1N 1n',a ,Iw v roaaMm. w I �'-' -_. /.T�/ip I Fa / '- /x• r,. nwaaP ronr,wl w PsvnO a4Y'x .T - mlA_ +amlHw�IYnnI_'�11Y `' ,p<}ya, n Iw- _:a wmeurt .. mm +I«.AIPa,.•. }- I-� -6n . I I fof Q1 ` MnY%1Ii i/L •/MnA-. MIInSMxm ' --'11aPVr MYays ♦ = I n1 :�t1C4 - n3 r:, _112', LL:� "`F` , a eP 6' 1�-t'�trn "M"•PW.No I F- _. - - .1 1 ' , f ! r I !_i ) ,_1ii2 .ear-) sir /ff I( 3, WMN �I--- s1�0iWY"u" �:- 1 I qyy -- E i....-- I 1 ,/a'.1/4- .tr. = .W- 1 I '-- . ....,// (i NW+ j' a wI'° I. m'I µNo I 1 1 Q I , y 1 I �O -' -pp 1 idN _ _ �Y u" I ' - I -FM W W r 1 eat>P�WA i - 1-- w,'��M' - fi H ! Wag WAMA€��I .aY.aH '�/� i # I E N TINT' toa/a4r j I-IS. .4. 1_i -i- a w a'�n . 1 iR I i -A' SO..DULE _. E ma We aIA4 t-i. -Fo YPNu•.NU-- I y 1 I ,S G2 I i I 4 ! aun. i I ) d i 1 WALL NOUNTiNC INSTALLATION - ALTERNATIVE 3W I y I i Ar :(� I I gI Lid 1 ` SCALE: ,/4' ' ' Fyn. . A x uF { r .�N�1'• 11In;.c .w Clam - '-•1 j q i t , _ t jj 1 l i -i n.ca I !� .I.m u�T b+ I I •Rmn.R rwA/]a moM�,�< - OUTER -OUT MOUNTING Na-Mn I,.z.rm. ,,,"pP..,.,, - r ������- f 1 A N ALH - AL1E$%1pjIYE1W i I (IIIeAo'mIm" M a�WtWln a MAn 'elrNln.r - ) '"" D"""`' rs" i - . - __ _ _�_ ,.__ C CLING & FLOOR MOUNTING F- j�l,l, i FLOOR 61 UQ HTING WALL MOUNTING INSTALLATION - ALTERNATIVE 4W INSTALLATIONS - ALTERNATIVE 5W (SECTKIN AT TOP 15 LIMITED Tc .55s 67.0 MMx. SCALE '/.• . I- TALLATIO - ALTERNATIVE I! N E 2W AS-0. DESIGN PRESSURE RATING) SCATS. Ii4' - 1' STYLE. 1/4- - I- 8,cw o. I i r.e--- WaM.a . ! -. t=-s_ .HM4s I r •�.! ___ A I ,�M'NI " J. N9m; ". sIl'/u1,FNNF,N/4 �. A. Ti(_- FLOOR MOUNTING INSTALLATION /4 SECTION 4AW 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D DESIGN LOADSA�Pr UP TO +5-.5, -12.0 e. AND PANELS LENGTH UP TO 8'-B•. 4, „••• •• ✓4I '±' •FF00- p.s 2. FOR NEW WOOD FRAME CONSTRUCTIONS WOOD MEMBERS TO BE SOUTHERN -� y>.. v,GENs � FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PINE NO 2. W/ SPECIFlC DENSITY OF 0,55 OR EQUAL - No._ .. "' `G^ Yr GAGE GALVANIZED STEEL STORM PANEL ' = A• i �20 _ z+4wn BT s--.__ r I�� r 5 ^T' o_ .OMBINAl10N Df DNS: 0 -r79;. STr, _, 1 GLOBAL a: mxa >6/ P PROTECTION PRODUCTS, LLC: PRO � IOst, _ TOP CAN BE _ -_ - j ''y'�F''- f(lr'`IF�?�`Li% :- i�i.. �I' `, iN.l rm,Ma CNaI 4� s1 aWi n wta 6r BOTTOM MOUNTINGS COMBINED IN ANY WAY TO SUR ANY y, ttS, 1 h1/L1O _ A aOMPAMT I...'�I.,Wia�,a10°io"1gr' AN. P.1 An_IVTINSTALLATION. U-o,xNT,9 PHOBIC: (seA7eeR->sss, rAlr (sssbpe-e>R7 20-176 Am r WIrINI _. _ _. _ _.. - I`/SA ft'.R DUSTER A. TIW7 A., PE rtnaaA w,a7 PP n-TM . _ - -. - _ a IME[T ro Nw n CONCRETE NY:NORS CONCWETE ."CH 15 (SEE SLFIlbULE , (SEE SCHEDULE ON__\ am 14) \\ gee, ,A) -- POTAIED GO.CRETE _ .: _J .5 - I.250- NEouRED\ 1 500' 1150' �,- III PO4REI! LmiCMiF ---- _ W �` E \ 1 �° j 1 i-SEE StrFDOLE . - :.I-5EE 5C1,m E OM-. - SNER 14 SKEET 14 C Brae p. TwN i TAL/ FOR ro. TION I NPI t CLASS wo .LM1 a EVERT b I GLASS .I7 5•w/ a EYFRi a SitA a 17 1/2' oC /��T.SRq 'el t ,/Z' O.0 TI�,.h IW/ SPE£DEt/Ns : / T , IWI lie• YM1 _`�. 5/e• - (CASE I) w (SEE DET ,/14)1 I TO a ,2 1/2. O.C- 3. UP 2/1i) I ro e IS TI2 Oc. 5 ) - I 9 1 -4 1 4 . 1 I y 'I Y 11 I, B � 1T PDIIROR GI � P t $ , i ; wom wAu REOLWD t Fi �I L I COICRf-iE ANC110R5 (SEE SCHEDULE ON WALL MV SLAB V I S,tlT et) c P0.RT1J ­tEFII /7 IAn cONSTON) 4EWD cDNCRErt M,cHnRs - ISLT SCHEDULE ON- SHEr )---E.D__ __ WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION =-SECTION 1 SCALE- 3/8' . I' - SECTICTION 32 SCALE: 1/8' - I' Y _- is S&q:-.Si.Did-e&Kl _.s.sTEL31E&Iah"kl I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS) LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TG REGUAR PANELS (W/ DR W/O REGULAR TRACKS.) 2 LIFE SAFETY STOR PANEL CONSISTS OF 0 039' GALVANIZED STEEL STORM PANEI. AS PER COMPONENT (, . SHEET 2 OF DRAWING THIS PANEL ALII ITSELF TO BE REMOVED OR INSTALLED FROM THE NSNOE OF STRUCTURE. J, LIFE SAfiTY P REOLARES TOP TRACK i0 BE CouPONENI�A BOTTOM TRACX TO "MIAIITI! at COMPONENT AS PER SHEET 2 OF THIS DRAWING. : ` F(•�...'.... COMPONENT MAY BE INSTALLED WALL OR FLOOR MOUNTED FOLLDWING SECTIONS I & -`` V 2 ON THIS SHEET, AS WELL AS DETAILS 1 A 2 ON SHEET 14. :, _Q' --`\CEN {. Iln. LENGTH FOR CAMPDNENT b 15' - NO- N AT T' M ! GIVEN N - SCH ANCHOR SPACING FOR COMPONENT ANC ,)RAGE 80 0 5 G _ O SCHEDULES 1 A 2.12 I4 - COMPONENT ® MAY BE PERMANENT OR REMOVABLE = * '• ATE - A'•. 5 SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON 54Ec 15 ' t... C . '- 6 SEE SHEET A FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE WSTALIA"ON OF 1. Is DN SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STLCCD/WOI BANDS INNN NHM _ _ fat CONCRETE ANLHU"s SEE so"Co E LW SHEET I TOR WOOD son.' SIX SEC'A2M ON SHEET 5 ` - --- 3 I. 2 A IW/15 I/A 2/4, 2A/41 3/4 « 4/4 *I, 2 & 1w/15 _ 3- M_ 1Ill 1JI l-1till_1-I\!_._.1tt 1�, 1I.1 _ ! I : _(_.4 ._ 1�1_ 1_L--i-_-.i-. l li li i11�I ��� T i �T 1 1 I 11II11T1(' �1�IivI (pq P11WE1L)I 1 ONTER0I tMIkL) 1 (AITD60R�fTl PAlE(PIMM R 1 (Db PAI� , 4; - 1-l1{ 1 i 1 1 1 I11-+ 1 11 1 I I 1 1 1 1� 1 I( 1I i I 1 1 -> i_I l t�il - _a1-141-1aN (i_1 (Ill �_ _l _�11_i I 1�.iti[I�111- ,.,�--�,1 -'1,, E j 47 DID LiUm" I{ A 2/1.) 1 0 I . (ALTpVL4TE LaG7- 1 1 �,�'� aieI!jI1{ I , 1 1 1 i II (SEE RETIES . I I Ie 7/IA) +1/41 2/4, WA, 3/4 . 4/4 I, 2 & 'I 1, 2 & iw/15 C ORNATE LOCATION -- L1N LIFE SAFETY PANEL �- AREA NI/NO (IFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE 'BELOW) 1e REGULAR PANELS W/ OR - - SAFETY PANE. --d W/O REGULAR TRACKS (SEE NOTE 1 RFLOw) • LAST PAWED (t) i0 RE INSTAIIEV AS OPTION 1 OR I S FET STORM LIFE WET, Moll, PAW` OPENND.F p� ALWA'S PRO1nOCD W/ REM HANEXE PANEL,", & 1 TO BE INSIM ;NSTOR RE VN N 'FROM D TO BE NSiAV EP OR REMovEr. FROM INEJDE � OF 5TRtgNM ELEVATION SCALE 3/37'.,' ®0-0 \w I.:{A I/.'ua.. -CIA• Mm GAP GAP 7 _ \.�N 8 +(U T RwxLS B ",N'IL".EER44aRTE LaA1K)M' YE '. . " SECTION 8-6 SCALE 3/3Y-T• .."✓' . SIF ,--. FLORIDA BUILDING CODE (High Velocity Hurricane Zone Rar * C Lam. ` -r v��a"- % III • a "U „",^ i YILISIWATUIR/M12 `1070 �' +oC (' 1�O INC . % nW TLETMOa0 EU MVA.�a4mMCOMP y .-a- DIeN nCA-0 rr t» m-Bps, " G �>006719 wATrR n. *HILT, m, ai 4,I7 20 GAGE GALVANIZED STEEL STORY PANEL O 11 GLOBAL PROTECTION PRODUCTS, LLC. .w SR ITT STREET wW[. R WT. T+NCE: (.StMAS-T545, fu 195 :1 -e7/7 a7/7e/2ota TAIL 20-176 ORA MK IM xIE713 a se _ _ _ _ - _ ._ - - -- ... _...._-,.,. l�lsXlltitlLl.11 S,D. DESIGN PRESSURE RATyNG (p aef.•) AND ORr� RE5EQNp , MAXIMUM PANEL LENGTH "L" SCHEDULE NM n - F AAr. slit A (] IMCT - SLYX [A3S$O Ma., PLN�{nt JIFNGfN RM M (RAF) (SEE SELnOMs) 1pINMJM SETA(NTIDN ro GLASS r PMIEL c4NOngn i roL'OE SECTOM nd. v licit .554, -720 1 7'-5. OR LC55 1 2 1/`' UNBOLTED I III :V 9 6 : +5e 5. -77A >T'-5' Io a=e m- -f-- 7 3/ • UNBOLTED 1 I TrINU 5 A 7 .550. ->2.0 B'-B' TO ,1' 2 W - I ,f 2 I/2- --- • TTEo e .a3.p, -4ao 12 4' (W LE55 J TJ1' 1I�UE1�} ' w"n A,FRt/�PS H e. W 6 ,G - BOLTED W/ 1/41-2DT,' S5. BLS 6 wNaAA A• (AERUP a MDlEWG1H OF PANEL MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS i g iHUAUATLM � INTO EXISTJCONCRETE & CONCRETE BLOCK STRUCTURES (MAID ONLY FOR PAIFT i,)A II^A11N6T&l TiONS AS PER SF2MSNS I ­1 7 (AIL Tik- A A M MAxAAW AS-D DESKIM PRESSURE RATING (p.a..I, MAZIMUI MMa10R5 SPACING FOR ED _ 3 U2' •- MPLIr..r TC I SECTIO.B i A MMWUY PANED Mfv COMBINATION LEXGiH '.• (R'i 1 of THEM - TAACMIN- - -Lf LAP -GAY - i- CALL - hVICAOTE FEMLLE e AA'ELMAR PLUS To OONC" -� - CONCRETE TO GOMCPETE I -CONCRETE - 19 CO.rWEtF co-mm _T'To To cowl" I 0 TO CONCRETE '- �I C* ra. N/A N/A M/A 6' N/A `' Ma• 6' N/A I �7-'--'-_ __. _.. 5' N/A NIA e_ 6• a' I A' e' 6' I (BOTTOM) p' „/A N/A N/A _ 1. N/A 6 i N/A e• - N/A z R-) -. 6• R/A NI' N/A e• N/A 5" 1 N/A 5' N/4 2 DxITT .55.5, -no C N/A N/A Myx e' ./A I' M/A 6' N/A 3 tr • lTOP) Y'-5' OR LESS OR ESs e' Y N/A ./A 6' 6• 6' 6' 6' 6' 3 Imanou) I r ,I/A N/A N/A 6' NfA A' M/A A N/A 7 RDP) e• 5' N/A N/. ,r e• B•�.1111 F a- . A T (BOTTOM) ' N/A N/A 1I ,/r . ,/•• T2 I,- a ,/.• a >/•'a I/i i e 1/4' S (TOP/BOTrOM) SEE SHEETS 13 A I! FOR AICT ° TTPF A $AAEWG FOR PS•ALUTI NTO WOOD TRAM BUILDING III 'M ANCIIOIF SPACOM AND MI'AMUM EDGE DISTANCE ARE OOKATED ON ­5 SCM41A.' 0R ED.:ESS Thal VDI mN SCHEDULE REDUCE ANm,OR SPAC„p W VULTIPLTNR PAC" SHO•", ON WC G),'LE BT THE FOLLOwRC FIKTOFS Fall R16 0KMIO. TO BE POSSIBLE, REEW'ED 5PACAIG Oe1NYEO USMO FA -TOP SIMLL NOT Be UOS TION MNaLIY pPAL7NG NDCAIE4 RR EACH -_HOC 11rIE AT BUNG RS UttND. T/41 In-. 1/4•. ,/41 /. • 1/... Alellil TYPE >AFC6w C, TAT•-w AYNIcai.) .k,iai - --,. touk-en •_- oAAw,w (n) 3 3 - AWJL Eo DIN ONKC FA ML _ 71Ir _-. ). _ i_ IIa-. -__ , g?� A:T1([iA''y d•N �� ,......,,A 3, ' ,ICENS, •. No 4167 * :. ..I. S[AL/SKNAIL$/DIE FLORIDA BUILDING CODE (High Velocity Hurricane Zone U= 117100. ".L. 20 GAGE GALVANIZED STEEL STORM PANEL. Dawn N• L GLOBAL PROTECTION PRODUCTS, LLC. 4 s. ST sr"On C-C. 1 3"' PNNVNE (A54)M-t5.a. 1. CASSIA.-17.T °' DATE .o • cNmNEcwWD eoM.Axi pl2 w.N+anseoa A vI 1-1- . Tmt) n1 ,n1 'iM_=19 I A. MILLI Y P.E ,t. Jr a,ie> 20-176 DRWIWG w Y TI-,at - fTIEEr 1 m zE 1/.• 10, . s/e' LM1G BRASS DLAn4NL W/ INSTALLATION DETAILS FOR REGULAR PANELS 1s do I'1�i /41_2OWT S Ms 5' I 1/4• D.L. 4* S w 7r) S-0' ANO b /.' D.C. INL EXISTING WOOD STRUCTURES MAI L NDTHs -.� '1 FAN IE.GMS UP TO a-e• MP- N� �7.-,0 PANE3YA7E FEMME ID OR PANEUMTC PLUS O 12 Y o. `1 eTi11 1 I 'I Min / - -1- T- -' PENFTRAr1oN TD HEADER cOR AU LTKCnNS IA PC e'-a' Y0. ( 1141 TAG SOREiS • .' O C WJ I Y : i i -T- I' 1 a'°HPU[ M m 1 - ' _ ,� ; > -, - _- J) �-•, , Ne. AM(iI Tips yn�[ �w I Eoi }�- -i I i 11 • + ' 1 I i ,/r I _._ _ EOI } 1_-_ 1 N - EO �\ 6r, I 'I I i w � rl_ �4y )Imo Halwt -+ I I.E.-M 1 ,� - I I 5 U� -r =[a�A,raA`�' I 1 i A t 9 ,tow woDOl i , T i I 1 - I (1) .WGfmL :* I A[w�OWKDIww �A Iy'A- '-y i- y i 9 ALTERNATIVE 1 W d(I RNATIVE 2W I - I .___-_i SCNI _,.. SCALE 3/8-1- I R I i I SEE SCH- PN LIFAT p 1 1 SEX S.w a . Wt RN[E7 e I - raR M10 10 CLASS S LASS CN I '' / f tt 1 FOR 1An. - I` o� I f1/4 Ti- WJJ1l e { I szo 11, I �j 1 I EDi 7L7- �4, _.. _ I [`IO . EO• --T-- 1 H J I EO I P I•- i11 I J E0 EO; . YI '. -. .- - i - 1 V2' . I 0 EI I = . L---_-�'..,I I _. - -- - -- - _ r i a[cuMEe 1/.' 10.. 5/r LONG aws BUSTOaG --w/I/•'•-2O+2-SS. MS ee I/•-0C L 1 D-210I ss. MNY.141"I ( " °UIrz .._- M�P�I I I-_-__ FOR PANEL LGMGR ev ro 5'-D' AND p j � ikn .IR N •, r o _. I.- 0,C FOR LENGTHS UP TO e' - MN GR i14-TO PAYELAAR FONLE 0 OR I PAMELMA [ PLUS e v ,/r o. c wm I - /2• WA 1PLUS D 2 1/2-NDN A: 1 I � I/• eDl1R e r O.c w , !/2' NA „ATrADm rIa'e , ALTERNATIVE 3W ALTERNATIVE 4W ,I \M1DWWTYI Or CAST" wow PLATE FDM 2•rs' PLATE • ,;A W ow"t SCALE !/P-'. ° AA :, 9 ALL LENGTHS UP TO W-e' M•F REOJRED I i -__ _ ALTE NATIYE CONDITIONS A WOOD FEE ANCHOR LOCATIONS I DIRECT mOUNjW9 INSTALLATION _ NOTE S4UTIER IRAE:NS NOr $WOWS FOP fIAfi RY ALTERHATY! E OW SCALE S/A." ALTERNATIVE 7W SEAL 3/e-T NOTES- , 4AA,00H ......Np ti((,A,i![(/,-'ra FOR �. ✓, � '•'? ''' 1. INSTALLATIONS ARE ONLY VALID BUILDINGS WITH AS.G DESIGN LOADS UP TO .55.5. -720 PSF AND PANEL'S LENGTH UP TO 8'-8' .`�� ?- .'' ,-,C,ENse I,. fLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 16 •..k Pmoo 'lTECO-°+c rP PINE N0. 2. W/ SPECIrIC DENSITY OF 06S OR EQUAL No. i i 20 GAGE GALVANIZED STEEL STORM PANEL DR-- IT NOTE FGR cDMrINAn0 G�S� �; = t: •. ST E OF �--.'# - . � GLOBAL PROTECTION PRODUCTS. LLC. m/a/2OTo rft, � ': 'P •• F §' ( t 0 ,.�Y�"N� '� C. \ Nebo III, sT S7.EET TOP A BOTTOM MOUNTINGS CAN BE 'y `'F '' r fSS(• 'A �•', rIWF rESnNO t EN01N[dwNO COWANY ]NINE. n ]]]I+ Im !-XI&P-ehil 20-176 COMBINED IN ANY WAY -0 SUP ANY INSTALLATION '" /rrh11NNN ,A"" 1•'t,K '�ei" �'.I".1 G-`CQOTI v- a.. wal�(�rNe9- , DIU MNC . N1111H E AAJsaU14AR/pIMTE ,ILP I., 01I.I. _ - Rftp, .. 5 (1 S i-' X - __ A, -D. 1/2' - ! __AT STUDS O EVERY OVERLAP (12 ,/2` OC) TO HOLD PANEL }- I! rl_ i I1 1 1�1 I ) I I tNs) 1/4' SEE SEE INTERIOR PANEL ENO PANEL I (/B'\ 'f SEFEDULE 11 SCHEDULE III laAl OR (/ •- !' - T(1R Mm. -- FOR Me.. I--3' -. OR DIRECT MOUNT AMCi� ANCHOR SPA SPACING I* _3 -3' Min DETAIL -Ls WAIL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SCALE. 3/16- - I - ,MAXIMUM A.S.D. DESIGN PRESSURERALII .31f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT 8 FOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES 5Q11EDQU Ar ' L9+W:. TEAL.-NOUN-C.ONO!', OQ*6-IOP__A.BQTMM_YI._ LO.. •. 3. !_2'. ' 1 r1 ALTERNATE /, "I STUDS o1.11;EMERY t\IJ}-:� OVER AP ro HOLD PANEL vs. Mn (CASE ) I 3' Wn (CASE 0) I S 8 LOCATION i AT END PANEL �_-/)� 1 I, ' �j- _1_ _ I I _ l � aI_ I�� ►T 1 I! I i 1 �� I I I I-� i ` ` 1 1 I 1` I I \ I I I 11 4 I-_ •-- FMTERIOP. PANEL i- END PANEL 4A OR , B _ SCHEsC ' Sc GULF I. _ 02 FOR -- 02 FOR - 3• MaF ANCHOR 4a-. ANCHOP SPAGNG SPACING 3' Yin -- DETAIL 2 ; FLOOR MOUNTING INSTALLiLTION (APPUCA_LE. TO SCHEDULE} SCALE: 3/18 - I' MAXIMUM A.S.D.DESIGiPRESSURE RATING f) AND CORRESPOdpiNG MAXIMUM PANEL LENGTH "L" SCHEDULE :A.PPLLLABLE.ONLY TSL3E+iMN5..I...Cj-.:NDI AFT -f"4-WT.-SIY.iTT3)ORM.P..NiL- SYSTS(L➢TL_S)fEE+ T3-- MAnMUM ASD DES, PRERATAFTO S.RE, I. -CON U TAI-ffAP CAMI FAMDU T4 FEMRt 0 PWW.T ELE ." APPIXAILE 10 st ma" e A o Tgp THEM 4.MWU4 PAIL. LFNOIH i lM-I - t0 E To cowcwm Y "I'll, TO 1TOM BOO TE'UDCX 1CONCAETE C cc, Am To �"F I COC. NCREIF' i TO LOCK 6' N/A N/A, -}--"9• N/A 6' N/A 6' N/A 6' N/A I A 2 (TOP) - +55.0 -72.0 9' 7• 9' 9• B` 9• 9` 9' 9' , (BOTTOM) 5'-0' - LESS 6' NA NA / / NA / 6' N 6• N/ A 6• A 1 A 2 (TOP) +55A -72.0 R' S' 9' H' 9• ) t/2' 1/ D' B' I 9' 9` 9 1 (BOTTOM) - Y_G' TO r-6' .55.0 -72.0 6' N/A N/A ' N/A 6' 1 N/A 6' N/A 6' TO 9' <• 9' 6- I B' I 6' 1 6' B' 6" 6'1 t (BOTTOM) B'-8' 5CKD,_. If 2 Ili AT, FLOOR MD 1_.CST. ffIQb6 ALBDTTOMJIIN NMPAIN ASD DES" PRE59•IRE "Alm I e.F� ra I (SKID If s/e• ten. FROM TOP OF MANE) TARCD71 W I Mfi e r I". IBM RIP OF AMQUO APPLICABLE TO SECTIONS # A NY CDMBINATIO OF MEIN MA OMUM PANEL LENGTH -L' (ft.) - Tno IA - ro 11 G .49.2 -61.5 3' 3" 4 1/2' 4 1/2' 2 (BOTTOM) 7--6. OR LESS .528 -560 3' 3' 4' 4' 2 (BOTTOM) 7•-6. OR LESS .550 -72.0 2 1/2• 2 1/2• 4 3 1/2- 2 (BOTTOM) 7'-6' OR LESS .55,0 -72O 2 1/2' 2 1/2- N/A N/A 2 (BOTTOM) 7'-6- TO W-0' .55-0 -72.0 N/A N/A 3' 3' 2 (BDRDMI T'-6' TO 8•-6' NIA1.AnN ASD. raYNM 1 IUr INSET LE71e Nra'bSV.[ AMUFF H 1' CAI (I ! (SFi SEtO1MS) INY4wuw PMrd ld , AR cONonIDN •5 O. -TS.a I .'-4' ay.. MipL7TD SEE SHEET 15 top ANCHORS TYPE a SPACLNG FOR WIVALLAWKS INTO WOOD FRAM NG BUILD AI WNIMUT CHOR SPAC-06 ANO MWWUr EDGE USIA M-E ARE 'ED ON 74R5 sCKUTLE. NIA CD LEFT TWIN INDICATED ON 5 EDU,E REDUCE ANCHOR SPACING BY MTF TTPLT„S. SPACNG SHgNM o.M SCHEDULE BY THE RYLGWAIG fA fT FOR NIS rPCMTIOFI 10 K POSSILL REDUCED SPICING ORTAWED USrNG FACTOR SIW,U III K LESS FT- v.mwu SPACING ND1G.rM toll EACH ANCHOR TYPE Ar ANCHORS LEGEND. ,./.•. 1/4D 1/1•. I/.,. 1/.•. WIVIN! TYR F.P.O. or MP-0NP = 1'AI' TE GLA-N le. ANCNa IPIONC IMP) 3 a I 3 2 ,R •lOYPlnnq K •:•-Ir 3 J- 3 _ S ev Awl - RUFA 00 -- ) -- "--3 ---- 3 In 3 In - 1a711a EA am oINMCO PFCNR -- -_- a ,/Y _ _ - W - - - y1• - - - - 1 m -_. -Mao -PAPI. R: TI(1 j. ✓ y�:- ti\GENSr.i7 No. 44167 = * • * • y - �-ram 2 q S . F r. o. '. O ���0`R� t� r•�` r / P.E SE-/SARNINRE/Wt FLORIDA BUILDING CODE High Velocity Hurricane Zone) P2o2o 7L7Eca. INc 20 GAGE GALVANIZED STEEL STORM PANEL rP _ DRAINS IT, � GLOBAL PROTECTION PRODUCTS, LLC. p7I� 20 LIE CO... \ .eb4 se 5, MIA,(, Ro 6 E cowANY DALTE, rt. wl. s I.wA MAR"tM n Mw RRNaIM- iR5.7mA->p.s FAT. t.54)eeo-.n7 20-176 G-a7 ".I'll ORMeNo Ne ',TER A TAUT dr.. 5 E MP n-I» flM[I „ m 2e MAXIMUM A.S.D. DESIGN PRESSURE RATING (QLjj.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEIULE FOR REGULAR STORM PANELS :1 � ,� INSTALLATIONS INTO EXISTING CONCRETE do CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS (1)A . INSTALLA71ONS AS PER SECTIONS I THRU 10. ON SHEETS 4. 5 A 61 AMxN MAxAM Ax cam SPICING FLY, CD. 3 I z• - ES nSD. DES"TAPLCRi a LAP-CRPi CAk-1N PA,CLIMTE fLMN.F ,P PWTEWATE PLUS - 901N) sLT APPLXAB,.E 10 ST, PANEL PRESSURE AIATITIC (a. 1.) TO CONCAtT6 TO caNLRna BLOCK 7O CONCRETE TO CONCRETE @L4C,t To CONCRETE TD CONCRETE I aDLxI TD CrINtlMTE I ro . LagBF7E BU.OGI To CO. I. TO CONCRETE Oat TO CONNCRETE t0 I CONCRETE altWr ANY GOM6WATIoM ca Or DIEN aNc,HN tENGD. In.) 6' N/A N/A N/A I 6• N/A 6- N/A 6' N/A N/A N/A T (TOP) S. 4- N/A N/A 6' 6' W I 8' 6' B' N/A I N/A 1 (BOTTOM) 6' µ/A N/A 1 N/A 6' N/A 6' N/A 6' : bN/A N/A N/A 2 (TOP) 6- N/A N/A N/A 6" N/A 5- N/A 1 5' 1 N/A N/A N/A 2 (BEITTOM) +55.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A 6- N/A N/A N/A 3 A 4 (TOP) - >7,-5- To W-8- OR. LESS ._.-_ _ 6- ___ 1 4• N/A N/A �_ - 6- I 6- 6' 6' 6. 6• N/A N/A 3 (BOTTOM) 6' N/A MIA N/A hJA r,/A '- 5 1/♦' 6. N/A 6' N/A 6' I N/A N/A N/A 7 (TOP) e"-� 4' 6' , e' 6' 6` 1 6 I/ -- 6 ;4' 6' i 6- }- d N//AA A & 7 (BOTTOM) N/A N/A 17 1/2' 6 1/4- 6 1/4• 1 6 1/4- N/A I N/A 5 (TOP/BOTTOM) +50.0, -53.3 N/A N/A 1 12 . , 1/4" 12 /2- 1 6 1/4- 6 I/4' 6 1/4 6 114' ! 6 1/4- N/A N/n 6 (TOP/BOTTOM) 8'-B' TO ll•-2- >55.0. -72.0 N/A N/A 6 1/r;iA 64• 1/4- N/A 6 1/4' -' 6 1/4- 6 I/A- 1 E I/4' N/A 1 MIA 6 (TOP/BOTTOM) 8'-8" TO 11'-2' +43.8, -+18.D N/A 1 N/A N/A '.JAI -T . N/A N/A �_ N/A N/A N/A N/A 6 '/4 6 1/4' 6 1/4' 6 1/4- S. 9• TO (TOP) 8' - 4` _._.._ N/A N/A .._N.- NfA 1 N/A -1- ...._,_}-___ B- 6' _- __ 6 7/4` d 1/4" _ 8 (60TT0M) OR LESS 6' 4' N/A N/A N/A N/A N/A NN/�A 6' 6- •_ 6 1/4' L •/4- 6 1/4' 9 (BOTTOM) 12'-A' OR LESS N/A i N/A N/A N/A N/A N/A ''I N/A I (i/A 6 1/4• 6 1/4' 10 (BOTTOM) SEE SHEETS 10, 11 AND 12 FOR ANHHORS TYPE a SPICING FOR INSTALLATIONS INTO WOOD FRAME DUILom WNAUN ANCHOR SPACINGS AAA: WN,MUM EDGE DSTANU ARE INDICATED ON THIS SCHEDULE MR CO. LESS THAN TMOrAIED ON SCHEDULE REDUCE ANCHOR SPACRTC• BY MULTIPLVUD SPACING SHOWN ON SCHEDULE B, THE 1OLLUWNG FACTFOR THIS OPERATION r4 BE POSSIBLE. R€DUCEC SPICNG OBTAINED USWC rACTOR SHA(.L NOT- BE (LESS THAN WNUUM SPALANG INDICA70 MR EACH ANCHOR TYPE .1 ANCHORS LEOENO. AIom Tm MI !! !'A (MI,) I/4•. NACOM 1/4'. a1W-DIP 1/."I iMMIIAM`R I/41 M16Y{iE 1/4'W a"- '/.-. .WLC - sip 3 ] 3 3 2 1/2 I ..-PA cW.P•M 0A•I tt.P. MenN C �Irt 6P) 3.- _ I - - 1 3 --3 ] - ] in _-] 3 ,/7 ] 1 fY ] I/7 ,BMA EA (Em[ oMTNCq F A C T C N 2 /2. H__ --- - _ __- _ ,OO _ --, - _ - _IF" _ -__-_. DP- -.__- - s IR- __- - ____ t0O - IOF -� m - R A TI �4 A,, '�� 1. i �P'' \10EHs� •.gyp%, NO. 4167 -� #: t * -: t _C57 E .-- ID. Fo " SEAL/9a44PUREAlk"t mote `L_nw. t c 20 GAGE GALVANIZED STEEL STORY PANEL I _rP­ GLUVAL PROTECTION PRODUCTS, LLC. 01 L E� C 7 •ILO S.W. 51 s"I GYW- R 333I+ D)7' 1NOwe E ,NG COMP.NY 20-t76 .i..:, wl.A.o�awMnrL1_.n. CA-0000•9 PTo"E. (w)(IM-1-. I. (_Aito-.»7 OMe1b UP • T2.OET 4 m N LLiCRMAw IaiA> INSTALLATION DETAIL FOR REGULAR PANELS 1_&__1_4 INTO EXISTING WOOD STRUCTURES 1 �r,4-10 PANEl1MTE PLUS i,4-10 PMIEL"I PLUS I i1A-TO PANELMATE PLUS 4 ) 1 4' - W 1 7- el 6 . W 7 1 .' 9 6 / D,C B O C Je 16 O.C. W, 7/8- 1 TITH R T j I .RA QN 1G n0 D HR THREADED PENETRATION REARED PENE1'RA WQOn H A:,_L ENDED PENEIR/•ODIL •0 E EXISTING YNDOD HEADER !"- I EXISTING WDDO HEADER REWRE'D - � CxISTNC WOOD HEA.^.ER ._i _ - - j - y, i 1 !�-'^,-� )J/Y..ti)32' - 7/ellali R' 'f.- FJ.'..Jr'!r - N�IG ,AI a INK NUr a w,rG MR e i 1# ENT' •S1W B ;I CTICe, 6TW e I , SN° e WOOD HEAiUF11 2 1 Wow HEADER _ 2• REQUIRED W. t REOUIREI, j Mn i M- __ �� - L_--1. j _ ____ � 1' T -. -- i .Z, - . t L4 _� . I SST SmeDNLE ON Y u I uut ScaWDUL, ON I SIT St1®UUE oN � I I SHFF1 6 I P, U, a S,[P e r5R MM. SEPARA (DR MIN %PAM,XN- - Iw Wn. SEPAMTION TO aim I I To GU aTE ,D GLASS. NP.. PANEL LENCT - IAT. PANEL `EN,- - - NP. PAARL LENGT71 I/.1-}4>I' SS ( (SEE N(11E I) r/.'. 1pA 1' S5 is NOT. 1, ! 1/.•,TON,-SIL 1 (SEE NOTE 1) Ye. WJ )II1 a ' J 1111 ' ' - W 7Ir1 , - JM�S. w/ 1/e'. - ,!�..� 3[V aYFAPLM - ; I I s INE"xwPTIG OP M i _. a Mfi O14RAP ' y I �. , , , I f i 507E 'I - ! 501[ . _ _ - )� OF A I OF r ;. t MAX MAx • I MMAA I t.`�_ 1 1 ,II vNT _. - I7 s'I.3n2' /e'r.J/!T I .•• I s u 5 w� ----•- - 11i(M:.T e - -T'- WING NUt wMNER __ _ FIND ]If 1.CAMR );no e. l e 7 T/7` O c I 1 ACC ,wL S ,-Y ac rO. I>.I' 6 V4. DC E° > �-N- EO - �FL_- 1 1 ED ._-. _ 1 U x `T-- -s I CO ! - . e IJG SCREWS 2'.4' WOOD PUTS 2'-4' WOOD PATE - T.4 ": PLATE -! _ WIT. THREADED REWIRED r a -ILA FANEL'MATE PLUS REQUIRED 11 RECJ.., �-I ! PENETRATION AT 7 6 DE EN W/ , 0 I G.Nt. 410,YgTH OF PLATE .,3 WIT PENETRATION 6 1/4•. � SCREWS e MID YLDM OF f4A1E E' D.C. STAGGERED W/ 1 STUD W , 1/2- Wk DIRECT MOUNTING INSTALLATION THREADED . OF PLATE i ''III' Al ufOWDTH GF PLATE � ALIC ,LYE A DIRECT MOUNI_j WALL MOUNTING INSTALLATION DIRLCT_MOUNT / WALE MOUNTING INSTALLATION "-E ',F." AL?ERNA7IVE 9W �jERNATiVE 10W SCALF 3/8-I• SCALE 3/5-1- NOTE : 1. INSTALLATIONS FOR ALTERNATIVES SW. 9W A TOW ONLY VALID FOR tl,llll 10#11",, BUILDINGS WITH AS.D DESIGN LOADS VP 10 +416. -0.0 P."I AND •-4' p,tAt P [ N * P / T M P TO 12 ANEL'E LENGTH FRAME 2. FOR NEW WOOD FRAM[ CONSiRUCt10N: WOOD MEMBERS TO BE SOUTHERN ..` •t.. . '�����''� PINE NO. 2, W/ SPECIFIC DENSm or 0 55 Oa EOU.4- �- P�';••'• GEMS a �: F FLORIDA BUILDING CODE (High VelocityHurricane Zone NOTE FOR CQYBENATit]N OF SFCTION< = No. 41 1..* a : n�' - L 20 GAGE GALVANIZED STEEL STORM PANEL o -eF TOP A BOTTOM Itq N-QGS CAN BE - * '• % q'. S � "�-%••+ � � �0 1 'GLOBAL PROTECTION PRODUCTS, LLC. m/s/Amo COMBINED IN ANY WAY TO SET ANY INSTALLATION, ':,9�., F( R10'F I�. A j _ ; j INt�, "m S.W. 5, $TIW pAft_ ♦i, ' • j TIER 1� Mr E----I- COMPANY 1 D11AE, R .Sill - 20 t76 °'rq SST( NAIL �'a ;: -- w. ' .+,�.Ml.U.- rulrl P,@�tBS.KeB -T5+6. FAIL tss.)ae-a>B7 14TI'llr tt1A.N17 w MEAL/NWRIEJOATE wA. - .lar r � OODp)16 4W..I. WALLED A -ALP N+.. P.[ m „_„+ , D.AWYrp An om 11 OF to _ INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM V.,. U i - • b' °` N' INTO EXISTING WOOD STRUCTURES II T tlx MP. 1KQGTO HEADER iD pT!S7.Y• w(K,G INE.pER I--- -- I R I 11 a Rg I 11 4 P-- :Z' EOM-_IED _ I I, I-� EOi -i OR E0. -- r toi E01 i - ♦. 1 I I I 1 �--(- i u." w ! REwECLIP I 1 WMG•W3.'/42 EAR - /�iI -/C ---VITI�i I STDa1"/` °` � ALTERNATIVE 1 ALTERNATIVE T'ws) (_i'TO , {wiz ,J, --O ;- Ipp 1 ISEPPAiAATgN •.1_1 ro GLASS r _ 1 _ r-.. _r.-.-T Eu' (I ED, - . I o. cc 'y.j I I EO' _. T 1 I WC[K7 ,," A 11 NFOUM p `^ � j ; � RwE��IREb rz i �.- j . _ _ , 1 __- - If _- , 8 ALTERNATIVE ALTERNATIVE 4 2'14' PLArT LAO I RE041RE0 -' READER 'EME'NRATCN OR ' in, 1 ., .5/e• LmNO 6RA55 BUS'" w/ ".-:_;; OAA£UMR FF)MLED0 op ALTERNATIVE WOOD FRAME CON DITION5_&_ANCHOR LOCATIONS PAMA'LMMTE P,SNS IF e' Oc IF/ 1 1/7• - "SAO D PEN(TMTIWU TO CUST.4 WOOD SCALE 3/A- . 1 PLATE NOTE SH m" FRACAS NCI .KTW`1 10R VLAATT'r WALL MOUNTING INSTALLATION "I'lp T.NAL,% ALTERNATIVE 1 W 'A -` "•. T✓9 scrLE. 3/e• _ , `_� :. \CENSIC s NO I 7 FLORIDA BUILDING CODE (High Yelocity HurrIcon* Zone a i a1O7a TFL CO. •Y. 20 GAGE GALVANIZED STEEL STORM PANEL rP OAAM, ., ' SmIFi z it i � STi E QT -.- /' W = I- e7'Velo DATE I INSTNyAT04S ARE C 1 VIVA FOR BUILDINGS WITH AS O. DESIGN LOA. S IA TO •O'' 455.5. -7z.o RM AND PANEL'S LENGTH tm TO e'-e•. S�90F. F( R(0 E - '-'- , \ i �' /I► � GLOBAL PROTECTION PRODUCTS, I.I.C. 2 FOR NEW AWD FRAME COWSTRUC- ' WOOD MEMBERS IC BE SOUTHERN P" N.. 2, W/ SPECIFIC DENSITY M 0.55 DR EQUAL I FsSi6 �-`"_ .. mot,,- �' f �"- ,Ar"" '�� O (NC. �\ 1ELn I `DOA I M. 3).3'.n "... I ..AI. IaHHMM" / - TESTING a rNAIMECR,NO COMPANY a .. Asms Mrltwt�RM41m �iNIN PITON" (454)6•e-IN5. FAT.. (ES.�_finl Ir,N i+m) "I I I 20-176 PE SENT/SEWT`NREIMIE _--. MN Te Coal. nT� Pr !*i S"-ra mi I" !7m _ IAMWWG w -•--A Cn _0O Ca N -I..' U_ L O 0 O (1) Q co -0 0- 0) U - -- N O O .- = N /�0 O�A;- LL /V `V 0 rz � O /\-_ /0- 1� .� �/'-/'� VJ cc �-� 0 c3 o •- �9 67 � r/ �__ -0 .6 C: f,, v c-L - L"- �. �� -;�, to .r- -z; l d d Ca- CD " G .:T- . GO J : A Iy I vC_ a:,f0 7 7' a� :• o s C �� W 0 0 C_ -+--a +-a CIO O U) CL 0_ C' 0 Z3 m 0 L_ 0- Ura) m L. V / m LcI C Q z z a _j n SHEET NO. SH 1.1 - ANG,ORS (SEE SECTIONS ON SHEETS 17, 18. 19 a 20) - .- AAAX �3A/17, 4A/I7, 5A/14 48/17. 58/uL _a" LEAx- _' MIN NW/19, 7AW/19 t 6AW/2D ro,3B/t7, e9W/19, 7BW/le A 6Bw/20 1' MM. D.M. 4.i------ i - -- - ---- - ------] O I O O O O O O j `- I-... _ ___ _________ ; - - __.-- -------- . 1 I I I , I ``11 IO CA (D (-) l,T.�' LJ oR NEBULA. vDRJ PWL -i--^ ! LITE WI. STYA I` 4 i WET_ STrIN, UNTO _ A I - .� - •f - -{I-�1 'L -. A NA% ...,, .i, I .. 3G I' S.S. YS ' .INc Nun MASHER Ar I '0' ! mn ./1A... ]/M• _,e.I .. . - PANEL LENGTH I� (SEE SCHEDULE) MAUP F." I I I, G I I I I . ..... _._. _- _... .. . !, I I .. - LGG710M . L6L SMEIv JRILRAND BorloN toRAEAs ... . _.. ... L, 6_ 4�.� - - D.Y.. ® o, 6A _ _- - ---- -- __ - `-� �.MAX wNA' WAG - A LE71 . - EWa - 3A/17, AA/17. 5q/la 30/17. 48/17. 58/16, EXTERIOR `'I►ww/ta. 3- 1:AX. 1' MN MW/19. 7AW/19 a YW/2o 78W/19 a eew/20 T' YIN - ANCHORS tSEE SECTTCNE ON S�EE'S 17, 18, lS Y 201 - OPTION �j2 FOR LIFE SAFETY STORM PANEL 1 ELEVATION SCALE 2/ 16'-" a .A. 4N 1 : °P - IABLM . ,no f Y.LCI] - 11, °.� _ R s.rElY ] I :'" Q-1 .,. � � - - - ­ - ­­ __--, yr „ W wP O ETA• ------. - .. - -- - - SECTION A -A ,...A 3!,6'-,. N,uulnn, MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND ,"Wl0. il(�/T'A,", C�RESPONDING_MAXIMUM PANEL LENGTH L" SCHEDULE ell �.'1' ENS`--'fl \ No. 44157 = :*= *: * MAXIMUM A.S,D Mo.. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (fl.) TO GLASS CONDITION RATING (P. S_L) I (SEE SECTIONS) 455.0, -72.0 8'-B'-`----- � 2 3/4" UNBOLTED - FLORIDA BUILDING CODE (H! h Velocity Hurricane Zon c2ox nlcco. W.c %OTO GAGE GALVANIZED STEEL STORM PANEL DR+a e _ i r �, GL08AL PROTECTION PRODUCTS, LLD. wrz ���7� L ILNC. 1 MW SW 5, STREET / •( "AG- """ "o'"..` [HOINRRINO COYPANV wNE• TL I'll ,m,.AXW.NmoA r,. NA,DHE (es•)WER_,54s.'. ,_IWB-A.1 20-176 I.,,,. i+Nei'",-IM, . fsN , DeNr'.D Ne .[ SCAL/SPMnNLJDArz w-CO067,e ."TER A nun A.. P,E - - INIT" . or 1 - INSIA IION DETAILS FOR - OPTION- #2 FOR UFE SAE �TOLiM PA_ NEL_ SYSTEM INTO EXISTING Wl UCTU_8f5 I I �,. --- I W000 MFX)ER I� _- _. - HEADER NOTE:, HGADER `a- I WOOD HEADED I REOUMFD I PE:' REWRED - AEWWED r -- - --)--- •' ,/.'. TAPFAN O 6' 0.0 )` 1/.'. TAPCGN O 6' 0-[ I I- ,/4.0 ,A'CON 0 6. OC -- ' _ 1/.'r TAPCON O 6- OC W/1 1/2- .0, ZIZED W'/I ,12' YM MrB4LDEf. W/I 112' MN. THREAOEC W/I 1/r MN. THREADED PENETPAl10N Al YNCIXI I PENETRATION AT WOOD PENETRATION AT WOO` PENETRATION AT WOOD i:� HEADER I i l,' HEADER HEADER ( HEADER ,,L_ �,,,y,_ I F, a-T F'^-'=P^- '1/2- ./a- ! 1/4. -I r-a".',- Y' '117- I/.. I I i/2. 1/: ' YP. 1 , . I I Y. - _. 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TAPCON • 6' C.C_1/ (STAGGERED, W/ STUD) i .1, ,/2. */ STUD) PENEIVTOM AT JIDWI`READTH I W/1 1 110N AT MOw1OI. W THREADED I : PCNEiMTDH AT ,AORIOTM JON THREADED OF PULE OF PLATE a PURE , _ f WOOD PLATE 2'.4'WWO(k PLATE BELL,CO wo0o Pun 2-n- Too PurE WALL MOUNTING INSTALLATION WALL MOUNTING (INSTALLATION REWNED RFOVIREO WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ALTERNATIVE 7AW O REGULAR PANEL ALTERNATIYE 7BW ALTERNATIVE SAW ALTERNATIVE 6BW SCAT 3/6'-'' 4 LIFE SAFETY PANEL 3,16'. .. O REGULAR PANEL O LIFE SAFETY PANEL HITf.MA,,, SCALE 3/a'- I" SFA'_E 3/e'-" � P P_•• Q/l%',,, Lam. re 11_ �\CENSf' ... FLORIDA BUILDING CODE (High VelocityHut Icons Zone I INS? LA`ONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LAMS uP TO ,55.5. -lac PST AND PANELS LENGTH w TD s-e- BY N0. 4F;1�04�! * c1020 A1RC , He 20 GAGE GALVANIZED STEEL STORM PANEL TP 2 FOR NEW WOW FAME CONSTRUCTION W°DO MEMBLNs 70 BE SOUTHERN 2 Z - PAArN PRE No 2. w/ sxccK DENSITY OF o.55 oR [OUY = N T-i'- /r GLOBAL PROTECTION PRODUCTS. LLC. ".R' o • F - ; IL E C O E6It., N«A Sr S, S11EC, '`/11 ^ • (4 i ce' roan TQr,Nc . ENm�RMo CoMPM Y oMYL. IL ]3]1.F3Sj I` ' ' m'o`,Ams m- "KKe (es)en-» a ro osx® a»7 20-176 0 G-0006)Ie"� MIM,NL Nv"T7NNH1NYAL/yO,M,URE/w,E :A4,Ep A nllT 1., PC - y1R, 'A OI 26 COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-1') 591• _ 15. Ise- (TOTAL WIDTH) - - - 250'. - 12 500• (ETTECDVE WIDTH; - I , -b 1/4- - - I 1 35C- - I =* - - 1 350' - ` `500' ' A 2S0' .4" I 2. 1 _ 1' J�``�' .' S0( t - - " MN TICK •`- HEMMED ' I r SA - 2 e57' D.Dae '� j GLVAN4QE0 STEEL �� .- EDG[ Q\05 2 090 25P': �. 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Q REVERSED "U" TRACK 12, 2 «� - I - y' Ma, I (8) 2"x5"(MGK ALUM. ANGLE iLORIDA BUILDING CODE (High Velocity Hurricane Zone i 20 GAGE GALVANIZED STEEL STORY PANEL P BY ;GLOBAL PROTECTION PRODUCTS, LLC. " McDO 1.. 51 VUEV mWC r W" IWaE TEi•lAe-15.5 4e. A (ILS•)-enr 20-176 f���'?T `���' r vm In N 2f INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PAN-F�_SYST�t INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I:4- TAPCON ANCHORS 4' TAPCON ANCHOR: 114' TAPCON ANCHORS 1 4• ,.PC 01+ AY(YIORS 09'O.C. 0 9' O.C. a rOC 09' OC -JRED COFCREYE POURED CONCRETE POURED CONCRETE POURED COHQRFTE CONCRETE OR CONCRETE OR CONCRETE OR CONCRr,f -1 R£OUIRE I { � BLOCK REQUIRED .{ : _ BLOCK REQUIRED I 9lQ;K NEOUrREO F r 1�-=1 I E -- N 1/•' I I/•' I I//' , 1/a' _ _ _ E VO. _ ._ M...._ _ Mw. Mol- . I CAN,. �'(L , I 1 11 "" (m. Io I Y, +orA ro+ v _ r `. r� ' c e A TE (1) I I- C(, « I f. : Iaa1 I. 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CONCRETE BLOCK OR COn'CRETE BLO-K REFX,WED REOUMED ,,EOUARM REOLARr; WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 3A SECTION 38 SECTION 4A SECTION 4B O REGULAR PANEL O LIFE SAFETY PANEL O REGULAR PANEL O LIFE SAFETY PANEL SCALE 3/8'-1- SCALE 3/8'-'.. SCALE 3/8'-I- SCALE i:e•... 1/'-' SEE SHEET 10 a . FOR ANC,O.S TYPE t AlCllgl lYR I,ICO, -no"' SPAC 4L ""' NS*H:Ano"' WRIT WOOD 5 TRINE BuILDNO. w. A„aAI1 BIOTIN (w YNwt,Y ANCHOR MO MNMLA f 05TANCE ARE .DIGIED ON n,6 -"- ue !C•„m__ DILL IrrA W, ) SCHEDULE TOR ED LE55 TH,N AgKATED ON ScHf0,AE REDUCE A.AHM SPACY,G BY P._I I`p _[E,) I ACRAL EY (MK =9014 fm= MAATPLYYC SPACING SHOWN ON SCHEDULE BY ne PC OWWC FACTM FOR THIS OPDUT10N TO Pv6'SaIC, w' b O TORREDUCED CASING FACTOR 91WL NOT v,A[eL THIN eE L iMw EWNKW SPACING NOHoo x ,/y - - TYPE FOR E1.CH AINCIIM ttPE fN THIS 5t„ELUE EACH ]• "" ] In- - ?�.,. �GENSF•' •. No. 416- *. -0. .. ST TE OF-. ; F- - - a''AN�S'N NA4 t�ea_1r'. E N6,IWE,E suL/sK. ""LLATE FLORIDA BUILDING CODE (Hih Velocit Hurricane Zone CO10 .n.. - ' 20 GAGE GALVANIZED STEEL STORM PANEL 4GLOBAL " PROTECTION PRODUCTS \ LLC. °>�"/'°'° I�E C O IN. . 1 .e00 r 5, STREET art . T�TI— m P�[MMO COWANV wvE, n ]a)f• e ... ,P.a _::.•. AII., nH TEAT ros•M6e- >45. FA (rs.)eee-en> f]6N n,-m, -- 20-176 G-00067tp - r "A"""'�TO A TAUT a, PC -_IW�1--. INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM I INTO EXISTING WOOD -STMIYRES I I I I I - --' I/.'0 TAPCON O 8" CC. I I 4 1/4-0 TAPCON O 8" O.C. W/I 1/2- MIN. THREADED W/1 1/2• MN. TNREADEO PENETRATION AT WOOD PENETRATON AT WOOD HEADER HEADER L.:. �y: V( , 1 `1/2' ,/4. MO.. M. �- - l . _ I Z Cow , _1 WTI .-,KT. _! b MSS !SITE S71ED. - _ . SH¢r• 16) 1 Mo. I CONT r / r) Yn. SLANRAINN l ID - (SET SCHEDVUL EXISTING ' LKN SHUT, lq "L' -1SUSS JI I I 'L' YOII FANEL LENGTH PANEL LENGTH (SEE NOTE I BCLU*) 1/4'.-20+1• 1 (SEE NOTE I BELOW) 7. , ME 2'.: WOOD PWE 7/6.0 . 3/32' WING NUT REQUIRED .AS4ER O 5 '/4' OC /1.-10 PAHELMATE PLUS O 6 1/.' DC. */1 7/8- ,IN. THREADED PENETRATION AT MIDWIDTH OF PLATE WALL MOUNTING INSTALLATION ALTERNATIYE SAW O REGULAR PANEL 'SCALE 3/6--I'- NOII:: 115TALLA770Ns ARE ONLY VAUD FOR BUILDWGS *7TH AS D DESIGN LENDS UP TO .55.5, -72.0 PST AND PANEL'S LENGTH UP TO 5'-e' 2 FOR NEW WOOD FRAME CONSTRUCTiON: WOOD MEMBERS TO HE SOUTHERN LINE NO 2, W/ SPECIFIC DENSITY OF 0 55 OR EOUAL WMG NU 61 I : - I I c% II0 , 6- I _> I EC 1 1 2'.4• WOOD PLATE /8'0 . 3/32" WMG HUT REQUIRED WASHER 0 (BEYOND) 114-10 PANELIMTE PLUS O 6 1/.• OC W/, 7/8' ' MIN THREADED PENETRATION " MIDWICT„ OF PIATF „Ww,H,N.N1A,, WALL MOUNTING INSTALLATION ALTERNATIVE BBW I ,1 ..TIC.. ''' 9-LIFE SAFETY PANEL ✓9'� -�- /e.: FLORIDA .'y,.-`�\CENSF BUILDING CODE (High 1 : NO 441 b l : * = `'oxa n:EE°' • _ 20 GAGE GALVANIZED STEEL STORM PANEL ..L: 9' S ATE � / '\ GLOBAL PROTECTION PRODUCTS. LLC. °' 10�!(� 2G+ ! IL E Ci O INt. HIM Sr. 51 sTR[n ,, O,E ., OR TELL"TtlTNO a EWJHICER910 COMPANY DEAL 11 w1 F TAA Y� ,W m `N`cE (9NNLw-,6.s. 1A. (9s m9-e v7 20-176 ''',, SS .N.,- E . I-,.+, 1. T]OIO,-,o� DRA'.•'O Ib "'TIFF .II,INI UPE/DAYE U-4xX067,8 .•. rW r M. Lvr r ..-._._..--. _.. -._. _. ___ -. _.._ ROAM M161 3'/24 B (sEE ,nTE 2 NELDA) 4 ./ ON W/o 6 /1•a1' SM.S Y/24 ► 4/24 8J' ls[E NOTE x ef]D1q Y MR. 2'/21 1'/24 �► • 5 A 2 p (SCE NOTE ] BEAOIH Fw GONGREI[ ANCHORS` SCE • ", L}D E-3 SCNRDl1lL ON 9�T IA HO n9SU SCREW -a•_. - Min__ fANC7RTE A.TWRS S' YP.. M_}-•\ „A SET SECTIONS w SHEET` 26 yP. _(1•) (SEE SCIEM1lE ON P,RT 2e) 1' Mh 1' ,•Yn 111.J AiI 01.1*SYSf `ER �PAEL DLH DO R(9 yr -( _ }6r - TA} /r I/r_ _ -Err I71.1" r I (7 L., N a 17 RI I 'I 1 .el 1 1 I 1 I Ti I , I' LIDO PANEL) r (OFRRION PANEI 1 1MEROP MEI.OR PAN4 rr i •SEE NOR Z 7. • eRO. ! ) ( PAIEl): ( ) (DK+ P,MFL) (L'NC PANEL) I (XRINOTE PANEL) (NtfEFLDR PANFL)I (NTCRIfR PA+EL) j (END PINFL)'. I I I I SFr NOTE 2. 3, , BTLa 'SEE NOrz x. 3 . srlowl '$EE NOTE 4 BELO,T 1 I SIT NOTE 2. 1. • BELOW t I I ("-. ^. 1. �. � ) 111i j I I j-:- i 1 7* --�'''1����Y'_,]., 1`�. � I '-PANELSI 7/E'13/32' wNGlillis I I I L 1 i. I I � I_ I I! -I . 1 1 7/1A OV2 WNB,Nlrrs - I N EA adERVP j e EA OVEA�q 4o z { � I I I III i I I I I I I �j 1G < 'l' ii 1 • - --i ° -MP, ; - I- Mn - -SCHEDULER � ; FR WOOD SCREtraww I. 1�615 Fj1IT OLR°uFEDI ,/2 -12• 1 1r2• A"`nn PTEANLEu°G)TI°" SET ser"'HIS OW SHEET 26 I. M"' IWEMOR PANELS L_ 1 3 ©-(1 w/ - •/'"@ O7 1S• P ,AST P.W[L O1 10 9E NS,KLED A, CK=1 e LAST PANEL O TO BE INSTALLED AT IEtA�CH GP{r.A.G s,iNl µWAYS PROVIDED W/ TYPICAL ELEVATION FOR SE 1�,5 2000 R°E,n"'HANDLE o A`IAOF rc DTo"G TYPICAL ELEVATION FOR SERIES 1000 IF INTENDEDEto SEE WST,AU-I MOW "DA E-Z HANG STORM PANEL I,L SYSTEM x £NDm TO E- 1F° FROM P L. 7 S STEM I INSIDE Or STRUCTURE SCALE 3/32• - I NUDE QF STRUCTURE- E-Z HANG SCALE NE il Y _ 3/3Y . ,• I ,-I/.• Y.. GAP - Y.. GA• SECTION A -A SECTION B-B 2 `µTWO PA GS) DN T E.D PANGS) v 3/32- - I- WES SCALE 3/M' - I• NOTES , (1) f)f•rINiTK7N OF cFMF' 1000: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL 1, TRACKS AT TOP & PANELMAIE PLUS OR IS' LONG I (1) OVINITION_al' 501L5.200D [C- Z HANG STORY PANEL SYSTEM CONSISTING Of PANEL • 1�6AAT BOTTOM W/ PANELMATES Cont. TRACKS TOP 61 BOTTOM. (2) END PANELS SHALL ALWAYS BE CONNECTED TO EXI',E11NG SR1 WALL BY MEANS OF (2) ED PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRUCK OTHERWISE A S70P BAR PANELMATES OR, 1E USED NTLY w/ I5' LONG 'IT'LL) TRACK AT BOTTOM, END PANELS i 8 SHAH BE PROVIDED AT TOP OF SUCH PANELS. SIW1 BE CONNECTED 70 2 11 1//4-.-20a3/4 S. w/ 7/ ' .3/32' WING NLT OR 1/.•0-20.3 Min. , UA�SCREW INTO 7AP ED O2 (EXCEPT AS : (3) IF END PANELS ARE CONNECTED 10 BOTTOM TRACK, CONNEC-.ON SMALL CONSIST OF DESCRIYED ON NOTE (3) ELOW). 1/4'0-20.3/4' MS W/ 7/8'.F3/32" WING Nut OR 1/4'F13/4' Mln THUMBSCREW INTO LAPPED BOTTOM TRACK LOCATION OF cASTENERS MAY BE AT ERNER OF rWp (3) FOR CASES W14LN END PANELS ARE USE JOINTLY W/ IS' LONG qi AT I CX7ERgR fUAi FIAJ{GE$ OF END PANEL �TTOM BUT ETA PANELS ARE NOT CONNECTED TO BOTTOM TRACK 2 XSTOP BAR v $MALL BE PROVIDED AT TOP OF SUCH PANELS (4) IN CASE THAT ENO PANELS ARE NOT CONNECTED 70 BOTTOM TRACK (:.. A STOP BAR (4), FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY IS ONLY USED AT TOP) AT :EAST T'WU PANELS SHALL BE CONNECTED TO 90TIOU TRACK MOUNTED 70 FASTING SILL WALL MEANS OF PANEUAAlES, ONE INTERIOR PANEL LTSINC SPECS INDICATED ON NOTE (J) ABOVE IN SUCH OAST. CONNECTION OF PANELS MAY 8E USED JO111T1Y ./ TRACK AT BOTTOM ATTACKING BOTTOM TRACK TO WALL TO BOTTOM TRACK MA'Y OCCUR AT ANY PANEL LOCATION W/ TWO PNWELMATE$ FOLLOWING NC SHOWN OP ELEVATION AND W/ J 1/W (5) SEE SECTION I', 3' 3 : ON SNECT 24. SEE ANCHOR SCHEOLLE ON SHEET 25 M EDGE 05TANCE FOR THIS CAS IMU69R PANEL U5E0 .lO�)LY w/ (2) DOES III"......T�IN,,N••ra N5U(J'INETH)LTTAD)ACENT PANELS TrtDn THE IETF a RIGHTBy ANY S a OF IFTERISO PANNEEL)SHAVE •a I" �� P ..... �VT✓ , THEIR OVEIRLAPS REFAINED LTY V cam;'' *V'tCENS F 'F s,' FLORIDA BUILDING CODE (High Velocity Hurrfcone Zone); o20M m"ECO. XIC r P No. } = 20 GAGE GALVANIZED STEEL STORM PANEL D� BY �'• SEA- -3 GLOBAL PROTECTION PRODUCTS, LLC.I 01 a/TE10IL ECOIIet%90 FCC eo s.. v sR nwr T[3reNosMc to P wHE, n SN1. �',+ P1,DIrr (sN)a6v-1s.s, rA- tBs.NaeB-en'7 20-t76 _ TIP", -01 ,_ ,mT v-a,SS�O NWL,nk wN. sawn KlErw r aY Du: n° DIN . P E _ mA.HC H OPelA ! 4,16] -- 11{i> }J Or SA INSTALLATION DETAILS_FQR OPTION #2 FOR LIFE SAFETY STORM -PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1 4' TAPCON ANCHORS 1. .• TAPCON ANCHOR. 0 9' OC 0 9' 00 POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED E '-EauE ' - _ i MF. MP.. - --- - Eu• s1 I N Ix �pn T .1 EKSTINGy ry ASc I 1- a }g?g o I A . .x I` f • ,4 ,0'.PANEATF PLUS ./ , �/8 • 3JM/32' W"NUT WASHER O 6 I/i OC POURED CONCRETE DR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATION SECTION 5A 9 _HEG5f1AR PANEL sCA E 3/8-.,- lr '/.�,c.Nc fa BEET T. a 20 rDR MCHoRs TYPE A Alic"m TOE T - To. 4NsrAUArwNs 'm WODo w Motem, snow0 00 __ ___ _ ] _ -_' _ ] _ FRAME elµwlG MARE" ANCHOR sPACN.Cs MOO MR.NL. MARE"_ [DOE DISTANCE ARE ,MDU7E0 ON THIS • AA42 (-.1.1, (w-) 3- SCHEDULE rOFt ED. LESS TRW: INDICATED ON 11.. r,-, 'o,K,W me, O,) _ - 3 - _ 3 1r, SCHEDULE REDUCE ANCHOR SPACIAL B. MULTIPLYING SP,tNG SHOWN DR sc.cw mum. Ed On wome NI, I EN THE FOLLOWING FACTORS. FOR MIS OPERATION TO BE POSSIBLE. PEDW 3 I :n• 35 _ SPACING OBTAINED USING FACTOR SHaLL NOT BE LESS THAN 4101I SPACING INDICATED 2 I/'- - - FOR EACH ANCHOR TYPE cN THIS SCWDL f 1' 1 , 3 'n- w,Ao, R, ', 1J !fQ � ><„nuy o„ I -, c - NOT 1 . E.SY,,J � Nx GLASS j I !4 I I 1= 6' 1d 1 ./ I, 6Ln yy.r I/3r - e it -5! 1 "7 omK„IP "��"" I rD 6' �' . _ J , 1 1r4-10'. PANELN.ATE PLUS W/ 4/8"0 . 3/32' KING NUT WASHER (BEYOND) POOPED CONCRETE OR CONCRETE BLOC'. REONRED WALL MOUNTING INSTALLA1,10 SECTION 58 O LIFE SAFETY PANEL Ne. SCALE 3/8'.I'. c°s�Q�` �)CENS�'. . No. 44167 ? FLORIDA BUILDING CODE (High Velocity Hurricane Zone) •a'' STATE Q.E .Q- 20 GAGE GALVANIZED STEEL STORM PANEL oEw BY �.. 01:,'-.- --, FS (ORIBt��'_*, - a'�i[ _ -> _ GLOBAL PROTECTION PRODUCTS, LLC, D71mr- WTE %,,; .. 6tiaL � H✓ rin"M1N,1N /' ,' IL E C O I. .eo9 S« 5, S. _v DINE. FL XMI. PION I')ee9-15.3 IM te5•)we-0.1 - 20-176 'Wur' TLSIREO 0 INWN�.ERING CDWANY wA Mepa G-.O06,19 WIALrCW A aL.rt K E T NI I ND s,rt[T ,F a< m P.E. SLa/S,GNAIIIE%wTE wIMAA'w G N Ru NOTEc- V I ID -7 FNI1N • cr u PAN L cvcrru I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E-D) HAS BEEN VERIFIED FOR COMPUAHCE IN 81) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELM.AIE FEMALE ID a PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE I I/i DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 162O GF THE ABOVE MENTIONED CODE, 9.2) MINIMUM EMBEDMENT OF 1/4'. X 7/6' CALK -IN ANC"M SHALL BE 15 7/6' INTO CONCRETE FOR A WIND 'PEED AS REWIRED By THE .iUR15DICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED FOR A DIRECTIONALITY FACTOR KO-0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAAIVUM (A.S.D.) 1/4' 0-20 SS SIDEWALK BATS USED SHALL BE LONG ENCUGH(SHOUL9 ANY FINISH MATERIAL EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26. ENGAGE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE ,IRST REDUCED 70 A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN GRITTIER TO 8.3) IN CASE THAT PRECAST: STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX. (AS D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 S 26, ANCHORS SHALL BE LONG ENOUGH TO REACH 'HE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND IN B,2). IN ORDER IQ VERIFY THAT COMPDNENM AND ANCHORS ON 7HIS P.E.O. AS TESTED WERE NOT OVER STRESSED A 331E INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NU USED IN THEN ANALYSIS FASTENERS SPACING TO Woo() HAS (#EN DETERMINED IN ACCORDANCE WITH N.D.S 2015. (C) ANCHORS SHALL BE INSTALLED r01LOWING ALL OF THE RECOMMENDATIONS Mo SPECIFICATIONS OF THE ANCHOR'S MANUFACTLRNER STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOr MENTIONED CODE AS PER rENESTRAT10N TESTINC LABORATORY, -NC. REPORT / 20J2. AS PROTOCOL'_ TAS-201, IT R SHALL BE THE RESPON5IBILFFY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-2G2 AND ?AS-2D3 IS TO BE ATTACHED 10 INSURE PROPER ANCHORAGE THIS SHUT7ER SIW-I ONLY BE ATTACHED TO CONCRETE, BLOCK 2 T45 SYSTEM HASBEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSING THE DRONING FROM THE OR WOCO FRAME BUILDINGS `NSIDE W/0 THE USE OF A LADDER OR LIFT TIPS APPLICATION IS Vµ1D *MEN INSTALIATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAN IN CONTINUOUS FROM THE 'NSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIND/RAN INTRUSION EA IK AND SEAL SHUTTER TRACKS All AROUND '1L 3. SERIES 1000 INSTALLATIONINSTALLATIONISAPPLICABLE TO SINGLEAND f]OVBLENGTH LE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED 'C 3L PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS MDICATEO M THIS DRAWING FILLS ANY BUIIDWG AND ZONING d SERIES 2000 INSTALLOTION R APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIIONIA; SLEEPS STYLE WINDOWS WHEN REGUTATIDNS PROVIDED BY THE JURISERGTION WHERE PERMIT IS APPLIED TO INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM- IS PIAmf PENDING 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) !!i (a) THIS PRODUCT EVALUAII*N DOCUMENT (P EAR .D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FDR A SITE SPECIFIC PROJECT; i.e WHERE THE SITE CONDITIONS DEVIATE FROM THE PE.D 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-114 ALLOY (0) CONTRACTOR '.0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF ]. ALL STELA. SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEEL_ AS A-653 CPAOE 50 Men, GALVANIZED STEEL TINS P4C000T BASED ON TyI1S RC.D PROVIDED HE/SHE DOES NOT DEVIATE iR04 THE C1ONp171pN5 DETAILED ON DESIGW70011 W/Fy- 58.5 Kai (AFTER ROLLED)- THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RE5RONS18IU71Y. 8 ALL SCREWS TO BE STAINLESS STEEL 304 DR 316 ASI SERIES ON CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (t) -HIS PRODUCT EVALUATIONS! DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. 50016 W/ 50 kn YIELD STRENGTH AND 90 KIP TENSILE STRENGTH a SMALL COMPLY W/ FLORIDA 80LOING CODE SECTION 2411 3.3.4 (e) SITE SPECIFIC PROJECTS SHALL BE PREPARED Hy A FLORIDA R£CJSTERED ENGINEER OR ARCHITECT WHICH wLL y BOLTS TO BE ASTM A-307 GALVANZED STEEL, OR AS 304 SERIES STNNIESS STEEL. Wr 36 kLI MINIMUM YIELD STRENGTH BECOME THE ENGINEER DF RECORD (E OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE TOR THE PROPER L151 OF THE R.E D. ENG;NEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL 10 ANCHORS 70 WALL SHALL BE AS FOLLOWS : SUBMIT TD THIS LATTER THE SETSPECIFIC DRAWINGS FOR REVIEW (A) '_D EXETTIN. POURED :GtD ETE: 'II) THIS RED. SHAL_ BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Or - 1/4'0 TAPr_GN ANCHORS AS MANUFACTURED By I T W BULDEX. INC (MIN rc-3192 Ds,) RECDRO THAT PREPARED T - 1/4' 0 K 7/8' CALK -IN ANCHORS, AS MANUFK TURED BY DEWALT INC (MIN. Ic.3oOO P-a.:_) 16 STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT SORM PANEL IN - /,4-10 PANELMATE IEMALE D PANE'JMTE a LUS ANCHORS. AS MANUFACTURED BY _LCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION 17099.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING W/ 3S50 P.. i ) LABELING TO COMPLY WITH SECTION 110992 OF THE FLORIDA BUILDING CODE At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE, SHALL BE , 3/4• AND 2- FOR PANELMATE FEMALE 10 a PANELMATE PLUS. A2) MINIMUM EMBEDMENT Or 1/4•e X 7/B' CALK-N ANCHDRS SHALL BE IS 7/8- I\TO CONCRETE NO EMBEDMENT INIC ANY FINISH MATERIAL SHALL BE PERMITTED 1/4. 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOVGH(SHOULD ANY FM:SH MATERIAL EXIST) t0 ENGAGE / 4' INTO ANCHORS. 1.11..... 0".11.11 A A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE rouND ON THE EXISTING WALL OR •"' •., �,,., FLOOR, ANCHORS SHALL BE LGNG ENOUGH TO REACLI THE MAN STRUCTURE BEHIND SUCH PANELS ANCHORACE SHALL *P''LICENSF •..9 �r4 BE AS Mf N71NED IN AT) AND IN k2). _ I - No.44167 = (B) TO _ExISA'`JG. CONCRETE -u, n. • _,_ * W * - 1/4' a TAPCON ANCHORS AS MANUFACTURED BY ITN BUILDEX. INC FLORIDA BUILDING CODE (HI(jh Velocity Hurricane Zone)I - 1/4' I X 7/B- CALK -IN ANCHORS, AS MANUFACTURED By OEWALT INC LITRE-f SOD 0 a j .� 0 •. ,(• - = 070yC n•Eca. we � � -- 20 GAGE GALVANIZED STEEL STORM PANEL - �14-10 PANELMATE FrMAU ID AND PANELMATr PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION '` dA:' .W:: 9. PRODUCTS (Fm 2071 . Ti -' - \ -- -_ P.I.1) ,. '�ALNN wA,- W+" GLOBAL PROTECTION PRODUCTS. LLC. 6''an'°'E M FFl N L �r.,�;-�y�F� IL E C O IF9t ..>G L. 516T�E, . TTL,�III m-i O 11 H, -. , W^•E• FL w . 20-1 76 rU04 '..- (Oi P7~,A" r '�"'�e q... - HIs•)aa9-75.5. rA M•,--em 4r.W O,-I PL SEAL/PONAYVRJMTE FA-"oe719 Msmoc . - __ w^L�[WE A T'N ',SILL _ 6W[n v M 26 INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG -STORM PANEL 1 I INTO. 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ANEI Li11CTN f t/7' AP T APPLICABLE C MM ARAT P �: 06NG PR[$SURE 1' (( )) I NNIM SEO DN PAWL APPLY.,ABLE TO ASO DE$tG!i----_._ __ _._ I TO GLASS CONDITION T SECTIONS RATXNG (D..1) (SEE $EGfIDi35} PRESSURE TAPLX]I.5 (..LIEU-M PANCIAMR EEYALF C PNNELNATE P ANT GaM®rAMIN YAXIYW PANEL --- -_ _ - --T -_1_-_ ''. 2. 3'. 'T, RATING TO COrXFCTF 0 BLOCx ! m CONCRETE 10 CONCRETE 1T0 CONCRETE E I OF WHEY i LENT„ 1• (NJ •a6.0. -753 70. OR LESS 2 9/16• II ICED • P_..1, 1 OCK 2YI 3' 3NJ + f2' NJA 1 12• N/A 12' I N/A I 12• I N/A I 1' tr 2' (TOP) � .660. S.3 I OR I e• BO'_Tm 0 LESS J I ' : it � I - '� (BOTTOM) 3 1 •' 4' 0 3' � 5• 5' I i 1 ! SERIES 2000 .- 1 s:- _._ ... • BOLTED / / 20+3/4' SS Y5 tr WNCNVI AT LT'NERIAP tr 10R OF PANEL I,ENL H - - '', !6-1 MEASURED NFASURED FROM00n0Y OF PANEL 11' }' ,2' S' B• I 6• 6, 1' (BOTTOM) {f 1 SEALIS 1000 ++ I .._.--- - �• N N A i ' NIA ( N/A / N/A NJA NJA 2/2 T (BOTTOM) I I 66 _ 70 OR t_55 - 7' N/A 6 1J2- N/A- I A.. 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IAANwO N°` E Sfi4JSGMTt•RE/AMU wµt]A A POUT r DT - COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1 J2-i') _ 15.125- (TOTAL WIDTH) - - 2.t8Y _ ---12500' (EFFECTIVE WIDTH) - N -L - 193' 1/4 -2W/4' 1 , 250' _ - 750. - S 5- STUD RATE➢ •�- 6 ;/i (`P.). _ ( .374=_ 125' Do IT ,/7 OC 5W• I- - 1.J50' - _ I.3`A• _ - , 35P' - ',1.SOO• t.250' ,LIMN• 1ISI - 06S'1 Q- - (MAY BL REVERSES) I r _ _ , 7 • f }-I 0.62A' YN TWON3 N 5 ZSC .11 1 'HEMMED GALVAN12Ep 51EEL 766',"L„S t 6]1• ".� 1.5pp' 'Ry, CODE AS1Y A653 ,ROOT 084- ,.015' I OtT�M 1 GRADE e0 MINT M HEMNCD Z50- I 75' )(- _ C-A. GKv EDGE 1 �4. --1.500'._J 125• I OCTAIL A 4V ' - -.-Y (1'P ) 1 -}"7 �k _-1 375' ,-.. 350-_� O STORM PANEL I - 1.350' - _ .. - OETAII A I - I _ 2.000- - , PANELS SHALL, BE INSTALLED ALWAYS - 2.397' - FROM T END A' LFr"�SIDEw OF PANEL?`EG 2) "H" HEADER O 'F" TRACK (4) ANGLE WITH STU1. - _ (. PAX[, ECV'_E 0.021' (-) I /'AAJfNT CND tlF' ;-, GALVANIZ-D Snit .IS It'70' - N/ A 9mm mcr j 1 . PAWL R ' I Li-- 10.05' 1 I T`. ' - '33" ..210- I I j . j r - ,- .2CNT - " c. N I . 621" 0.375- -' 11�14 0.250-. _ 1 D. 50 , ( 1 - I 2 1 407' ..1525' I 2 se 1 HE MMED / ..` - " , `' `21X1• •: PANEL -` '1 S OR `s u' - 2s50- - E DETAIL A ,; 270' _ ISOMETRIC VIEW D L ,,33 - - 95,r . .. I I r/% 250N ROUNDED CORNER O ENDS OF PAREL'S - 1 r . Fo..Ias• ` END LIP W/ HEMMED LOGE. I - 525' 12S- I I1 � 2 318' - (ATS) 375• n�wyra FE I �� TYP BOTTOM I EDGE OF PANE, a(YAAYLI 2500' 1 I I 091 O67' ® KEY HOLE WASHER 3750• lT'fPI -Ell >xI' SIDS-H1s4 ALUM ALLOY © KEY HOLE AT PANEL - 750-- 1 o7x' L 2 I N' I ' ' .SCE SHEET 6 FOR ADOl:arut - 150- - .513- UYIIATIORS W SLEE`s LEp1GT'r. S I )'. • 09f' ' ' _ _ 125• I I WOO VALID FOR INSTAL IONS ML10 "T� 1250 375• ® �j,FEVE 2 T /B" 1 , (TIME.) 1H• Wf]00 STRu'RJMs I MAX. LENGTH I .250•- I L-2.ODD' - Z 000' 3 750" ' - 193' ,2•• 1 DOD] R ODa' C5o, (7 ® REV. 'H' HEADER 'U' HEADER \ .' L I I , 7� (TOP j I' YIN *0 5• Y0.J` - 2 ono I SLEEVE 1' MAX. 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MIA u'nW f,HRFAD(P WALL MOUNTING P-A• ," ,"'N Em' ALTERNATIVE 2r'W _ Wrobo nut' RLo .R u a c H cE A INSTALLATION SJALE '/I'-,- P,AE REOU Lr V: RAI OP :ITN E_Ni ALTERNATIVE i "W BUILD -OUT MOUNTING GA:E I;. -' INSTALLATION I FLOOR TO CEILING MOUNTING ALTERNATIVE 4"W tmIIs r ! N A:LAI:.NS ARE a:LI Y N EI x r, A ; L x:E,. _G,Les 1 INSTALLATION 4-AE ', P.AuTtlry.. I: +650 - 51 ,.I Al" N' I S LENGTH.F TD s s1 r--- I `` 1 , . AL 7ERNATIVE 3"W D ER ((/j s., ,i, _. M1F FRAME CIIINS'R TI N +rUO. 4ENBf Rc IC Ft. l,Ot l- X. 'I -_ NN .. SCAN /4'-A- -.E N: .. W; S-ECII, XNai- ., OR FaN. _ S\P' /", \10ENS�'' - _ FLORIDA BUILDING CODE High V.1.61 Hurricon. Zone) - �t - No. a ..2P2a 'a RCP ML . * E sF'E-: ^lu'I• Q I P rE� wu Rtwat4C R ((jjttt ; r nur N.a (l InP •. ? er . *- : 20 GAGE GALVANIZED STEEL STORY PANEL I, :OCG [rF+ )`HET �(.) L..NNL�'71 Cn1' I .:7v A3tFf ]3 A' n0- M tY>FG Jv a^J ,` Vv - _ -_ Ti Y SEAT OF , - ,r � j.... r / •T P>/x/m GLOBAL PROTECTION PRODUCTS, LLC, °.t L "JE0 � I�C O gF 1 a COM.ArXX• D SEC AETEp eTIVE TDP HEAe R WOOD AiA Ds INc , ,^U \ 1i11i TESIMP A' CNGMCC4IMCOYP4NT •rrt]I].ISTREi 14P a 90TTw W.uN,N;.'s 'AN O" I„MDI.0 N AN,. CONO[1TDN & ANCHOR LOCATION S'7JJ 1. LEN��`! / 2> XW p 20- t 76 P•,oNL Nw .a. GAY r s. < ,,,,,, .� r IaIM ,pgq_,],p, F 'V I AN NT.1-DI, SGVE / ' . 1' 'AA+/NN, 111144.•] 1 +1PCe . <NFI r v mr iAMNX.G ,NI 4Gt, "'."P -, ,, L. ,A•.OWN -0. , A.`r K ..;'!iIGv.I,iP[/r'.A2 .Alga A TA,L'T L m e'...n R LW ..", _ ww wm 74 •JF " MAXIMUM A.S.D. DESIGN PRESSURE RATING (p •.f.) AND CORRESPONDING 1/4, 3/4, 4/5, 5/5 & 6/5 MAXIMUM SINGE IE PA_NELMLENGTH "L" SCHEDULE ONLY FOR REGULAR STORY 2/4 I W/6. 2W/6, 3W/7 & 4W/7 PANELS INSTALATION INTO POURED CONCRETE CONCRETE BLOCK k WOOD (t) _3• MAX ANCHORS (SEE504MLE ON 3' MAX 1• MIN _._ SHEETS 9, 10 aIt) - 1, Mal - SINGL PANEL4(Tb IT„NED NNPML-PANLL5. 1 RESTRAINED-AI.EACH _ -- ALIOP 4Et B4iTON END WITH TRACKS 3; o ___ o -_� _ O -- O I �LGs OOO� - - W1TH TRACKS _ 2) OR l * DIRECT MOUNTED AT EACH LND* D. M.. 2 3 4 I - I 1- T r - r - _ 7 - - - - T t °' i 1 MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 WJ(WWM 4.S.D CONCRETE tr WO♦OC1 FP,.1) E RP, NSTALLA . 1 - 2O0 12. 0_ 12'-O' 250_ 12'-O' I1•-e' 30.0 1I' 8 0_-9 -- - . JS.D ,0'-10 W _ - 10'-0• -. M0 , -6 941 9-,- e•-9- 500 c- e .-,'.. 53.0 a--7 a -n' 65-0 8'-0 Y� 4' 70.0 7•-8' 7'-o' no 7'-5 6 -10' 80.0 7:-2 6_-7 95.0 7'-I 6'-V - 90.0 II 9 6'-2' 95.0 _ - 6'-9 _ 6'-0• r000 6'-3 5-1I• P50. _ 6 -3 -. 5 -9' S'- 7' 1100 1196 - 5'-5' MAXIMUM PANEL LENGTH "L+" OR %-" (ft.) 0 MAXMUM AS.D. CONCRETE tr WOOD GN PRESSURE RATING .4SIALATICINS t 200 I, ,• , -0• - --25.0 17 to' -1,-7• -- MO _._ 10 O-- - .' 9. _ 400 ---- - I e - 9-7:_ __. _. 43 0 9 I • e T 500 - e 7• _ II 55 0 _ -.,TOO 8 J• 7'-9' III 7.-,. - - 65 0 8' - 7 2' - - n0. 1-2- _ 8 B'.. S o - _ ._ 7 0 ... - B 5' ..___ Q5 0 7 0 6 J' -- 0 6 B , _ 950 -- B 7 5 ,0" l000 -- -. 6 3... _ N 7'-- ..'050__. -- -I00 6 3' 5.... -_ 5,, r 7•.D - -TO- It9.6 -._ __ _,-8._ MAXIMUM PANEL LENGTH MINIMUM SEPARATIONTO CLASSSCN@U'_E WIND SPEED 4 '70 ,P9 I WIND SPEED > 170 IT,I ('n) UNRESTRAINED'. RESTRANEC VNESTRALNED -RESTPANE] 30 OR LESS I' I I' 1 6' 6 1/." >33 M 90 - I, .0 TO 1.5 I' 1' "-1 ----- _ I• -I -_l 7 ,/2- 1� - -- 7 1/2' : 7 IJ2' +--- -- - - 1 7 ,/2 ___ -__ >145 T) 168. _._..-__.+.-.. I' I• I U or I I i 'I. , 9 1 I W (�. 1 Y %� ' 1 I 51' I _ I F I 'UNBOLTED PANELS I '.! I I BOLTED PANELS W/ f N-20r1•_ d (SEE SECTIONS AS I ) S S. N.S BOLT WJ • EA OVERLAP '0 APPLICABLE) - (SEE SECT10NS AS APPLICABLE) . 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MNUMUN ALLOWABLE PANEL LONGER FOR A GIVEN PDSITNE AS➢. DESIGN LOAD. L_. MAX ALLOWABLE PANEL LENCTN FOR A GIVEN NEGTNE AS.D. DESIGN LOAD (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGM GIVEN A POSITIVE AS.➢ DESIGN LOAD, OETERMNE MAXIMUM PANEL LENGTH 1.' FROM SCHEDULE - GNEN A NEGATIVE ASD DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 1-• FROM SCHEII FINAL MAXIMUM ALLOWABLE PANEL IDYnH IS EQUAL TO THE MINNEIM WfVMWED PANEL LENGTH BETWEEN •1.• AND 'L-'. (3) SEE SCHEDULE BELOW FOR MN PANEL LENCIM ION POROSITY QUALIFICATION . t wwAuATXXNS *(to w006 ARE EABTEII TO 195 PSI MAX. ASD. DESIGN PRESSURE RATING IS A5W S 6, I & ,I FOR MAX. AS.D. DES" LOAM A MAN PANEL LENGTHS FOR SPACER &A S USED t y' • I, S .-- g FLORIDA BUILDING CODE (Non High Veloci Hu icons Zone) * ., � 0. 44167 - _ o:cee o11ff°' - 24 GAGE GALVANIZED STEEL STORY PANEL CR II.. . *: �� '\ °' �I. TATE OF Le ' _-+ - ITLTE C O ENe `'� GLOBAL PROTECTION PRODUCTS. LLC. OAM ' s., A4 ORIONOFID►` a<E, %�-�>-]v IILI., RlTIIIO ! 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LONG ALUMINUM SPACERS O 11 III' 1._ i__ i I 1 �D.G 1 I I _ 1 (SEC THOLE 11 ON SHEET 11 } 1 I 1 E 1 Mir. S£C NOTF. •' BELOW FOR LIMITATIONS 'OR I (, i i I SEFnRATlON ,L, MAX, ; ; I I 1. uAx i ! t 1/2- LONG SLEEVES. {.. 0 DUALIST 1 PANEL LENGTH I I C PANEL IENGiIr 1 I (SEE. SCHEf7Ji[ I (SEE SCHEDULE I 1 C (SEE SCHEEL IF I _ ED ATE RSI ON SN 1 j 1 ON SHEET 3) i I ON S+NCCI J) 1 I 1 Y SHEET 3) PLUS CAE7ET 11) I/, t. 1 SEESEFESCNEDUtI ON II Y ss IAxrs W,© 1 1 ' 1 ) ) Al 4 oJow Min 1 1 ) - D (LK FOR Fp.AL I SEPARA IO d i i 1 IDGN Pont r-p•7 EXISTING WL 7 TO GLASS I 2'.4" WOOD LLA55NG 1 I" , (SEE SCHI1 t I PLATE REQUIRED I ON SHEET 3) I IH i i 1 1 1 DIRECT MOUNT W/ SPACER 0 1 i I` i I r ALTERNATIVE 2W' Y I (. - `; I 1 I f 1U SCALE 3/8.1- 1 I SEE iAEtLF /I ON SHEET T1 FOR MAX. PANEL LENGTHS tr I 1 50R I -- 1 O ,2 IJF O.0 I or L " I MAX AS.O DE54CN LOADS FOR THIS WSTALUnON. , , pp. EG , 1 .... I T J - - , ; -C. I it I .__- 3J4' I �O 12 +/1' OIL Ct , �i-__i N . Y - -1 __-- ___.. _-.___--.._-._- _._ 7 1 1 EQ I- -S I 1 I . I... *ODD ANCHORS * * Ib IL ED .. _A I 1 I STAGGERED IN/ STUD '. I ._ I SPACER M /MY K 1 1/2• LONG Ir: 1. ___ I I (SEE SCHEDULE ON %��i� L{ -.__ _. __.. ....__ I. THEFT 11) -LJ I *Nm, __ (,) MItTAIIATOMR t 10 A fXZ STOR. BWI.GRIDS W. 1>'-0' 2'.4' WOOD (THIS N A IRS11tlLT.G1N TROY AM' .�_.�_ PUTT REQUIRED I �10 1�n t]AOI[NRr RlprAfEO °N SNFiT 11). WIx10 ANCHORS I. I• WL 5].➢MATGN TG MASS 1,JDICATFO 1 ^'K4' WOOD I STAGGERED w/ STUD I {j OR SKEET 3 WY K REDUCED TO 1/4' AS U) AWC.G.6 GOING 1,NIpJ COrI'OlNflfl M IPAN4 WR rl'31AE O ON, (SEE SCHFOUtr ON I LONG AS TIE FOLLOWING CONOTIONS ARE I._ PATE RE1UIRED I.-M NATE PWS) 94ALL K SPACED IMALMUM AT 8 VILT G.C. A IRSn.CTM FROM ,2 i' MC SPACING ALLOWED ON I i SHEET -I, L WPM DENS Isn i (1) NAMANY ASO OCbIGN reESHEET, °) S9URE " RATING 6 .w. -0 ....,. (3) MAX 24 GAGE FA EL IDMQTH S LIMPED TD N• AT AN/ OPENING ..I ITi16 6 A RESROCTI MO, LARGER PANEL LLNGIIB ALLOYED ON TIE) FruI m State, PAMO UENG'1' to WALL MOUNTING/ DIRECT MOUNT SORDUUL w¢ 11) 7z MOUNTING (3) 5•I• aM OL M PA6TALLATOr, 4 OKI ALTERNATIVE 2W (4) 1 1n• LONG SPACER cDIMPaETAI IAA tl u1 K A5 .ND.•<nm ON SCALE 318-1- BEET 2. INSTALLATION orI In' LONG .PACE! a ITS ONLY lJ4TERNATIVE 1 W Arm AN ExaITING .boo FRAME WINO CRUD FLIT WO ]ORB 1. 2 AND 3 Rf DFrER1TL eY ASTY ALTERNATIVE SCALE 3/8-I• (4) WSTALAVON VALID C'KI FOE. WIND (-,NI ONNOMO AND THE 2a70 (TWA (OPTION) or IHE nbft" B1E➢NG FAGQ 2D 1. 2 Is PER ASTI ( ]111MIIr 00, L4IE5 �. ' ✓ % ''.9 3� ��CENSF s FLORIDA BUILDING CODE Non High VelocityHurricane Zone) 1 INSTALLATION ARE ONLY VAL'O FOR MAX. A 5 p t c)mP %'Eta, WC 11 NQIC__FOP COMBINATION _QL.5ECTIDU - N0. 44167 - 2t GAGE GALVANIZED STEEL STORY PANEL R - 'SIGN PRESSURE JR RATING E AN A. ' 1 LENGTHS 0_ ESS E G s AND P NL_ _LNG 5 PA.N C ) r P - * = TOP & BOTTOM MOUMINC.S CAN Bf 45 PER SCHEDULES ON SHEET 3 (EXCEPT •OR 1 - _ or/n/]G2o - -` STATE OF - To 1' GLOBAL PROTECTION PRODUCTS, COMBINED IN ANY WAY SUIT ANY AITERNATE 2W') LLC. %-I". _ - !l I1. ECOENe. \ w1[ C INSTALLATION '.O,M`'" F(ORID>` . ..' nun RSYiNE tr ENGNEER,ra COMPANY 4Im S. >1 STREET 2 FOR NEW WOOD FRAME CONSTRUCTION. WD00 ' L+I- r m IrArI• RNIIRw, n. mA GYne. n. .31. �ff,� 20-175 „'%"'i7mi'n1_Iso I-.uo67 en_IMI n«uA. (w7ae.-1>+>. rAE Ep>a7tlpp-eTp, MEMBERS 70 BE SOUTHERN PINE No 2, W/ SPECIFIC -9rA 1S/ N� ._.a Goo.",,o, - 0A4 . O ro DENSITY OF 0.55 OR EOUAL. rAAEY. I�TwE/aR lf_ NALtv+�.�mLn Nt. w� _ __._ __._._.-_-_---- _..___ -. Lk. ..,4> MIST . a 1. -_, -- I GENERAL NOTES ,C) IQ Nun Pert . As .t R♦asry A _2 wan _4TR0P1 yyrt3e} .X'5LNG_Krdti1_MP1. `.PLCIF'c Ii3AVI:T. '� - -Q- HEN,_ I ' STORY PANR $NowN ON THIS PROOt#.'T EVALUATION DOCUMENT, (PLC.) r1A5 BEEN VERIFIED FOR CGMPWA.N^E P, ACCOFDAC I; 1•. IAPCCN ANCHORS AS MANuFACIUREL, BY IT W BUILD' I_ INI i WT THE 2020 (Ilh EDITION) Of THE rLDMQA BUILDING CODE IHtS STORM PANEL 5NAL NOT BE INSTA--FD AT HOCK 0'4 I: FANELNATE FEMALE 10 AND PA'ELMATE PLUS ANCHORS, AS NIALLFAI Er FLCO CCINST ':•ION FRO.n U'_15 I VELOCITY HURRK'.ANE ZONES (YIAN1-DAD{ / BRONARD COUNTIES) "'A'. LK. SCREWS I'EA N O S DESIGN WIND LOADS SHI BE Cf-FERMINED AS PER SE.^•ION f609 OF" 'NE ABOVE MENTIONED CGOE FOR A BASIC WING , IG'! . 5/e- WGGU BUSH,NG, AS Fi51R?. TEJ 0' ALI rCINT LRFW 801 N `_FECIALfr rn SPELL' AS REQUIRED BY NL J 7RISDICfKNWHERE STORM PAWL WtL BIN51NF) AND FOR A DRERICIAJTFACTOR 085. USING A_CE 7-16 AND SHALL ND E _ECt' 'HE AMxIMUN .50 E1ESiC1. PkE55 JRE RATN;S N •'GATED S ECS t} �r TF F TRIG P ( ) C ON C MINIMUM THREADED PENETRATCNi .+ - WCQO D _TIN MCHOi[5 Sfi,L 9L ,; 2. 4}Yl frJR ELCC A.ELMAit W.l:` 3 9 12 tr 17, r8 NNO PANELMALE FEMALE iG DERV M R O RLRY iN Ti N n 1 N W '- -i IRS, EX:GE 1 VE E ABOVE CONE 0 UL YM E DESK NL LEADS DETERMINED «LIT ASD{ 7 6 SHALL BE S v ORDER P 10 A N FU G TIP rl ^ TN IN COMPARE nl W/ AX AS t'r MINIMJM iHR PENETRATION .� SCREW ENT WG L GRAN IM '4P F S U PRESSURE N BY L N.. fA BT D 6 OROE 0 CC ARE CSL M G WDED CC .AC S C HC 0. E LIED SHALL 0C TAG f ( I T nE51CV PRESSURE RATINGS IND�CARD ON SHEETS •. 9 iHRL' ,2 } I7, r8 PL NEIFA1rON INTO ST'UCCC SrUNL BE CONSIDERED AS PART !,< T«C FEOVIkEi' THREADED ENS AXON FESC4 RATINGS 3, I IN R T - RIFT THAT ANCHORS `N THUS P A T R r' A ••R IN IN A:C F .IRO' D Jf C .]ITS u E 0 TESTED WERENO OVER STRE_,SL, ... CREASE WA9L. r STRESS FCR WIND LOAD$ WAS �]' USED NN THEIR ANAL-S, fASTE.NCPS SPACING TO WOCtO r1A5 BEEN Lf1'FRNNED 'N . 3) MIM4U4 EOi:E DISTANCE GF LAC SCREWS ,,INTO UTH WUUU SNAL BE AS 'NO,+ED IN IS DRAWING N ACCORDANCE WITH NO S. 2018 STORY PANEL'S ADEQUACT FOR ANAC: AND WIND RESISTANCE HAS BEEN VERIr IED IN ACCORDANCE WITH SEC -.WAN III 12 OF C 4) MINIMUM PEN,FTRAIION OI WUOD RUSHING SHMLLL RE 51'6' I;'A' 0-21' SCREWS USED S•HA:1 BE - I/2' LDN: MINIMUM - H , - STUD ITT AN" I' MINIMUM FOR W - S WITH NE` -T THE RBOYF YENTpNEC CODE A5 PER AMCRICAN WEST LAB OH SCUT« f;OR1DA REPORTS iDe 14 O'-G, AND j02T9 O2-09, A5 5' OA/ C _ M Ex_ - KL STUCCO P R T4 STANDARDS. AJ AM F1 N TESTING R fN FLORIDA REPORT ! 3 U1 ) A_ REP. E $STD ' 2-99 tr AS C 3JG-02 ..AIDS. U E U n U SOU LOR E +! 0 f t IN •' iH i G' P T r f 5 _ANSI At PRECAST OR PRE"A_ CONCRETE > - OR O F�I.N .N WHIM Xi511N IRS-20'. AND TANS-203 PROTOCOLS, AND A<, PER ULCL UT ONS PF'.RF(NRA1E0 IN µ(pRGANCf w; SECTION 504 OF THE JC_0 WOOD BENUIO< BE t C E C G 'GIVE MAIN I"[9FICA RIPIDIHG CODE AACL ANCHOR' $Ii BE LCTNC. ENDL'1. TO PEACH THE MAIN STRUCTURE BEHIND SUCH FANELS I HE ANCHORAGE 5HA3 BE AS MENTIONFII IN C I), t 71 k C 4) 2 A: ALUNINIIM 1XIPU5pN5 10 FIE 606i-11 AL1IL1 ANSI I1WI;R (UNIf55 OTHEAWISF NOIFD) SEC SHEET 2 ID) ANCHORS SHku RE MSTAI.uP Ft)LLQMN(: AL: 1+F IHE RVOMMENDAf1(NR': S AEC SPE-IF.ATIONS L* THI ANCIIOMANOFAC'URUR 3 4,_ ALUMINUM SHEET METAL 'U'3FD AT CLQSURFS SHALL HAVE 3105-1111 ALLOY 8 nANCLS MAY MITE BE INSKLEC HOP120N'K.T' FttLiYMNG IN5TA.3,AtF(N DETAILS SH'OwN ON 5{EIn7r: I rHRC,r; 6 (SHEET$ + 'H THAT « NOT RIXr;rH 5 E%C P . HfAC1F.RS A 5 ALL N] BE USED 1 ' 1 'i P AT MI JI ' - VANE'") • � EE SHE. METAL ANELS SHNl NAY[ SRnk:*URA vuAL T STFEi AS4 A-653 GPM' 0G I MJY � 6G IAA F[ Al 1 CI NA117N W'FT= 2 Y NTR ROLLED) $ F,.L [ E 9< 2 >, L ULl£D y I >IAL RE f R SnCNLBI TT OF THE CONTRACTOR •v �_RIr THE SOuHhNE55 I f THE S•R ,TrRE WHERE THI5 r C 6f AT'�ACH' NUR OP .4 TILT St F HA' ONLY ^H K. . ' f FC '(` > PROPER ANC ORANGE I_ 3 tfTTF 5 .l _ L 0E ATTA_ EC T_ CONCRETE BLOCK OR +YCOC RAM' r, A. Sr: REW U RE 'TANtr55 $TEEI XI4 OR 516 w5 SERIES OR COPROStUM RESSANT COATED CAREKR+ SJFEI AS PER Uui BIT CNifS SCTi 18 WV 5U I.n YIEL:' STRENCII, AND 90 4.r TENSILE STRENGTH AND SHALL COMPR_T W/ "OF10A e'UX.LING I,UUE SECTXJN 21, 33A 11 EACII REGULAR • ORV PRE. WTI, LEND-HS OVER 90' AS PEH SECTIONS I, 7, A 5 6 AND ALTERNATIVES IW, 3. 6, IN UN SHEETS 4 s ' R A I TR a T iP EF , - tr FSPECINi LT SHALL HAVE LELIWi AND READILY VSIBLE MAIM NO NS. TIN! THAN V OWNER O TL I • 'r • A- 4,. - - I F r S F E B)L" a BE ASM - 107 ,iAL VAN12EG ".T LE'l-. (W :SJ '0 SERIES SAWL ESS S EEL, WILL 3E 4p: •AN'M:;4 •'_._ .TR_NGTH SECURE PANE S M'1. APP;K_ABF REINFORCEMENT Cr.RINt" PERIODS OF HURRICANE WARNING I 7 ANrHCIPti 10 WAIL SHAA BE AS FOLLOWS «E IM.a•A.IATION CONTRACTOR ,� TC SEA./IlAj c AL. SIILill,. ,•AERIE.,NT EL:sE', WHO CH FENN. II :OIInhIA.LS (I>yi A,l W:I,.. THE BUILD,- TO PREVENT WINDJRAY• 'N1R11KN rp jr. POURL: ..'It"O TA HORS AS - I a D T OH ANCHORS 4lUN FA 1.W dl :� % ,N( AN 1'y+ <TLiRN PAN" 1N iGN S ,''N/R. WI E"_ YUM_A Ih 1.`, DRAW - F•.us NJT •r'UP. � Ai:A _ N.1J• I,'M', AFC C ORS AS U L . ...Ur C • .. P+• i L 5 AL,A rw.L L _ U N., 0 .. ., I ECJJ'. I; a' . 7!9' CALK -IN 4NCHORS, A5 AANl1cA IUHE.) Rr ❑'WIRE INC F'R lAlOEC Fr, iltE JVRipICTpN WHET Cf.RWT ., N•PL'E.) I,. AN - I'4'RP. t t P IH,1 SCHFW TT S'a" SOLID SE' A1ICHCIRS. AS L5 RIHU FD 8Y Nt 0 L gpLt i SPECAL Cu ' \ M P C T IF P ! ir1 PRODUCT n t. 4 h FN FAR THI r11 r N. Ri A RTTA' i% tc-w" ROD 7C L ALUa 0 t7Dll _ E F, 1 E EC BT 5 _ G IEEP { DOES r+C' JC IN•'IRMA .w W .a.1 ' 0 - FOR n � rL•- r 5P CI PR VM 4E ,HF < ..ON IT1.,N. A P -, #14 - SE c fK UJ_.. e F 1 E 0 9 OEVH TE FROM E TI P f i F P h Y 1 `NS'R -TI I,J P T^' "T` A� LNA E EMAf U k ANEEMATE .L$ ANCHORS AS ANJFAC URCU ii L.C.i C, V., ( FIL I.JA. . - 1/4'. ZAWC NA- N ANCHORS AS MANUFACTURED B7 DEWALT NO (t . Ck TRACTQR TO RC RESPINNSLI FOR 711 SFLECI A. PURCHASE ANC: NSCAL-At10N NCL-D JG -WE WIT, CT THIS f ROCV; - A I) 41Nr4UY EMBEDMENT OF ,N+CON ANCHORS INTO POURED CONCRETE SHALL CIf 1 J/4'. 2- FOR ELCO PANELMA:E AND BtisFO UN INS P L D PROVIDED HE/SHE DOES NO' OFYNIE FROM iHI CCNUn.OriS I)EIA1. FT; 'SIN IHI'-. E)v-UMENt CONS'RUCnON SAFEir AT 5 ORA -.1E IS THE CNif fCR'S RESFI7NSIBLIrT I •/A- FOR ZAMAC NAL1N ANCHFXNS HIS HO TI- N- WI' n J INV IF i F OL..' CVALJA .1f+ 07`LIME LL 8C G.150ERfD AJD MGDFI. 7 t c T INTO A } _IN tr SO D-SEE ANCEIORE 511A1. BE EMBEODFP M1' INTO THE F`OUkFU CONCRETE Hl _.MREDMEN NTJ Z CALM U t 1TF 1'i t I / MINIMUM H^ T-%IT'-1 _ - S UCCO SIW_L BE PERMI _L . 20 SCREWS USED SHALL BE 2LUNG U S ..LM S JCCO L E a . (�) SITE SPF.CJTK PRCUC :'S SHAH RE PREPARED BY A FI DHIOA REGIStFREO r-NGINEER OF ACY._',T !.- A!1IC.1 WILT OE :DUE lA.i AND I• MINIMUM FOR WALLS WITH, NO STUCCO AND MAY BE HEAUEO SCREWS OR ALL THREADED SCREW, W/O HER(:, ENGINEER OF REC"D (EAR.; FOR ME PROJECT AND MHO WILL. BE RESPONSIBLE FOR THE I EI;IT WITH WIND NUTS PROPER USE OF THE F'ED ENGINEER OF RECORD. ACTING AS A OELEGATEEL ENGNEER TO :HE ' E D ENGINEEF. SHALL SUBMIT TO 'HIS LATTER IHE SITE SPECIFIC DRAWING4 FOR RENEW 0. I) IN USE IHAF FRECAST SOME. H'PECA51 CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS B F - NIt I.M : E11IPING WALL OP F1.-. ANC-H _ 5HA, Ill IONG FNCNJ,,' I',AC REACH THMAIN r MSTRUCTURE NND SUCH PANELS 1a•1 7NIS F'ED ,,HALL BEAR IHE LA,Z K. AND uN,NAL SEAL Alp SIGNATURE OF THE PROFLSSIONA, ANf.Ip RAGE $HAL, PE AS MENTIONED IN AI) AND IN AZ)- ENGINEER Of xCCRNO THAT PREPARED rt !R) 'C xOGK_w:.l1 IN_5,--.90 IS SHUItFR "w"OLCTIJPER'S LABEL SEIAL, 0E LOCATE: ON A READILY vS'BLE LOUTOfJ AT STORM .EA15T,+(G_SONCPG*E PANE, SI.,TTER N ACrC.SA]JCE .YK SE, -,ON ,711992 OF RCRIIA 90LONG CODE ONE LABEL - i J4- / 'APCON ANCHORS A5 MA fACTUREn 1 W ALNWALI, Nr SHALL BE PLACCC, FOR EVERT OPrHi,C LABEL YD, "' ,-ONPL' .111. SEF•ION "09 9 3 O THE AC - 1;'a' P • 7/8 CALK-M ANt?16R`i, AS ygyL FACTUREC yr DFWALI. INC FLORIDA e(Pucw, a"xx , J.'. % S!4- SOLI{: -SEW ANCHDIVS. AS DISTRIgL'TErr RY ALL POINT SCREW. EIOLT tr SPCr(ILN.•T Ip PNIE.MATE FEMALE IC Ali) PANELMA•E PUS ANCHOPS..S MANUFACTURED R. E.C. ,U -`R C.Y'N PR%�yp--IRN11,.. i.' 1 A. lk4 ,/. - T . ZAMAC NAIL -IN A'CHCPS. AS MANUFAC%RL, BT CEwAL' NL ,119 J� `'f�*. H •'� 41 iIV,.M EMEf.UMENT 01 TAPCON ANCHCF . FLCQ IANEU.IATES AND ZAMAC NALIN ANC,,HOR. INTO THE * \,DEN �91 �- BLOCK UNIT S1tALL BE 1 1/4' : FLORIDA BUILDING CODE (Non Nigh Vei-It Nurricons Zone ' E,�., c P '1.ww .4: R : hN In tr xtLD -SET A+A.NOPS SHA.: BF FuafoofD */B' c.Ta 'rlE CGNLREYE ROOD. "Art. YG � YEMT NF}„44 S i 2tGAGE GALVANIZED STEEL STORM PANEL ..:: r- Sl ICCO SAKI BL FERMTIFG 1/4' .-20 SCREWS USEC SHALL BE ' '/2' LONG MINIMUM 5"0,1LiI i,C f.IS,, *_>�_- �_-- ----...-°I/]/iR]pANO •" M1N14UM FOR W'ALS WITH ND SIL!:CU ='C", ITT'-r ISTATE I�tNe ICLABAL PROTECTION PRODUCTS, LLC. To 63) IN I'ASE THAI FRECAST STONE. O, PRECAST CONCRETE PANELS, STLCCI; OR WOOD BOAPDS B{ 10 NC Ef(Oct., .' `r4' -I"'4 �T^ai nL y NC ,IP f (NG�MIIANv C1 IT . 1°°OON^.I 1, 'G\�p� 2D�175 �S/[7f: EXISTING WALL. ANCHORS SHALL BE LCTRG E^WL!GH iG REACH ,HE MAIN STRUCTURE 3EH1N0 SVOH PAN.. S' w..,. InR 4u�i •. ,n *H�4u. rpOaNW-aT+e, F. NPG•1669-/rol IxAIF' ANCFrCRAGE SHALL RE AS MENTIONED :N 8 ', AND IN B2) � a \' r....`...I - owawlwc r.. W1A/IINIAL WWII'' -FF NUN!Acr UpE/w1L WAS a �y i°1 m •T r4 A, -- ---- .fI., - -,MLxT a 1e --_- -_-_ _____.____ __ INSTALLATION DETAILS FOR REGULAR PANEL J` ' INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES EI POURED CONCRETE EX151ING POURED CONCREIE I OR CONCRETE BLOCK OR CONCRETE BLOCK I .Cuv'kEL ./ I- REOUIREG. I CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE ON ;:# (SEESCHEDULE ON j - EXISTING POURED SHE9 MR[KIGN 0 'k 1 { .2 / SHEETS 4 THROUGH To) (i CONCRETE OR . - CONCRETE BLOCK \\ 1/v.-7a,' 1,3/ 1 - 1 /2• ( I1/4' I iJ2- __i I I/4 --� REQUIRED SS .P HIAo ears NA®.1 1/.' O.0 i _ �_ NA* - MAX. CONCRETE ANCHORS 1$1 '(SEE SCANEOULL ON _I. I LC j I E.D I f SHEETS 9 THROUGH 10) I j 1 1 % ' I FOI - I I I 1 I t `.1`' { I '.:1:' I s-'1) 1 AYE- - •N -. . T I t3 94,5 • i 1?n. i ss R0.R R� L.J I I I SEPARATION 1 4, T G- _ It SEPARATION F AT .A IN9lY I TO GlA6S. �' SC,4EDl/Lf I 1 (sB PRI "NAl �N I I UNXH PAR rJ•) •L' TO GLASS I 1 we rw FI.II �' I ( IDDIN OCR r� (SEE SCHEOU1f ) 1 i 1 1 EXISTING f.1 GLASS _J ON SHEET 3) ` No.. I ' FANLL LENGTH ,I , ON SFIEEi 3) ( ' 1 1 ! I I I `- I I (SEE SCHEDUULF 9 I It 1 ( � ANTI. SEPARAIIIXVI "L' Ibv 1 I I E •L• I I 7 ANCHORS 1 I I A ON SHEET 3) 1 ) R I 1 9 I 1 [ - 1 D CLASS I IENG:H i F CE ➢ 5 SEINE IILF 1 ! PAJFI :ENGTH I ( (SAKE SCHEDULE (SEE CH (SEE SCHEDULE I I I I _ - R ! ( (SCE SCHEDULE SEE I ON SKv 3 ON THEE 3) ) i ON SHEET 3) 41[ET$ 9 THRp/GH t0A C f t i II 4 1 • 1 I I f I I - SOR i I OE 1' NO It i 1 1, 'KITTING 1 [[ 1 I MAX GLASS I GLASS -I I E ' �hF (� '• `i- { (( 1ItE '€s-.-tm - ° O�i• 1 I f- f,� •. i ED ' LW BMWs P I Ir� t 1 1E.O I tE I E.0 I E12• O F _3 I A 16, -•` I d EXISTING POURED I !O IZ 1 J2' OC. I . 1 1 '15AA I ' CONCRETE OR L I I(AS APPLICABLE) ihi snm` n.�°5(Nf.I P CONCRETE BLOCK I I i REOJRED. CONCRETE ANCHORS �J 1 0 �- - 1 f5 - F rr I/.•--" SS .5 ./ NUT I-y_I._-_2 - I (SEE SCHEDULE ON THROUGH t _-�.J 4 , 1 ALTERINIC e I, ,/]' I.c - 1• M� - SHEETS 9 101 . */ (I) ONLY WHEN $DUD - E'. _G LOCATION 1, 4 , SET tr CALA-IN ANCHORS ARE USED A W/ 'RAJ WHEN EXISTOR ING POURED CONCRETE PARELMATES ANCHORSREW B.OVJt ALTERNATE CONCRETE EXISTING POURED CONCRETE- CONCRETE ANCHORS ARE USED �!RETE OR CONCRETE BLOCK REQUIRED STAGGERED W/ STUD (SEE SCHEDULE (SEE SCHEDULE (SEE SCHEDULE ON SHEETS 9 THROUGH 10) G $HEEi 9 THROUGH 10} BUILD -OUT MOUNTING SECTION 1 SCALE 3/1I iQSIINTiHG w ifScllStCL.Z SCALE 3/B-l' WALL MOUNTING / SECTION SCALE 3/e. DIRECT MOUNT 3 IT +.31111111111I/Iry...A. a S FLORIDA BUILDING CODE (Non High V*Ioclty Nurricons tons) E.D. EDGE OLSTAIVCE NDTE_EOBSRMBL(AIlON �SECIlONS s - a o. 44167 *. ' = * -*` - U - STATE o ' e10'°'I`� DIG 24 GAGE GALVANIZED STEEL STORM PANEL .I / - ' GLOBAL PROTECTION PRODUCTS. LLC. °'/a/'°'D / IL�EC-O�Ne H ( SEE SCHEDULE ON TOP 'TIN 0 &BOTTOM MOUNTINGS CAN BE = 9 t '-, 0�. f(OR10►' i 5 :10.tr, '� : 1wc S.. 61 nIE[' SHEETS 9 h 10) COMBINED IN ANY WAY 10 Surt ANY , F- , • • • �\ 1-120-Lei F.'�„ „pLMGA1ww.N�°"O,ImaPaliF ..-- Ia�mwm-IY• PLOW. 0"q FL W'• 20-175 (w)-l'IAL HANK (95a)ee9-a», INSTALLATION. 0, "I'll, -s, a On,- a NFN 11111TI A nNTJO4R ,TX O ,1. wA11R A 1 1 W, P[ 101. - - m NIQT 1 OF 1e INSTALLATION DETAILS FOR REGULAR PANEL 11' INTO WQOD 4'AB' (MITI.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXTS`HNG WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR "Ey., - EC ARCHITECT PRIOR TO SHUTTER T °MALU �N. ' WOOD ANCHORS ALTERNATE WIWU ANCHORS (SEE SCHEDULE ON (SEE SCHEDULE ON SKEETIt) SH 11 EET ) `'D �.rt. I ,Ja, f - MAX WOOD HEADIER ----i I REQUIRED EXISTING_) (,8) 15--'I rl-i WOOD ANCHORS j (SEESCHEDULE ON $MEET it) YNnI ISEPAPATION I f ) --t GLASS.(SFF I. I - 1 ICNEDULF 1 I I/••.-w.,' - ON SHEET 3) I .-,. V ' (USE Rx we UDGP, OAR IIL i i i MAX PANE£ LENGTH 1 I . I 1 (SEE SCHEDULE ON SHEET 3) s I1 1 I `( I ( 50z I '.A I I - Or 1• S' MAX i I 1 `12 1 I I O 1' '/2' OC NO 2'X6• WOOD DECK REQUIRED WOOD ANCHORS - (SEE SCHEDULE ON SHEET I1) - 2' Mln. - CEILING AND FLOOR MOUNTING ALTERNATIVE 3W SELL 3/11I Yo- N;'_TE_QR-COMBIHAION_Oi-SE.r_9.__ 1. INSTALLATION ARE ONLY VALID FOR MAX. A.<.0 F BOTTOM M 'NTINGS CAN 0 4 8 Ou BE c P it t N DESIGN RESTORE RATING s. AND PANEL LENGTHS ( P ) IN WAY i R ANY COMBINED.ANY 0 SUIT AS PER SCHEDULES ON SHEET 3 INSTAL IATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 10 BE SOUTHERN PINE No 2, W/SPECIFIC DENSITY OF 0.55 OR EOUAL. EO EO 2'.i WOOD PLATE REQUIRED ALTERNATE LEG LOCATION I / _ I-O. _ ♦ -'T-' f.- � - " - WTI 'ryA'.I' N[X NW61.LA rftP �. I - fD - EO - I •IXLIEX ,u s17RW a i 2 I' SS - / AWT -1 -. 1/2- II _.. 1 I'. I i t �,. j I I I i �a tx]ea� RiW -1 7' I I Nn 1 1 I4' I E i f 1 I 1 1 f- Nit, SEPARATION TO GLASS E SCHEDULE ON SHEET 3) -� 1 ( 1/A''-�"' Lq1 'i NAX 1 I I >t so.rs w A G D61.IP~'Ar DIg Fa IN1p PANFI ;ENGTH (SEE SCHEDULE rX STING 1 LDOTH Mm r-.•I 0E+ S+E� 3) 'LASS I �� ( 1 I I I j 1 GR 1 I 1 I -;.�,_ OF 1, BUILD -OUT MOUNTING ALTERNATIVE 4W SCALE 3/1I p ...." `%GEMS''• ✓qss • i NO. 44167 .L = * - *s q'. STATE 9'• Off. A( t. :,y�C .i C"ONALE~ECJ.,�.s t. PE SLLL/BGEMTUM/am 1 No;�- ' , I , 1/2' I ./1.--I_ ^i„IIc. NEAP BA', I,w ,II s 6,/.* a, WOOD ANCHORS (SEE SCHEDULE ON SHEET 11) FLORIDA BUILDING CODE (Non High Velocity Hurricons Zone) ."K, 1XTMII. +c 24 GAGE YAIIIZE STEEL TRY PAN CAL D TEE STORM fl RA r r 1 L E C O ENe \, GLOBAL PROTECTION PRODUCTS. LLC. °'/DATE a ENONRRIIM7 GI AIIY .s. S.W. sl tnlFI'1 GAME, n 3v11 t, I- 7a .,r. eF .a n AIM 7 =-IYD^ lL®1 n,.,M, MM]NE (9>F)669-)SIN. fM (95FMW-619) 20-175 o\-tXX)e71e OMN` "4 .TER A "" 11., 1. wen a ,e -4^ '' ^W W r- L- _ M (1)U -0 a) N L- CL 0 O C .CM m U -0 ^1 CL : /11 (1)-0 M 0 O I -0 -� (/) _0 O L- Q. C L O /C ♦ V O 0 �� w LL L� 0 - M > -� ''^^ VJ W 0 O L- F ..A0 . = -600 /�� in, r- C i y III .r+ 0- C- EO ,, ,[. 0�m III- III r r► cJ ' d 67 G C C- �. 9 co J " � ,' c � 7 G ,'t �' s cc ', al �C�+' I.n _�. 11 l' ; n�� W = v / CC O L- CL U O Does V / M� W LL) m Q Z Z Q J d SHEET NO. SH 1.3 I 1 _ I II A 1 ----I 'I I I I 1 I_ _ n I to _ I _ i 1' ----- --- I I II11_ _ - — — -1 - 1 __ mm� �� AND CLOSURES__ F_ DET_!A LS FOR INSTALLATION IN POURED CONCRETE, I NCRETE BLOCK R WOOD STRUCTURES: VALID FOR GULAR. LIFE ' SAFETY & E-Z HANG STORM PANEL'T' SYSTEMS TI t 1, I ~.,_< I ;s, 1 ® OR POURED [avCRfTE. 1 l:/ CONCRETE BLai, . I• ODJ• 3103 H-1. pl VARIES 1 W000 FRAME W6J-16 N�..OY OW ALLAY *1 7[ Q & 0 AFauAFC 5.ANGLE ." , 3/: _ I T 1.-.. i' _ I I//2 UrnH1,z D.[• `" POURED CONCRETE. CONCRETE_ I7,1 � 1 M `�" 3. Pa4N1ECl CQNCRET[, 1 { 1%:f • 1 J/1' TAPCON }} 4' BLOCK OR 2 r000 FRAME - Rtatpp,� CONC I¢TE BLl)C L ANCHOR 12• a 7 /l' 1.t.. 1 Mn'- - 2•.4' EDM FRAME a DP�) h ,IA'.r IMAKI REWIRED E0 x pp I- : GA 11 IE 1 _ 1 _/7 I el.n ANGHKKF IAL,EPNLrE LEG LL'I{ATgN ! 2- . 1' ..055' TO e f2' D.0 I I I VARIES 2' . 5' . D%' CENT * I 1 5" Aka t S MLW- ANOVE M L n " k - ! ± Da0' J106-HtEN MUL' iF POURED R 2',4''R. CDNFRE - - - -` ,M-tA MU4 BIXf PUTS a OEk 9R 2-rt' WOOD FRAME .I { BL I 2 _ R JAf_+ 1 .fX I St05 Is L I % 1 2 I r 1 `' ( _ 000]-te ALE,' I - 2 - - I 1,CaKT. . ANGLS '.-% �M l ---` aa--------Y -----i Mv./CIA - - I (,' . BCLT r 1' . 1,M , IKMJ-t6 Mta• R 0 • tt" a.D N 4 9R I R/.LACKNUT CPnI N„rn ANUlE I I I CASE A PLANT CASE B (PLAN) CASE C (PLAN) CASED (PLAN) a SCALE I {- ,- SCR° • e'=!' SCALE , /.' 1' 5cuE / I I i I iI I W,,D_WT OR CAU-IN p I. (P ELCO PANIIAAATF ! - 'oLAE 0 FEMALE AND /' tXONCRETI. EJPS,ING TRW Ai T CR7V2'.I i P P I t 9lGCJ,: • "OP. BOTTOM OR ANELMATE Lus siE 4 1 � I I:sx POURED aIKI}E}L '.i � ` & Iv �� ON VE It Wa00 AS A I aPENINL to Is 'EL ON 5,RFrS 9.=. - (AMA. PANEL 2_., CONCRETE W� FLEE - VMS 1 1 Il •'�!1 irybrC REg1WEa '� PPPLKIBEE to a , Ij OVERLAP BEYOND l� \'� !l1111 POURED CONCREn. OON:FIFTE OPENING WIDTH) BLOCK 2%4' FRAME 1 E I OR WOOD 1 .A u 11 - REDUW€0 l I i !/,ram) /.�, I + OR4 i � ♦ FRONT ' VARIES •J' •1`/; '''I 1', BED, W/ ANCHORED a -- REAR FLAT FLANGES PARAEIEL t0 5' W I - 1 .ALL (,EW1, CU, DNO PANEL) ...._-.. !�1 X . 9.3 DISTANCE "--I--.--•-� !•- ' 1- L' 1 — - ----__i:--_---_-j volL,„,,.,IN,1,A CASE G (PLAN) III -,F. A r11/l%y SCALE 1/4-.1- PrmO'tell/ ,A' I.DIA .EN•• _-___. ._._-_ -. AgCr s, VA.2D FDA DIRECT MOUNT INSTAL,IRTION GNLV & as' ''• 1G S 9 ti rl CCP .FED PAN !INSTALLATION- AT WALLS W F El _ - SURFACE - AR H 4- - $J CE 1VEL v u'10N5 WITHIN J I - No 441 - 7 6 - i W.. * : s $ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) F CASE f; (PLAN) CASE F (PLAN) z O F' OF :4 nmo ntaD At I 24 GAGE GALVANIZED STEEL STORK PANEL '� SCALE 1/4 -,' SCALE ,/,'=1 ,r ,10R10 ..'�I �T C /► GLOBAL PROTECTION PRODUCTS. LLC, °'/n/,mI w E'. R`it )iV'•-H,%�-,. 16nLU, T,,.I, a CWWEC - IOC^_ R`V`,. IT (YA, t- M ,MOVE (9SaYAM-T546, FM fI6,)fte•-6»] DALWAY - P,E SFJL/4a.ATtItN:/tytE CA ILA _ r ,,EA A lc J• P. PE i m ,T-u, , Sllt[i a Or II Ater I __ _-_.__._-__... __.___.. MAXIMUM A.S.D.DESIGN PRESSURE RATING (p.s 4) AND rpggFSPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL Z,INSTALLATIONS INTO WOOD STRU TURFS (VALID ONLY FOR PANEL 1Q INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W ON SHEETS 6 & 7) MAX. ASD. MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 APUrUBiE w:xtuuu DESIGN IO PANEL TAPCON LAG SCREW PANEIAIATE PANELMAIE WO06 BUSHING PRESSURE RATING 0 g �- CDMBRNATK IN LENGn (D.61.) FEMALE 10 PLUS OF THEM (n.) tZ3 13' 13- 13' 13' -.- Me (TOP) ---- - TS' -- t3' -- --- 11 --- ,3' 3- _- tr (60TTC/ __..) W (TOP) ___ t/1' ____ d t/2 __ SEES _ fi ,/2 ___ _ 6 t/2' 6 1/2" --6 — _ _ ._ - i/4' _ _- 12 1/1" H ,/a' 2r (Bun 1) 5OR - -._-_ - e __a e' - - _. --e- _. - - IF - - - T P..-- (im) LESS -- _ - 3w BOTTOM J 3 - - 3 - - 3 - 13' - _ n ) .4 -1 5 5 -- 13' - - 3 t' - u -- 7 I - 3 Aw-- { BD71 ) oil LESS i3"-.._ 13' _,.. 13 T!' - ,/T r (n7P} T3't_ 3 i3' a ,r (B0T70u) Tm 1 ) - --' 6 t/2' - 6_1/2 _ . .e ,/2 _ ._. H ,/2" 1 6 /2 _... _- - - a IA __ 2 i/2 b __ - - --- (ban•) -. 5.- . >_ 0 + /2-- a' 6 T/? 6 1/2 - ...._ _._- ItI-P) 11TD4. 4 t/i; 1%2 - 11 - 7 .... _ (BOTTOM) O 1/2' 9 7/2- _.. _ 2 _ _. 1j.. IOU (_I 13• 1J" ,.T - 13' - - 8 LJ7' 4W (BOI ' SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 19R 15 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1/4'. TAPGON ANCHOR O 9` D C ED• �1 I I. N DX SnNGJI GLASS Hr I 11 B rd Y N 4 IE it 1, It-• iEPARAT'ATI N TO GLASS N EXISTING POURED E U CONCRETE OR CONCRETE BLOC. REOUAED 1' 1/4'. PANEUARIE PLUS ANCHOR O 12 1/2. OC MAX. A.S.D. MAXIMUM ANCHORS SPACING FOR ED. = AS SHOWN ON SHEETS 6 & 7 AP%"1E AMANLW DESIGN PRESSURE ALTE/bL17tVE POND LET1GnN DATING TAPCON LAG SCREW PANELMATE FEMALE ID PANEL►MTE PLUS WOOD BUSHING / & ANT COMB94Ul®N L' (DA.±.) OF ,I" (1t.) 13" 13' T3' 13' 13• IA' (lop) I 3 r} 13' B' IW (BOTTOM) 6 1/2 8 t/3 6 1Ir 6 1/2 (TOP) 6 t/Y __ - __ __ _ - 6 I/a-__... 12 t/2' 6 t/A' _ _u_ 2. (ITT!) S.OR ... 7 1/2• a' a' - - 3W Rom) --TttiM LESS - , -- z _ s' e' e' SW 6Q ( J - - - - IF -- - - I _ 1 13 - +a _4 > 5 , _ IS' - I - _ 1} 3 ` 3' Aw RbnOM ( ) TO +75. -75 13' - ]" __ IEEE ,3 _ __._ 13' _._ Ip' - -_'. ,w (HOP) __-.__.- no OM I 6 , (TOE') 6 t/2 6 1/Y b a /2' 6 t/2 � -- .. ...-. . A I /z . ___ _- 5' SEISE - .IEEE.. - 7 2" J - _.._. 7 , / 2' - - _. ._ __._ sw DP (TOP) TO 7' S. -5. - _ -... S /2' _ 8 ._._ fl j _ ...-__ 3w (BmomX _'(I 13' 12' t3' .J..__ 5'12 _. I. _ 7.31 to* a morromil I • SEE TABLE II FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER !;5 IS I USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 TABLE k A A.S.D. DESIGN LOAD MAX" PANEL LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF 6'-2" > 5C PSF TO 60 PSF 5'- 10" 71 A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE MALE ID OR PANEL MATE PLUS ANCHORS & W/ 9 SP6W*,,!TMQ 1/2' O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL(j) INTO POURED CON, BETE OR CONCRETE BLOCK STRUCTURES EXISTING POURED CONCRETE TACT CONCRETE BLOCK REWIRED. I /1'. TAPCON ANCHOR O 9. OC EXISTING POURED CONCRETE DR CONCRETE BLOCK REWIRED f i2,I f2 I 7:= -'. ---1-41, NI SEE SWEETS ,a & t6 FOR ANCHORS TYPE a _A"`R rail NVALUkTI(WS INTO WOOD FRAME BU%DRALS MARMW AMOVA SPAIDNas AND MNA,,At EDGE DISTANCE ARE AIO,UTEO 04 IMS W EDULE. roll E,D LESS THAN INORATED ON SCHEDULE REDUCE ANCHOR SPApND By MULTPLY'NC SPACHG S-0" 0% SCiELULE B" THE FOuOarG IICTORS FOR ,N6 OPERATION 10 BE POSnPIHE. REDtICdO SpACea DWA94D USING FACTOR LNALL NOT DE LESS 'A'D THAN MIMMUM SPACING ICATED FOR EACH "NOR TTPE ON TNHS SC"rDvLE '/A-. 1/4'. Ne8X101N TIRE ,Mow RV UMARE _ AIAL McHa1F LPAeNC I MXMll 3 J - A CN.HWA (At. rov 1 - _ _ MFAMF R.II '. Xrl-.M &e! th) J IGML 78Z 918918E OLD) FRL70R , ,/2- BA - AAO - _ - I __ - 31/7'- _ fU• I I I �� I I. Min I I e--SFRARATION - I N TO GLASS r /1_:I EXISTII i 4 GLASS p.. N 11 I I 11 I I - I I e 1) ,l.A i3 �n W® • FA asRLNP •i 11A% 6 PANEL LENGIII (SEE ELE1L ON SHEETT AI T2) I1) _. , f dd _ t _I L 1 r . I IL '.i' I t 6' t EXISTING POURED - - CONCRETE 0 11 , B ! pp 6 I ' CONCRETE BLCIC_P REQWRFD. 4 )I ,9EYD4C) 1/4'It PANAIE ELM`_.5 ANCHOR (BEYONCt WALL MOUNTINGS SCAlf 3/e-t' FLORIDA BUILDING MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL If) INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAX, A5,0. MAXIMUM ANCHORS SPACING FOR MIN E.O. PER SCHEDULE BELOW APPLICABLE MAIUMUM MAX. AS.O. 1 SPACING rail M E .PER SCHEDULE MAXIMUM A1'/OHORS S ACI IN D EIR11,E BFS.Ow APPLKABLE TO MAXIMUM DESIGN PRf55URE � & ANY PALACE LENGTH DESIGN PRESSURE &ANY Pea' LENGTH -L. TALON SOLID -SET PANDUMATE FEMALE. ID PANFLMATE PLUS IJIAMC-NARIN CALK -IN TAPCON SOLID -SEE PANELIAATE FEMALE f4 PANELMATE PLUS IAMAC-ARENA CALLA -IN RATING (P. H.r.) •L• fn.) RATING (p.A.7.) COL1BlY,TXN Or THEM (R) AO 1 ro ro 4DN" CONGR,E,4., tO El ro +CONptETE To ro iC01 M!FC tD . COARMY,TgN OF i}EM ro TO ICaNCPEtE ro TO IGDtrRETE ro WIDEJE COr±CrE,t 'V cORaITE; ra W (III AD CONCRC,E to Ina�ETEICOA LE 13' 4 13' l3' 13; 13' I 13' IS• I 1J' 13• ' •3' 13• '3- , RCP) 13-.-t, fY t3- ,3' IF IF _- 13' __. 13- __-.. Ir i-r 1]�tl 1/? , (HOP) 13' -_13' ,r Nil 1/2 ] (BOTTOM) __.y - 1. y 13 _ -- - - i]'. 13• ._-- -1 J 1!" Y..__ t ,r 3 RISE t 13' J SEES.+ ._ _.. t ' 13" 3 __-__. t (BOTTOM) l U .- _. 1J• tJ' ..--. .-_.-----.I- t5" 13' :3' 13' IJ' tS" I 3• 3 t t IX• ] t3' _ 1J' S t}' !3' ]3 IF ' J 13- 2 TOP ( ) 11' 13' -f Ir t3' it _ t3` 13 _....}._ ,}' - IS .. .�. i] IS t3 IJ I /1 i IJ n, 2 / 2 OP it 1 (BOTTOM) r BDnD 3 ._ 3 3 __ }-.._-_ IF - IF t 1 , 1 .__ - 13 : _ ? BOnOM) IEEE_.' 3 7 _'' I i 77 J - - t IJ I- 13' 73 t _J _ _ -"t ,} ,3' ` - _ _ I ' 3 I 3 _ —_ 2 ? z IS _ 6 1 _IS' 6 1 1. / 1 t, 3 ] . _ 1^ t �' 2 / / S 'S _ _ 7 _ _ 1 'S 3 _SEES _- I A' 1 4 / 5 / 3 HOP (TOP) -_.. 3 1'I _ BO _ 5 a OR i tJ' 3 _� _- _ _ t i- J J _- _ _ 1 ] 'It , 2 7. 2 2' / _ i 3 ._ 8 I A" ... / 1 3 L.._- 6 1 a' ! 13 _. _ t 1 •1 2 1 / 1 J .__ 2 1 ? t i3 J __.I - _ _ I - 11 / 1 __,(6 NA" 1 1 4' 6 6 I 3 CP ) n _.�___ 3 BOn01f •_ 5 a oil 2 -__-_ -___ + _ B' 8' B" ___ y. -.....-. 8' _- .... _ - -- I _-... ._. _. :.._ _- _..... _ ,_ t 2 IEEE__. -..SEES. � _.__ ♦ BGnOM ( ) LESS -LESS - ! 8' _. _...__ 8' _ 8- -____.i..___ B' j' ( _ ®- -._ H -____ _ 8•_.�.-6�. 1 B BT�._j___5, B" A (TOP) . BUTT (BOTTOM) 8' _ B _ I B. _ 9' _ e S -- -- - ( `... _ t _ t __ -. 1--_ -_ - IEEE.. -. __ 13' 13" 1J' i3' I +J' __} 13' - 3' 13' •-. -J- S '3 ]' iJ- 5 (TOP) ,T' - '. ,J' 1J 13' iX' _. 3 ) 3 - 17' '3' ,3' ( ) - i3' � 13' 3 � T•- t : t" t 6 OP t3 I ,] --___.. t 3 I! ,_-__._. ,3 .. 1 3 - t 3 1 J t 13 IS _ 1 Y 1 ! 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I-__--__ F 2' e` / -.._.. �_-- • , 7' 2 - I ./4 •-_..-._-..---'I--_ 9' 4 1 I J" .__.� _.__- 1 I 1' _.._____. 1 7 OP ( ) ♦-4 SEEN,_. -. ! 1 7 I 1 _.-._ :_-_ I - _ 7' _e, _' i _-- i 4" _._.__,Y__.. _ ! 1 , 7 13 2 _ _SEES_.-.- 6 2 ] a Ci OP . - _ _ J- -__ ,3' 1 7' i3' t)' ,9 ,/2' t3 9 I/2 t0 /2 { 7 i 3 S 1 a 5 (TOP) ,3•...•B t/3" . tJ' i! ... ,3 y 10' 1 - J - f0' - „ B - ±J ,b 1/2 ---- S (TOP) - }- , to Y S / �_- J ' ] -- r- i]' 1 -- _3 .SEES. " i ] s 9 2 3 / :..SEES- 9, 7 3 / t I TJ D 2 2 / / -. _..; , J I b 1 ._ T, ,]- t 3 I I J ,.• 0 t3 t 0 1" B' •._ r I •6 t 2' 3 / F- S eanoM ) I •, Y ..i7" D /2•.13 i 7' -i 11 '- T 7 , 2 IS /2 + } i• ltp;,04, _. _ IJ a. _. _� _ tl-� 13' _ 13 B /2 3 _ tB_ 12 1 _ , 1- 2 9 / t __ / __ 'S t 2 11' i / _. _.IEEE- ( )_- 6 1/4 !s ij1' 6 t/4 ;b ,I,' - I E i/';8 I(BCn'•) - - 6 I/a"b I/4- 6 ,/a 16 1�4` _ _ _ _ 6 t(a'Ib I/1' j-1W- s (BOn •`) SEE POET II fail ANCNCAS TYPE a SPACING FOR INSTAIA1KPa RICO MOOD FRAME BUXDMS. INAMN ANCHOR SPAANS AND tIWMUM EDGE D61ANCE ARE PIOCA ED ON TND SCNEDUiE FOR E D LESL T±MN INOUTED aN SCWDAE REDUCE ANCHOR SPACING in MULTIPLYING SPACING SNOIRN OA scHEDULE By i.E rO.Lowwo FACT)RII FOR TNIs CICIIATXIN TO ,K P0554AE. REDUCED SP4CIAa OBTME:D USING I&CTOR SNML NOl IE LESS T±RN WNWiIM SpACLAC „ADI Im EACP AwNOR II" O N THAX SLYEDAE 1/4'. ,/r. /4•. ,/4,. ,/.'. I/.: ANCHOR TVPE rAGb, SO D-W INUOMap .�tl6 w IAHAL-NMWH CA _ - -- Y•Y' MINIMUM ANCH6R SPAC in. 3 3 ] 1 T 1R• 7 I/: MRIIMLMlum c 04CAAfE D.)- 3 , /. , / ommme Emwl '`peg eatK-RL !-_ , •/I- , /3 n to J VT._ Actuot IDBF Oxietim (ED.) FACTOR I tR' D.. -o I -F - , qr oe, 6a - -DeP ,•(-m o n - I-1,7- Inc •• SPACINGS ONLY VALID WHEN SPACER@IS USED. SEE TABLE /1 FOR MAX. AS.D. -. DESIGN LOADS & MAX. PANEL LENGTTHHSSWHEN SPACER IS USED. 3 VAX. t• D.M., ( j MIN. ODFQ T= LI a AS.D. DES" LOAD w)ONIUM PANEL LENGTH 40 PSF OR LESS 6'-8" > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-TO" H FRINSTALLATIONS A MA%. PANEL LENGi S ARE ON Y VALID 0 H W SPACER Y 1 W SOLID SET ANCHORS & 5 ACE 2 2' U C �SAHIHIT ,ANT�'IIAAy r/,lP .•...,.. �l/l�sl F \DEN FLORIDA BUILDING CODE Hon High Vol Hurricane Zone) - * : p1 '. +y FS• yy • 441 s% _ TATE 01< 7A. _ - - - ._' 10RIOP ` Lo t� .... �\ '! ., -i" _ LP.. lsltaHn*ua/wrz �02° c n"Eca Inc. �; / 1 � L E `` 24 GAGE GALVANIZED STEEL STORM PANEL �„p„ eN GLOBAL PROTECTION PRODUCTS. I LC Aeao Sr Lt sTIWET DAME, I. ml. A'ADH� (n.)aW IN%IA 060--•., I RTn- rUA a ENa1NEEMNR cabAln' .�. eYRRa Ro ,M A... UWJ.- ll - ORt a+,_I . u-a°D67tt- `? 2D-i75 �AWn° Nc. SARI 9 p Itl - ,NtMW'4 A w11 j I- ANCHOR' (SEE SECTIONS & ATT"RNATNES ON SHEETS 13, 1A. 15 &16)-- - __ - _. - __ - _._ - - i* R-1A/13, R-2A/13, R-3A/14, `R-10/13. R-2B/t3, R-38/14, 3' MAX. R-CAW/15. R-2AW/15. R-3AW/16. (7 R-IOW/15. R-291011/15. R-38w/i6. ,' LBN_, Ca O o O ,—, TO O 0 _. _ __., ._ __ __. - 11'', i - _ _. ___ IEEE, _ ._ __a 1. i , �I ! I f i I 3 _L L/2 i '/4".-20.1" S.S. BOLTS W, i@- 1 1• I � (USE FOR PANEL LENGn, i MAX. i U / OVER 7'-s7 _ '�_ ! PANEL LENGTH i REGULAR STORM PANEL /, �\ REGULAR STORM PANEL i 8'-8' O 140.0. -40A p...f. I ( OVERIJ3, 40 PANEL LENGTH BOLT) W/ T I '�;--- -- ---i� - - -fir' _ _. _- - - -' I ------------- IFT SAFETY STORM PANEL. 7'-6. O +50.0, -54a p.9J iI .. �.l (W/O I vvw MO PANEL iiNGTN wLr '�A ,?' 1/5i Y-B' WN, PANEL LENGTH `.V,'�- .(:j,.- �A ijAY-20.1• ..�.. - A7 ALL MOUNTINGS S.S BOLTS W _ I'• A] RLA I U OVE i � I ' 6• I I [. - - ____ __ -------- . _. _ . -- i__. ___ e ___ L " ' (2) NOTCHES AT $TUO ,1 LOCATION O LIFE SAFETY I Y ( PANE=. ..EC. CORNERS �I Q 1*1 '! , D.M..C3}, _ ___-___-__ .. -.-IEEE_ __SEES_— ._ -OVERLAP- -OVERLAP- Ot 1�v WING NUT AT EXTERIOR WING NUT AT ♦ }• MAY LEFT PANEL flIGN1 PANEL 3' WY. 1 INSTALLATIONS ONLY VALID FOR WINO I- MIN. R-to/13. R-ZA/13, R-3A/14, R-19/13, 1-29/13, R-38/14, I• MIN SPEED UP TO 170 mp:N. R-IAW/15, R-2AW/15, R-3AW/16. R-18W/15, R-28W/15, R-3BW/18. .. ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 &16) - ,/4- U. GAP LIFE SAFETY STORM PANEL f ELEVATION (t) - - _ 1 SCALE 1/4'-1' REGULAR 21687 '. .:I --,--" -�-_I � "-,-- I- ,, _II_ ---11 / VVTW'\HOLE - . STORM PANEL ('N DITI AP •■11 -1 WALL-M -- 1,z �1', 1,_l **101:­_:4­ I"- i f 'RSTE. PANEL ---_- "--.._.__-. --- ',:p,r_..:-. ---., _ w__ i6X14H�`7.1_ l _ clfi,.LL_.,�__ U r� ,7- �'' VLSI, GAP" Y 4'1--V%CEN ✓'-.� ., ' 1TNERLAP: ,SEE '. •p 5 ' . _ - ; -- , -` r - - ' -- iGl7 - - -- S �, LIFE O PANE. 4'O1 * z FLORIDA BUILDING CODE Non High Velocity Hurricane EXTERIOR %yFF� .. I.. ,.\� 4�, �°M n�O 24 GAGE GALVANIZED STEEL STORM PANEL ' / Nq �';_ / 11 LIE C O NNc� GLOBAL PROTECTION PRODUCTS, LLC. °'/� sECTION A -A y( TILL -AT' r[aTINB & ENONEXBRNB COWYWY .�O SW. 61 S,Rto SCALE 1/4'=1" 4'i'/','/�"CI "''•� w: II-iaO44-R rN �amlA„a,v R,OK (H64)Ha0°-76a�5. i:JYJi!(B94)b>!.-t», I 2D• -. r_-- --_._-.._.. I -__._...e._.-...--- - INSTALLATION -._ DETAILS _.__A _ --_-_. FOR LIFE SAFETY ---_.-_..._.__.-- PANEL'.- -` -1 INTO WOOD STRUCTURES 1 ( I - -- ._ -, ,. ( + - -- _ — I --t ...- - __ _ - 1 .. - 1I DOE WDDD HEADER I - WOOD HFAOER ArQUIRED :jl - HEADER .L'".., V _•• - WOOD HEADER i WOODHE I ]4! C _ ,/4•W TAPGON ? ___ }-- . '/4-. mpao. i I . /r. TAPCON i� A � -- 114•0 INKON 1i _ ({ttt ANCHOR O 9, at 1 � MCI -OR O 9' 0 C i AvC -OF1 O 9' O.0 1 ANCHOR 0 9. O.C. i ! s I 2; 1 Q ) I 2 ; , �2; I I i .1(Ti:: _ _ •i i(2 ilA. y W^ i @yi?+:•:sY_.O1/A ; •N ,,n 1�2 _ 1 1 iN�yi '/2 1 --- I`MAX .1 I I IM 2' Ayl F�2 1 1 i 2' 7 I IIT4 --_.�NAA- , It/A•I! I I .` ,..� -__ MAX- 2' I} € IAI" ) 1 1 1 I I. MFni 1 MM ItL11 I I I ! M. ' l I I I 1. I I Ii. � -1 I,- C 1�) 1_1 I.f,� p lit I 1 I I I,/.: -:a,• riI I " IK4R rP'I - 1 H C� R I I ,A:-2LN: I `e mn i I -/ I - t Ir, ac �' Exlsnu(�I GtA55 Ii 11 as. er I6 W / A.-' ! 't!q 2R RY¢a -XIS?/LAG t lt/CT, - r 4`1 GLASS. tl I " R IS( E%+snN[rl G1A55 n , II t ss eD_T-s_a�1 r. (11 I 5( �. I 1 I'tBtlYH cNit, r-4r, N; EOD$ti_�",I I i OLtSs 11 I ' 1 I , II K. I I / I 1 "I " MAX 11 I E II 1 E -- W,x. II II II „ i 11 'I ! 3 / , ! 'L' Max. e PANEL LENOTN (SEE ELEVATION X L , , _ I I E PALATE 1-F.tYGTH Il a (SEE ELEVATION I) ± ON S.fTT t2) y' � 1 1 L• LEN ``gg11 PANE,. LENGTH; : A i (SEE ELEVATION ' i ! PANEL LENGM .r 6' I -I f (SEE ELEVATION 1 I I ON SHEET 12) 11 IT r , I y 1 ON SHEET 12) I ' 11 I j , 1 ON SHIM 12) I 1! , M.• i Imo- PARATO,r 1 1 ( -y 1 (- ' a ` III-- 1 ( I It- SEPARATIOFN I TO Cuss. I 1 -. t ,, '' N - 1 i I' Wn. ` I I` '. t .. , 11 70 GLASS. LI I 1 `-' LI2 I I SC7,.RA'ION a To ^'J95. v {9 ^j 14 't' 1 ( --_• - E ON y-} it 1 1 _ I.v s+ €9----5EPARAT ! I �2 1 I II_ 1 L 9Ta GVSS p13;6'E0. + `C7 - --f EO actT I k EO.,1 F _L_ __j I I - . : ' AI : - p11 ___.� ._�.-s , EO -I __T'i EO ---_--N 7,,.3 E0. ,5. rival NrSD Ni M. EM I.-...__] M- ' I L_..3 ' 1 I ;-' I . 4) '•.4• WOOD ,IPLATE I o x (, c ED.1 y t12• �s d� a Ys I IOL,s " t =, . TAPC ON I. - ','A-. TALON REWIRED j 1 4'• IAPCON 3 .,' WOOD 4VIC i I !'' AMCNOR O 9' C C ANCHOR O 9' 0 C _ I i ANCNNI O 9' O C PLATE t:,: TAPCON 1 / ss.lD STAGGERED W/ STUD ! REOUIW'0 { ANCHOR O 9' OC. .. i WDaD i .. PLATE . _.. .PLANE I 1 _ 1t -' - REOUIRCU REOVIRED IV � - E{ WALL MOUNTINGS SCALE 3/6-1• - O U E S�iFETY PANEL ALTERNATIVE R-2AW O REGULAR PANELS AH/NHNA1y��rA,� TIt, O W(1LL MOUNTINGS SHALE 3/8-* U�B I .`,A �y V _ ..:..ISSN ✓ 4 � ' �CENS ''• 9 = FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) L 0. s�DApp„ c- istim K rN. 4GALVANIZEDP 2 GAGE STEEL STORM PANEL I INSTALLATION ARE ONLY VALID FOR A.S D. DESIGN PRESSURE RATINGS (p.6.t) 4N0 PANEL LENGTHS ti - * * 4 (L�- bY. \, GLOBAL PROTECTION PRODUCTS. LLC. °'!DATE°'° PER ELEVATION ON SHEEP 12 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD •O'• AMC. DATE STATE OK _ `` 9.'. x - ; ' - , a EN* a COMPANY '+M9 s.W. 61 STREET 10RID `4 4" At. A, u• x,, M,rpM, n aT,r wME. "L JJ.t,a MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ��.4`' • r r a r.... 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Aw.ORS TYPE a SPACING - WAUA,XII .no WOOD new RaLONN6t. • M.PMUM ANC,tlR SPACINGS AAD MINIMUM EDGE DWAAa ARE INDICATED ON TNLS SDAEOULE FOR E.D LESS I IIgUIED ON SCHEDULE REDUCE ANDF,CF SPACAIW In MULTPI SPACING SNOWY ON ,VCNO U: Br " fOLLOY.f, rACiDRS FDA ,NHS OPERATION TD BE POSSIBLE RLAUEEO SPACING 08t.IR0 ,USING FA^TOR SNML NO" BE l£56 I- ,AMAJY SPICING MICA MR EAGF, ANCHOR t. ON THIS SCNLPIRL F/•-• ,/4'• I/a•. t/4'. ,/.'. i/A•.. AMCHOR TYPE rAPIXA _. sDub-'a+ .. ,FDANUE AR SEISE. ,M MR, M•rLc-LAMA, cAK-N - -- - NWYew —SPOOK .., AAIr_H w ) , ] , J 21Y ! ,] / AANIAWIM to" kDRrxE t , , ,✓,' Y 6 3 '/2' , - osrANEI IEo.i moat a- AI 3 I/:' , Vr , In - 3 ,/,• AMX WK OISIIIN[t E.D) FACTOR n' D35 - - „/2' oe1 n,o - - � - 21. - ato 111 - ,W - --. - " SPACINGS ONLY VAUD WHEN SPACER I^ USED. SEE tjW /i FOR MAX, AS.D. DESIGN LOADS & >M%. PANEL LENG WHEN SPACER i�,91 IS USED ot..A. TI(Cij,,�s * i o. 44167 * * i JmLLJ1 A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5•-10" P v F INSTALLATIONS A MAX. PANEL LENGTHS ARE ON Y AUD OR INS ALLA ON5 W AN SPACER 1 t SOUD SET CHOPS & W 9 S CE 2 2 D.C. 1 / / FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)I — `L a_ - 24 GAGE GALVANIZED STEEL STORM PANEL F1. ow.N Br 07/77/2010 % ITL-TE C O N14I, '', GLOBAL PROTECTION PRODUCTS. LLC. nWi 1LSTVW-a CNDNCEINNW aRYPANY .•p:l SW !, 5'1� DIRE. FL • m w- IAAHo�HA �M .'.,. (xAM -I .LASS oL-•� P„DE (I! AN-76A6. (116,)F.9-PDT 20-175 rl:�ir a �C H_ _ w 11006T,9 I _--- EW[N, - a ,a WMZA A. IIM,T PE R Aa,6] -4-0 C_ _ L a) CLN 0 L_ C Q- co -0 a- .� U � U4-^ VJ 0^` C O -2� W - / lV 0 O O — E LL L� C0 .� � L O O L -I✓ Ca -� �-i/� V,J 0_ a z z w J INSTALLATION DETAILS FOR LiFE SAFETY PANEL `1, INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES t/.'. TAPCON EXISTING POURED 1/4'. 7APCON EXISTING POURED 1/4•0 TAPCON EXISTING POURED 1/4•. TAPCLIN CAISTWG POURED ANCHOR O 9, O.0 CONCRETE OR ANCHOP. O 9 0 C CONCRETE OR ANCHOR O 9' O C CONCRETE OR ANCHOR O 9' O.0 CONCRETE OR - CONCRETE BLOCK CONCRETE B-OCK 1 CONCRETE DLOCK A CONCRETE BLOCK ' REQUIRED. r: REOUIR_a I f REWIRED REOUIRED.(N- i "i - I r �. t/2 11/4• ' 1/2 11j4• ' 1/2 II/4• ' 1/ LL I/4- I - wx. . a�X. ��. MAX - _---=1rRrl Yax. I O , r , I r I _1-` I I • i1`1-1(� CP I I ` �j�, Ii //�S O -) �.-+!I' 1 % t I ', 1 I :.. i ; I €_. •• 1 {j• e.A _ _ 1 II 9 1- Min. I I p., ., p o.. t' M±n 1.I I (O y.'. R 1 I L B--SEPARATION I iy II D` I N- SfpALA7lON ^! I t ` t► n 1 i (.,/r'I-20.,' E%IStN ,0 CUSS. 1 T 5,(•:-5., I j 1 1 I/H'r-2P,1' EXISilyr+il TO GLASS. 1 1 (( ±7a:-1m" / 'O Q' EXISTING JO 1 ( 1 i3 IGLU$ w/A GLASS i 1 E i, IIGLIS M EXIST,Nti ' C 7 T SJ. •9L15 w GLASS U ) _ i - J 4.5 SUIT$ W GLASS : M o, PaW ' -JI 4r Ei IAFIW - , (t'� ✓r Imo% It . 1 E Off ra IVMEL p � I 3 r EA F GIASi " / E I LL (,g caR w1fL / I € A, rA a.E M.•A' E� G"L Il 1 % a - OWN, r_p') N e 8 ...,t 1 t ,E•c,,, a.,I rd} 8 • ; I ' ;AH - 0 O n I I R A i II n ' g] t t ' e N � a Ii /•i , ( 'L MO.. it I * i 'L• MAX. ii � _ I -MAX !I �. ' € , -L' MAx 6 d (v u , / /f N i i s 1 , li PAN H G P 1 P 'N F EL LENCT N I F LIL E LENGTH { 4 6 (SEE LE G 6' PANEL LENGTH 3 � 1 u t r G SEE ELEVATION ION ,. SLE H ANON N I SEE ELEVATION L Il I E ELEVATION j ' { LEV ; ( J �i FF , 1 (SEE ELE1I Ito d e !' Min i - I I ON SHEET 12) 1, 4 , ON SIrEET 12) ') ,. kin. Y 1 f ON $HER 12) If I j I ON SHEET 12) - '�' It-$EPARATgN -y ) tl I € ' II -SEPARATION -i I ( 11 R i , 7 4, O : G TO CLASS. t I H II 1 t 87 L3 �. w ,. 9 'O GLASS 11 I I r �! d ++( of I I I I t G I I c L/2 I ( - E L,'7 I ( ' 7 I 3 I 1 a' H x 1 - i 1 1% 1 . I __ �1 '.1 E I I EESI E.D• � `-� E.D.- I I .. � E.DE I i � ED- . I tT I I P I v I 1 ; a I " 5', I , ! E I e - I F t / 4 • i ie„ Time 1• Koc 1 I __ , F m I EGC I i , EO - t E0 I C s/4" . ) ; F L_U , 1 EO „T- mL,sID, N.s. E01 } - � . +i�n NS 1 4' t' AX , ,/S C� • ,2 •/'Ti 'y0C ! (4', ?` 4`11 L 1/4'e TAPCON 1/4'. TAPCON ,/4'. TAPCON 1/4-. TAPCON ANCHOR O 9. O.C. ANCI,OR O 9' O.C. ANCHOR O 9' O.0 ANCHOR O 9' O.0 EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR EXISTING PO,AED CONCRETE OR EXISTING POURED CONCRETE OR CONCRETE BLOCK REWIRED -CONCRETE BLOCK REQUIRED. CONCRETE BLOCK REWIRED CONCRETE BLOCK RfOLOREO SECTION R-1A SEUION R-1B ;SuJjgg R-2B I O REGULAR PANELS 0 LIFE SAFETY PANEL LS O A SAFETY PANEL WALL MOUNTINGS WALL MOUNTINGS i SCALE 3/8-I" ` "".0 SCALE SCALE 3/8-t' 1 �"`��+1 'TER;°':... 1/l -, SEE SHEETS 15 & 16 FOR ANCHORS APXim TYPE '/4•r r ��`V'W, EN,S` �A (TIDE k SPACING FOR IN TOMS 1NrO LAPCDH 3' '•' a'000 RIMIE BULLfI1W4.---__._._._.-SEES _._. .t MINRWJM ANCIOR SPACINGS AND MINIMUM - IMNwIM ANO,O. ""a"' I") 3 t *: No, 4' n FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ' EDGE 615TANCE ATE ,N04ATi0 011 THIS +.4ppM,o.ppM a.nP.l. (A) 3 ' jO OTE G ., -[-' - .Mo Tonw. - I r. ON SCHEDULE LER E U E AN II R PACIPInn OnANa 1,A1 fladl ) - - 'J - t STATE OF 24 GAGE GALVANIZED STEEL STORM PANEL gyp„ �. ON sCHEO,L REDUCE ANCHOR BAKING 81 MULTIPL•ING sRACWG sNowu - AmK 9K � IE3LT Fy".1011 A, C4 oi/21/2.,0 scHEI7ucE ar THE rouH7rIK FACTORS a33 p �i _ - ! 1 L 1 E C O tEec \L GLOBAL PROTECTION PRODUCTS. LLC. 0`r FOR THIS OPERATION TO BE POSSML. ,(2' / ,} REDUCED SPACING OBTAINED USING /0111p1 ITU. vrtsn- •-NCERINe co%'- A•oD S. 51 t,RHET 2,,/2- Oel �^-•'2-C.' .,SINS w. L - - M�MPms. n N] ➢ONE. )LlJ.l,.rACTOR SH6M1 .1 BE LESS THAN NrN1NNN IH,N , u,r.1HAtA, SPACING INENCAtEO FOR E4C 3-e.a - .LASS am) ANw , , , ,wDE (ISA]NY-ri.S, rAK: (I6.IeM-a»i 2D- 175 ANCHOR TYPE ON THIS W.FOULE '- cA_; 719 A,n - IAAw4 N, 3 1/2• I PE Sfw/SKr wR URETER A rp-UI .H, PE AP -LQIW N,e7 MRR U !N O --,-------INSTALLATION DETAILS FOR LIFE SAFETY PANEL J'11 if I INTO WOOD STRUCTURES _'_- WOOD HEADER I 000C HEADER I REQUIRED ': REAUIREO ___7____ -(- - 'J4'. TAPCON 0 9, A/ICHDR O 9' O.C. I I 'f.. - ANCHOR O 9` O.C. ANCHOR I I I •2i ,2. 1 I<. v , 4,412,X,,_��-.•XYa� � ' . ) �r'A 1 /- ,1/4' !'t""Y'- , /2' , ,1/4 MAX„ ± MAX, I T - 2. I 2' Mn ! I I MITI I I 1b _- 1j � I I ! � . I � ,, ,,,,�,� 11 I o) p I I I i, 1 ExISnNrt1'I I I I./a ._7,1:,• I I L i I 1 e-art •T G1A55 I! F 83 ROUT$ . 1 I 3. T A U ( X,"IN,S.-II 1 i I !1 •,. I tiW.Pr GAT, 16, nixtiMmil G'.ASS 11 4 ; ' I j II I MAX L u iil MAX l' 1 1 L' L 1. E "FH PAN L LF.NL, I E l E' , PANT NGTH i !I 1 ( -` LE II I P (SEE ELEVATION I, I (SEE _LLYRTK3N ' -.. I I ON SFSEEI ,2) " , I - I ON SHEET 12, 11 II I 11 I 1 !r-$EPARAIION I I fl TO GLASS 1 I 1 1 , II I' Mn. I I $ } i I I, AAP 11---SEPARATION I V 'O GLASS. I I S. .' t I I 1 L/2 E0. I i- 10 ,s ,/t oc EC. ) - Io ,2 ,R at ! _- i t- ( 1R) p.! I . ! r EO. __i._ EO _,..-_- _ 1 �-`�. Lj-_.._-._,--,. { 2'.4' WOOD 2'X4• WoCQ I -I ,.1 i PLATE PUTS j REQUIRED REQUIRED 1J4Y PANELWT[ PLUS i ?;:O PANELMATE PLUS pp. ANCHOR O 12 1/2. OC I A?,1HOR O 12 1/2` O.0 I1 I O TREGUTLAR P� O tT.iF SAAW ANE I.Ny WAIL MOUNTINGS N \ HER ,T![til SCALE s/a-r �4?:'JGEN,�r':/9. S 2 N0.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) %* . * P2020 nlim. - I r 4 1 2 GAGE GALVANIZED STEEL STORM PANEL �, e„ 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.0 LA�'. STATE OF Ns,�B I_ _ DESIGN PRESSURE RATINGS (p.s.() AND PANEL % Oi:• FCOR�'-_ "_ � I �L E C V HNC \ GLOBAL PROTECTION PRODUCTS, LLC.I IR/TD7Lrzm2a - '• LENGTHS AS PER ELEVATION ON SHEET 12 rr F E2�<' 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD `Rey S/ON AI F•� C * * t nra • v'°I,meell„I°N° LN7MPANY iB06Xi S.litJITAW ' �.r/.,-w.2</ A MiI 20-t75 At L .L Ira NAR PINE No ' . MEMBERS TO DE SOUTHERN 2. W/ SPECIFIC INNUMI4A±X N, t>ml aM: t»,1 <.I_IA• PrnNE (Ia.)mI-,sae, r;ul: ae4)aeN-aT•7 DENSITY OF 0.55 OR EQUAL. ,®- +- (I ANAtc, No - -fIUL`tI Pt SEAI.JSX.'IM.,I3K/nATC , I N ., m ,i-,Y N Smart " of ,. ,_- ___� ______ -not Cn.1.,, Ha) a) _� 4­0 U) CIO (n CL CL (1) U :3 m p L- 0- U m 'a) Y L. W LLI Q Z Z a _1 SHEET NO. SH 1.4l P EZ1/18, EZ T W/18 aNCHORs - (SEE SECTION ED 8 ALIERNATTYE E21W ON SHEET 18) -- ) B _;(ITE NOTE 2) i; OF,ifsC.N ENO iY--c-t_C`� 1% 6 - w.,v M , -FJ{' �i' 'T'.. f _- RIVET ':. � A'•.L t tit AL. L'. AT .p L: E'Ikl ALOrAY_ kE t/] ..�0 .-•O~.^. O� IG��(O ;Dye - - '- r F .-'CTF w __A" tP JC f I CII I A, :N TA '��r'R N N f IRi 1"A ''•N31 4:NOz,I --: _. _iRi1 I i P i 2 I A , F. t _AIM rANC1 rt4fJ^ :N'`y.r.Er'c.0 [IN A',L -' {IN F +OP FA JL�` , EP ^ I, AN 'I FN At.EL, MA/` , e -•, °y. C� :. 1. - ,J ,i ,• '+ :.;D IArt A HE J Tit t',. L,A l:'r G. f li irkN - ,Tih r ' 3•IAt k I �' y* (� * L i * (I `# AA C i J 1 1 N -C.-. IiTiF r h t^ M WA q. L. t• h , L W a J _ 1,4 R M$ A P I'j,I A, I,. pt i nNE.S,r-W _ T-+ MEIS RFA iN C. 1APcE, 6G 1CM - SS a;LTs k,'\'J O .A h": K'`- �+F• 'FhC il,A ,tJT, :f �tv_MAN6; AT r(THi:R b; _#C: ('-;E r.. .. A LR�__ _ I.. .Y _ f ,... _ .U,` "'1tdEL I .. ' i _ AT •.L ALI, CI _.ri'r T:r. ,a �zlRuM •.11P) - - - .FF{_ .• A �' , BAP. {: 4t f u'.L ri A ,uH I AT I_LA TWG. 'r AF .._ -f HL C. ED N.- I_t 'FkC.I :rim _ +(_T �Tc" ) ' r} .y-T -T'� T T T_T_-1 T-T 1 >r� IN_ _1V •i.E. -'JNNt tU - tt WN M +.,r MA* tl A.. A.J. "ANEL _ ....µrl_N $.JJ_ J ' I J _LL J..1LLJ L J .`1 i L1J It TL 3 ONO d .F NnNC= .n-TE ' �' 'i,�Q nE ' ��� i) - P< , t5ET- S. +N F21 It _ IfIlAfl' EZ1/18, EZI W/ 18 TYPICAL ELEVATION FOR SERIES 200E E-Z HANG STORM PANEL (i SYSTEM (t) CAI- .'3'1'_I" GIi lM_v hfRL.Af • }^ ., wIJ-rt Ywen Ile ON 1 MAA. CAP y.... SECTION A -A tilt/�+,,, FLORIDA BUILDING CODE (Non High Veit Hur+i.cn Zane). P 0. 44167 - re "' j 24 GAGE GALVANIZED STEEL STORM PANEL r. Q�'-� ¢,.-"� - ®„p� GLOBAL PROTECTION PRODUCTS, LLC. �,. STATE `� S' F! R• D/7ti� T. L i TITTHa i E,141MEI:Na,P aP _ , 5' • r� JRIGr . .. t7`1j SIR E-.=I+INVI ENGINEERING EXPRESS* PRODUCT EVALUATION REPORT September 15.2020 - R2 Application Number' 176601 APP _ EX Project Number 20-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address 1540 Donna Road West Palm Beach. FL 33409 Product Name & Oescriptim 24ga Galvanized Steel Storm Panels Large Missile Impact Resisfanl Scope of Evaluation: TNs Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Floridartda BrakdrigCa trssuonl Rule Chapter 61G20-3 005. F.A.C., tot statewide acceptance per Method 1(d) The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code required Seventh Edition (2420) and is. for the purpose intended, at least equivalent to that a eq ed 11Y the Code Re-evaluation of INS product shall be required following pomnent Florida Budding Code nxxl fications nr revisions Substantiating Data: EVALUATION DOCUMENTS PRODUCT UA ENTS EX drawl #20-31543 tided "24 a Galvanized Sleet Storm Panels HVHZ & Non-HVHZ `, sheets 1-5. � g t ) prepared by Engineering Express, signed & sealed by Frank Bennardo. P E. is an integral part of this Evaluation Report- . TEST REPORTS i 1 n n tested i accordance with TAS 202 t standard r test Uniform static structural performance has been est d n a cw test spa f>a repoh(s) #BT-ASG-17-001 by Blackwater Testing, Inc - Large mtissde impact tesistance and cyclic loading performance has been tested in accordance with TAS 201 and TAB 203 test standards per test report(s) #BT.ASG-17-001 by Blackwater Testing. Inc. STRUCTURALEffR41NEERINO CALCULATIONS Sbuctural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify The following design coterie 1 Maximum Allowable Spans 2 Minimum Allowable Spatis 3 Minimum Glass Separation 4 Anchor Spilang 360 SW 12"' Av ENUF SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 1866) 396 9999 TEA M'N E NGINFERINGEXPRESS.COM ENGENEEAINGE.tiPRFi5 COM ALT: RpaT= _ dR . rvPE xtwF A% TVPr k� r�Pr'TFTF"ice-FF- x ,... ]D i t AN T tJ�� i 1 .. /DIXH.I wM HI W.11nH V Pate 3 of 2 Ail Aniencan Shutter and GIaS. - Nita Galvanized titre} Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from gianng is not tequired for installations outside of wind zone 4 and essential fackWies Impact Resistance: rr Large Impact Resistance has been demonstrated as evidenced in previously Wed test reportts), and Is accounted tot In the engmeeting design of this product. Wind toad Resistance This product has been designed to resist Wind loads as Indicated in the span schedute(s) on the respective Product Evaluation Document (i e. engineering drawing) installation This product shall be installed in strict compliance with its respective Product Evaluation Document (i a engineering drawing). along with all components noted therein. Product components shad be of the material specified in that product's respective Product Evaluation Document (te engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (ie engineering drawing) as noted herein Ali supporting host structures shall be designed to resist all superimposed loads and shall be of a maternal tasted in th s product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a sae-sperafic basis by a registered professional engineer. All components which are Perm nen init alled shall be protected against corroon. contamination and other such damage at all Ti mes TIRS product has been designed for use within and oulsrle the High VelocityHurricane Zone (HVHZ } Respccff iul it . Frank Hennardo. PE ENGINEERING EXPRESS' »Ph(n)4fr41) 1 Coil Auth 4tR< 160 SW 12'- AvENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354 0660 1 (866) 3969999 TE-kiDENG TERM EXPREss.4JM ENG i NEE R INGEIPRESS COM a,ea Jn VLD..j T[ 0 4r=•Y :F tz T e' CO�_ Lffy / ,I M� - J [tea G{ IXMV,•/IE ;I t>L +LUi IWrA v.. �f <[allti FLOOR fIOUNi SCCTIDN r.HI _rla .1 - +.0 L'_ w� YrA.0 Ma4iTs nmu n_A .P. tW )( mNrrTrnN _ '- m ^ / E.E `r T G IT I - T 1 sEn 'FEC•LLF UJE 1 ;TLX a-oEL t . I,•I r " F` x I / R T '] IEr_ .Hrn '' - �:,,J tr, _. �."_..-.«v /�l GPi1JNAL TOP/BOTTOM ClU4UREa ARd•F .Y i-rfi J1 102 20-31543 I IF INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL i_J TURES INTO PQURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES �--`----'y _ EXISTPOUREDNG 1 ' CO CiRETE OR PCO CONCRETE BLOCH i •: _ A rH 012 IJJCIHf7R ® 12' G.C- ter; RLOUIREC. 1 /4•a rAPCON 1 j•4r'" HEX MEAD TEK MOpD HEADER I J14,1• HEX HEAD TEK - ANCHOR • 12. OC aI SCREW�61 !4' rRDM REfiLNREO SCREW T. a' FROM EDGE E { 1'ZJ 9: J E O i i Min. e •f 1 I 1 IR,t- s.s aDL•s w,) 11 T I ' • e +!.• ac3'r E - ni FA raft II - N,n I i 1�2 to Ise .+.Vc n / II t $ E 1, SEPAPAt10N -1 1 T l EXISTING N TO CLASS 0 1 T 3/1ep EX151iNG IT SFPARATION - 3 16-t ---il ALUMINUM POP M POP GU455 GLASS 3 TO GLASS _' i I ( u aat3 ,Q p FpN I I MAI' _ I A 4r U awa.w R t� f 1 PANEL 'rNcTH 'k s RY6 Itd L r PANEL LENGrH * ' G b i B � T / ,•Mi. i , T 7^ J q o GLASS" 1 i '� SEPARAT1011 i 1u REMr 'L• SOS R TO GLASS I (i; II CV" �• THUMBSCREW 11 E 0 wY ED 1. '"0 TAP!'DN ANCHOR i +j4"a TA CON EXIStiHG POURLD 2".a' WOOD ArKHOR Q 12 DC CONCRETE OR DR ) lA1I CONCRETE BLOCK 1 REQUIRED afodTRED jWAIL MQU Tf! INi; SECTION EZi AL1"ERp41AIIVE UJW SCALE 3/8=`" SCALE 3/8=1" tT1..$04+i, N NN{YFF+I+AriI ?y1a.'�1�,EN,•''.?) . FLORIDA BUILDING COOL (Nan Nh i Velocity Nu+rianne Zona) 'k MIN. PANEL LENGTH 0, 441 -= =ca0 "Itm `"a 24 GAGE GALVANIZED STEEL STORM PANEL +'r SMAI.i BE 2'-6, 1. INSTALLATION ARE ONLY VALID FOR MAY. A 0 DESIGN ::• PRESSURE RATING i/- 40.E f AND 6'-0" MAX pfi ? ,q $Tt+TE U� .�- - 1. aT!»lseRu PANEL LENGTH y 1 L�c ` GLOBAL PROTECTION PRODUCTS, LLC. vre ''., ✓� F)..1 i1,IG� Ea�eNF 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOL) � .'.r.W LT TY "VI" a cNIDIADU a4 COUPANY n1liiw-r. MEMBERS TO BE SOUTHERN PINE ND 2, W/ SPECIFIC ''..��N' ,.,.,, t .>, Rea.. n,.IERt, Kn+ 20-175 ' ,NSNNUNe DENSITY OF D.55 OR EQUAL. _ ",isslar.+I •^i'+"'aeY'P J4c/,.re I rl ter,. ALL AMERICAN SHUTTERS AND CLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED tPERP, TO PANELSPAN) TOP MOUNT (CONN TYR. TYPE 4S RE D) Q SECTIONS OPTIONAL r"WA STITCH WA BOLTS WITH SH ERED wINGNUrS FASTENED P OVERLAPS 0 MIDSPAN (USE APPROPRIATE SPAN TABLE) mN R 1, FLAN VIEl'1 a. " ¢ w filBOTTOM MCWNT N / MONN TYPE PS N RED D) \\R0.391" MAY BE AT 7Ohv~ 0.3S B BOTTOM i TYPICAL VERTICAL MOUNT ELEVATION 1 N T S. ELEVATION TOP MOUE LmaX ( CONKT AI- RE 'D1 PE-- SPAN ABOVE LOBQ sTRuc ncN I BOTTOM W NT as R✓" or Q ) x S �O L E la re -UBSE TION MAY (LQ`.ATtCN MAY VARY) EM TOP MOUNT (CONK TYPE AS REQ 'D ) BOTTOM MOUNT (WNN LmgX TYPE AS REDO) (SPAN BELOW r3BSTRUCTtON) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL Xi'-2O STITCH PR'DVI DEO THAT CONNECT,,, AND BOLTS IV1TH 1YASHERED ANCHORS ARE USED WHICHSATISFY/1NGNJTS FASTENED SPANS ABOVE& BEL04VOBSTRIJCTIONOVERLAPS 0 MIDSPAN (USE APPROPRIATE 5PAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N1.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS D M N'vY'IA94Tne Awl -AAA.. J -104q 5 A r. ,+NIL. wiNfl 7t,NE A 1L EAMNTfat FAt"Il tin ,} I tAo MA%ML la 131Gn ALL-wA 1 6L 5 A'I t; t5i N RII L I tTAI iN 5 Ai R N IA NY.. Rr F A"' 4 ' f S. LJAE JP•T PAN I f.l JN AN LI a(JVE .PADC N aENJL _ _n L -i I aL r I 6OR n 16 n s5. V I ,n k Lio: • 14 , 50 I - t S.. E n 16'r, / [S If 6 l - JS r, 2 35 ,F f5 5 R I P r U _ e, f I 5 1 :INAN 5)LNtUV Lt t NU I ,: iETER SPAN SCHEGULE$ WITH NEGATIVE DET16NrIAD g PANEL FASTENER SPACING TO DETERMINE MAXIMUM 4LLOWA$F STORM PANE+ P C T SPAN H DUDE }_ R EP aBLE FOR USE WITH N. SC € LC 5 POSITIVE LOADS LESS THAN OR EQUAL TO h TIv N LOADS EGA F DESIGN C JS. FASTENERSA f "PANELWITH RE STUDS USED 1 N 1 TN A M NT (- CON UNCTION l I L>_ OU N EY LS25 ' aa[K_ 5Tt1DI ED ANGLE EEC 3 USE c 25' O. PANEL FASTENER SPACING TABLE VALUES FOR ALI I, � AND "U' HEADER$ (INCLUDING BUILD OUT CONDITIONS) 3 LINEAR iNPPJIC BETWEEN LOA DS ACCEPTABLE. OTHERWISE USE NEXT NIGHER LOAD GLASS SEPARATION NOTES: -ENTEP SPAN SCHEDULE CN ROVE DESIrN LOADTO DETEP I N E MINIMUM ALLOWABLE SEPARATION FROM THE CPEDGNG TO PROTECTED 2 SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS E5 ACCEPTABLE. OTHERWISE USE NeXT HIc,,ER LOAD F RJNC,TA T N5 DE OF N iiVH. AND DUTSTD¢ F J7 A L FAGILTr1'5 IN ASTM WIND ZONES 1 7NROUGH 3?TH i1A55 SEPARATION SCHEDULE I5 NOT REQUIRED ANC NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 15 PFQUiRED.. 0 MAXIMUM ALLOWABLE F DESIGN PRESSURES: 4e•r':t IE.:.•I AS NOTED IN DESIGN DESIGN NOTES: I SCHEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGI NG IN ACCORDANCE WITH I)* NEERI W GOVERNING GODS PRESSURE WIp H AEME 7 A AS D DETERMINED IN ACCORDANCEWICO E SHALL 7 AND CHAPTER 160E U THE FLORIDA BUILDING CODE SHALL I LESS THAN 'O0. EQQUAL CA THE POSITIVE LISTED HEREIN DESIGN ASSEMBLE CAPACITY VALUES LISTED HEREIN FOR AN' ASSEMBLY AS 5F104YN. GENERAL NOTES: 6, DESIGN PRE55URES NOTED HEREIN ARE 8A 0ON MAXIMUM TESTED FOR ALUMINUM STRUCTURES" SECTION 1.3 6Y THE ALUMIN UM ASSOCIATION, INC,. & ANY APPUCABL€ FEDERAL, STATE, ANDJDR LOCAL CODES, ALL STORM PANELS SHALL SE 24G- STEEL. 10,024" a 0. W STORM GALVANSSrIC COATING ASTH DALITY ST`O 0, ALL ALUMINUM U O215 AI.ANI MINIMUM 1 .I. t D A W NI & NS 10. ALLOTEDoUNEXTRUSIONa eNALLBE 4a61T4 ALUMINUM ALLOY, UNLESS NOTED OTHERW]SE. 11. TOP &BOTTOM DETAILS SMOWN MAY aE INTERC AS FIELD CONOIT10N5 DICTATE PANELS MAYBE MOUtITFD YERITCALLTICALLY OR HORIZONTALLY AS APPLICABLE. NO CONCRETEMNCRETE NOTED HEREINSHALL CETE ANCHORS OTWO MAN -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER 13, THEC NTT RECOMMENDATIONS, 33, THE CONTRACTORL RESPONSIBLE O PREVENT ELECTROLYSIS RROTECT ALL YSIS MEMBERS FROM DESSmIW0. MATERIALS A PREVENTELECTROLYSES ia, ENGINEER SEAL AFFIXED HERETO 4ALtDA7E5 STRtxTU RAL DES[CdN RS 13, EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OF AFFIRMATIONS ARE INTENDED. IC ALTERATIONS. ADDITIONS. OR Cmit MARKINGS TO THIS DOCUMENT ARC NOT PERMITTED AND INVALIDATE THIS CERTIFICATION p7. PANELS SHALL BE PERMANENTLY LABELED WITH A MINLMUM OF(1) LABEL ER EVERY 3.D FEET. CONiTAININGTHE FOLLOWING INFORMATION, JRIOA PRODUCT: APPROVAL NUMBER: VISIT ECALCI0131543 $rO F R 3-',T RIC 1'T,U P Z aT eYfMfIEEPiJeEYPRBEe fAwSrORE +mrAwlTlomL lu++p. treJ•oanantwawctw T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT S. � 1 i i w 4 >r .B 4 e i • Haad4i o' CS) a _. _II2� L' 24' a 2d" 23, 2Lr Ptio U H EP u! a 0 0' 0' 2 3 4' - 2 M 22` +x .4 a' a- 23' 6. f 2 S 8 H r] P 11" 23' �A- 28" 17 3 D' d 3T :Ni" � 2,5 & St'. 73 23"' 23" t i" O BuNOu. 1 F' i cA 2fi -4 4" YJ ag SJ 2B" ag a 4g' :fl` 53" � F' T 4JA ZS 25 T*s' 31 Sb' S2 qY 50` 2 SIFT 3111' 35 I. 3a 4B SIY' 2a 4a 24' 4a" t0' 53" T F An b a Yl 2 d 2 4 2A 3P 4 .i0 B T9' 47i a d' 9 3+Y 53' SrvD Mould 23' 2 23 30" 3 T 5T 37 Se" R,ANXsaV ARUO. /E I PCM.165M CA, W0 Ji Ly �N Q Wm E. oG _7 Vi _ w O �WIRau_ �mJ L t3 l � W In D LD 0 ILA $ z 8� �Fno a a W 4 oN TPP ~ M S ��LLgN o x.w W S U e�¢QWgggg�O 8 m�gW «0 N %W O 3 S a� NR Olt �d W O W W ar r E L - . seL f 4 '•.0 Pt• c-s p� d O 1OPTIONAL INTERIOR FASTENING DETAIL i.J N.LS L 2 W WWa I_� �_w� zQ ui p 44 N Z g (� 1f• U G O W ADaACENI PAIa1 Q / J •IwE s X J #agg�gs��3,!tl� - €f 4. > 3 +f r ne �r utI' >t tYYM pFr N, r +R:WU iMtAOP _ 20 3154E C r. T OPTI�ESS-PANEL DETAIL AMr wW tNTER TOR FASTENING Z nUhKDCN N7PT i•C PEmibsJR sees 0.09 A" 1i..-�2 990" 2 2A7" �j ••E -II-O u -A x , r5 - 0699. 0 0.750" z en uh'v.t, is" D094"T-JI� A.125„ �.�, e a Q n 0 125 ffi 0.094 .D94" �- lzd' 1Y7. 5 la FA R T ri s g m -li,3 0.094" N 0H2„ A94" n �v` c- ��nq; ap+ 0. ".; i 3_ iN0.062" - t 93 D" n� T,930" J�L� � T 37s D. L2s" m � o.a62 + .D6z" 2.Doo L E { -�•- &oat" Y •x -I T P z.oaa°--1-2.ozo, zso• -1 z.ocK+° I- -"I z.D�° I- wi 1 ANGLE C R �.121" T. 80' t�'M" HEADEN 3 •f I{ApER eu0.D•-OUT 'V' HEADER 4 c1. U-PRH Loll E ��R,� A1J��� ygf 3.3B0" MAX .31,7�"qG.: 0.376" D� �35::ZZ D 375" 0, �1 " „ fnF pp N O 1,51 IS'S0"I- �I.3W I510 I1•' 0,365" 'LPb55 " O:fi 55 ..-1. I-5 tl.350" RO'.��C y -12.500" PANEL COVERAGE ,{_I O.L79" 0,19tL�{ 01 190 ^ry W- 'D.�55 0.86e' 0.,2�P 1,007 y �O.OSD" gl 19.675"PArvELLErvGTH $ tl ��i LID i0,545, .150" F�O rLGA PANEL YW V DIRFCTLJII T- 0.040" T- D.090" �Aw WExn-� �•215' 05' O7L0" 05 .TYP ` TYP.13S'- 0, 700" 6 BER Dv OUT •r Tlk C T AG TYP 0.090" 0,951" n'F' ANDIF k_ TRp,GR .5."C TR,{Llr w D MND T 0 3"Ib" I_ 1I.�1 5655° 0 N - •F j D-190"�i'� 6 4� g Ile LK -3.00D"�DT1y?p S RNERSED uT TRACK fEXTE'NOEDT ANcdE - 'E51 l.aoo^ \\\\ 4" MAx. OV92�DwRE DETAIL 25' MAX. MAX T I:- Y:J /�-.25" MAY, Y Ca r1T 33 � W D E _ BUILD -OUT d ,n ,o-Ar.r v i t-rro=.Ir D A C EST Po E C 4 aA .. J IT, �.nr rrer r- L{ 10 00" J r. ,.....,.,T a g i. I,- tL... 'u,.l SS EMBED a OVERLAP u 3,92D - 4' R MAX /� E / 9� t5" MA 1.SD0" 1 ,Tis 1, " MIN _T 4A ' MIN EMBED 61�=pGGgL� "•=L ntA R!dER CLOSURE DETPII s ,.n> _ I _ 2 5P Y TRIP IDDNT CLOSURE DETAIL ,I , rR.T..0 U 1Ts $teG GYt ed- ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENERS 0 12 5 O.C. EEnIIE����®E3��®� min - E EFs9®IMMIM® I= MMERIERNEE MEE[L�pMM ME ®®(�t111131MIUME ® 12/gpp�i' It M a IN // r // i e l 7!T" PfIMP r IMIL-me ® �M0 min ® ®� EM E W;S` M�jI y NNEMMIMtt.SaiiMs'dTi ANCHOR NOTES: I ANCHOR CH APPLIES T PRODUCTS F T Y SCHEDULE TES TO OD CTS CERTt LED HEREIN BUT ONO PROVIDES MAXIMUM ALLOWABLE ANCHOfSPACING, MAxIMUM ALLOWABLE SPANS PR ESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2 ENTER ANCHOR SCHEDULE BASE ON PANEL FASTENER SPACING THE 'TSTRUCTURE CH D E EXIS IRK, VEDESIGN MATERIAL &ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR A TO NEGATIVE E 5 AT L EQUAL L> .$ 7VT DE57GN Q LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO (SEE MOUNTING ELECT CONNECTION! TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR E FICA ION OF NN ION TYPE - O fO TEE [C T W ECl ) 3. "RAVEL FASTENER$" ARE STUDS USED GY1W UNCTION WITH ALL M+011NTi O E L NG LE VALUES I N5 ALL `AN 5'UOOEDANGLE.ETC) USE ILOCO,C PANEL FASTENERSPACLNG TABLE VALUES FOR ALL "N" -AND "U°-HEADERS (INCLUDING BUILDOUT CONDITIONS) 4 ANCHORS SHALL BE INSTALLED IN AOCORDANCE WITH MANUFACTURERS' RECOMMENDATIOW-- 5, HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO RSTM CW BLOCK. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7 MINIMUM ISM DM AND EDGE QISTA NCE EXCLUDES STUCib, FOAM, BR1Ck, AND OTHER WALL FINISHES WALL FINISHES F N T E SHALL BE LIMITED LJ4" MAY OR SHALL BE VEP.IFIED BYO HERS i0 ADEQUATELY TR AMSFEk LOADS TO HOST STRUCTURE 8, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN CRACKED CONCRETE ONLY 9. WHERE EXISTING STRUCTURE IS V40D FRAMNG, E%ISTfNG CONDITIONS MAY VARY. FIEND VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, PLYWOOD FASTENING Qu M ER NOT M OOD FIE ENiNG T C O PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIEC E 10, WHERE ANCHORS FASTEN T9 NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUD ('/a" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHALL BE "SOUTHERN PINE" G-0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PM PA HEAD H LLIPS N D QA IX HEAD. 11. REMOVABLE ANCHOR', ARE DEWALT PANELMATE ALL -POINTS SOLID -SET BRASS BUSHING B USE l2. MACHINE SCREV SHALL MADE M H. +S LL A E ]f2" MINIMUM ENGAGEMENT OF READS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U. N.O 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 11 f® DESIGNATES ANCHOR DO TILLING WHICH ARE NOT ACCEPTABLE USE;. L5. ;(t DIRECT MOD NTING GCXJOITIONS- 16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET 1 20-31543 1 tiff N In N C6 (D C U 0 N Q Q- 0 O . C Cc U - Q� N aj C =3 CIO Q Ca (n O ^^11 W O LL 4- O CIO .Ln Ln -0 E a)E O Y / Z Z W J N 15 O y� t1 C- G 9D A % N F. un dC,am. � J � Nam.• CC 0 C' to 7 •�6 � � E 0 i u U> v O W IIIIII� NE/ I 0 Q U CIO O U W w' /CIIO.r/,(� `V LLI C G Z Z Z Q J SHEET NO. SH 1.5.