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HomeMy WebLinkAbout36576 Garden Wall WayABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAID or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot! Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or KMlall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S,Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T,O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise IDS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PIED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDWHDRorWDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 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 ImENN/�R 3326 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 VAC PLAN 6 FOUNDATION PLAN 7.1 FLOOR FRAMING PLAN 7.2 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS D3 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT, HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. e.e 00 aee a �-- > w p M y o N 0-4' tV �` g. a� CD a '3 ca 3 N L2 C E o tV � ••ram nrO � : J i f ;�•o L � 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. MM fA W E o3 N 0 N 01 O O C w 0 0 o? °' N °' LL7 N r H �r-�-a N v s* �m Q C J LL up ^ J LL d v — -6 a Y c n Z m o z 3 } o W 6) O CO L ,n N O U ¢ 0 Z W ❑ M M Z N O 0 0 Z pip N Z J o- N M N z U Qj o W O w o N �ru 0M co U 6 F— — E p 610 L c Cr. ¢ a —® N O• r, o w M coS Z. z O z Q Q E E o =o r� Zo — s UO oq ow 0 E OCV .0 ao Q -w L �p p z Y o Z J ¢w z N v i2 � a d oa wLL Z go a mw = I- O CO V uia � ¢ oa, .N r = j L ^ `^n rn Q 0 cu o J � r Y T U) m co N m c LO �� -0 0 C:) C) di N � N C:) Lid M Q un ` r- E co00 o z m Z O N E N m a E 0 ¢ o JOB NO: 22-09412 SCALE : AS NOTED -SHEET NO. C S • M,{�,`_. _. _r.3L+.u.9.':J .jam.. .z ,_ (�. :; ._. : ; -:.: ._ � ra.. S.�s.,;n.d-r !.., .�,°., �� f:.-- L .. i� e,uR _ _._."!L� ry. 1. .#_r: x's .. -... _. _ .,�� - .. .�. _ �. .____. f 3 CD rn L0 LO cr c U) 0 .a 0 J N O 11) Q cfl M Ln Ln v cn n a f\ 0 0 9 N �t- 0 I LO L 0 V�7 0 a C Q N E 12 E S J y U E UI 0 -S, i 0 01 ti N O 00 0 5 a. N N 00 CD 0 Q m v O 0 v M 0 co N 60 o to ~ CO Lu NW LO N OA fn N 0 it A S3 TYP @ 1 STORY 62'-0" D S3 TYP (a@ 1 STORY S3 OS6 TYP @ 2 STORY :IIIIIC11111111111111IIC]111111111111�.l=IIIIIIIIIIIIIIIIL]111111111/I�:;IIIIC]1111111�11�11111[]i `. ♦.. 41, �! ♦ . . I GREAT ROOM 8'-8" CLG. I CARPET Q S4 STUDS W/ DTT2Z @ BASE - CV O /O I STEP 5 Q � CAFE 3 0 8'-8" CLG. CO I CARPET SHEARWALL 5 OD2 in D S3 L T-0" I , - A S3 TYP @ 1 STORY Fl" .. I I I - - S3 O II sm l � o is o ! I I Y l p ! u.11 I- �; 1 Ir -- zQ� LIFO I IIn D.W.I I ut --_J T --- KITCHEN 8 i - TILELG. II C 1 1 I OPT. -- - 2" - REF_ M I - - - ---- ---2'6_6T H1 1 HD AT 8'-0" LAU _2868_ ._ _�- I_ 6'-0" 1 HDR AT 8'-0" PLUMBING LINE TO I i� SECOND FLOOR _ I (312x4 #2 SYP DUDS W/ (3) 2x4 #2 SYP DTT2Z @ BASE SDTTTT2°Z @BASE ,Ur, 6'-7" 2'-6" T-4" I 1 G.T._ CC O- 2 CAR GARAGE 8'-8" CLG AFF �+ ten. 11�2 DEER 12 _ - -SW ( 2x4 #2 SPF / DTT2Z @ 14 OP BASE 15 a CC ---- 116 Wo S3 --- &YCV PANTRY CC S3 8 8' - 00 - BUILDER TO PROVIDE ICLGI. LE N I --, ---j - - --- H11 2868 2--6" APPLIANCE PROTECTION WHEN REQUIRED PER FBC = 8'-8" «? - OPT. D P� FLAT CLG.',-- .ED - r w VERIFY LOCATION TILE = R&S co ` `' o� ELECTRICAL PANEL 12" DEEP SH. iv W H N 77-4111111111111111 I HANSON BOX \-DRYERVTE @ 36" AFF p VERIFY METER S3 S6 LOCATION WITH BUILDER TYP @ 2 STORY 54'-4" 20' BERGLASS JRROUND 12' 2 Ln N - ---__ - BEDROOM 2 - 8-8 CLG. _U) U)W o CAR PET N W � B O 5068 BF T-0" V-8" 2 8'-4" DRAT 0 I, R&S I ! I I I �� i N 1 ILL T---- O-! 1 N I ENTRY -- 0 I 8'-8" CLG AFF A I I ! 3068 D - I I -- S3 4'-0., ------------- 0 I O I l I I I o a I I 1 w I j I I I O 1 1 I I 0 I I I I 1 I I I 0 I I I I I I I I I I K I I I I I I I I I S4 I I L------------ -0" L 4'-8" 0 0 v 0 co 00 <V 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.OE 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 S.H. 13 20 X 38 J 18 7'X 37 q S. H. 14 20X50J 184X50 S.H. 15 20 X 63 1812 X 62 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 z S.H. 1 H3 27 1/4 X 38 s 26 x 37 i S.H. 1 H4 27-1 X 50 $ 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 X 25 112 S. H. 23 37 J X 38 g 36 z X 37 3/4 S.H. 24 37 q X 50 J 36 X 50 S.H. 25 37 J X 63 36 -1 X 62 1/2 S.H. 26 37 J X 72 36 J X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 4 X 25 � S.H. 33 54 X 38 J 52 -1 X 37 a S.H. 34 54 X 50 g 52 1 X 50 S.H. 35 54 X 63 52 -1 X 62 -1 S.H. 36 54 X 72 52 g X 71,21 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Al 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" T e-X G Bd ore uivalent YP Yp• q • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" © +28.3 / -30.8 0 +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND 11111111111111111 � � � ♦ ZM - • - • ♦ - ♦ • • • - i ♦ -Ilk AREA TABULATION "All 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-11/13-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-111R-13 KRAFT FACED c14 CD > w -- �m>< t:4 cc N 2 a C) CU E c� flu O\ etl�l� a It xg � fP C', 6 C �����Rt l5 21�;y'��t'.•= e���ttt t3 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 E 8e' o V 0 C. N r 0) 5��°� (n r J MNo W W J W LL ' 0 - O LU d Y m c n s m o w o N m W Z IL U32C,) L m Z ZN O U 120 ❑ ❑ M 2 N O 'Z o N V) ' a (D^c Wo y� 4� 0 Cu- 0 o U6& ago ca o . o co w M J o z � Eo Q E Ov z© cu 20 Uo o E a¢ = o< az o It ao Qo �w Y mo LL z _� J .m aw �Z Fz W" p< Zp QU son Q a mw wLL a >° Mi o C.0 V w z ¢ a 0 � .2 r = >� J LO LO CU CU 0- a L :3 C) co C) J r T m U) m � N C:L) r •F--+ _0 N co C14 C)C:) V (�7 CN (.0N C) LO M Q LO r co 00 CY) o Z E O a) C m o _J a leu Q O C C:U CD _J JOB NO: 22-09412 SCALE: AS NOTED SHEET NO. 1.0 3 M r10 b 0 O O J LO 0 I rvi LO L O 7 V) 0 r� 0 0 J N d- 0 I N rf L0 C O -U J T7 CV a 0 00 a 0 o.- 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 L- - - - - - - - - - - - - - - - - - - - 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) - 1 314" 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 lAnr,. RF\/1n19nCAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH WALL SHEATHING 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 4 X 25 4 S.H. 13 20X38J 184X 37 4 S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20X63 181X624 S.H. 16 20X72 184X714 S.H. 1112 27 1/4 X 26 26 X 25 z S.H. 1H3 271/4X38J 26x374 S.H. 1 H4 27 4 X 50 1 26 x 50 S.H. 1H5 2714X63 26X621/2 S.H. 1H6 271X72 26X711/2 S.H. 22 37 J X 26 36 11! X 25 1/2 S.H. 23 37 q X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 a X 63 3671 X 62 112 S.H. 26 37 J4 X 72 36 7 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 3752 1 X 37 S.H. 34 54X50J 5271X50 S.H. 35 54 X 63 52 1 X 62 4 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" A +29.7 / -32.2 KB +29.7 / -39.7 © +28.3 I -30.8 O +28.3 / -37.0 � E +26.6 / -29.1 �F +26.6 / -33.5 ® SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 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 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 SECOND PLAN EXT FRAME 2 x 6 R-1KRAFT FACED FLOOR ELEV-Al CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: %4"=1 '-0" (GARAGE / LIVING) cdt � � 7 W 0 r- ca cc C.:a N co N V cn y C7 w a v'3 ca L,. io�� � E �P �,�@.. v 34' F '� •� r ^.j r k Y '-�.- ti�m n`f . K, 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 0 E 8 0 ® o N _ 0 ' ti N W W H _ In Ur­a ti ��� C LL J W _J o_ z 13 = •oV 2 @ C ��yo W = CU N O W � L LL L ogr rn 00 LO m z Z N OU U o W ❑ ❑ N M 0 00 z N � r � d n U) V) M ( Q) o a--r cs' W U C) O LL, o N vss VN r to U 01�, F° 8 L Q I C) O N � U) Y N OI o co w co o z g Q E =o - oo w ,o zo o a (T} I- �O X U ¢< U W U O N a p wo O< a Z i " ra o Cry U Z co N U) mo aW 0 N of z ao 0_ r> 3 aW C� O O a co ¢ K dO s O° V zI¢ N T Z > J LLO Q co co 0 Q co Y Y U) m cc N m c LO r _ 0 N I 0 cfl -n C7 M .0N CDM LO Q 00 o m Z :3z E 0 `° o .. 'a O_ U J Q Q J JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. 1.1 r , dx,. t1t7 a k�)- 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. STAIR CALCUTIONS: TOTAL RISE = V-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING SIN *TN CONT. HANDRAIL RETURN TO WALL DETAIL ( A SCALE: NTS 3/4" PLYWOOD DECKING I STAIR SECTION 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 7314 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 '/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SCALE: 1 /2"=V-0" VARIES, 2" LESS THAN CABINETS BELOW OP 60 MIRROR a —r- I A 0. BATH I ib ib � 0 O— DW KITCHEN ISLAND 80 O r TUB/SHOWER FINISH PER FLOOR PLAN MIRROR BATH 2 M 0 CV 0 M � 0 OPT. REF. KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES / ROD 114 Z 24" TOWEL BAR TOWEL BAR IN W ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR > / ON BATHROOM WALL o SHWR. o MEDICINE -i I _ VALVES W = CABINET TOILET 00 = o SOAP F- PAPER (.0 o DISH v00 } I HOLDER _ _ r 0 pZ pZ ��- _ co LL U_ O ' p N> O M 0 M N co co TUB co FIN. FLR. BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY eo ib N O M 0 N O I\ MIRROR 60 jr � III BATH 3 KITCHEN INTERIOR ELEVATIONS 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 FINISHED CABINETS- 0 COUNTER TOP 30" H BASE 00 W C° 0 2x r >- M 00 FRAMING 1 /2" GYP c?BOARD - T FIN. FLR. SHELVING CABINETS - rIN V-2" '—O O M CV 2x P.T. SOLE PLATE' ISLAND COUNTER SCALE: 1 /2"=V-0" O � CV N FIN. FLR. CO I O 00 O 00 CABINET BLOCKING BLOCKING AND MOUNTING DIAGRAM SCALE: 1 /2"= V-0" c.t e�� C CIO c�+l = CD >✓Z__ .. U C`J O] L •y'19 tV � ftl `LL � u11 E �o e�l4'lia���lt� - eZ;01"'111Id CNf f -J +fir CV 'sr To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M W OAS SEE O M U O o °NN' (A r0 � cnr-� In N M � � LL J LL LL LL J R - a LU d Y Z 3 cc O O N W (0 �_ U) m J N U ¢ o Z O ) U rn W ❑ ❑ Ep z N M o� z .0 N —a Q J N M z 0 p �° V 1W 0 C!i ,,, o c U wJ L N z U o N o C In T Q N M o w M z o� Z Q Q E oo Q� E Z© U CQ — 2 ,) X U 00 � U 0 0 E CN _ '.¢ o ¢o G OZ aZ �L4 ru p m 0 U, - _ -2 OZ Z, Z �>�0 > of g0 Q w E a �Z C> a S Y CD CD zl¢ 0 3 N T 1 d; ' ^ u l 6 C' rn .-�LO co I— L 0 O :3 (o O J T U) m N m C r � -2 N � I N O CID Cco 5 CV ai CDLO CMc0 M Q to T' E E cY z z E ri cC E U J '0 °� Q c J JOB NO : 22-09412 SCALE : AS NOTED SHEET NO. 2.0 ' rc �'>'# 4 �g ::.e.. low,d._�..>.�3�'�?�w�.'h.,...,,.._....�,,, ..:..-...-�,. _..__-.. __.....,.-�' �'R�?5�i .�...._s .,., .. _7.,,.........,«...... a.,.. ._.._ _,... s..r..77777 - _... ....... - ..._. _ ..- .. _ _ ;ic. i.�..... .. ..-,-L:. ... - ., __.. .,._,.__,...._- .., .�.., ....... 3 M v C Cr- 9 0 O O N rn O I [V Ln `v Cr c 0 0 J N O O I A Ll a c va O .,0Q C Y S ^Q'I 0 CL E I-- N E 0 v N LZ fo 0 U 0 C U y U N d d 0 ♦U J r7 0 00 0 O Cl- CD co c 0 i Q m -v v cn zo o0 60 TEXTURED CEMENTITIOUS FINISH ON C.M.U. 25 SH 25 SH � ----------------------- FIN FLR F2 F1 FRONT ELEVATION - Al SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS SCALE: 1 /4"=V-0" SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS - F16 12 5L,,<� 8" X 48" 1" x 10" SMOOTH 25 SH 25 SH SHUTTER TEXTURED TRIM / BAND 11 r1l FFFE=EM7— TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 16070 OVERHEAD DOOR F1 F1 12' RIDGE VENT 12 �5 1" x 4" SMOOTH TEXTURED TRIM / BAND -F 00 2nd FIN. F _ —-- I .__—_1 HEEL ip T.O.M. CJ / WEEP N q-------- HDRHGT 3068 qF2 F1 __ 1 _-•-J-- �- �T _ L�-�-�J 1.1._ �_ _ �_ .y ��_r I =.-� "� � �1--,-r-=, l' - I--�--.-_� -.c.J � Lam_ .L--�--��eL__ _ - _- RIGHT ELEVATION - Al SCALE: 1 /4"= V-0" REV. 09.24.21 e� c.e r� ca _ C o av c N r 'C7 m X - PD t_7 - y N S N r� ca 3 c � a C. CD �m E.. r,7 cs6 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 4 'IrE 0 M ° O U) O r O C00 �;-? N 7 U) ti r- M Q � 040 W C LL J W -j a z 13 _ W C � N_ 0 �WLL6 m ILZ� IL 0 J I�Z�� of OU v mom W Ep M N 2 N M 0 0 z z ti o E3 U) N M z a a--L cn ® •"•��, U O V) �N w o c w tiOi P'n min U � Ill J _ e i zl�.. L 8 C.) o C U) y o ®® CD M Cl)i m 2 o Z z a � J ll Q E E Za wz >N QR Z® UU CL ¢Q 0O O E O N a z < o ¢p O, a Z o J L @ U J z m0 O ~z z 4% ') a w 3 � a �z oaw az oz�� J w xF 7 O LIJCo d = V Z, OU .2 r = i I n L / rn co O O j O J Y r CT U) m cc Nd m } C L /� i T 0 -E N 0) N o L.n CM co Q LO r E CD6 oo Z cc z E O N n co @ CL E O U J Q Q C J JOB NO : 22-09412 SCALE : AS NOTED SHEET NO. 3.1 3 Q N r7 r� m 0 o- N 0 O O J cV C' O I lf7 O to 0 O O O J cJ t- O O I L0 N O Q t a N N n. E 0 Cn 0 0 c J y N ti 0 U v i U d a E 00 U J N O 0 00 0 0 a CV C-4 O 00 Cn 0 a m SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS- 12 5[:� 12 �5 T.O. P. HDR HGT. --------------------------------------------------------------------------------------- — ------ FLASHING EXTERIOR T PLASTER ON FRAME 12 4' OFFRIDGE VENT —4OFFRIDGE VENT 12 5 �j 5 ` co 2nd FIN. F R. SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS —\ HDR HGT. Ut 1 '-0" 00 I—_-- ___ FIN FLR REAR ELEVATION - Al j — — — — — — T.O.P. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HDR HGT; EXTERIOR PLASTER ON FRAME._ 12 — — — 5 : N CJ CJ - - 25 SH /—FLASHING SCALE: 1 /4"=V-0" 12' RIDGE VENT 3'-0" 1'-0" — — — — — — FLASHING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ � TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) CJ / WEEP 12 \ \�5 2nd FIN. F — — — — — — — — — — — — — — — — — HEEL --_ T.O.M. --CJ / WEEP -------- HDR HGT ------- FIN FLR F2 F1 v fh 00 1 LEFT ELEVATION — Al SCALE: 1 /4"= V-0" REV. 09.24.21 c.a r� C 0 dLW V G W — a Q. V d� O Cc C.� CCv _-a COX <O - Cf �. N o s'4 .c rn W = .m a � E .. c as v � Q _cc d m Q - ..,C N EL � CJ COD a 0 S S 110 �1,4111111 lilt" `� 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. 10) W E a O M g O N a U N O p 00Cn M � Q (a LL LLLU LL L= LL ,^ J Z — O LL Y Cl) 12 0 Q J ILW Z N O U U v W ❑ ❑ Z N M 0 00 z N � o � � Q N C7 Nn `n 1 W V i 1O T[ G� � V LLJ m V LLn w U oil1" .. `I (� 'o m o M w M vi � p ZZ Zq Q E C OV o wS Q o za Da co coOO ¢� Xr OCC M a oZL z z��WO ON Z Jr6UW :) cZ o zzK g fl WLL a z TW w W oz �3 millO �t za a o3 .N r = > J Ln 0 0 ^Q I..L CT — Yco r U) m N m T— Cfl cc C'4 C7 0 0') � N o L.n CIO� CIO 0 r cc z � z E N O m d E ui o U -1 Q p JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. 3.2 N 0 0 00 0 r m a� 0 1 N r N 2" iv 0 CD 1" VARIES *NOTE: FOAM TO BE USED ONLYWHEN2" REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2. BUILT WI STUCCO. EDGE OF OPENING 1'-10" TIN iv �Ww_ o r) N SIN 32" 11" 32 1" 1" 1,_8" 12 1" 1"RADIUS 3 1/2" RADIUS 1/2" 3/4" RADIUS a 1/2" RADIUS 1" 4" 1, 22 11" 2 1 1/2" RADIUS 2 1/2" RADIUS CAP RADIUS 1'-54" Mlv VARIES VARIES VARIES VARIES BASE Cl) 71v MIv SIN tD � CAP iv 1" 1" 1" 1" 1 _4 0 ,. BASE _ MIS )4" iD TTv 41„ ��j N r0 CO IN 3" 4" , 2. _ M� M VARIES 12' 2" 2" • { 10 I N v 24,: I • 12" , 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2" EDGE OF OPENING 2" �� 8" 2" _ d'N k$ T-6" 1" 1'�" T O CV 1" W 1-1/2" THICK W 1-1/2" THICK 2111 4 _ IV CD _ IN 3: a 2 10 _ �• 3" N 10" 6" Or(0 611 2' cD � N C7 24' _ `la T 00 'IN T� a 1" 2' w /y 1-1/2" THICK 2'_4" 3" 12" Q4' �� I I N r 2 �2: 00 32" r rm rm 52' 1' 5" 512 51, a i 3. �Q Q1' �ti 2 4a VARIES VARIES VARIES VARIES r--------- cv i iv 00 R6" J2 �' 32 KEYSTONE F11 b OPTIONAL ' 4" GARAGE DR. OPENING 4" 00 KEYSTONE F11 t` OPTIONAL 31, 3" 3 a ' 4" WINDOW OPENING 4" 4" •O INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" CDv R44r^ 2 VARIES f2" O CV 1 " j o 00 0 ih C� r NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 10" 1,_4.. 101, _—NI Q71 1 �" 1'-63" 11" a a a "�4 1 � 2 531 2 -1 1'-1 54 7 N N N� M 1 U 2 im GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH cv c� N N � 0 C3 d CD > u.t a s o cl- - N.... fC O a. � , C. C lO p CL v C N O CV O 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. H) W Q 0 E O M 8 ci O N N m C N_ � ® N �% _ co u7 O N O I- Q ,n V ANC) M V i N J Lu C U_ L J Ll D W co a d Y ,z co N 0O Z i '� N �; O O W U0Z Wes° a' m J Z �, N a r_ N m J Z O U W U) ❑❑ (D Z N M � o o z Q p— J N -C3 Q) Ur o LJJ � m V O N! v/7 [, � w o Lyi N ZD 05 LU � °I ' •". M U S Ul :tom' U o N U, ®® N m AWL A o � w 60 m M 0 O Z z ¢ 4f— J LJ.. Q. E � oZ® zo oo Wz >o z �� (6 — X'. a¢ � 0 0 oQ O E o az L ra ¢o'. O U:) 0, z _ � �� <w n J zo a U aLL M� O w F 0 O W Ozl¢ a� N r = > J '^ unW,1 rn Q co (� CD co O � � r m W 0 N,^ L J T C �I o O (0 N O LO co co LO r 0) � c C�00 o Z N Z =3 E O N m d E U J Q c J JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. F 1 . e c. ',f f - - �., ._.Pb' t > 4�._k-v n 1 ,; '.: .,:,::- '4§n. 6a.1. ,r, is.3-;z;- t.- _, , x9C : ._ .. ss-_ ram, . .:: �i�•!: ,,,�-3_.....fi„k :-.:_ �_ _., ,-.. _..k _. _., x.t .�.. .. ...... .. ... _, - -- `'i�v..ts'�a �S_ .'i.��.: c_*AC.._'' _ .__. .� y .i[�'... •3 __.a. ,._ - ai .. _.. ._.z .. r- _# .. - -- - -'- - --- _ ._'IE-L::'. _. _ ._� ,- -' - - - -- - ._ _ - ..... _. ..._._... -. _ _. _ -. 3 N to to Cn 0 0 0 J N 00 I N U-) E 0 4 0 O J N 0 I N L0 L0 0 tT 0 tT i kU— Q N 0 rL tJ E E 0 v ti U v a i U a� 0 d i a i✓ 0 0 J a� t� N O 0 00 45 0 0 CV CV N 0 c co 45 a m cn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. M C 20C 15C UNDERGROUND IlDis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 5 GENERAL ELECTRICAL NOTES: I Typical 150-200 Amp NOTE: ELECTRICAL MATERIAL AND Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UT In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET KD. 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 jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE O 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 �al EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PI3 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) TV TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH �-6;2 C. J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT I AC PAD 150A1200A INDOOR PANEL CENTER #14 to lights & outlets NEMA 1 0 #12 to appliances and GFI 50 20AMP/ 10 #10 to WH 10 #S to Range 10 #6 to HVAC I I I FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" t'V C-J 00 cV i� w •� O W 0 a� o t4�CVI> �' N Ct7 C1 a- - •. N b CO E s w_v «_ c io y w s� � u w N C. C E t0 p d. U CV CV O CV O 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. N WAM A11111111111111, a vE o 8 O WN N C 0 N O = 0 O 00 a) � 5toao No m cnr� Q N J C � W J fi-' t= d a (6 C CA 0 rMo W _7 '@ o W c6 m LW NLILZ co N Z Q J Z N O U 3 < W ❑ El M cN- z N a z � N z � � o J M V) ^, C a_ W _ 0 cn w U 0 V N a y a w!a (� r cn U w �a a� U o y 0-- < o o N 01 � oja J w Cy-, M p z Z Z < J Ll... C z o > N ¢ N Q C O 0 uJ Z �< 00 O� o E N ru ao wo Z wZ o L <p m [y _ Y O 0 Z J Uo i�� ¢w ern U) a��i < 8< Z go Q ww aZ rn w oz �3 o o CLJ =a Eo a s � z¢ U� NT >LO J rn m Q c� C 0 O C:) _l r Y m U) m N LO c -0 N O co -0co M o In M Q LO r E(.0 00 c o z E C) a ca m0 d E U -j -0 Q p _ J JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. 4.1 3 E5 Q N M LO v 0 cn 0 O 0 0 J N rn 0 I M M Ln to QE v cn 0 Q 0 0 J N 0 I L0 LO 0 cn O C Y Q CD E i"- tn E 0 v J LZ N E2 U v C)i i ti U i E 0 O U J CD M N 0 0 v 0 O cV CV 0 00 0 45 0 Q m 0 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 NEMA1 150 AMP/ 200 AMP 4 to lights & outlets 2 to appliances and GFI g to WH to Range to HVAC METER II MO lL 50=2/0 IF200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND [Dis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING o TERMINATION PER 71 NEC 17, 250.94 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 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET KG.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET M 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 EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pl3 PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL 5D SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) N2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR Ci 7 J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 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 IN ATTIC SPACE I SWITCH & LIGHI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I 1 BEDROOM 5 1 1 \ ':�/2 ROUGH -IN FOR \ OPT. CLG. FAN/ � LIGHT PRE -WIRE 1 ROUGH -IN FOR % OPT. CLG. FAN/ / LIGHT PRE -WIRE/ 12/ lG \\3 BEDROOM 6 S.D. f0 9-J) I I I I BEDROOM 4 � I ----- 1i 1 ROUGH -IN FOR \ 2 OPT. CLG. FAN/ LIGHT PRE -WI RE OR I S.D. C.M \�\ '_------- �.. I\ /ILIA (BG I PG/ I L V J BELOW ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE /% _ I / --- II LOFT 1 I � C.M./OS.D. I I I I I I I I I SECOND FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" CV C., ® o as LW � ua o C.�'C4 `s cu � eta c% u a CV CV O CV O 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W Q a E O U O M V c 0 's o 0 ? N inF-r� ' # Q - Ni O � LL C J LL w LL a J Ca N L O z ,y Yi W : to N r9 _ o� m W J3 w Z us 00 N 0 L0 co Z N z O U 0 U W El El V M Z N M 0 0 o z � N CD z o � J — d N U) Ln n 1 m z c W o 4--1 Q � w o c wes �N a F-- C6 c� LU EM — 2 L aj U O N c `A co w co M w g z z a LL_ E o o0 w N QN z© co ro Q� x3 U o0 .° O Cf a O N�w r o Q a Z i ru o C y1. OLL Z �� aw �00 to z z go 2< T� �o O coco wa �O as > J LO rn '0 Q cca CID O CD c�a CD J r Y co m U) m N Ln c r O R N M I CN CD CD c� C7 N M `D Ln 00 < L0 r 00 E E c M Z z 7 E (D N `7 c m d o U � a Q p 0 JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. 4.2 Attic Ventilation ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge (No Upper Ventilators 1/300 Rule Vent Amt Amt. SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of ventilation soffit ventilation required needed required soffit by upper needed ventilators Off -Ridge Go Total Ventilation ATTIC Provided } Ventilators vented be provided Ventilation Ventilation (See Elev Main 0 2 Floor 733 704 101 352 25 176 276.0 (Zone 1) 0.0 276.0 Main 0 0 Floor 17 16 2 8 1 4 0.0 (Zone 2) 0.0 0.0 Upper 12 2 Floor 1552 1490 213 745 53 372 456.0 (Zone 3) 180.0 276.0 *NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. CCW D 0It ) 00 all LU V It UC13 'z Ron LO )2. 3 Q N L(i L0 v Cr L] 0 0 J N O I a M LCi Ln L v CrV 0 a CD i\ Q N I Ln L0 v C 0 C QN O v a E: Qi E: O 2 v c c J N t7- 0 d rt UI y U .O 0 a a O U J Lz 3 Q N L(i L0 v Cr L] 0 0 J N O I a M LCi Ln L v CrV 0 a CD i\ Q N I Ln L0 v C 0 C QN O v a E: Qi E: O 2 v c c J N t7- 0 d rt UI y U .O 0 a a O U J Lz as v > W c to ca cc.,24 m x N G co B fV � y J co LO ID cn 0 .a 0 0 J N 0 I N a M M LO LO L v Q- 0 0 N �i- rn 0 cch�tt L0 >V 0 _ r/) 0 rn a N r E N E 0 Fn _ J y a� 0 v 0 I 2 a o_ 0 •U J N LZ N O 0 hi 00 0 5 a N O 000 0 vCn C d 18'-4" 7-2" TYP @ 1 STORY A S3 I H.B. 1-STORYL FOOTING FOOTING 2 - STOR n A- 7" Orr Cr I-f 4'-50" . 1' TYP @ 2 STORY J S6 T-5Q" 2r ■ ■ ■ ■ - - vz C M AD AC AD I 20' 10" �LAV. 5r Orr TUB �� ih Tom\\ \\ .. - _ - r f1-------^ ■\ fi - TYP @ f I @ 2STORY CO S I sw�c)0'-0"TYP j l_ J 2 STORY o \\ J c� S6 N 09 I HVAC CHASE BASED ON SHOWER I PLUMBING ; jI r> (LOCATION A�� � --------) LINETQ INDICATES FILLED CELL w/ 3000 PSI \C�J� - CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB TYP I Ij SECOND. STUB UP TO I { FLOOR • ; - �\ �~ 2ND FLOOR j FOR A/C l "' In 'GJ CJ ; I PROVIDE Y2" @ ALL PLACES SHOWN HOOKED FTG. j I t \� 1 ' 9 Yr" M DOWELS 5" EMBED W/ 25" EXT. ABOVE j Ij r -I RECESS ix V SLAB "GRADE 40 STEEL" L W _'J \ \:................. FOR FRT. 18'-10:r.'.'...'.'. DOOR 22'-10" 1'-8" 18'-4" 5'-94rr T-O" 2r_8" 5r_4" 2'-6" x 2'-6" x 1'-0" J TYP. M ( W/ 3 #5's E.W. O 21'-6" 8'-5" 3'-10" S3 1/8":1'-0" t9 SLOPE L d TOP OF CONC./ 2 STORY PAVER TO BE 4" 4" S3 �, ■ 2'-6" x 2'-6'' x 1'-0" BELOW FIN. FLR. 00 I W/ (3) #5's E.W. - - - - - Z-6" x 2'-6" x 1'-0" W/ (3) #SS E.W. - I I + CJ I II I I SIM. W 7o r j III j I STEP C CC - �, KITCHEN I ��I`°r' I S3 S3 (2) #5 REBAR 3-1/2" MIN 3000 PSI CONC. SLAB FOR ISLAND LOW 1 11 I �JII5 I VERTICALS w/ N HERNANDO COUNTY ONLY WALLS I II �IIz I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 1 1LI1 , JJ"' �a �^ Lull Uco in FILLED CELL MIL VISQUEEN VAPOR BARRIER a00 CHASE TO I I Ip W I1 I I I II Lam: s ISLAND 18'-54' 1 grr _ -J �:::::: I' A CC S3 S3 12'-6" x 2'-6" x 1'-0° j Z-6" x 2'-6" x 1'-O" SW J EO TYP @ 1 ( W/ (3) #5's E.W. I I W/ (3) #5's E.W. S3 STORY ( 2 STO Y - - - - zo r — ■ I t CJ — -1- CJ PROVIDE 1 Y2" RECESS TYP @ OPT III FOR SGD. REFER TO 2 STORY REF I I3'-0"x8'-0" CONC. PATIO I MASON'S SLOPE FOR WIDTH -31/2' SLOPE 4,-- _- BUILDER TO PROVIDE i�i o APPLIANCE PROTECTION (O 00 11/( I _ SW WHEN REQUIRED PER FBC SLOPE 18'4" 4r-6" 7,4, 0 3r_8" 20'-7 - - 26 CC r L I - - - - I - - - - �::. n :: ' ' S3 (2) #5 REBAR S3 ■. I p 11 1 W 1 1: C.0 N VERTICALS w/ in VERIFY LOCATION FILLED CELL — ■ ' L - / 00 3' 0" �.Tz o N FOUNDATION PLAN MONO - 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 _ w z w U) a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" . �®�`�,® ,�r e > • #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER ' BAR ONE FOR EA. ' HORIZ. REBAR, TYP. e ®. y® U.N.O. • **Alternate: = The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" C', 7 kL3 eb ¢� Q CD C�4 cae � - � 0- C-4 � m E t c ca in c CD mo ti .,.-j�4v��p��&iY ee CP E4 �� 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 �E 0 co 8 V 0 0 u' 00 a) n fii VJrra n Naj M V S2 � LL +i J LL 2 LL w L� 5 a QJ z — -a � a Y Co C n �o o coN O � W Z N co Z ¢ H Z O U O W ❑ ❑ N M O O z�N v z o � n [3 V ! N "O l IY C W le! o aU'3- CC3 w U 0 w S NM6 Ca W J r— — E - � A r 8 U ) N CL N ®® m CD C' M W a o z ni LLL c6 E OO Z O Q O - wz , R N ?o oa CO r6gO XU U p �U — E O a p oQ Z 0 H W O < W L n3 o Y m 0 0 ~O Y � O f- Q W rn F o z z gMEN Q. LL a ui w LN v w <� K az ;- I I o w` 'o O 0 oQ a x v °� .0 T 2 >� J Lid LO CID 0 =3 O Y ' ^ <C -a CV I m N O M ^ CD LO LO M Q L0 r- v E c M o Z m Z E 0 E n c a E o U 'a N Q p N JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. 6.0 3 v J a N M M rn L0 v U- 0 t*- CZ) 0 J cV rn 0 I N 1,10 r1) L0 L0 v 7 Cr O -0 O 0 0 J CV O I N LO L0 c o+ c Y t=o Q n- E ti N E 0 2 v J y LZ y U v c U U N O d d C 0 v U J fi N O 0 00 45 cc6 cV 0 0 0 a m 0 (DI EXTERIOR SHEATHING ATTACHED PER 2x4 STUDS W/ USP NAILING SCHEDULE SPT22 @ BASE SEE J/S6 FOR MORE p INFO. p 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" - - O.C. I 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION K22 SCALE. 3/4 - 1 -0 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) () VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 t GABLE -38.22 1 -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: %6" EXP. 1 CY16) or15/z' EXP. 1 (3�116) TILE: 1X2" EXP. 1 (32/6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 V8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'h" x U.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O 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 1 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 1 Od x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" 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 14-1Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 112" HHCP2 680 570 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY -ARRIER ;CO ;TL ARRIER—� (A)� EDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-Al SCALE: %4"=1 r-0" 00 CV ® d o W C [O U N L.L. d �p V7 •a +�' cv d U,'�� E o � v tipSrife(&FT ,n C yr • , C ',A/ " 46 I+ e E5S�t>'' �q To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W E 0 a ,N 0 Y O C 0 r ® w m 5rn� J LL W EL 13'* o- Z @�rn � mom z 0 W�� o o�N� o �c C? m W LW 05 Z LO m Z Q J O ;n N = Vz OU<o U) W ❑ ❑ ^G N M O O O z m N O B � — D_ N t• N z c9 a (DM O w o L7) L wsn, �N ~ V7 U w pv c o Q t16 r` o C.0 J w M M ,n z z0 s z zd � J E Q oa CU I-- 6 —Q) R o c z O O �¢ ap wo o az ¢w t " <o m� CY z U h o oLL z J m Q W �w �, �30 � ;Om aw =Z a J =~ J O O L a V z< 00� .N r = d- J L0LO 0 rn Q (0 L1� O 3: O J Cr r Y r m ^ t L / CV 04 C:)0 �I C3 di M (.0-- o Ln M Q LO r CO 00 E w M o z � z E 0 E `m 0 Eo a U -j Q ❑ J JOB NO : 22-09412 SCALE : AS NOTED SHEET NO. 7.1 _3 CV L0 cn01 0 0 LO 0 N 07 O I M L0 L O r N 0 0 0 N O 1 N L0 0 Cn 0 c -L a E E 0 CD J N Cn U 0 C U o_ a a U J r7 CV O 0 00 h3 0 0 a N 45 O 0 0 m v' V> 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:5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG (SQ FEET) () VALUE DENOTES SUCTION [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: 7/6' EXP. 1 (24/6) or 1s/2" EXP. 1 (3�yl6) TILE: 1%32" EXP. 1 02/g) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/2', 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 a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING (4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. J S6 (2) (2) M to to Q Q : : � ¢ j • :Q •M . Q • • N Q \V/ AW Q Q LQ :B2 B1 ap Q .... ... I Q f(0 .•. EJ7G CJ5 CJ3 CJ1 ... ............. 1.I.1 I I i I i j I I � �(2) 0 v X (2) to U U U Y✓> X J S6 UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS 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 - 1 Od x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2"' E META20 1450 7 - 1 Od 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 - 1Od x 1 1/2" RT16A 1020 1160 9 - 1 Old x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS RFUS 7100 --- w/ (12) WS3 WOOD WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS 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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 112" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 1005/915 "" 8 - 10d x 3" JUS26 100011080** --- 8 - 1 Old 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 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F ` l (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od 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 12-1 Od x 1 1/2" HHCP2 680 570 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD 0 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 I-). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY WRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4"=V-0" cat c�a s1 ar -o ® U t1 n 0, V CV � m x O1 N .y CS _. ¢ N f$ = E 0 f fir ° q,e. � elm � (`• --;r LU ue _ U N-11 2 FLO �"'1011111 will' Ovo To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W a vE 0 8 CDC 0 � H 500 rn�_ �E. Q a)M7 LL C J It Lu 3_ � LL o- W _Z EL ��O' o- L M z �i � N 3: Er co Z Z 0 O U U o co WLLWU5 I]� O O O Z � N Z ti < J — d � N c+) , , z ! n C W DN V o ifs u w . O w oJM 0 � rR U � c w Rig — — E _ °r L 8 6 o N 01- U) Q ppm ®Y o 10 w Cl) Cl)0 -0 z < g J Lj_ ceE C O w o �0 wz ao z© 00 0 E N o �< az It wo ¢� 9) to z U o O Z z /) ai 0 H Qz W o< g° WLLd W U ¢o a= w� �3 O O a r O a = V z¢T003 .y 1� i a 0 Y m U) m N''� = LID r a _j N I co (� O C:) M N C:) LO M Q Lf) r oo E E z m z M E O ri `° c @ a EO 0 6 N Q o c c JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. 7.2 f 3 a N r� L0 10 0 0 0 0 J CV fit• CD 0 I Q M Ln 0 V) 0 n 0 0 0 J cV 0 ccIVV cV lf7 Ln v C Cr O C N v E 0 V, E O x v c c J a� tZ V 0 0 UI .o a 11 E O O U ti N 0 0 00 43 v 0 0 a N N 0 45 0 ¢ m v GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 1T-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load Safe vertical load Safe horizontal load <1 .0 - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS '•f , ; FORM &GROUT SOLID i , 8F8-1B/1T 8F8-0B/1T 8RF6-OB/1T ;'�. ', o LU AO © © O 10O O ••r, .�. U 8RF14-1B/1T8RF14-0B/1T 8F16-0B/11T 8F16-1B/1°T O 5 BAR CONT. © O O O 8F12-1B/1T •� ° ° O 8F20-OB/1 T ® "V" LINTEL DETAIL FEI _A-; P I .i:';j� SCALE=N.T.S. IM i 0 in! !I TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED a d R = RECESSED QTY. OF #5 0 d a REBAR @ BOTTOM d OF LINTEL CAVITY a Q w Al a H J C 8F16- B/1 T Q z d d d 00 u� 2 O tNOMIALQUANTITY OF d TH#5 REBAR AT . 0 TOP NOMINAL - HEIGHT #5 REBAR MIN. (1) REQCI''DD 1/2" CLEAR -411 M.U. ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP GROUT MIN. (1) REQ'D r J � _ 1-1/2" CLEAR n rn m i'i C.M.U. 5 REBAR AT = rn m BOTTOM OF 'L'0Z O - LINTEL CAVITY w U n -BOTTOM C U C O zwzL REINFORCING PROVIDED IN LINTEL ¢ ¢ CiCo z LL o w r 5 REBAR AT BOTTC L NTH (VARIES) m 22 LO m a AS INDICATED MATERIALS cT prfr ecast Tntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f g = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. 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 CONNECTOR TYPICAL (SEE PLAN) - HOOK LINTEL REINFORCING INTO SIDE VERTICALS PROVIDE STD. 90' HOOK W/ MIN. 25" LAP SPLICE ON EA. END ---- PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR --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 CONT. PRECAST "U" LINTEL FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM GROUT TO BE SIZE & REINFORCEMENT) FLUSH WITH /� STANDARD 90 TOP OF WALL- / DEGREE HOOK j. i . ,. • , is REBAR BOTH SIDES y OF OPENING U.N.O. 12" OR LESS PROVIDE 3"x3" HOLE IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINF. THROUGH AS REQ'D. REBAR BOTH SIDES OF OPENING U.N.O. P::I> INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING -TYP. CONT. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) #5 BAR 8" x 8" x 16" CMU U.N.O. TYP. DOWEL 25" MIN LAP (AC1530) ••!i4,'.�f.: ..�T. tom' y"4• r-. �'.V .wI•:. i. SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION 4S24 SHEAR FRAME @ SINGLE OR MULTIPLE WINDOWS SCALE: 3/8"= 1'-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 a" ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION L 4'-6" LL O 4'-2" LL O 4'-2" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" cw � c 0 h4 -o a� -o E® c WJ d ci c o m � a ac I.A. � Cc ® L •'n CN a� N - m u . . - 3 .°1 W a r= E . >• wtv v .\ c.Ns�V• C d CZ1 LAI �a e . a'�' C9 i 'e • F, L O,-E S S1 ��IIIltttiPtl'��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. N W �E 0 om g � ci N O� U 0 0 o? N 5 LL7 I-- fI/ rn r- I-- J w H a) Q C J w W co w u a (� w O O N W�2pjO' m w Z LL � M 0 ¢ J Z N OU 0 co W ❑ El 0 0 o z � Q _ 13 V) Z (1) mo - a--� w Cn U C) 0 C o Una U LL, J r •- - E - � z!P s 8 L +j Q N f` O co J w co coo J z ¢ -Z Z 4 "- o E z� � Wo z o Q z® F- � CIL O E o x0 o< az az � ¢ L m C _ C o � m O Z Z Z �2 > �0z Q 2< w 1 go a w W a� z O J ti O O MJ CDI CID W a r oa o3 r = ^ L ! m Q Ca O C � Y ^ 4- / W m C LO N c�I o � N O U') CM M Q to E ° Z CU Z E O ca m 11 E 'a U Q p JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. 8.0 U, v M rn Ln LS v cnC7, 0 0 0 0 J N 0 I A sJ. a N r-� rn L0 u7 0 0 0 0 0 J Ln rn 0 I Ln v v- 0 .a i a E E 0 0 c c J W t� 0 U v c UI y U a� 0 i a c 0 U J CD LZ CV 0 0 00 45 v a 0 a cV 0 0 00 Cn a m a� v 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 0 OM 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. R OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OU 00 S G 0 , 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 TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91.05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2. 7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 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 T T OF 100 PLF APPLIED VERTICALLY DOWNWARDA THE 0P 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 L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR ILL + ROOF ILL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 12. 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: !WI.Ni111 2" 1 %" s 4" MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) 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 Il NON -MOISTURE CONTROLLED. 4.11 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'Y BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95%" MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. Irr' ati n/ prinkler systems including all risers and 3 spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. mBust be relmoved before exterior soil trea mortar along the foundation perimeter 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 T-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%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. cw c� 4z" C c C14 c� C-3 >• �,, to-- C 3 iV >< ' -m c4 -�, N 3 ts5 t0 -oac-,j i N Ccm c E � a F. �R^8b�@rRR f CN s" qo �f4'",t ststS ^ , ^ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W a v E o8 o C) 0 N N 0,0 C o00 Q m 00 :� N � -, N y C/) Ma LL 5 J CN J 52 LL � � 0_ In V Z 0 0 CIL J w - a a Y L @ V o z 1: W2� '@ N cp O � m E IL 20 m z° Z CIAO U < W ❑ ❑ (D M [+l e- z N M _ O 0 0 z N � n �t J 13 r I z �N 0 Ca w U g O LLJ N C) W J _�•...- E 3 8 C) o 0 `` " 0 m r` o w C0 o Z a L E u CL o zo w >o Z CU I' C O E o a a p wo 00 oz d z � 2 ~ <o �J m� rp oY o a, zU) -� J �m>z z cn 0¢ a0 ± �w C3 o J w = �o nj O co a= � r = % J ' ^ L ! LO 0 rn Q 0 ^` :3 0 J T r m� Y U) m CV L o +-+ 72 N C)C:) C� N M (0 O LO M Q LO r CD00 E 6 m Z = E O i6 (n `° a Eai U Q p JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. SN rn 3 M LO v v- O 0 C. J N rn 0 I Q M LO L0 v V) O 0 0 0 J N Cl I v cn� 0 c X Q C) v d F-- E O L 0 C J N tA- U E 0 c.>I i a O O ry ti N 0 0 00 °3 0 5 a CD 0 co 45 Q m v THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 Wood panels 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° x Filler blocking ° r / 1/8" gap ° FILL CELL STD. 90' HOOK BOND BEAM rl ' 'I SIMPSON MGT 'I w/(22)10d w NAILS TYP. GIRDER TRUSS > STD90° CONT. #5 B�R . HOOK ��� BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQAL PLYWOOD FLOOR PER PLAN COLUMN ANDSHEATHING CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2„ } Small gap „ 4 max. Clinch nai when possible T —� Is 1 Support back of web during nailing to prevent damage to 7\ web -flange connection, 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. higher 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 11/16" code for appropriate Zor=20 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Boise Joist Blocking BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Web Stiffener Fastener Schedule Joist Bearing Location Series De th End Intermediate BCI5000S 9-1/2" 2-8d 1 2-86 11-7/8" 2-8d 3-8d 14" 2-8d I 5-8d BCI 6000s® BCI6500s® 11-7/8" 2-8d 2-8d 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90so 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16"' 6-16d 6-16d 5/8" () THRU BOLT I.0 SIMPSC w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12/ Plumbing META12 TSS INSTALLATION 111L il Joist When joists meet over wall, provide 1 314" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ® — LOCATION OF ' SECOND H10A SIMPSON 1110A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE t��W -- - — -a for each la ed 'oist.Use 10dx3" nails at 6"o.c. for all joist ' °"° CORNER OFPP fblocking panel *Non -stacking walls �I=.IHOME H C G d nails require additional consideration. °O GARAGE SIDE 00 o Squash block SECTION INT. BRG. WALL IIIIIIIII=III=1TI 1�=III FINI GRADE(2x4 minimum) @ I I —I I-1II—III—I 11= I I -III— a _ _ _ _ _ _5'-0" Bearing wall, Versa Lam L7VL orN.T.S. —I I1=III=III—III--III III —III III —I I I —I I —I I I —I I I —_I STUB -OUT FOR 0 1'-0" o o Glulam Beam ® III=III—I I —III— I I —I I I— III —I I —III III=III—I GAS METER _ — lei I=1 f l III —III —I I —III=T— ° NO HOLES (EXCEPT - — — — -III=III= SEE FND. PLN. KNOCKOUTS ALLOWED MINIMUM SPACING - 2x GREATEST Backer block (12" wide min.) SIZE & REINF. Nail with 10 10d nails. — — — — IN BEARING ZONES p DIMENSION OF LARGEST HOLE Install tight to top flange. a �I (see table below) (KNOCKOUT EXEMPTS) D i SLEEVE THRU STEM ° II=1 -12" BELOW PIPE VERTICAL THRU FND. • MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) ° GRADE • ROUGH -IN GAS TO RIGHT ALWAYS - 12" OFF -CENTER DO NOT cut, notch Joist hanger SEE PLAN FOR 4• a .. . ° (ALWAYS) FOUNDATION INFO ° a • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges STEM FOUNDATION co ❑ co TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE GAS CONNECTION DETAIL 1 GRADE REINF. SEE PLAN CENTERED @PIPE **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** 6" A 1/" ROUND HOLE MAY 6" 6,r DO NOT CUT HOLES Filler block. PLUMBING LINE BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" Nail with PENETRATION THE WEB. PROVIDE AT ROUND IN 10-10d nails. A LEAST 3 OF CLEARANCE CANTILEVERS. Backer block required where top °n O . a a a.a FROM OTHER HOLES mount hanger load exceeds 250 lbs. MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%2' Install tight to top flange. 1=I1 I IIIII I IIIII' 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. 1 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'-Y (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. 13'4" (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 8 Cl'" '-4 ' I'- 't' 0 1,-3" V-3' I V-ate7' 1'-11.. 4' -9' 3, Z' 3, T" Any 10 joist .. _.. _ 12 T-0" 1'-1" 1, . i' Z' 1'-3" 1'-9" 2-4" '-11" 3,-T' "2' 4 . 6-4' 16 1'-0" 1'_1," 1'-2Z' 12," T Z7' Z-6' 3' 2' 3-10" 44- ' 6-7 " 6-4" 7 21 20 1-t)'" 1'-1'" 1' 2 1 2" -9' 3-9' 4 �0" 4'-10 " 9-11" '-11'" 7 11'" 8 _.._-- - 24 1'-01" 1'-1'" 1' 2" 1'-3'" 2' 6" 3'-T' 4'-9'" 15-An�" 7'-0'" 8 10' . NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1 z" 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 1y" 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. /11/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height —ti requirements 0.6 X Joist II " depth I -JOISTS BUCKETS N.T.S. /A/C CHASE 4" PVC (2),#5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. z ,a a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION A46 SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE a°' N e� CV Q Cd "O i 5- C7 p�m _ Cz C= n � C y �w - 9 C f _ - O.7 .c.£ V E a U •'is. CN ro 'YP u W 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. NJ W Amh a 0 E O (7 B ci W — G O Cv o N Om0 a m� 6# L7 C J LL W 55 ELJ Z W a, W o 2 � o M O W � °' ° m 6 yIL M Z < Z O N O U U UD W ❑ ❑ CD z N M o g z N CD z o � � Wv) J M z a `o —J LL 11 T r/ Vi W O W o LIM U LU — 8 U o U) i-4 ° ®I o m w M M L 0 � z < C:)-E E 8❑a oo wi z < z® < W0 I— C6 O X Q a¢ U 0. °¢ o o <' 0 az �z f- C: CO C ¢ o �y . 0 O� z J �m >z zz ¢° 8Q Z 50 �w WLL U jE ~ d Z w¢ ~ �0 o � O z< a0 H U� •N T = J LID LO O rn cu co o co o J r y r m U) m co N LO c o �1 N 04 O U-) M L0 r cD op E c r*- C7 6 z co z _ E O `° a E U Q p JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. SIN 1 3 v a CO M r� L0 LO Cr 0 0 O J N 0 1 M LC) L Q- C) 0 a 0 0 J N 0 I Ln Ln 0 c a CD i a E E O v c c J N a� ti V v 0 c�I U O i o_ 0 U CID L7, GV 0 0 00 hi 0 a 0 0 43 0 a m v cn V/ 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1Y-O" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO ° a BE IN ACCORDANCE w/ ASTM D D 11=1 11=1 1=1 1= -III--1 1—I 1=I m D 1-1I1=III—I1I1 II I11=1 111=' D7158-CLASS G or H, or ASTM I 1=111-111-111=� � • 11-111-111=111=1' D3161-CLASS F, IN 12 ��(TYP. ACCORDANCE w/ TABLE "—'' 1=111=11 I=1 I1=111=111=1 I 1=III=1 I 1=111=1 ' 111=I I1=111=III III —III I11=I I I- VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) =III -1I�,�1I11� I11 �IIIIIII� IIII�,IIH�' 8„ RESIDENTIAL ROOF SHEATHING - SEE INSULAFION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ` SEE TYP. WALL SECTION SCALE: 3/4"=V-6" S3 ELEV. VARIES 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" •N.0• 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 I11 °- NOTE:EXTEND W1.4XW1.4 WWF OR - DECO DECO FINISH 4" to 6" "FIBERMESH" GRADE C L "D I � � � 6 MIL VAPOR D D III= I = - z - BARRIER III ; D /r 4 IIIIII ° • III- r COMP. SOIL. II II ' (COMPACTED TO 95% MODIFIED PROCTOR III Ili=1 11=1 I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. CHAIRS TYP. OU.N 1'-4" (1 STORY) STD. 90 HOOK (SEE 0 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14 O.H.D. RECESS � z M 5i 4" IIII o0 SEE A/S3 OR J/S6--� I I II I I ITI I I I I 1 I I IT - FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 7v1r 5/8"OR 112" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF Xi BLOCKING TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8'OR 1/2 HIGH STRENGTH (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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X° @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) jv L INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN Ik SIMPSON SP1 w/ (10)10d NAILS 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS = 5/8„° x 10„ „ J„ BOLT @ 24 O.C. W/ IF NOTED, THIS REFERS TO THE r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ` ELEV. -0'-3 1/2" z �3 1/2" MIN. �31/2"MIN. ° A.F.F, p v ° 2x4 CONT. ILL 310 ° 11�=III=I=I/2"(min.)-4" I 1/2"(min-4" N ' I=T1I_= oo .111-11F /2"(minT -GARAGE DEPTH VARIES 3 1/2(m `i -1 11=1 I I I I 1=1 11=1 f f=1 I f ITI=1 I I I'' =ITI-1 I( IZzI I �I 11=1 11=1 I I I I 1=1 ''=-1_TI=ITI=III—-I I I— =1 I-I11=1 I f-III=I = I I= (2) #5 CONT. 4 l I i 11— I —I I 8 (2) #5 CONT, GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL (a STEP (@ SHEARWALL C @ CC SCALE: 3/4"=V-0" S3 112" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. "SHEAR WALL" SCALE: 3/4"=1'-0" GOC'` L`( sE�°00 ens M SCALE: 3/4"=1'-0" S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M�N��oos LOAD BEARING OR INSULATION PER FBC AND ENERGY \f lcc� \\`, \ 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1 x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10' ' J' BOLT @ 24 O/C W/ 2,'° X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK j 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1Od NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP 124" MIN. LAP] 3500#, MIN. TENSION 2600#) SPACED EVENLY 2X PT PLATE #5 REINFORCING SPACE ANCHOR ^ w/ (10)1 Od NAILS N FIBERMESH WEEP SCREED INSTALLED BAR < BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 fV 2x P.T. PLATE .; W END OF 2 x PLATE WWF OR FIBERMESH TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR � D p. . ' GRADE N D D D _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e } T T ° D FINISH GRADE °p [GRADE 60 MIN. Fy= 60ksi] a 26-1 I Imo—III-111 m D D I —I I I�—I I 1=1 I MONO OR OR STEMWALL z M — — — D D. " MIN. LAP [30"MIN, LAP] ¢ 1 I1=11 I_I I I I D I I FOOTING MONO SHOWN > ` —I I 1-I I=I III - w ° • III I I=I1I=11I—I' °O 6 MIL VAPOR BARRIER —T III D ° I=I11=111=_ °0 FOR CLARITY _ i ,. — — `� III=1I —III—III—• #5 REINFORCING BAR I=1 I -1 I 111I I I -fir -- T I I I I I —I 11=ITI-0=1 11= r z r I I I I 1=1 11=ITI=1 I I III —III I I L- - #5 LAP SPLICE I—III_I (2) #5 CONT.— NOTE: _i -,i f (III D ° I=I1I—I1I= I' 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS *FOR BEARING WALL 8„ 1' 4" 8" r COMP. SOIL. (COMPACTED TO _ (TYP.) W/ UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM 10" -- D1557) 1 I f III=III-I 11=1 I I III=I - -i 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK _ - = #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00 =11 =1 I —1 1 1-1 1 1-1 1 1-1 1 1-1 = 1 #5 REBAR w/ OPT. 11117 II I I I I 1=1 I I� 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 SEE A/S3 0R J/S6---- -I l �l l l 14-F -11 , , I I1 I I" FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS Ii OP II_ r- SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0""'Iii S3 SCALE: N.T.S.`Iiiii S3 SCALE: 3/4"=V-0" S3 VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR WWF OR FIBERMESH 1 Od NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. _ ° —� T.CONNECTION INFO SEE PLAN FOR Cl) TOP OF BEAM & LAYOUT DESIGN — SEE ROOF PLAN (2) HTS20 FOR STRUCTURALr N BEAM SIZE & , I I a. CONNECTION INFO M P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2„ 112" FROM SLAB 0'-0" CONT. BEAD SEALANT INTERIOR a . -31- - /z • .. .. -o ve ' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ? .0 ~ N 1=1TI= II= �-' 6 MIL VAPOR !'ri I=1 1= I=I BARRIER _1� 111�1 I I I11 I1�1 ��I 11� 11111 I l 111 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" IIIIIF - I 2x4 #2 SYP P.T. FRAMING w/ =� I11, ,� III; , ,� I' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 , T_4I— 8" z ATTACHED PER NAILING FOR REINF. INFO. w � SCHEDULE OPTION #1 12� > SEE TYP, WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE w CONNECTION INFO, SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND SEE DETAIL 16/D1 FOR °' w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL - W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART z O SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN e� CONT. BEAD SEALANT Q j w/ MIN. (2) #5 VERTICALS 0 z GRADE d > FILLED SOLID (SEE PLAN FOR = ° 6 x 6 W1.4 x W1.4 c� w SIZE AND REINFORCEMENT) 0LU WWF OR FIBERMESH ch w UJ BRICK PAVERS or SLAB PER COMMUNITY SPECS z w I— 0- W p o "' _ " uvi _ • •' = - _ • °• - - 11= W U z z Q ° =I ��; J • • BEYON. ' ` •CLEARANCEJTT SEE FOUNDATION CONC. PAD INFO. .0. SEE SCHEDULE TAPERED. c`t c� � > w ® o c n ,; ,� C ca C.., N mX N L.L. C1_ ro C- Iin a CV N 47 O cC N Y d d d 3 � L Lj GC • � A N G C2 = E o a i w q,•� 4''0 +, 0 4A E 44 , S' Y ghka 4" / 1 4 ,.�-10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W Q E o0 8. o G N 0 N CA n � O c <o � C? ro N u)l,-r o n N Q � � C Lu LL. - W l D ,^ Z J LLI — r_ 10 W _ O o�N �� LL Z m ouo NZ ¢ J N Z O U < 0 W ❑ ❑ N 0 o Z N z � � Q $ J — r— � z 0 o +� C LLj O ul w o 0Juft C w � � CJ w � , ) y Q W N m o m w M M J z ¢ o z Z 4 1L E _ o oLL > � as Z® Mo 00 Z CN a) a� ¢o oa L (6 U) � m� 0 O� z c � ioY N � zz go o� a z w� CD oz �3 = CDw e0 " a r o �t z< j LOrn LO ca Q ca :3T- p J 0- r r m Yco U) m N a-1 c LO T ) N co CN o O C� N LO M O LO M Q � T- at N w co o Z E 0 m d E o U J a Q 0 W J 30B NO: 22-09412 SCALE : AS NOTED SHEET NO. S3 (MONO) o, 3 J Q 0 1-0 LO LO 0 <D T 0 J N 0 I a M Ln LO Cr C V) 0 0 Q r- 0 LO 0 N 0 I LO 0 o, a N N a CD U E O `v c J LZ U 0 0 Ui i a: .Q 0 U J CV 0 0 0 0 o.- C) 0 0 co 0 0 Q m 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 DOUBLE 2x TOP PLATE ( ) 2x DEAD WOOD @MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ M 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 WALL IS 1 1/2 AXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" CIL 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN YAf�IES 2x BOTTOM PLATE W/ (1) 1Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 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) 1 Od (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER �717t STUD W/ (3) 1Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO - TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD • 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. 90A 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.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL WALL CLEAN -OUT A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. D TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT S4 SCALE: N.T.S. S4 KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J a a a o a 0 o a 0 8" STD. 90°HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0"WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 64" 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 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J a i%N, \ \ \ \ \ Jj ��-/ i//,�� ii/�-�j/•�/ 0 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.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a a BOTTOM OF MOUNTING B/ POURED CONCRETE BASE FOR 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�4�'D 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) 1Od 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 IARAG E OOR vvvnrnnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER `—(2) 2x HEADER SEE PLAN 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) 1 Od x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 �R SIMPSON HTT4 TYP. Op FNzNG+ U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SLI SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 EO 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" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EBLOCKING EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD v a. 2x TOP PLATE V2-16d 2X4 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) 10dxl 1/2" NAILS AT EA, TRUSS VERTICAL WEB 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C.STUD . O.MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF, INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) ��It]�/[r1Zi11�1 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCKnim— 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 k�ICE NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED . MAN 1Od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+^ F= 2240 LES �7�+ SIMPSON (�C) C 2X P.T. PLATE SIMPSON SP4 —r 0nviraUiv Jr4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10c ST J-: 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 ATE SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS S (�PSON SP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 C 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) (6970# SPF) iS (9335# SPF) N. 8" 'OXIED A.T.R. t&NUT OXIED A.T.R. t & NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE /- 2X BLOCKING 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 A 10d NAILS @ 6" O.C. STAGGERED ST GGERED A TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" 0/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. c.m am cv C� C z - µ.l Q - amp.: ��-a- cc _ - Q t'V � >E ro W =. I-) CU i � C 9 LL • � ?' �o av '°.• c C'°r'm N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. AU AM Q M co S C1 0 91 - O N 0 N ���'� .2 N v) N/ te a m v W 0 ni C LL W J LL d W Z o � W 7 N O W Z o� J5 m O m W J M N 0 Q N co ZO U U W U ❑❑ z � M o z N z � � J M z a 0 v Y` • CC$ c,, w � 0a) N �Ln c v w E a I. p� o c U) s a N O� ®® N W M o N` z a � Q E E oo w zo aN m U o E g xU .4 az ¢o 00 DU O< Ez N I.<o w� ra Zz =U mm m O O� U) N J aw ¢w �z cn Cn o a gO Q . -z qo o� Jz 0'3 =F O I� CD o ;o aF v �< °� >LO J rn Q 0 co N O C � C) J r Y r m mco N C:Ln r 0 N M � -0 C)C)M C) -0 (3 N C:) LO Q LO r E Co oo M z z E C) of m a E U _j q p c JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. S4 3 a CV M LO LO Cr < 0 0 0 J N rn 0 `^I CIO M LO 0 N 0 a r\ 0 0 O N 0 I N LO L0 0 N 0 Q N N v E 0 v m i r7 E2 U E 0 00 U n: 0 U J N 0 45 0 0 a- N 0 00 0 0 i Cn m 0 v SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (z 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS MAX. 9" BACKNAIL w/ 2 16d NAILS UNSUPPORTED, O MAX. 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT (2)10d TOE NAILS @ •• AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •• BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM \_ RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od / 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END V "L" BRACE TO EXTEND EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN /• AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR \� LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) �� GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING' 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE / (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS \ 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 1 Odx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ INSTALLED PER MANUF. 1/2" x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"x1 1/2"SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH ( ) MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0"iN INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1 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. Sj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `� 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS 10d & (2) 10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)---- -- w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEBtE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L' BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 `tCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS IXI TRUSS VERTICAL 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d ( NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA W/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SIDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANELBLOC�I EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION Odx3'K@ 4" O/C (2) WITH �2� 12dOT0ENAI SCKING / NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" r TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 l SECTION g _4 11NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. TOENAIL (2) 16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 1 Od x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 a a ° CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 -MINIMUM (2) 16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING w/ (3) 1 _d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 64' & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SIDS GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w d w 0 o ' 0 z O LU o ' "v LU — — O o O o o X Q d LU NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ T-O" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ��L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ;~�lj 2-411 :e L.3 C M N C.� _ -0 m x o LL a- m o - N a CV N d CN Q � �N Cf x v '3 2 u cu � G O N E � o a CD fill/ ?[�`�t,W111iosi 0+�\� 9 R+hey `1✓B+ E�.." -•moo r'\;». , o :r,:( ' .� ✓,�L, a U. \4 �Z99 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. H W11 g vE 0 V 9) C N cc:) r � M Q aNiv2" N J C LL J W a Z 11330 _j —a a- Y W C N U7 t a O r Z Y o i W r rn 0 w Z cc J z Z N (` J H O U o W ❑❑ N M 00 W NN � o Q J ca- U z a �N W1' o LL T U'J a w � � U —� O cn �N w o c_ cWs ca W J off s U o °� c • ®® N 4 0 O M w M m zo z J E =o �g � >� � a Q E VO oLL z© oa xCU 0 �a 00U o< z O E CD N az wo 0 Qp- az �z t3 5ru � C z �Y m� O OLL z J o yz U) ZO Q Q O �. ¢ U a "w W _ V = < az �3 O ¢¢ O �1 wI �¢TOU3 d ti o T m Q 0 ^LO^,, CU J Y � T Y T ) CN I_ T_O }i C N V / cal _0 N di M O L.1� CM Q L0 - T cfl o0 M o [� z z (D co c d E U J Q J JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. S5 rn 3 Q M r) LO LO ID 0 V) 0 O 0 N rn 0 I N i c+l LO v c� 0 0 0 J cV rn 0 I N LO LO 0 Cr 0 C Y C) N i E E 0 C J N U O 0 U' U 0 i a 0 v U J N O 0 00 16 v 0 0 0 00 177 aii 0 m v to ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PEf2— CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od 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 SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN a,e 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" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAI MIN. PSI MAY VARY PER MUNICIPALITY d . T ° d --III-III-1 I 6x6 w1.4xw1.4 -III-III-III-III 21= WWF OR FIBERMESH I i 1—TI—TI-1 L i FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 �W FOR MORE INFO uJ 718" 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 � w LAYER 1/8" THICK. INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U-1 Q 0 4"x4" INSPECTION PORT AT = a EACH FILL CELL TYPICAL LU U) 0- 0- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE INISH GRADE 00 rSTD. 90'HOOK CHAIR (SEE DETAIL)(3) # 5 REBAR ON 3" W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION, SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1 Old x 1 1/2" NAILS TO STUD & (8) 1Old x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY, "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING 7 TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° 1 SEE FRAMING WEEP SCREED o z T PLAN • INSTALLED PER MANUF. 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)1Odx3" @ EA. BLOCKING & 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" 0.( PRE-ENGINEE FLOOR TRUS; FLOOR CONNECTION @ MASONRY 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED LL INSTALLED PER. MANUF. C SIMPSON HETA20 wl (8) 1Odx1 1/2" `U' NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH II. - I I 1:�zj I I� I I I I fI I I f II I I I Il l hl l (3) #5 CONT. ON 3" 8" 1'-8" 8" j CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF U NOT FULL F HEIGHT SHEET- U) Z L — M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSUREI F F SHEATHING w x SOLID 2x o C BLOCKING @ ALL _, C SHEATHING O EDGES (SEE OPENING SECTION X-X W d U C x � w Lu 2x STUDS LLJ BEYOND. SEE PLAN o O CO \�2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1A/AI r r—r rA/A -rl^kI r%I A^r%A AA 3/8" „S„ = NAIL SPACING S 314" S 1/2" 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING '=4fl1#11W4 ST�'�7Vp FFp�go� N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) O,o NFR� 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 MINIMUMY" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y". F-- co ? 0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 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 w. Q NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. =n O STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. J o w/ 8d COMMON NAIL Lu � 0 X PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER - y Q r O 6 O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q 0�F-00 to 0 Co LL @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL — N W 0 O MEMBER IF GABLE END c LL NOTE' C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED) CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM M S6 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS I STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING 2x BLOCKING HORIZONT SCHEDULE SEE DETAIL C/S6 FOR MORE INFO @ INTERVALS NOT EXCEEDING 10-0 (R302.11) 2X STUDS @ 16" 0/C 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. TENSION 2600#.) SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. E 'd v' - 00 d ° ". FINISH GRADE _ Cl) d da d —III_ A I viitmr___TII (3) # 5 REBAR ON 3" CHAIR W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" S6 ADDITIONAL INFORMATION. N cv o C%4 a '•" tv c� > w y N M C i n�i w tr � eo (n Q E ca s f OI `c ,o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W 0 E v 0 N_ N 0 N 7 U)r--�� Q U M V LL LL LLu_ W LL Z CLL _ —a m c rn L coG W a Y �n Z S' 0 WV% Z NZ N� W ¢ J K N OU o z W El 0 Cl) Fol Z N o z z � � <c J L-j; r 0 U) to M z (D o 66 w 'n U — g O w o uss U 6 W J •-.. r— — E m, t U ) i-4 m N IM ti o m�, w M Q oN Z U_ Q E oo Zo a0 9 Wz z® oa F— "6 x� �0 01 z CD(O w� a -z ww (V o 0 M �4 OU O " � J �m <� aw �m Z N a� o Z a° �w U < ~ �~ oz �3 o Qi �0 Mj o cp W 'a= o�3 °za T •NLO Z rn m O O co O J r Y T U) m 3: m LO }+ T a--+ N CID04 CD C) N M c0 C:)00 LO M � M m = o Z O y a v � Q 16 o JOB NO : 22-09412 SCALE : AS NOTED SHEET NO. S6 (MONO) 1x 4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. ' , , APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 3-1/4 LONG X 3/16"0 " ix4 P.T. i .�' FURRING�,� /, , 3/16"0 X 3" LONG % FURRING - �. TAPCONS 1 "x-1/2",'r%i (2) ROWS 3/ 6 3 FURRING 72X8TAPCON. INTO STAGGERED @ 16"1x8 TAPCON @ 16" O.C. & 4" BLOCK@ SPACING 1 „ DETAIL P.T. O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH -)_ 1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" DUCT O.C. & 4" FROM DOOR JAMB (REFER AP RTO O AL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER*92x EACH END W/ MIN TO PRODUCT TO PRODUCTDGE DIST. APPROVAL FOR CONN. , '; 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CO(2) ROWS 3/16" x 3-1/2" '� % x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACHFURRINTAPCON 1x4 @ 16" O.C. & END w/ MIN. 2" EDGE DIST.4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX IT NSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK SECTION A -A 8" WITH �r 1/4" x 31/4" TAPCON (1 1/4" MIN. - �1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END T PROVIDE 2 x 8 DIAG. BRACE BTWN"'.. VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC AV RAAV MAn PROPER INSTALLATION MAX, 8 #5 REB) (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS / '� ' J//,, FIE - F / / LNOTCHWEBAT ±5A :L FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Yz" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS / LFILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ® 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. ATTACHED WALL SHEATHING TO 45 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED 2( BOTTOM PLATE W/ 8d @ 4" AND NAILED W/ 8d COMMON @ R 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED `STD. 90° HOOK (TYP.) <'�� 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) Yp) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO ® BOTTOM OF BAND JOIST TYPICAL ® +2 NOTC F,@ @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. - w/ (4) 1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" THE ® `-- TITEN INTO K.O. BLOCK :S r- FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. �,SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE - PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW--[::�� CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (") 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT / SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR W.W.M. AT PERIMETER BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL 9 PER ANCHOR) #5 CONT. TOP &MID i OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER — /.f OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ° c REINFORCING AS FOLLOWS: SEALANT I —I I f—III—III=III=III; T FURROW. PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NO URRO " ` '' ` ' D 1-1�—I I-1TI=I I I=III= PRESS PANEL REINFORCING INTO PLACE. COVER PANEL PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ,.'`''` 6" MIN. LAP SPLICE W/ REINFORCING PANEL —I SMOOTH. DO NO FURROW. ° —I F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. ,T- WIDTH. FURROW. MAINTAIN UNIFORM JOINT6 MIN. LAP pIL ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ° REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. f z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 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 WITH MIN. 3" COVER EA. WAY 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) Of GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 401 J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2k 0 TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1 * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. Q4FNC,7'y (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF CNFFT fly Alvin SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:01, - FILL 1st 4 COURSES SOLID W/GROUT ° FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° OVERHAN •� a+. e. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" AJLJ�INISH FLO .k .� •e •• � #5 BAR 1.0 e P b ° " CENTERED W/ g o e 9 K IN TOP C:) • a KNOCKOUT / N - 0 ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS - CLEAN FILL DIRT — e• ° STANDARD o 0 90 HOOK N #5 BAR IN , FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL H4- SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. C%A 00 iV � •o C:) d� w w- en E c d v �das� E r� �: t t d To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 0 E 8 O N _a 0 � N O c (O r CN0 H d C J W J L d T Y ��o W w o @ N og y °' m w yW i ILW LO C,, Z Q �LLn N O O U •Z U W El ❑ z N M O O z W z � � —o Q cz � r V) M z � o +-a g/, LU Ow N c o L J — E = r S = w C) o c M Q 0 m ®® N CD con Z M o Z J L.L. Q E E_ oo, w= � <o za Ico6 X � 0O o fa 0`0. o� 4 Ww N W` o <ra mo cf)2 _ _ z Y U �m O Z , a! aCO z !n N < oo a z Z d W CD__ T O WLL o a _ �F r- oz -' r3 Mj o CIDo¢ wa �° a 03 ° >�' / LIn 0 m C)� O ,.._ Y ca W N m L0 Q 04 I c O C) N CV di o Ln M Q T11- r E C\') o Z Z E O 7i m E O a v C a U .° Q p JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. SS 3 Q cD r� LO Ln v c 0 0 LO J N 0 I J LO 311 v 7 0 0 O J N 0 I LO LO Z v 0 rn Y N N E rn a> E O v v J CD U v 0 U i U .0 0 El- d E 0 0 U J f7 N O 0 00 45 0 LM N N 0 00 0 m C3 v cn SCALE: 2" = 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6'-, ALIGN THIS STUD WITH AFACE OF 2ND RISER 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL -2x6 SYP - 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) (I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER \6, LT E 7 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLUE S) x 1 1/2" NAILS) STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _--2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" 2x4 GLUED AND NAILED SECTION D-D ( 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED ----\ i NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2" " = 1'-0 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 1V SCALE: 1" = T-0" SECTION VIEW "E" SCALE: 1" = T-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE: 2" = 1'-0" -3/4 PLYWO( ON DECK --2x8 SYP G AND NAILI FRAMING 2x4 DRAFT STOP 2x4 BLOCKIN C---I NOTE: 2x8 DRYWALL STOP NOT SHOWN 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN-!' 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 i —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE P1'. ECTION E2'rTAPCONS ACH ALL COMPNTS TAIR TO CONC.' X @ MAO.C. / —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONIC. W/ -1" X \ NAILED TO STRINGER 2 :1T' TAPCONS @ MAX. 32" O.C. \ / G.1`-� - ---\ TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER -2x4 DRAFT STOP N [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = T-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER & EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = T-0" F SECTION VIEW SCALE: 2" = 1'-0" PER CONTRACT, PROVIDE SOLID BLOCKING BELOWALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST 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 BRING WALL BELOW =ALL JOINT YWALL TO ✓ER JOISTS) :L POST LET INTO ILOCK 1DE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES H 2X STRING R 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES SECTION VIEW "H" SCALE: 1" = 1'-0" c c 0 .TS.C_ C3 t'PJ 'IZ a 0) cc o ca , tv ✓ 100' ca _ ,-• ' o s� as � E ,c o L O Psi}��l r4 i�&3uY4 tR �. 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. H W �E 0 o O 00 (1J N W � w C LL w M LL. LL ' O_ IW Z m r W L @ p0 _ O @ � O o W � rn rn � U m w U0so U Z J L0 Cc M Z Q Z N O U W El El N M oQ � QNQ O Q J U)V) M a 1 ' LL T � -o U 0,�0 N �N a— rn (6 `U ats - - E 8.. 0 o Q m N O o co J w C', CJ z Qs z z < L; 00 zo �� o li7— wz z© 03 C �t X V o< 00 U gI O ao wz i < m� L_ C: Y O L .z. - oa gv � w T � 5,O F= J w02 o w� >° 0 T 2 >� '^ L l LO CA m O O cc C:) r r mY U) m N LO a,,,r C r < 0 N ' o co LO M Q U") r m C.0 00 M o m N Z Z E O N r° m E U Q p6 J JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. ST 3 0 LO LO Cr V) O J cV Cn rn 0 I Q co CN0 L v c� 0 Q C) 0 0 J cV 0 I N LO LO 0 v, -L a N N CL F2 E O 0 J ca E U i O i a 0 •U 9 a) LZ N 0 0 00 hs 0 0 [V 0 0 Q m rn CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING r_ 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. 1 A ----L WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'-0" MAX vvJ ,L- r vu Lw L_��'r r r r w.w v v TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN � SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A %�A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDINGJACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) Yi G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT i, VARIES 2X4 #2 SPF BRACING 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 'OMMON TRUSSES. 3EE TRUSS PLAN -OR CONNECTION NFORMATION. ARIES SEE PLAN :OR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL , o MIN. 2x4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY s SCALE:NTS SIMPSON LSTA18 W/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HT820 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM aC� RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS >IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. _T 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION S CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER 1— SEE FOUNDATION PLAN FOR MORE INFO 5 COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a) FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE VS5 FOR ADDITIONAL OUTLOOKER INFO. IY:11III&V (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER `CENTER OF POST MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. —• MASONRY WALL BELOW: SIMPSON aa. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN aa. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS 44. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE t10TT1q=►1& 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 a@ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS —� OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d N, NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING �'j + I` BELOW @ 16" O.C. PLYWOOD I FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS & SECTIONS c-c e•� N 7 W O ® aR G M C- N — amx -- u- a- - CU o w. to ..a. g iCG C7 Q N � :2.Gc 3 ro d m y N Q- e. W NF'a�i'� CL Ob -J { O W ­ c 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 01 E C N 0� 7 u7 0 cn�'Za 0 4 IM, c/ l7 N J C LL _ t7 Z ui — a o- Y ro c yMq 51 d@�°O W U) m Z a - NZ a J 0 0 N O O U U Z W ❑ ❑ z2: N M O O Z ro z o d Q M N z aC3 0 a--+ LU U O o cLn N wrs N v LU v � oN o cco Iu ®—I I Q N 0 �® o c W M M J w ¢ z0 z z ¢ � 14fCU L 1 E � z o wS > q ?o oa — x� 0 U o E a 8 °< az o i <a � J d �� ��z =Yo Nm a) J aw �z cn a� U zo N Q O ¢ U a �w W wLL JZ o o co wY _� �0 = a; ° ¢ U r = > d' J LO LO 12 W CD O 3co O J � r r m Y U) m N Lid c r N M 1 CIO � O CD -0C� N M -0 (0 o LC) Q (D 00 a; E 'E C7 0 co z :3 E O a E U 0 'a6 Q p � JOB NO : 22-09412 SCALE: AS NOTED SHEET NO. D1 3 a CO M v Cr co 0 O 0 0 J M rn O I N a Co L0 L0 2 v r/ 0 .n 0 0 0 N 0 I L0 L O o- 0 rn L Q i C a E F— O S v c J I E2 0 U 0 a 0 0 UI U a_ i 0- 0 0 J i� (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. EXT. SHEATHING MASONRY WALL �A BELOW AND ALT. CONNECTION. 2x @ 16" O.C. CRIPPLES (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO DA 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 1. APPLY SUB O (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS 0 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. • • •o SURFACE 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x 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 OF MIN (3) 2x #2 SPF STUDSREQ'DDJ •• •°° CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END HEADER SE Q/S4 FOR JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ TYPICAL BLOCK FLOOR DECK INFO (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EX GYP. BOARD OR EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• •• SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ WOIST 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"o.c. 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 R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD CONNECTION IF MSTAM36 NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN o•° o o o o.°o o° a. OF CRIPPLES IF LONGER THAN 8" ° 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A. q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d NAILS TO STUDS ABOVE & 11 10d ( ) NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 10d NAILS O HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA TYP. (TYP.) 2 2x HEADER o 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 @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR P AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION LSPFEMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" E 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 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF 2 2 () x #2 1 1/2" (USE SP8 FOR 2x8 C B H B C R SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 • FLOOR S S SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL 24" O.C. ) @ EWALL OR BEAM WALL) AT EACH STUD AT HEADER / I GREATER AN 4 IF OPENING S GREA R THAN OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP • (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS SEE PLAN FOR 2 x CONT. T & B j AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL --------__NAILING PLYWOOD ATTACHED PER- SCHEDULE SIMPSON HTT4 w/ (18) 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 NP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ 7 () 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10} 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ D e 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 16" 1 SEE FOUND. PLAN FOR FTG. REQ. H� STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS • ° • TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • . • ` *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B m SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj HEADER CONN. iC� 2nd FLOOR STUDS BELOW (24)10dx11/2"NAILS AT TOP AND BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. aC� GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. LE-8 I' 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 NAILS (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. ° TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER ° 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" O/C 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 1 2x SILL PLATE 2 12d TOENAILS. <9� Np F 2-I 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB W/ ) () OPENING LARGER THAN 4 ft (2) 2x � � 8' T TOP SPLICE til/� OA (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). ° ° SCALE: N.T.S. A SIMPSON LS30 w/ 6 10d x 1 MIN 3 2x #2 SPF STUDS END O O @ TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ° EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS '' W/3(2O1C NAILS NAILED TO STUD PACK / FLOOR DECK FLOOR DECK @ 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 ol 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ WOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: PER PLAN OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. 2nd FLOOR HEADER CONN. @a 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 10 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. c�om c%A 0 ® w o L ag o 0 Cl. c N f0 O fN CJ lR Q r CV � -d ,E_ L b' =a N E c a ' *a• O F;.. � ✓rr � � 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W �£ ID 0 a $ o V N O C O L_ _ W N_ N W N 7 n H Cn C J LL In J LL LL d VO W rho z� P ♦� '@ r- CO o IN in24j6 of W 00 M z d IL z U U o N O< W �� z N M o z 0 z iz —o a u� U) Q M N z c9 0 Um O w o �N 0MIW J o s•....... _ v o M 0 �m ZD o CID w C'7 J n z o S 4 „- zo Zo ca.EE Ov w�<� z® �a F- O E CD Q 0= a z a 0 UU o� a Z ,� i O ¢o � J z Y m� o Z , - v J �m < <w (n z Z Z U Q � a yw W w ao oLL 3 OCD = aF y0 a Mj CO A 2 T TUU 2 >� J LO(6 0 m � L (0 O 0 M :3 O J T Y T m U) m �N L^ ' I CIO C)C) co .007 N 0')Q CM (0 C)LO CM L T co oo w co r o z z N O 0 M d U _j Q p JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. D2 V USP LSTA36 STRAPS - EXTERIOR SHEATHING ATTACHED TO FLOOR ATTACHED PER TRUSS /BLOCK OR 2x4 STUDS W! USP NAILING SCHEDULE RIBBONS SPT22 @ BASE SEE J/S6 FOR MORE INFO. 2x CONT. RIBBONS W/ (4) 16d — 2x4 BASE PLATE W/ NAILS OR 2x4 CONT. BLOCKING USP LSTA30 OR W/ (2) 16d TOENAILS EACH SIDE MTW12 TO FLOOR EACH END TYP. TOP & BOTTOM GIRDER BELOW @ 16" PROVIDE SOLID BLOCKING O.C.. BETWEEN TRUSSES UNDER WINDOW JAMB CONDITIONS MIN. (2) 2x6 W/ USP JUS26-21F EACH END DOUBLE 2X— TOP PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: 3/4 _ V-011 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 a@ 2 STORY WALL 41 SCALE: 3/4" = 1 r-0" c� C C%1 -0 :3- W ® � t 0 CS -�co cc O L 'U) CV L V) Occ Q N Y 3 � w E t W a Cr--,- — 3 3 � W �. cu c E v �`."�+,\\�8�1tt16(OltllplJgi Wty �R0 �.+s•�,asE •. d •° :. Cam`s O E L �?OFESSXp't�` o`e To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. NN W.0 Amok Q o 8 ,+ V 0 o " 6 OF N r of =�� N Cnhr� . Q N M V 2S L W C J Z LL L1 5 a ci J W (0 C O W L @ Z 70, 0 o LL Z �n�6j6' m N Z ¢ J OU ZN < � W ❑❑ m z N M o g z N z o � � N N z a c� N o L '�• (� W m Uin — O W o Una c W J U o C `/) Y N m O w w M o co E aR OCU o� wz z® X O ¢ 10 O O E N a z woo az z L o C/) C �y U Orr z y O Q W f ) (0 of 30 a W w� nw o ¢ �o � w = oo rf ozI¢ � .N T Z L i LO rn CU Q U O O J r Y r U) m N L i c� C7 N O N_� C) L ^ i CM Cy')Q oo M E E Z c6 Z =3 E O (n n E U v 75 Q p JOB NO: 22-09412 SCALE : AS NOTED SHEET NO. D3 i 1.0 M LO o- O Q O 0 J N O I GV E; a cD cV 110 LO `v cnn 0 .n Q O 0 J CV �I- 0 I LON 21 0 Yc 3 Q N 0 a E 0 s 0 c c J y LZ E2 U 0 �I y 0 i a c a v U J LZ CD 0 v a a a 0 co 0 0 m v THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF `' MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY7-I ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME Tl WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER E DO NO- BOTTO FLANG', SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asO# in each detail that corresponds to the numbered items in the list of instructions below: 1, Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING (SEE DETAIL WP07) ED FLASHING E0 ASHING V-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING-� \ C SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z 0- W rA W U LU rr IY Lu 0 WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4°-1"BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING` - BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR / other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied -- T 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 - ---r, - - inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The 6 RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and I building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 20 D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND AMIRELEASE PAPER TO EXPOSE NIMDM6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM of flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings �i Ar, shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestrati 4on manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. -7 Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Continuously above all projecting wood trim. P. 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 putters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5I PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER I, 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS LvN: ER STOP A NUOUS BACKER ROD LANT NTITIOUS FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster �- in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C%4 am t4�i o.r o cov x N L d d co c E � o N N 0 N 0 00 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W E O Q 6 0 2 co s��� UJV �M 0� N CD N u- _ 0 0 ik LL J a W o- Z rn L t0 Q L i 4n ?: 0 O Z3 CoN MW u��a'°' Z L0 N Z LL< m w Q Z N OU 0 W M r z N M z a Q � Q M U) N � 0 0 Jl { TJ N W C� , V � � m V O W p �tn v W J L Umap zit _ 4 U 'o y o M - w M O G J L.I_ c E E m zo oo wz n' >o Z Q� ze oa u F_ O E X� -¢ do �0 or o @ L wo ¢ az �J W ra C p z 9 0 .0 Zh C J '✓ D Q W z U) F oa go Q. �> a }S o w¢ =3 o �o O O 5 }a F °� .2T 2 >.:I- J LOm LO 2 < c� F- `V���e{ t0 0 C � O I T Y r U) m N m LO r a _J a--+ � N co - co C'4 O O (.0 N CD Lid co M r T E c co Z CU Z :3ri E O n co a E D -a U � aQ 0 0) � JOB NO : 22-09412 SCALE : AS NOTED SHEET NO, WP • 2 Y r� : ,r - Ct t J :' .. .,�s�" r. ,. � �,..�...: <a:.....r ... -_.I. ... •,,.... ..... _.. .. s-_.. 4.. 1, ..d..k.� .. _. :v; - .. "s•. ..t �c1. ... .r..a.Lvc :, --.>. .._ .......-. «...,_._.,,. .Y_...,:P11, _....... � .- .. .... .. ... . .. _. - ._ Mounting Brackets (10 G el +11.2"X 4-1 2' X 2-12" S her Schedule � Anchor cf}iwGle � Batik 10' Dia A 428 Gale. fTyp-) + 1-# #f ii� Sri i�f I Jin g �r'CY49 /C Ur Bottom jf 1 Edge Hurricane Strap (TVpica l: 3ln front) Front Cross Supp (thfiay be ) 1.eeft Bracket (1 Ci Go if ) # 14 Selli Ing Scmm Thru Brackets & Back Moss Support Into AIC Unit Ofmom Side (Typicalt:3 each side for hurricane used lflllaish.£1r6 Self-Ixicking gluts JINSTALIATION i� ORMATION nt- 4 Back Cross Support (May be coat to fit!) Right Sratrcet(16Gauge) Florida Department of Business & Professional Regulation Page 1 or1 Building Codes and Standards I?J1 DJ2021 Product Approval Application Detail Code Emlil or Data Data Date Pending me Y at Manufacturer contact Enolneer& Llcense Validated Ill VV llda ed. Submitted FBC-Approval Approve Status Affinnatlon Z20 smart Vent Products; Inc, Mchael Graham Hermes F, Nor.. P.E. Locke BUNden P.E. 12J'1:612d2i7 12J1912020 122812020 Approved Category: Structural Components (877) 441-530 PE-73776 (334) 300-1800 SubCategoy: Products Introduced as Result of Infoo-rivent.com New. Tech roll Compllance Method: Evaluation Repot from e Florida Rogisteed Architect era Licensed Florida Professions Engine,, 'F ullia &R8 Products QuallnAssUrance Aoprovedfor Usa Approved for Use Impact Desl 1 Sao k, Praducr Moder. Numher orName Product Descriolian :CanlraclExpiratlon.Date nJ HVHZ Outside HVHZ- Resu aril Pre u urs 1 SmadVen1T11cl #i54C-510 Dual Function Flood aria V ntll tlon Vent 121312023 Yes Yes NIA 11001-190 2 Smervant Made#1540.511 Duel Fund. Flood and Ventilation VeM 1223if2023 Yes Yes NIA +to0F1o0 3 SmanVent Model#154P520 Insulated Flood Vent 1MI12023 Yes Yes NIA +1001-10g 4 5manvent Model 11540.521 Insulate6 Flood Vent 12/3112.023 Yes Yes N!A +10GF100 5SmadVent Model #1515224 16&qud„Garage Door Flood Vent 12/31I2023 Yes Yes NIA Nil SmaftVert Mctlel#1540.570 Wood Wall In sulated Flood Vent 1213f121123 Yts Yes NIA .100F100 smart Modal#-1540-5%4 14.51 Garage Dow Flood Vent JMII7023 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel V1 m412021 cue EMIN or Data Data DataPendlna Cr o SYBB. Version Manufacturer coal Eml 3 License Validated av Validated S.writted FBCAo.mval Anomred :status Ravrslon 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Pnosf Locke B.-idep P.E. CfVI012020 o8/09l2020 o8202020 10/132020 Approved Catel Roofing (5021 303-1511 PE-74021 (M41 300-1800 Subcategory: Metal Roofing Ishumate@dre.,.com Compliance Method: Evaluation Report from a Florida AeglstpodArchilect ors Licensed: Florida Proiasslonal. Engineer FL#1767a,Ra'Prbdpcts - QuaIRVAssurance Approved for Use Apnrovedfar Use Impact design, Sea# Product Model Number or Name Product Deseratlon C011trap[Exolratlott Date In HVHZ Outsidefill Resistant Pressure I goallMetel Roofing Syetemq OMC 100N5, DMC 1505S, OMC 1755, OMC2003, 1213112025 Yes No NIA +0/-180 OMC5V Florida Department of Business & Professional Regulation Page 2 of 4 Building Codes and Standards 1MM22 Product Approval Application Detail cede Z=W ate Date Date Rani Date Two Version Manufacturer. Contact Engineer& License Validated BV Validated 5ulxnitted RISC Approval Approved Status Revision 2020 Therml Corporation Steve Jasper- Lyndon F. Schmidt P.E Ryan J_ King, P,E, 047152021 12r31f2020 0422(2021 06108r2021 Approved Category; Sooner Doors (800j 843-71 PE-4340g (813) 767-6555 Uubcategoty: Swinging Exterior Door Assemblies jasperson@ihermatru.co Compllance Method: Evaluation. Reportfrom a m Florida Registered Architect or a Licensed Florida Professlonal Engineer 'Fl #Y sl Proructs.. , Quality Assurance Approved for Use Aparovetl for Use Impact Del Sad.# Product Mosel Numberor Name Product D¢scrloten contract Expiration Date 'nl HVHZ Outside Ellslst t Pressure 1. a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 694398:&quot;lmpact&quot; Opaque 12)312022 No Yes Yes VA Composite Edge Fiberglass Single Door (Inswngfoutswing, X configuration) 2 le. Thermal Fiber -Classic and Smooth -Star Nominal 61 &quotlmpact&quot, Opaque 1231r2022 No Yes Yes N/A Composite Edge Fiberglass Single Door with Side(de(s) (IhsWngfOutswirl XO, OXor OXO configumaons) 3 c-Thermo-TruFiber-Clas9ic and Smooth -Star NoMinal6&#398&quotlmicaud uctOpaque 1213112g22 No Yes Yes NIA Composite Edge Fiberglass Double Door Wth or mthoutSidelites (Inswmgg Outswmg, XXor OXXO configurations) 4 d. Thermal Fiber -Classic and Smooth -Star Nominal 8l Ii,quotimpact&quof, Opaque 12/3112022 No Yes Yes NIA Composite Edge Fiberglass Single Door (Insvnngr.,li ing X Configuratton). 5 e. Therml Fiber -Classic and Smooth -Star Nominal 88uirl &quotimpact$quet; Opaque 12131f2022 No Yes Yes NIA Composite Edge Fiberglass Single Door with 8idelde(s} (I nswnngloul rig; XO; OX or OXQ confi uraf ens 9 ) 6 f: Therma-Tru Flber-Glassic and. Smooth -Star Nominal 80390 &quotlmpact&quof Opaque 1213172022 No Yes Yes NIA Composite Edge R berglass Doubla Door with or without Sidelines (Inewingtoutewing; XX.or QXXO cenfigura'hons) 7 g. Thermal Fiber -Classic and Smooth -Star Nominal Still 8quiptImpact&clul Glazed 12J312022 No Yas Yes WA Composite Edge Fiberglass Single Door ilnswirtglOutswng. X conf gorztion). 8 h.. Thermal Fiber -Classic and Smoot. -Star h o Ina16& 39 uetlm act& Gaza 1213112022 N m # 8 &q p quof, Glued Me Yes Yes NIA Compel Edge Fiberglass Single Door with adelill (InswingiOutsWirni XO, OlOXO configurations) 9 i, Therma-Tru Fiber -Classic and Smooth -Star m Nominal.G&#3 8 B, uo I act& of Glued 1213112022 9 t cop qu I No Yes Yes NIA Composite Edge Fiberglass Double Door with or b without Srdelrtes (InawinglDutswrng;.)0.or:OXXO configuration.) - ii) J, Therma-Tru Fiber -Classic and Smooth -Star Nominal.fil 9;0 8quotlmpect&quot; Glazed 12f312022 No Yes Yss NIA Composite Edge Fiberglass Single Door ll nswiojOutswing; X configuration) 11 k. Thermal Tru Fll er-Cfassicand Smooth -Star Nominal Ell &quotimpact&quot, Glazed 12f3lM22 No Yes Yes NIA Composite Edga Fiberglass Single Call Sidelfe(s) (Insvnng/Qufsrnng XO OX orOXO configurations) 12 I, Therms -Tin Fiber-Cfassle and Smooth -Star Nominal 8&039;0 &quotlmpact&quot; Glazed 12f312022 No Yes Yes NIA Composite Edge Fiberglass Double Door Wth or without Srdelrtes (InswinglOutswing; XXor OXXO oonfigurail 13 In Therml Fiber 6.lassic and Smooth -Star ThNominal o al. & 39 & t a & of Glazed Id 1 131 022. n 6# 8 quq,lmp. ct qu l ed Molded 2 !2 N o Yes Yes N /A Open Composite Edgek1berglass Single Door (InswinglOutswrng; X-figuration) 14 n. Therm Fiber -Classic and Smooth -Star Nominal Si &quotlrnpact&quot Glazed Molded 12r312022 No Yes Yes WA cost Open Composite Edge Fiberglass Single Door wim p p g e Glazed Molded Open Sldelite(s).(InsdVilgJDutsvAng; XO OXar OXO configumtons) 15 0; Therma-Tru Ff �ar-Cbsslcand Smooth -Star Nominal.91 &quotfmpact&quet; Glazed Molded 12212022 No. Yes Yes N/A Open Composite Edge Fiberglass Double. Door with or without Glazed Molded Open Sidelines (InswngfOutawmg; XX or OXXO configurations) 16 p. Thermoo-Tru Fib -Classic and Smooth -Star Nominal Sall &quotlmpact&quot; Opaque 1213112OW No Yes Yes N/A Composite Edge Fiberglass Single Door with Molded Open Sidelital(mswiniHOutSwr XO OXor OXO configurations) 17 q`Therma-Tru Fiber -Classic and Smooth -Star Nominal .6&#398 &quotlmpact&quot; Opaque 121312022 No Yes Yes NIA Composite Edge Fiberglass Double Door win or Wth outGlazed Molded Open Sill (Inswln Irbiwrng XX or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1&2021 code Entity or Data aerie, Pat,Fndl Date TVDO Verslon. Manufacturer .Contact anamee 6Upon" validated By Validated ubml 6 FBC Approval Approved Status Ravi 2020 PGTInd.etrlea Jo.sit aosrsN Miarni-Dade Ii-CER Mremi-Dade BCCO-VAL 11/19f2020 1021 11124/2020 Approved Category: Exterior Doors (941) 481 - (786) 315-2590 Subcategory: Sliding Exterior Dacr Assembles jrosaysklgpgtlndustdea.e CornpiJance Method: Certification Meat or Listing om Quality Assurance Approved for Use. Approved for Use Impact colon Sar R Prtduct Model. Num6arnr Name Product Dsstrlotion COMracl Exniralion.Data in HVHZ Dull HVHZ Resistant Pia=sure 9 6G0.5570(Large Mleale impact) Vol Ending Glass Door 04/1*,2021 Yes Yes Yes NJA August 10, 2022 PRODUCT APPOV L SPECIFICATION' SHEET(2022) As required 'b Florida Statute 553.842 and Florida Administrative Cede 9E-72 lease provide the information and approval numbers � the building components listed below if � �" . p pn� they will be utilized on the construction project for which you are applying fbr a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Epp. [date 1. EXTERIOR DOORS ITherm IFI 1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) 2 461.1 +67.0l- 7.p psi 121 1/2022 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psi 12/31/2022 ThermlaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series' 420 FL15332.1 - FL15332.5 +40.0/-48:8 pest' 12/31/2024 PGT Series 5570 NOA 21-0205.03 +18.7/1 psf 4/1412026 Pella Corporation FL2 46 C. SECTIONALWayne-Dalton Series 8000/810018200 t#11`05 (8 ") FL8243.3 + 1..0/-35,.0 psi 12/31/2023 Wayne -Dalton Series 8 0/8100/8200 #1123 (18 7) FL8248.10 +38.81-33.5 psf 12/31/2023 Wayne -Dalton Series 80/8100/8200 #1124 (18 rr) FL8248A 1 +34.4/-38.3 psi 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG1 Inc 807 707 727747n t T 11 � and 847 Single Pairs of Doors FL1 1537.1 'ht N/A ( see inst s�' 12/31 /2025 2, WINDOWS A. SINGLE HUNG -. MI Windows and Doors Series 185 .. FL17499.2 - �0.01-80,0 psi 101812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Seri'es 10120 FL11206 +35,01-35.0 psf 6117/2027 Fella Corporation Pella 10 Series FL16 03 +60m01- 0.0 psf 6/2212023 E. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL1 351.1 + 5.01-55.0 psf 2/1612024 Pella Corporation Series 10120 FL11161 +30.01-30.0 psf 312712023 Pella Corporation p Series 10 Sliding Window 9 FL12811 N/A 5/2512031 C. FIXED MI Windows and Coors Series 185 FL15349.1 +50..01 r0 ps'f 41312023 PGT Series 5520 FL243.5 N/A 4/30/2025 Della Corporation Series 10120 FL6894 50,01-50.0.psi 7/1512024 Pella ora Corption 10 Series9 Flan a Fixed FL16 80 NIA 5/25i20 1 D. MULLION MI 'Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 F L261.1 N/A( 5/2612026 E. OTHER 3. PANEL WALL A. SIDING Building d. .lames Hardie r� em lank La Siding and ardiePlank La Siding p p � H p � FL13192. - FL1 92.2 1 1 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit - FL15272.1 FL15272.2 +75.01-75.0 psf 1213112023 Alpha Aluminum, Inc. solid and Vented Aluminum Soffit FL1844 R5 +54.21-54,2 psi'. 713012023 C. OTHER 4e ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/1612022 S. LiNDERL.AYMENTS Tamko (for Shingle Roof) 151b Felt Llnderl,ayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (far Tile Rol POLYSTICI4 TD MAX FL.5259 NIA 12/23/2023 C. ROOFING. FASTENERS NOTUSED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL18918.4 N/A 919/2026 Florida Meta Products, l Inc _ Vent RV 10 FL.21580s3 NIA 12/31/2024 Lamancop nc DA-4 Exahust Vent FL17202.1 97,51-9�`.5 f ps 1211012025 E. ROOFING 11LES Eoia I e Tile Villa 90 0 F L7849,27 - FL7849.28 NIA 12131/2025 Soral Tile Saxony 900 FL7849.18 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NSf DMC 150SSh DMC 175S1 DMC 200ST DMC 5V FL17 79.1 +01-180 12/3112025 5'a SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Parcels FL15 78N1 - FL15078.2 N/A 121 11202;2 All American Shutters • 8t Glass, Galvanized Steel Storm Panels FL17889.1 NIA 12/31/2022 5. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS O LISP Structural Conn. see chart Simpson Ti Si Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine i e Truss Plates F L1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197,5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLr, PSLr LSL FL6527.1 - FL8527.5 N/A 3131/2023 D, MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0830.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 Florida Department of Business& Professional Regulation Pager o13 Building Codes and Standards 125,2022 Product Approval Application Detail Code _ .. ntl or .. .. Data Data Da[e.Peno coo Jae Type Version Manufacturer Contact Enoineet&License Validated .By :Validated Spburl FBC lypproval. Approved Status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt P.E. Ryan J. King: P.E. 07123f20213 07M212020 07/2912020 1011312020 Approved Catagory:F(tetior Doors (800) 843-7628 PE-43409 (813) 767-BECS SubCategory: SMngim Exterior Door Assemblies sJasperson@thermatru.cc Cance plianMethod:'Evaluation Report from a on Florida Registered Arcnbectora Licensed Florida proressional Engfeer rLAN20470-Ill Products Duality Assurance Aoprovedfor Use Aporovadfor Use Impact Design SCg# Product Model. Number or Name Product Description Contract Expiration Data in HVHZ outside HVHZ Resistant Pressure 1 a.Therml Fiber -Classic and Smooth -Star Nominal 6&9&quof Impact&puler; Opaque l?31l2022 Yes Yes Yes NIA Composite Edge Fiberglass Sini Door d nswing10utswng;.Xcofigurahon) 2 b. Thermo -Tin Fber-Classic and Smooth -Star Nominal 8&#39:8 &quotlmpact&quof: Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with Sdelitil (IhswinglOus ins XO, :OX.or OXO configurations) 3 1 Therml Fiber -Classic and Smooth -Star Nominal 6&#%il &quct;lmpact&quol; Opaque 4ni12022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sldelftes (InswtinglOutsiuing; XX or OXXO configurations) 4 d. Therma•Tnl Fiber -Classic and Smooth -Star Nominal 81 0 q not act& uct'Opaque & 8,q cop qb2f3 120 22 Yes. Yes Y es - f. N A Cbmposito Edge Fiberglass Single Door 0oswenglOuternng- X:configurall 5 ¢. Therina-Tru Fo Classc-end Son-thSter Nominal 8&#3908quotlmpad&quota Opaque 12J312022 Yes. Yes Yes NfA Compasil Edge Fiberglass Single Door with 5idelke(s) (Inswing/OutRWng; XO, OX or OXO configurations) 6 f. Therml Fiber -Classic and Smooth -Star Nominal 8&#39 0 &quotlmpact&quot; Opaque 12J31/2022 Yes Yes Yes NTA _.Mpgslle Edge Fiberglass Double Door with or without Sidelites f roswing/Outawing; XX or 0>00 configurations) 7 g. Thermo -Tin 'her -Classic and Smooth -Star Nominal 6&#39;&8quotlmpaot&quof, Glazed 12f312022 Yes. Yes Yes NIA Composite Edge Fiberglass Single Door (Inswing/OulSwmg) X configuration) 8 in Themra-Tru Fiber -Classic and Smooth -Star .. Nominal 6&#39 8 & of lm act uotG Glued N qu p &q ,. I d 2131 2022 1- f Ye yes Y es Y es dt f A Compi,ii Edge Fiberglass Single poor with Sidelite(s} (In""ItfOutiewing XO, OX or OXO configurations) 9 iTherma-Tru Fiber-Ctassicand Smooth -Star Nominal 8&ii39;8 liquotimpactliquot Glazed I2J3112022 Yes Yes Yes Ni Composite Edge Fiberglass Double Door With or without Soiatites (InswinglOuts,41ng; XX or OXXO configuratlons) 10 J. Thermal Flber-Classic and Smooth -Star Nominal 8&#39;0&quotlmpact&quote Glazed 12)3112022 Yes Yea Yes NIA Composite Edge Fiberglass Single Door lInswingyOutill X configuraton) 11 k. Than'l Fiber -Classic and Smooth-5tar Nominal 81&quotlmpact&tl Glazed 13J3112022 Yes: Yes Yes NfA Composite Edge Fiberglass Single poor with 5idellea(s} (InswinglOutsiMnO: XO, OX or OXO configurations) - 12 I. Thermal Fiber -Classic and Smooth -star Nominal 8&#39;0&quotlmpact&quota Glued 12J3112022 Yes Yes Yss NIA Composite Edge Fiberglass Double Door with or without Sidelites.(Inswingl0utsv✓ing; XX or OXXO con fig uratmns) 13 M. TherrnaTru Fib -Class r, and Smooth -Star Npminal 6&ll &uotlm act&not Opaque 121312022 Yes Yes Yes NIA Composite Edge Fiberglass SingleOaor w;1th 8quot;Non-Impact&quot; Sidellte(s) (Inswing/Otdswing; XO, OX or OXO configurations) 14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&1i39;8 &quot;lmpad&quota Opaque 12131/2022 Yes Yes Yes NIA Compostte'Edge Fiberglass Double Door with Innigact&quot: Socialites (Inswingl0utswing; _&quot;N OXXO configuration) 15 o. Therml Fiber -Classic and Smooth,Star Nominal 8&"a.0&quotlmpact&quot Opaque 1213112022 Yes Yes Yes N!A Composite Edge Fiberglass Single Door with &quot;Non-Impact8quot Side ite(s) 0 nswingfOutawrng; XO OX or OXO config urations) 16 p'. Therma-Tm. Flear-Classic andSmooth-StarNominal 8&#39,9 &quotlmpact&quot Opaque 171312022 Yes Yes Yes N/A Composite'. Edge Fiberglass Double Door with 8quot;Non-Impad&quot; 5dehtes.(Inswligj1OutaWrl OXXO configuration) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#3sS&quof Non-ImpaclSquok Opaque. 1712112022 Yes- Yes No NIA Composite Edge Fiberglass single Door p nswinglOutswill X comguratron) 18 r. Thermal Fiber -Classic and Smooth -Star Nominal 6&939,8 &quot Non Impact&quof Opaque.. 1213IM22 Yes. Yes No NIA Composite Edge Fiberglass Single Door with Sdelti (Inswing/Outaw4rig XO, OX or OXO ocnfgurations) 19 &Therm- Fiber -Classic and. Smooth -Star Nominal ball Iii,quetNonlmpactil Opaque /2/3112022 Yes Yes No NIA Composlle Edge Fiberglass Double, Door with or lvlthout Sldelbes (linsiolingfoutivi XX.or OXYD cpnflg,rations) 20 t Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8&939;0&quot:Non-Impact&quof Opaque I2/31/2022 Yes. Yes No N(A Composite Edge Fiberglass Single Door (Inswing/Outswfng; X configuration) 21 u. Therml Fher-Classic and Smooth -Star Nominal 8&#39;Q &quot Non-lolpapt&quct Opaque 12/31/2022 Yes Yee No Ni 'Composite Edge Fiberglass SmIts gDoor vvith Sidelite(s) (Insuring/Outswong XO OX or OXO confcustlons) 22 v. Therm.-Tru Ftber-Classicand Smooth -Star Nominal 8&#39;0&quotNo imps t8quof; Opaque 1213I2022 Yes Yes No WA Composite Edge Fiberglass Double Door wAth or vAhlrout Srdelrtes (IhswingfOutswinp; )OCor OXXO config urations) 23 w. Themme-Ti Fiber -Classic and Smooth -Star Nominal a&#$9;13 &quof Non Impact&quof; Glazed 12131/2022 Yss- Yes No NIA Composite Edgs Fiberglass Single Door (ine ingl0utswilg; Xconfiguration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 0&#39B &quotNorrlmpad&quof Glazed 1213il21122 Yes Yes No NIA Composite EdgeFiberglass Single Door with Siderite(s).(Inswtng/Cuts 91 X0, OX or OXO: cchfigurallons) 25 y. Therms-Tru Fiber-Ciasslc and Smooth -Star Nominal 6&#38;8&quofNon-Impaot&quof Glazed 12f312022 Yes Yes No NIA Composite Edge Fiberglass Double Door with ar without Skelltes (InswingfOutavill XX or OXXO configundi ons) 26 z-Thermo Tru Flber-Clinalc and Sminoth-Star Nominal 8&d39;0.&quof Ncn.Impact!;xi Glazed 121312022: Yes:. Yes No NfA. Composite Edge: Fiberglass Single Door OnswunglOutswil Xmnhgu ail 27 za.Therol Fiber -Classic and Smooth -Star Nominal 8&#39.0&quct Non Impact&quok Glazed 1213112022 Yes Yes No N1A Composite Edge Fiberglass Seigle Door with Spe,lite(s).(lnsvingJOutawnng X©;, OX or OXO configurations) 2Z zh. Pwrma-Tru Fiber -Classic and Smooth -Star 'Nominal 8&#30;0 &quctNon-ImpaclSquot;:Glazed 9213'V2022 Yes Yes No NIA Composite Edge Fiberglass Double Door Wth or p id g g .without Sidelites (Inswing/0utswing;XX or OXXO confguratons) Florida Department of Business & Professional Regulation Pages oft Building Codes and Standards srpzr Product Approval Application Detail Code .. - - t. amity or - . V to Dare Pending " �. -.. T oe Version Manufacture Contact Enolnear& License VaOdamd ev yalfdat ad Submitted F8C Aoorbval Aoorov.d Status Revision 20ZO MI YJndcwa and Doors &eon Sitlinger Lulls Robed. Lomas Sl Cwan M. Urich. PE 10/062020 10/062020 10119)2020 1215f2020 Approved Caleggry: Examor Doors (T17) 3B5-3300 PE-Sl - (717) 31Y-8454' Subcategory: String Exterior Dow Assemblies tnitnnge[�mhva.com Compllance Method: Evaluation Report from a Florida Registered Architect are Licansed Florida Professional Engineer Ft u4 ary�12�R6 Prima yis6 ':." `. , Quailw Assurance Approvedfor U5a Approved for Use larpal Design Soak Product Model, Number or Name Product Dsscricnon Contract Expiration Data In HVHZ Cutslde NYH2 Resistant Prey 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 12731R024 No Yes No N/A 1453/4&quotx80&quot; NON -REINFORCED 2 SERIES 420.ALUMINUM SGG SERIES 42CALUMINUMSGD OX. XO,XX 121312024 No Yes No N/A 988quot;M80&quof NON-REINFORCED- 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 42C ALUMINUMSGD REINFORCED OKO 121312024 No Yes No WA 145314&quotx9611quo: 4 SERIES420ALUMINUMSGD REINFORCED SERIES 42CALUMINUMS13D REINFORCED OX IMM024 No: Yes No tUA XO, XX 96&quotx96&pool; 5 SERIES 420ALLIMINUM SGO RFJNFORCEO. SERIES40 ALUMINUMSGD REWFORCEDXXX 12024 z 12/3 N a Y .e N o N1 A 143&quo1;x09&quok Coda Ty" : on Manufacturer RR -Ism 2020 Wayne -Dalton; a di elon or Overhead Door Corporation Category. EAual Doors SubCategory S dional Exterior D-Assemblies Compliance insured! Evaluation Report from s Florida RegistersdArenitectora Licensed Florida Professional Engineer -FL01il 1t2a. Product$ Silo 6 Product Model. Number or Name 3 8000'/810018200#1105 10 8000/8100/8200#1123 11 80001610018200 #1124 Florida Department of Business & Professional Regulation Page 1 92 Buildi rig Codes and Stands rds 1021 Product Approval Application Detail EntityEntityor Data us Data P.rul ale .Q_ ContaG Ennt&Licevalidated By Validated Submitted FBd ApproADpYOVed filium Dwayne Kp-nlsh John Ill. Jeffrey P. Arneson. P.E. 10r122020 09292020 102312020 12/15/2020 Appr-d 1763-8121 PE-51737 (904) 821-5200 dkomi.hQ-yne-daltpo om Quality Assurance Algal for Use Apmoved for Use final Desi❑n Product Description Conarnect Exolr -ion Dale 13 rI I HVHZ. Outside HVNL Reel ant P_resSUn; 9&939; Max width 14&*30Mo. height. Glazing 1213 No Yes Yes +31.0OL35.00 available in top or inteirm ate section. ei ht. Glazing 16&g39; Max wool 14&#39 Maxhg 9 121312023 No Yes Yee +30,WL33:50 available in top or intemisdlate section. 169k39: Maxwldth. 149#39 Max height. Glazing 121312023. No. Yes Yes +34.40L38.30 ave1able In top or intermedlate section. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Feg.1 V I 115/2021 < - rode entityor Data Date Data Pending Ewe Tvoe Version Manufacturer Ceuta t Emmreer&License Validated. av Validated 5u1tmltt'ed FBC Approval Approvedstatus Ri laian 2020 Curies DlViaron of AADG. Inc. Tom Rattay UL LLC Troy Bishop.: PE; 12f1012020 1JO112020 1221I2020 Approed Calogory: Exterior Doors 1641) 424-2813 'r.954) S47-0880 Subcategory: Exterior Door Components 1wMre1tsy@asseeplop_co Compliance Method: Certification Mark or Listing m -Ft.#11537.R8 Prbdpcta Cwal AAssurance Aoorovedfor Use Approved for Use Impact Design San A Product Modal. Numher "r Nama Product Descrinepn Contract ii liy an Date In dAl Outside HVHZ Resistant P 1 60T, 707, 72?, T47, 76T. 717; and 8475ingle and Pairs of Flush. Glued. and Louvered single and palls of 12i3112025 Yes Yes Yes - WA Doors hollow metal doors. Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Panel w 2 f 15rD21 Code EiWN or Date Data Data Pandlna Data Ty"Ton Manufacturer callErmrneer&License Validated Pv aly hated Submitted FSC Aoora l Approved Status Revfsioo 2020 MI Windoes and Doors BrentSfliinger American Architectural Steven M. Urioh, PE 11117/2020 1111712029 1127/2020 Approved Category:. Windows f71.7}365-330a Manulbddrers Assocletlon f71?)317-B454: Sul,Category: Single Hung hsitlioger@mlad.com Compilance Method: CortlNudon Mark a Listing Qualility Assurance Approved far Use Anordyed for rise Irl Osn S� Product Model. Number or Name Product Description Cernrad Explratlon oalx In HVHZ Outside HVHZ Fill Pressure 2 185 SH 52x72 Fin/Flanga France IG/SG Single Hung I070812023 No: Yes No <601,-60 Lardneted Glass Cll Cll C `v W O O O Q O - W CU O O Co LL O > .N 0 EO i O O "0 Co .� ��-;^^- VJ Q Z Z W J • l >r EJ CD 1 62 f® C C C� U CL ® 7 i:b C'J W C Q. Ka CN 94 Y rz L a) 3 � i C7 iL CU cc 1n c C � O (2 C) w N z rr� v cla _ > 0 L i� O �J L) 0 L n , W U o0 H O s, LLI Q W z J Z Q J SHEET NO. PA 1.0. -6--i -_ (1) Q) C_ FF�__ U) - (3) -ill Florida Department of Business& Professional Regulation P.lip 8 of 9 Florida Department of Business & Profess -tonal Regulation page I al Florida Department of Busing" & Professional Regulation page I of I Florida Department of Business & Professional Regulation Page I at 2 -0 > = 0 BuilotingCondes and Standards 1,25M22 Building Codes and Standards lav,C21 Building Codes and Standards I FWRI Building Codes and Standards; I rd�a2i (:) _', :3 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (3) L_ L­ 9__ (3) 0- 0 a) _0 L_ 0 - ��, I­ ''I ­� � - I . I I 1 I 6:0he Twe Version Memutgotau Istritity'o Contact Engineer & Lnumse Validated 5 11 -1 Date Date Datepording Validated submit"N'l FRO, Approval Date Approved Star. Cod. author on 11--t. oil- ciatis pendina Issue 'Code Inalty Or Date Data Dane pending osi I CoAs Entity or Vale Date Peas Pending 11 Date = CU ­0 . - 0- - W 7VOO Version Manufacture Contact Enalinsir & License valldi sly Validated Submitted FISC AghseVal Approved slow- I T­ V.racm el-f-tuhm, C.oI Enhund-& u ...... Validated as, Valldi Stuturfliftod FSC Aguhhusal Arnprovad Status Tv's. V..I- MaPuffeet- Damsel: Ernflo-& License Validated By Validwad Sodurdifted FSC Annoupsal Authors" status O-) -4- (D R-Won 2020 Thesn-Tir, Corporation Stove J.ep.sorr Ly,d.n F. Sqh mict. P. E Ryan J. King. P.E. 10107�2021 09�IE[l 10112J2021 I I 12,-I�?2j]21 Approved Revision 2020 MI Windiciers hird Doors BraritSidlinger Ahner- Archled-[ Steven M. Lunch, PF 1 V2712021 1 1=020 IIQ&=20 opip,oved 0 - W -L-- Category: EXterior Do ne (800) 841-7628 PE-43409 (81 S) 767-6655 Affirmation 2i PGT Industries Jens R.-Al Mi.hril Eycco - CsR Mlaroll MOOD -VAL 11,051ZO20 1 ilv5m2o 1 iti 112020 , ApicIvIod R.m.od 2020 Mi YVrdo#* and Doors Category: Brentsillift,ger Arn0canArchirecturad ti ­.n H. Urch, PE 7) lal visinnuiSptu-S Asshowton r717) 31 T-5454 1 OA0812020 iolaaoo2a I QA 9M20 Approved Category; Windom (717� 3E5-3300, M ... foaturare A.-istiou f 11) 317-8454 7 = SubCatogl swinging &tarror Door Aasembli- sj..Pser_4treh=1ru.c. Celogw vvind-,y-, (W) 486-01 00 (m)3i5-,2590 Windows SUbCgd.glcqy horzonnuSlidisr 171 bertlid".hud- subcategory: 'Ish,al losithrigerChni,vd- (D -0 0 Confrollannoe Method , . 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I I I - I � I I I " ; I I I I 11 11 � �,��r� " , 11 I I I , I , l, , : I � - , I - I I I , " , -1 � - I � � '' , � I � I I 1, I I " � � I I I I I , , I -, �,­, ,,, Cuality Aissursincis I "I � � ,­,, - ,_ Annual for Us. A-vadficalls. I , laIgsill � " , Design , Quality Assurance Appioverilroi Approved far use Impact D.Aill Sea A Product Number hill Qualift, ASSallans. 'r.d.01, Coghill Cgruthract Espiraflon, Daii Aishimsocra Lee In Hl Anifiro,uld,fou Us, Outside Hl lb;uw Easton assistant PosSur, EL = = -2 3: Quality Assu ra n ce AppravedfDrUsuc Appm-tiforijae lmpaot Design saga Product Model, Number or Name product Description contract Expiration Care In HVIRZ Outside HVH Resistant plass.. S.-A product Nodsi. Number DrNames ti�mdurt 0 ... d esths, C.nt..t expiration par I. HvAZ Cusid. HVNZ FuGgistant posssura ll or 0 Li- S.q # , Prod Lot Me del, Num bar or Nam a Product Description Contract EMpiratichn Bale in HV14Z Outside HVHZ R istant Pressure 2 rHS5oa (Large Mi Impact) . VirrylSingle Hung Wind- 0713WO25� Yes Y_ Yes PDA i HS i6a 51, and 11-go 'namor n.62 I re.1i <crsS, 02figl=4 No yes No .S51-65 1 185 PW 73 s 72 Insulated SISSe coa/�lO23 No Yes No -60ASO = - - - M - M I a� Therme-Tru Fib -Classic aid Smooth -Star I Nominal M0e;SaqucscNod-Impad&quoO Opaque 123V2()22 Single No Yes No NJA 0 ICU ,I.- 0 > Composite Edge Fiberglass Door (Ir,gWhg10utSuving� X configuration) U) 2 b. Therma-Tru Fiber-Claii andSmoodr-Star Nominal 68.4598 aquot Non-Impacti1quot; Opaque 12)3112022 No Yes No NfA a) L_ L_ Connictisite Edge Fiberglass Single Door ugith U) -ii CD Si dehi (I n.wngi ftg,' X0, Ox or OXO - -.fj g.ndioma) CU 6 - _ - 3 c Therfina-7ru Filbar-Clistic end Sfirgy0th-Still Nominal 6&f939;8 &q.dtN.Li-Imp.bt&qL0t: Opaque 1213V2022 FiIpggr.ss,Corrtposste Edge Double Dourvvitti or N. yea No NJA �_ E- U) < Wth.ut Sid.itses ll,awnglautsWing: �,X.r WO -0 . configurations) 4 d. Themnsi Firb-Classic ardSmooth-Star N.m,n.1 7&#39�0 8g.,k.N.r­Imp.ptaqU.t; Opaque IDSI[2322 No Yes No NAA C.mp.sl. Edge Pfloerglass Single Do., , �in�WngiOut"ving�Xcon�igurgtfon) 5 a Therma-Tru Fiber -Classic and Smooth -Star Nominal 78Jf3a­,0 &,quot.Non-impaclsoluot; Opaque 12��L]Q(322 No Yee No NIA Courroo5fic, Edge Fiberglass Single Dow with Sidelitzi (Irnn,ingli)ul XO� CX or OXO 6 f, Thema-Tru Rher-Claselo and Smooth -Star config uratjcds� NoMi�81,8&#�32;D&141�o�Nan-ImpacMquot: Opaque 12i3l/2022 No Yes No NA Florida Dapartniont of Business & Professional Regulation F., I &I Floriclai Department of Business & Professional Regulation P.s. i a r Florida Department of Business ' & Professional Regulation P'.1 .fi t qomposhe 70ge Fiberglass Sinoe, Door Building Codes and Standards iisi2w! Building Codes and Standards 1 V2021 Bu 1 1 di ng Go des and Stands poll 11512c2i (Insomfg/butswing: X configuration) I 1 7 ch Thclrma�Tfgt FlIcer-Cts,ssic, and Smooth -Star Nominal U#3g;QAqurbtN.n­InpaSQ*qwot; Qpagwe 12ja1=22 No yes No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail C JOrriposto Edge Fibcfrs�lsaha Single Door nAh Sicblfle(ja� (n.Wug/OutsAng: XO; OX or OXO rr .. . _11111�allgl g) 8 h. Thamne-T. Fib-Zloasek-d 9-th-Star Nominal .39;o8q..t,N.r-1mp@Pt&qLct Opaque 12,`M12022 No Yes No NA 11 �� - Composite, Edge Fiberillmas, Double Onorwth or Cod. Entity or Data Data Data Pendirs, ]-to Cod, Ent1h, not- achiq thsto pasta, Di Cod. Suits Data Data Data Pending clato 4 wtnoud Si6ehitas (IhSwl1Mgj0utwiiM0,1)(X or OXXQ 7W. � M-Mfig5t-, earned Enduse, & Licarra Valld.ed D, Validated Submitted Fa,C Appmrse Ashanti Aigailk TIOS, version , Mishwhoeturs, cod.oi Erghroeir& Lkhmse V.Iidsd.d Be Velidated submitted FlICAth-val Approve 4niat". In'te, liforigh- Madtirph't-ir Contact E"'Iftwer & 1.1".0 Validated SV Validated Submitted FISC Approval An*r.wd Status 9 I- Therml Fter-.Chassoand Smicothl cpwfiquratiwa� Nominal 6&lt39�8:4?,quot�Non-lmj),sct8;qu6t,Gl�e�I 121sl= No Yes No N�A Affirmallon 2020 PET l,d.St,l.a Jane Roe.wSlIf Mi..i Dgidi,, 13CCD - OFF Misn't-osde BCCO �'YAL 11'sism2o 1 I 005)2020 1 iti V2020 W,o,ed Rcvsi., 2020 MI W,rd_s hnd Daves 2'.ht efling., L.Is R Lci PE St-fi M. LI(joh PE 10,fr&2020 1 0,h G,g(O20 19JIW9020 101512020 Approved Affirmation 2010 PGTIridustrips J.hs Ross-ki Ignorti-DRds, 8CCCi Miard-Dade ECCO - VAL 1 Pohv2020 1 1,05/2020 1111i/2020 Approved Composite Edge Fiberplass,SingleDoor callagonywYmod- (941)06�0100 (7Sfi) 3f5-2590 ralaijory! wonrce". �717) 365,3300 RE-1325i 4 (717) 317-8454 1 refiagi Wind.,us, (94i) 480-WO �786)31a-2990 lngvmngf0ut5wirrg-1 )�cbrffiguregihbmj ftiscati Phial hp*o,,skIQP9tindUhnna%p suhCeatior. Morlion, lbsitlingtrafinh.d.com, sulticatencry: multion, ji-cowsk0l,girAusu".. 10 j. Themna-Thi Ftb­(�4asslc and Smooth-Sta, Nominal 6&#39A,i�Uot,Non-imp;�ct&quot,r,Gla�d 1213112022 NO Yes No WA CornplIa-SAI.i Conifi.1i Mark w Liellng O,, Compliance Method: Evalgrajon R.port rpm a Compliance Mathi Certitheston Mark or Using .m Composite Edge ProerglaesSingleDoOr k,Ath I � � I 11 I I I I I . ­�, I - I - - �, � �,� � 1- I I llr_", ,I, "I" I , " ,� � � " . ­ _ , , , ", , , " , , , ��_ �,�', --,", 0_, , _ ,� _ � - , , '. , 1, � , , , " __ __ , """ �� , _', 1 , _,'_�,_ � 11" " Florida Ragistonsd Architect orsr Licensed Florida I � , , ��',­,' - ��,"',_ -, , � �:, ,, � ", , ,,",'�,­ , 1" ", , I � , I , ­ � " � ,� �, I -1 ,­,", , , ;, 1, -1 � 11 "', ,, � � _e - I �­ , , , � "', ,,, , ­ , .- , - I , � I '. � , I - , � � " � -_11 , , I 1� � I _�, -, �,,, - , - " - '' , , " 1: �� , v , I I '' ", , "', , , "' , Sid.ifte ,(.) (I osvvingtOut-Ang, X01 OX or OXG -,PLO�;6..dul � �: 2 , , , , I 11 I " � I �, I I 11 , , I I I I � - - , , - � I I I � ',_,"",,�, , , � ,� I 11'_, , " I 11 I I � ", � , � __ ", , � "',, " r"""I"." � I - , - ", , - , , , , - ,�,� �� ­ I _ �', , , , � � , , I 11 " - I � � I - I 1_1 ":,�,�", , ", " , , - , , , , , , , " - ` I 11 � , �, I , �, , I , 1, "',1,11"'r -, , , � ,_ � 11 "".1 - I � " " , �,__`,r` � ,__ 'I', - , , � , , , , - - - , Pir,,Negional Er,gincer ,, , ,,, � , , ­',", I ,,,�� I - I "I I - I _�e ,11, ­ � :._�11� "I �­ ��, ""', � , I :1 � - , , I , - � , _: -�,�, "­', " , " " , � '�� , ", I 1� ,,_� 1, , �� � ; , : I I I - �,,� , ", , ', � , �, �,r �� �1, � , _", -', �, � ."','7 - �, � , ,,, � - ", � , " "I , , , ` �_, 1, , ,� - I I ,, _1 , �"_ , , , , � , � �, , I - � , _111". : - - ,,,, , � � �, " -_ � - I , ,:, , , " I 11 1, Therma-7ru friber-Classh, and Smooddl configurations) Nominal 6&#39;88quotNon­­lmpac1&9upC Glazed 1251�2022 No Yes No NA I I I I 1, I I 1, , I I 11 ssisk , I1,,,,1.Ng!Sr,2, Ul I I I � , �_ , � - � Outside A,e,-,, product Its-notho. Cont-1: E�iarglohh Car, - , __�, 11""'.11,1 _ , I " - - __i_ "I" A-,,s,df,, Us, Ams,4vadf,111- 1. Iq outside HV � , 11 I " ', " ),,act Resistant, ­ "''. , ­ Dissig. pressure _4,1�­­ 11, I I , - , �� , ,- M'�Ig � ,�,,, , " , � "' - � , " I � ,:,,r � �, ` -,""", I , � S, ". "I - i "I ", `_1 "', ­�, _ 1-1 11 � "I '_ I I I -, " I �11 "I , I 11 . I I , I r", - ,__, """ ,I ,,, ,,­�­ -, "I I � I I 11 " I - -, , " - "" � I I I 1, I— - 1, 11 I 11 �F�, , ", , - - �,,' � , � ,,,,, , - " � , , ,,-, -,-�, :, , " � , �-� ,: �,, ,�- �� ­ " , ,1, , � , , , � _ " �,,, I , � - , � ,_ , ,_' ',�� � , "I , : :"", ,,, - I " 1 � , �_, � " , , � ,,,',_1: :�, "­ , � �� " ,� �� ", � :,:" , , "', " I , , I � ", , � - 'r �., �� � "I e 7 I , I I I - I " �, ", ",,-"_',� ... . .. �`,z, - �,� , " , :­­ 4 �, � I-,,- , I , , - , ,, 11, , " -, �,, T,; 1 ,,,,, -1 �� � , - , , �:, "I I , �, __, " 1 � ", , ,�, , '', : ,� "", ­ : , , � ,,, , : "", � � . I � % r7 � 1� ,�� "I , , , , `­,"'L ,,,�` , �_,:, , , , , , - ,,,, �,`, � ," _ 'I, I'� � , 1 � , - _ �, � - � - , , sea A Product Modal. Number brName ,ans-iffor Us. gS,rs,. A Ao-vadforUgs Contract Explf.11chr, D.12 product Detherpirl- In HVHZ 0.1sido HvH Innuate Demorn Resistant pre..'s, Z compos"to, Edge Fiberglass Doul Qbor,�Ath or ,vithout Sidefites. tInsvvirg1OUjsy,irg'XKrPr OXXO ,fta 5 ... F"Su . ntp.cil V,q Fii Wi,,doe, 04%2025 Yes yes Yes NA ChrotiWAsisgrans. A.-va,if-u- Allial for U­ k2w cast . go 1 Mulli .a for A] I No,, art d W! in d.,1. Aluminum Mullions QW26Q020 Y�a yes� Yos NJA configure stl ) Issue pineruiat fil Nuffic., or "am C.hinect Esoinatign Date i�� in HvHz o.thshis. HVHZ yes Roell Isnissum 12 L Themna-Tru Fbar-Classio and Smoom-aar Nominal =W0 Aquipt,.Non-1 mpact8.quot'Clazed 1261 r2022 No Yes No NA, 2 &?S`4 Ii 121311n,924 Ke. yes Ni - I C.mpo.it. Edge FjloSgkSqD,9irl�Ie Door iIrSSvyngfOUtsvvhg� Xcionfigul is .. Th.-Tru Fib-Cl ... i. and 9-th-a., Nonni-] 7"tW;D &qu.t;N.n-]mp.,i&qucA. Gl-.d 12131�20122 No Yes No WA Composite Edge Pilbergh8ses Single Door wAl Sidelite,a) OnsWinglOutso4nir XO, OX or OXO =ns) , 14 h, Therma-Tru Fibear-Classic, and Solooth-Shar ZO;0 &qUOtINoM-lmrc,&&qU0tGIazad 12431J20;I2 No yes NO Nok Z Composite Edge Intoserghess Single boor ' (Inawngfoutsksafrigil x configumbon) 15 o. Thama-Tru Filber-Ciasvp and Smootfi-Ster Nominal 3&#31)�0,&,�uot,,N�n-lrhpa�t&qubt: Glazed 1261i2022 No Yes No NA Composite Edge Fiberglass Single Door vvith Sid.lite(s) 0fr5wng1OU1svvmg7 XQ, OX or OXO Florida [)apartment of Business & Professional Regulation Pigs, I al Florida Department of Business & Professional Regulation peas 2 of 2 Florida Department of Business & Professional Regulation ps�.l a2 15 P. Thermig.7rul Fiber-Chasslicand'Shrooth-Star configuration.), I Nominal 3&#39;0 4cjuct;Non.ImFact&quob Glashed 12,s1t2022 No Yes No NfA I Building Codes and standards fflV2021 Building Codes arldstairdi 1002021 Building Codes and Standards 10`2021 Composite Edge Fiberglass Double Dcorvcth or Without sidelles fInsvvm,q1Outs,wing: XX or OXXO Product Approval Applicatind n Detai I Product A prove] Application Detail I P Product Approval Application Detail w configurations) 17 q. Thermai FiberChaszlic and Smooth -Star- Norminal 64#39:5 4quat�Nari-[mpmpI,&ql Ophsicue 1213V2022 No yoc, No WA - - I � Composite Edge Fiberglass Single Door with Transom (I rewn!VOLRM,ving� OIX configuration) 11 I � 1 18 ­� This,rm.-Tru Fber-Clagigid and Snhp.th�Star Nominal $8#a9;8 &qu.tN.,-Imp.ct&cuot: Opaque 1261i2022 No Y_ No NfA Cod. Ilmll We 0.1. Dino still Ithlbe Cod. Frulty or Des Ded. Ol Pending Date Cod. Four, 0 Dale Data plate Ps.dihn pass CiPropic.iteEdg. bens-$ Si ngle Door With Pi '(tn' 7-a V.rsi. Man facturs, Concert Ettinger A U ... so Validated Ely Validated submitted FIC Approval Anchme, , a I h4us TV's, version lfl­f.�Ww contact Eng- III, L c.n.. Validated as Validated Submittod FBC Anentroyal A,D,V.d status 70. versilhol) Manufacture Contact small & Lficenge Validated W Validated Submitted FSC Apum"I Approved status h Sideliia(.) .ad T11111 S,vii gtiCubeveinq, OJXO, C111). 11 .M. configurations) Reovisic. s1020 James, HardloaLlIdIng Products Inc, Chad Clorcks; V. Andew Ten John Southard, P. E, 01/05=1 12tW2020 0166i ang, PnC Arpin Romeo. 2020 Alaide WIPkThomp-in Lyndco F. Gohn,ldi Pl� Rgon J, KiPgt P,� DD.h��021 02315=21 (12=021 D41IW2021 Approved R.visk,n 2020 GAF mbh�tsl streh Robert Miami- John W. Krs-loh, PE 092 002g W211202C ,6 IWO2(2020 12/1512020 Apprwod 19 s'Th.mra-7ru Fb-r-CJS--ic-ncI Shr-oth-Stsu, Nominal 6&#W.'B&,qu-t�N.n-I.Pac48,-quot;�Opaque 121SV2022 No Yes No NJA Cat.ghl Pangl Wals (909) 541-8359 PE-81862 M52�30-s!520 (f,sual PanelWalls P330) 922�2389 P�43409 (213) 7E7�6555 q.teg.w: Isoothris (W)766-3,11 P&59166 (954) 772-Z224 C-pashat, Edge Piterglago single Door with SubCaragoy: Siding Ond,drehrok,@jamosithard subcategory; SaffiW Ithompetin&[Wou.. SubCatesgurf: AsphaltShfiroles mstushftarcan Mj Sjdalite��) (In-AnglOwberning XO, OX or CX0 Compliance Method: E,,sluation Report from a ,It, Comiallandoliffithi Pheusion Report froh, , Compiled" fieshumd: Evelcarm Report from a Continuous Head and Sill configurations) Florida Registered Architect ore Licensed Florida Florida R.9fi,fierecArchlbectc, a Licensed PI.Ads Florida RiggionscoAchfigot or a Licensed Floods 20 t. Thermsi-Trif Fber-Classic and Smooth-Ster Nominalst1,03SO &qLkpt:Nod-IMpacj8qU6t: Opaque 125V2022 No Yes No NIA Professional Engineer I Profess! ... I Engineer Professional Engineer Composite Edge Rbignaigness Sihgle D.-ith � I '. _, � �- . ­�_ I �":�' ','_,� , - - 11 , � , -1, � � -, 1, , � , I - " , : " � , , _�,�� , , 11 1­11 - 11 �� I- I I I ... 1, I I , , , " , !, � _� �', ': ,. : I I - � - e �`,-.'," , �,,­,,`,__11_,� - � . ­ I I , ,�, '­ , 11 1 ­11,11 ,� - � � "�, ,�, ,�: e � " � ., I � �_ , �­,­ j, ""', " , , " " "' � " � - , _'� � � .. . . . . .. i ',�', , . , ", , : , "I I I ­ 11­1­�� ­111 , j i , " � - � ,� - - ", I - ­_,, �' ,,,, �� -,,,--- ", " � "_ `�,,�:�, - ,,� �,,,, ,,­�-,��, ,-�,,,���.'�,,�,���,,��,��,,,,,,��,,�,�,� is � ,' ��,'-,� � - , '' il� - �,� - " ",ej,", zr�-,�, , _� -', -,-,,�,,� ,, ?, ---,,- ,,,,,, - ---� - ,_­ -­,,� , "�," , "�r ,',,,',,,��­, " , " -,,',�,��-,,� ,­�-,, 11�, , , � �, " - � "". - -'r�',"'Or ,_ ��t,,,,� , ,, I , I e,", ,,,,,,, ," -,,,,,,--" "Y", ,'-�,,� � _,,, ...... , , , 1� -, , - - ­ - - a,",","'r,� - , "'. �,,` ,� - , 1� , , , , � � , , _ �� , ", - I", " , , _,�, , ,,`,� , , ­ -11 ,!: ,I �� � I - , , � "' " �r,� �`­,_, � t - , - e � - "'� � - -_ , , ---, 11 ': -7 " �, , , , I I � I - , �e :t4��ji�� "', I I I , e I I � - - 11 �� - - '", I , I I I � , � , � I -­ " ", , " ­ �, �:,�, 11 , I , � , 1, , , , , I - � . , , � � , I I I I � , I � I I I I - 11 I Sidelte(s) (IrrawnglOuts,siing: XD. OX or OXO Continuous Head and Sill configurations) ::- , ,� r 1 , , A ,� ': �, - � , -, I , ,� �,:, , , , , - '�' _1� 1'1� - , , - I , I - - - ­1 I � � , I ,,, . - I " I ... ,,,, " "', _ , �, � �:­��,, ,?, ,,� " Z , I � " '­11, , ........ � " ," , �,� I " :,_ I , � - ,,, QualltifAssunadoo � , ,,s,,-_-,�rr_,',­'­ , � - ,,, " -_ _ , ��" , _�"' - t , Approvadfol-Us. April ,_� I for uss �,, ­","�, ... - � � 11-11, - Impatict ,,,,�, -, , ,,, "', , - _ ,-,, I'll - Ol --4���,'�,�11--"'��-11-�,���-11 n_ � ', , le-, ,,, - , , " " � - � �� �, �, :,�'_ , ­11� �,_,,� - - ,,,�,, � , , �, , � � , ,,,, " " " I I J _ " _ _, , _ __ , , I I ,_, Quelity A-- _ _,_­,,_,_!"",, - � , � '1� _1 el`l � ­1� ..... , � �, " - , Ad .... ed for Lee A,,O,Sd fcr Use ;, �,,,� : �", , , _� ,- : , I Impact ,� ,",,�,!�',`;,,�'� " , 1; � , - �­ "I kdm 1, 1, I I I 11 I - , I I I I I QUAlIty Assuranihs �, , I Approved for Use APPrioved for Use I jag= Demon 1 21 u. Thnumno-Tru FitherClassic and Smocth.$tar NOrninat 1 6&939;8 &qUb1qNOf,-I micand8ouldot; Glazed ID31= No Yes No NJA S" 9 Product Moral, Number or, Namo Product ossectiritho, Contract Expiration Data In HVKZ outside HvHZ Resistant Pressure San A P,cdu.t model, "..barcs, Name Product O.wipth.." Contract Esa'al- . In HVHz outside HVHZ Resistant Pressua -Sao A Flfbdvct Modal. Numbs, or Name Isimduct It-dril C.N,O.t Expiration Data in HVHZ Outisid, HVH R.gisto"t IsociewN CompostsEdge Ffharglass Single Door with Sideme(s) (InswrighChUtSWIrg' XO_QX of 0XO I ComplarkLop siding lber-,,mart lap going IM1402a yes yes WA NIA I , ii, ih.qu.:;2TI8�quct a.flit - Vent Orsdrd VirrylSoil; 1215IQ02,1 N. Yes No I /A 1 GAF Asphalt RoaShinghm Fiberglass hanfaced 3-heb, leminated. 5-tab and 1211SM22 N. Ya s NfA hil . Continuous Head and Sill configurations) � 2 H-heichuilk Lisp slicing liber-ce-di, lisp eking jW11120g3 Yes Yes MA NA 2 b: &a-LAIsta. `r4kiloc SaIrt V-1 on Soid vinyl,filopit 1V31Q023 N. yes I, �Ijpl hipftidge ,,ph,it thliql­ 22 v, Thohna-7ru Filber-Classo and Smooth,Star Nominal 8;li,#39:0 &qu.tNcn-lmp.ptSq..t; Glazed I Mll No Yes No N/A 3 o, "Irol:9reenbror�Vintage Brasded&.#24t: Sort Vant or Wid'Viry! Soffit 12131,2023 No YQ No NIA 4*4 C.mp-it.ErJge Fiben-plassSinglis Dcnpr�vith 4 d. &rjuot;D5&ql Soffit V.rr.rSdidV"I Soffit 12;3IJ202a rj. yes No NA C114 -4 4= *_ Sidelies(s) (InsWng�0urtawng X0, OX or CXG 5 ., Lquot Ch.rt., Cakiuq.ot; Soffit Vom.rS,PdV.yI soflit 12/31coc)2� N. Y. No `VA " �, 2� w, Therma-Tru Floer-Classic and Smacith-Star Continuous Head and Silt configuretione) N.rnInaLSWa;8 8qgjct.N.n-fmpact8Lqulpt; Opaque 1201/20�2 No Yes No NIA `5 f,&quot:Supor aro-S,quot. Soffil Vert or Soo V.yl Soffit 12181�2023 No yes 14. NJA 00 a -.-- -M GompoziteEdge Fiberglass Door POnclsvdth Vented Sidiside(s) (rsvArg1Cgtgvvrn@� X�C XXX,),)Q= " ,4 .- cj -= > W i,: 24 ,x. Therma-Tru Filoer-Qassic,and StmootheStar confi umror*� g Nominal SW�39�0 8quothlon-nintgautaquot Opaque 1291fX22 No Yes No NIA C) � 'Z = Composite Edge Filbeglass Door Pairelavath Vented F­_ 6 = C= sidelibe(s) (Ins"higicurt-irig: YX W orx)= C-) CL = cc C_n, 1:17 confiW.E.P.1 CD = 1n.4 10 26 y. Tharma-7du Fiber-Claselcand Srhipoth�Stfir NomjAgf6&039;8 9quot-Non-Impanott1quot, Glazed 12130022 No Yes N. NIA . >�c -�; Ginindposto Edge Fiberglass Door PAnnelavath Vented , 10up.wing; )O� XXX or XXXX, Sjddjibs(5� ([daWng Florida Department of Business & Professional Regulation - . . I Page I al iness & Professional Regularticin Florida Department of Bus' Page I ef 1 Florida Department of Business & Professional Regulation page I .fl = cl- M = ,_ U) c14 = Therms-Trin Flow-Clong5i.and snioal wriflourations) Nominal 8030;0 &qhuotN.n-Imphs,o%qu.t: Glazed 12,3112022 No Y.s No NIA Building Codes a nd Standards laeCh011 Building Codes and -Standards iru,021 Building Codes and Standards i02021 = In 4, j= 26 z. CtunpositeEci Fiberglass Door PonalsvAth Vented Shuslil (InsvAngfCubSWng: XX, XXXorXXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Z CN .M t;g 3: - w w 27 ze. Thema-Tru Fiber -Classic and Smacti-i-Sar configurations.) Nominal 6&gq3g:8&quoONon-Impa,Pt&quot, Glazed 12el,`2022 No Yes No NJA W CL= � � I -1 - - Composite Edge Fiberglass Single Door with 38039:0 I i . I , I 1 I I :i I I , !i!F,ll � §F&IIIIJIM TAIM = i filk no I I 1 11, I ; ;i: i owli.mi-wi�������� �, NAM, N� I, e = -cc Sdl 0 nsvorploutsoving; W Ox of OXO � I configurations) . I, I , ; i � I - Cod. :: i! I 4 e 1. - Entitv o sets pat. ,* f1gindlass & U. Code Entity or Date Data Date pstl 0010 Cod. shifty or _�w - Data gets Ph,ri me = Q - 28 .b.Therma-Tru Fiber,Classicarld Smooth-Ster Nominal 58gS3S;8&quoLNon-ImpS(i&quot; Glazed 12131[2022 No Yes No NIA , Ify be versibr, Mannufachundir contact grohn-41, License V.11d.fief IN � Validated S.Innitled FaC Anstroval Aim- 111111 T� ogi V,mon plars,fackonsr ch.otsot En,i-.r& Lt.,.. Witfated He Validated s.buirttied F3C Anisrosal Phatomy, status 7YP. v_I.n M."urdsict ... r Contact Sighwir & Lloashca Will sy Validated Sultinill FIRC Approval Appro-d 912W.- %_ w CU, .= Composite Edge I'llogg lass Double Door Wtfir RveA -1r, 2070 7AMKO Buidling Products LLC Kodri Edon Robert Irlommen John OV. Khooevich, PE 101ON7020 OW9,2020 10A2�,2q2O 12)1��020 Approued Revils., 2070 L'V: Intaripecill Inc, de)a Thompson whiteclual Tarry Christman Zachary R. Phost Steven M. ouch, PE owl 7=20 0,911iffama D912MO23 12J15/2020 Approved Revision 2079 notice Mittal Products Inc. charkjon.s J-Sa L, Suite,, REQ 61-n M. Ll PE O!yI27�020 09�5r=Q 10,04M20 1211&2020 Approved = . (4 w 3039�osicpytto- (In-*dglo,ft��rtgl O"'C(O Csst.gl Roofing t417) 324�'8644 PE-501H (954) T72-0z24 1 , Metal% Company i7ANC 01 4913) 248-3456 PF-74021 �717�317-8454' Catenplory: R-chrull eo4)78&84OO CRUCK Engineering (Tl�) 317 fl454 29 zo. Tharm.-T,u I'llber-Classic and 8nin-Uh-Sta, oprifig.'sti.n) Nominal Itafts9:0 squotbNon-ImModl Glazed lMlf2Q22 No Yes No NJA SubCategairr. UncherNyments karri-adergtartkocom Causgoly: Roofing, SuliC.togoly: RoothoAccencIes that Latylo-g-gla 1-firujocs. tWhoehigic�. Roofing A ... 4,ssri,.A� that er. an IntogrM P.rtoPh.R1.m@ayatgm cla-IrLD11-com P�Z1242 7. =0, . J :c, - -a I Compliance phathod: Evall Report firenra are an . Otimp.set. Edge Fiberglass Single Dtorhvitfi 38*39,,D Florida Registered Anchitach or. Lessreed Honda Integra, Part ado, coling Syst., Compliance Metli Evolunitroo R.P.rif- S, = E Sid.hil iinsvvinglOute,vurig: XO, OX or OXO . Co bill Evaluation Report from a fifirslance neutron Fiords, Rqh.t.1gdAehit..t .19 Li-lSgd Florida CD configurations) P,clogsion.1 Eriginco, Florida Regetered Architect or a Li,ensed Florida Pro-sh-al Engineer .2 a- w so A. Therma-Tru, Fiber-Classio and Smidoth-Star Nominal &&#ag;O.gquotNqT�-Impacaquot!,Gl,ved 1261r2022 Composite Edge Fiberglass Doubler Diporwith No Yes No WA , , , ­ 11 � ,'; , --��,"�', r� . ... 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Revision Cod- Version Manufacturer 20�0 Real R.effirg Entity o Conrad owthrear & lJoeirs. Vail Eg, �chsrabnfbabl. IAPMC Unier, Es,Slu.tiai G.,Yw,wgIkS, 09a, 3-t- Validated Submitted 1 1,92u2020 11102F2029 Data P-6ing PlIc Apy-I Data Avp,-.d WW2020 Mill App-ed Code Tvpa Version Manufacture FR.I.ipn 202D Gloltal Prorselion Prcesucs,, LLC, Entity a Contact Engineer & License Validated Tim Robinson Well J1, RE John W. Krugh.vIc,h, PE Date Data Validated Submitted 091,0i OWDRJ2020 Date Pardine FIsC Approve 10AW2020 Date Approved .�� 1211512020 App-od (D I FL#52159-11311 code tril Date Date Date Date Status Category! spoiling (501) 98�-G;l 63 PE-�1242 (71-() 317-U64 ca"w'Y! Rechng (6l:i) u&6001 S-icts LLC. 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CC 1 Wal J2020 N. Yes NA NJA Sag # Product Model, Num ber or Name Prod Mat Desoription ContractExtifation Data in HV Outside HVHZ Resistant Prossu E Evaluation Report from SIR19 w.chbotni.d.I.N.mbar., No.. anaduou 0-hisItIm contract Esucitirstia, Was 16 HVWZ OmS,fid, Iti Resistant press- Thatch &g.p; Impact 1 20 Gains �-,aIvShzad'StpseISmrm FsreWHVI­iZ Corrugated Garanized Steel Storm Panels retained 1213112022 Yes Yes Yes NA a Florida Registered I Deck,6jrl DA-4 or TRI­B,flfl)�k-Air DA4 L_" pi'vilai P.Iypropyl ... Phsglic� P..fVo.t 1211U2625 No ye, No ,-97.5W-97-5 17 Socosty GOD - Stahs. snake Agfirp� Split Shak. Flat Profil. -Slockfen. CA 12131�2020 No Y. NIA NA or not by unficks to Provide hurricane protection. Architect or a Licensed . W�h�,i��l[yAtta�hedtoPly,�d4odbe�k; is, I � S...yFOO-St.t.zSh.k.4..�p�SplifSh�ks S...y 700 - efieka, SISto "ri split Sh.k. . rist Profile- Rh.h., CA 4213112020 Islait Pralle - Sl CA 1213i`2020 No No Yes ,(a. RIA MIA NA NIA 2 Z4 GagaiGal-nIzed Sti-Istor. Par.IsINHVHZ Corrugated G.h.hoad Steel Storm Par.1-81mmed ID3112022 or notiby tracks to provide hurricane Protection No YeS Yes NIA =3 (D Florida Professional 2c 27 S...y 700-sh.ke'slat.&Sirrip; Split sh.k. Tog , ESP.- isorealicra Flat Place - Palo, CA t2131112 20 High Profile - Key. TX 1 213 �2020 No N. vs. Yes NIA NIA NJA NJA W Engineer FL#5259-R311 Products 2F Vill: L- Pral � Khty. TX 12MIQ02D N. yes NIA NA C_ CLtigir4blaurance, Ap rovadforUsit p _L - _�L All qmg fOL9 a in I _ftia Ligi 2MM U) Re-0 Product Model, Number artlarnme Product Descl Contrailict Elpiration in HVHZ Outside HVH Resistant Pressure Date 1 Polyglass Roof Underlayments Rooling und0aymords I D/2172022 No yes NIA �Wl M I 2 Polyglass Roof Unceflayments (HVHZ) P 0 lyglaiss ll U no eftyrn ents �n on-H VHZ) Polyg(ass roof andedzyments lot use In FEIC12i2shrg(32� Ye T, HVHZj.rsdIkIbn.. 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Florida 0spartmerit of Business& Professional Regulation Par I of I W Florida Department of Business & Professional Regulation sets 1 �f I Florida Department of Business & Professional Regulation P. .1 off 9 L_ 1 Polyglass Roof Underlayments �Hl Polyglass roof underlayments for use in FB01212af2il Yes FIVIHZIursdi.ficni No NIA NIA Building Codes and Standards V25ir!022 Building Codes,and Standards 10(20'21 Building Codes and Standards L71=21 CL 2 Polyglass Roof Undplayments �non-HVH:p Poll roof underlayfigents, for Use In 12i2af2ll No FaC rion-HVHZ'jurisdIdtIonl 'Yes N/A .Nl Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail > 0- 1 Polyglass Roof Undedayments tKVHZ) Polyglass roof inderlaynneirts for use In ]`BC12/224023 Yes No NIA N/A I - I HVHZ juriedictions, 0 < 2 Polyglins Roof Qndedaymeni (ron-HVHl poll roof underlayringants, for use in 1212MO23 No FBC nor-HVHZj.nsdhcdons. yes NIA -NIAI-622.6 Codes Entity a I 2gk Date validarret! Sularrubscl Date Pending FIRCApruirgival Date A I status 1- Cod. Viarsicho Maturoothimar Entity or Ciataot Enclitheirisuchniso Validated Ew age _DAl Validated Submitted ow.pongiron FBC Ab,,V,l Igate Armhosad status I.do TY.- V.P&L. filernuffi Ernst, . Contact Etmi .... & LI-oss Validated Bv Dale Dive Validated submitted DT. Pending FRC Anpom,11 Dan. Approved status L. -4--i 1 Folyglass Roof Undorlayments HVI-1Z) Polyglass roof inderaynneats for use In FSClX2=t23 Yes No Nl N/A rype version wfahnufaaturhdr� Fise,ision 2020 All American Shuttersand Glass Contact Engineer A unchatrise, Validated Mike Shtrly.d r.dk L. Somridrft RE Troy Bishop, RE, 10II2812020 1011 5�20�0 11tM,2020 Pproved 121W2020 Approved risvision 2D20 Alpine Slh.rt L-Ii. ICC Ev.1-tic, S-1c.. LLC Will M. Rchleff, PF: 10MI12020 i On2i2020 11)00020 1 1 M12020 Appr.Sd Re.gi 2D20 commercial Concrato Productarc, Robert Gille achonvol A. 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Contractisimill get 1, "i OuOjd.if4HZ assistant pressure 'IV , � � - Z' ": � . , . � .... 1-11 -1 I ,� , , � �:_ ,_�, I " �, ,,, �� , �­� " I I I 1 I I I � 11 I I " I ­ ­ I I I I I "I I I I r I ,� I I I I I I � I n Sag Af Product Model, Numberpri'llone, Product Description Contract Expiration Dalb� in HVHZ Cbritudoll Ronsistim Pressu he 1 17W SOG/Alpir. Higher Sthshiggh III Unin: S) Metal cond-ter Pla. j2nl�2024 Yes Yes WA ri Mil wmnc2 Any-od to, If- Arrichostul for use impact Issehord 1 24ga Galvanized Steel Storm Panels 24g. Gaivomphed Steel Storm Panel. 1 nl M22 Yes, Yes, Y.. NiA, 2 TW8CGjA01,p Phis Platia Metal Connector Plate 121r�1)2024 Yes Yes NIA N/A ill-ol 9 Product Model. Numbercir Nam lemsductDogel-fishon C. rathon can, In HVHZ outside ­VH Resistant Pressure < � 4 �Tw 30GIAbrit T hurox TVv 9CG,WPrra ,Vaft Metal Connector Plate 126V2OZ4 metal connector File iWZ112024 Yes yes -yes Yea NIA N)A WA NA 1 Qualry Pfccogi or Commercial Corchas Products Precast and Prestressed Concrete Lintals, 0512512024 N. Yes `11A NJA (D U) _+__0 IM C) co I = < a- Florida Department of Business S Professional Regulation I Building Codes a I nd Standards 1. Noel a2 Wl Florida Department of Business & Professional Regulation Building Codes and Standards Pepe I at a.,l,u2c;1 Florl Department of Business & Professional Regulation , I I Bullcdlng�todes and Standards Pace I a 2 9R9Y2U21 � I I --O �- Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L_ M I NAM Cod- Entithe M . 011. Qata pending Dwo so= Code Entity 4 Data, am sets Pending Da", " W C Cod. Battle or Des we son, Pembina sell, a contact 0inglinger 9 Logo I Validated By Validated summil FBC , Approval Approved 9wis Verelo M-,f,,I,,,, Contact Snol Lk, .... V.11dolsd as, Validated Subinuft, FISC Approved Apiprown,r] all , -5; lypp Vshimlop Revision 2020 Manurfsholursh, MiTick Ino. ceeirl al-whel rompo'chos ctsulass Shut- & License Valdal.d W Erin Weldon ICC Evaluation Service. _L�_ CC E,W�.L.n s-loo. (95*8S8.8635 LLC. V.11dafind shobiblitSd FSC Aso -I OBi O&I Und2l Approved 0811272021 M99.1 Arploved 7VOO Veneto] Planufathyrar Revision 2020 Weyernse.- Category; ,Itrn�twal conripor-t. w Rob DsIdielo [W E-1h,di- sin -Al LLD lon, Lahs, RE �25a)a24-6479 (oals) 832-324a 02,0sJ2021 1011=02Q 0210g12021 Apor.0d Mae Affmation 2070 Alpha Aunninwim. Inc. Galpujisr�: Panel W.lis J.. sivit LOS R. Left@ S �O(Qvcn M. urich PE �40�,! 509��oua PIE-132�14 6t17j317,-8454 11hB12020 I 1A 612020 1 ihOqC20 App-d C < (D SuWalagisiy: T,russ Plahes .1i,gIdanQrrrfi.o.. (205) 599.3900 Subcategory. Engineered Lumber Rabcrt,I3adkvlr@.sy.rha groonacm g1ubCar.o.n,:Selt. elphas-Imunfriso.y.h. Z Compliance Method: Dell Raportfirchre Compluancat Method; Evaluation Report from a C.implaro. Method: Evel�.ticyr Report from g 0.00M __j ii Eval-lics, Entity Product E,aluarion Entity Fli Registered Architect or a Licensed Florida Z ,� � , . � _ , , " , � - , " , � �- , , , � � � , " r, - : , � , Ok t4 " i0lilitigill - ; �,�� ,, , , � e_ � �, ", ,,, � o I I �, , �, � , , , I e ��_ , � ��:, , �, � , ", , , , � ?��W�__ j � I .... . . , , " ': 1 I �� 1 _,�� -1 - �_`� � "I"- a4�&w ­ _16'rl ­1 , 1`11�1­ �­'­ ,'-,r,, " , ,,,, -',',,",,, -,,,,,,, -,��,- , , ,,�_ - ,, , _,_ , , i " - , , , �, -, , , , 104"a��,,v %�� _ I I -1 - _ ," "� , __ ',­ - , - - _11 , "'"', ­ -, ,"r � , ,,-� � , 1:,: , , -�",-',"�,,� "', , - 'If � ` 11 � - -- - - - - _�, ",--,�'(f, ,, _��,,,� ; I'll ?�� � � ,- �, , i. 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"', � , I - - , - ,, " - " - -. , Ir ,,,,�,-��,, " , "� � , , " -- , -, - 1. - �� -, 11 , � "I ,� - , ,- - 4� 11 ," - �, "I ,,,, , ', �_ ," " ---,,-,,-- �__�,,'-_,� -,',."'���,�T,,,,,,,,�,�',"',,,��,,,,,,,����', " " 11 j,:, , ­­ � , _Z� 1��,�, Q`­`r,,- __,� - - ,-"-, I - , 11 - ,,, -- -te W` - " -, A �r " _ 11 , �,� �� _1'1� ,,", ,", , � - - - - - - - " ­ � - - -,-,, " , , , -,,, ,,,, ,t" ,,�,, _ " _ Qual IN As suraince, Approl for Use ADDrOved for Use [in isgg Damon HVH Register �, , _ - - _ � , __,""', ,,,�,"__ ,,�,-,,,,,,"-,�',',',-�,"�:��� ,,,,,, ,�,_ ,. , 1-11 , � -, '' , �11 , , , 11 I ,; " " , � " i, , ,- -- :,_�, - -,­-­�,­ ': """'', _', _`�', K --- � ,,,,',' ,�`��,,�', , ,-,,,,,,,,,,,,,, , - " - __ , , - �,, ­� -_ � -,,,, ___ , , � � - _j Sea A Rrofful Model, Ituditer or Nam Product Pewirtar, Contract ShcuatonDwe In HVIRZ OjtgldS,H Resistant Pressure .5" 9 Procl Model, Numberor time Product thageorlil Contract Eltrihs1lorl In HVHZ outside lismasurt Cuallh, Assurance Approved for Us. Approved for Use Initial. restart 1 M18AHS irs g.. Ihir, Strength thr"s O-Scuor plate Q022, ves Yes NIA NIA I McrDfam LV_ Lamfusted Von.., LumnIssr 03131121023 14. Yes NIA Ni S-4 Product III Number or Name Frodua 11hesodutntr C.rA,..t Exal,,uns. Data to H,)Hz osaeido tivw R,idstim pressure Q_ 2 M1 OS HE 18 ge. Super In 10 strength rlig$ connector Plato i 221� i2W2 Yes YOS NIA . NIA 2 Panel- PSL Peralle[Strand Lumber 031311202a N. yes NIA NA I Alpha Al-rium Sold %Smp:VtnussPA1umimm OofftU Alpha Aluminum SaNd 0al Vented Ahumhum (371=023 No yes No NIA . 3 MI[ 16 16 ga. thin parre,dorplats 12WQ022 Yes � Yes NIA N/A 3 Th.b.r.8nerd l Laminated Strand Lumber P�131aov� No yes Ptl NJA QMU &amp;,Wood sand Chou & mw woond SHEET NO. 4 MT18HS 18 ga, high etrongth bruse connector plate 12J31=22 Yes yes NIA IIJA 4 Tj Rim spend tPructural Composite, Lumber or Oriented Strand =31=2t, No yes ],�IA NIA b.,rd Rim Board ,4 5 MT20HS 20 go. high Strength hruse connector pItte 12W,2022 Y. Y. NIA NA c W.S.rhit.-Rim Board Oriented Stierd Board Rim Eciind 03131,2023, No yes WA NIA 6 - 11 1 TL1 9, M71 8 T.20, MT20 I 8 ga. truss oordedisr place i 221 42022 20 g., trues scirmselisir platis `201 G022 Y. Y,s% yes Yga NIA I'l /A NA WA 1 August 10, 2022 I PA 1.1 1 1 - P•g.1 m t Building Codes and standards endrxQx Building Glides and standards erta+xmx. Building Codes and Standards ena^xaxx Building Codes and Standards 4norebxx Product Approval Application Deter Product Approval Application Detail Product Approve oDOW n Product prove Application netaH n r � Polls Dab Pand[ne � CuJa EnBhr or �i. Doh OJib Panina Pie O'=d' E�y N .� _ (a ^, �a VJ 0 L N O ^�^,, ^^,, }e W W . � U-1--a-^^ ^� � cV VJ W V O .- O O C _O N Q C O L.L - C6 C � C6 O O N '� O Cn N N L ^� O ii .� covJ C�t C14 Sm pi a yy , � C7 ai�r-�•vyylr i•,1 ¢ s.•� C � D'�J 'm ae N G a rCl y_ N d d o • f� 0 07 Vf � C 49 d W � ` V C O Lr 0L 0 L C-) 0 U m O L_ w� a N z J z a SHEET N0, PA 122 Florida Department of Business &Professional Regulation Peg. i m s Flblida Department of Business @ Professional Regulation Apat •F1 Florida Department of Business & Professional Regulation Paa.t d i Florida Department of Business & Professional Regulation TM CU b No IIViI� UNI J] 11 L_Jk a U) a o L � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/Zo2p Simpson Strong -Tie 2020 FBC Approved Products updated 12/30f2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3 M20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 �O^�1 0- O O rlFL,#9589-RG. For direct links to all SSTapprovals listed belOW, CLICK HERE. For direct links toall SSTapprovels listed below, CLICK HERE - For direct links to all SST approvals listed below, CLICK HERE. _ For direct links to all SSTapprovels listed below; CLICK HERE W M �1 a For additional Information regarding Florida's Statewide Product Approval System and NLanu Dade Coon 9 ... 9 pp Ys 1Y Notice Acceptance FlOA), CLICK HERE. P ( a For additional information regarding Fiontlas Statewide Product Approval rem end hlNaml Dade County e9 . 9 A n Notice of:ACce tanc¢ (NOA), CLICK HERE. P I ti regarding Florida'sStatewideProduct o el S. to a Mianu Da County a For EAditione imorma on regar _ rig FloritlSta wild.. Approval System and de ou ty, Notice -of AcceptanceMO. CLICK HERE. ( A). Foradditionalinformation regarding Flondas Statewide ProtluctA royal System and Miami Dade:Caun g.... g Approval Yst. County(. Notice f Acceptance : F O CK HERE, i. A), j iN #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- V 9116" and heights ranging from 4-5116" to 11' Concealed flange Sea # Product Model. Number or Name Product Description Seo # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O Q 1 Then Stainless Steel Concrete & Masonry Screw (TTNSS) 1/4 diameter Titen stainless steel masonry scree^i 1 A21, A23, A33, A34, A35: A44 Angles 1 BT, BTB, BTH Brick Ties greater than 3 9/16". O L L O 2 APA21, APA4, APA6, APVA21 APVA4 APVA6 Outdoor Accents Angles 2 CMS712, CMST14 CMSTC18 Coded'Straps 12 US series hangers Pace -mount hangers available in widths ranging from 1.718" to 3 a_3 AP844 APB44R APVBfi6, APB60R,AP668, APB88R, APB1010 APB1010R, APV644, Outdoor Accents Post Bases 3 CS14, CS16, CS18, C520, CS22 Coiled Straps 516" and heights ranging from 9.V4" to 16". O .APVB44R, APVB66. APVB66R, APVB88 APVB88R, APVB1010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.63-SDS; LGU5.25-SDS Face -mount hangers C6 O (� 4 APDJT2 4, APDJT2R-41 APDJT2-S, APDJT2R-6, APVDJT2-4,APVDJT2R-4, APVDJT2=6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers M "� Q Sea # Product Model, Num her or Name Product Description APVDJT2R3 6 DSP, SSP, TSP Stud to Plate be 15 LUC26Z, LU02102 Face -mount hangers _ 01 SD10112DEB Outdoor Accents Connector Screed 5 APHH48, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2,5A, H3; HO, H7Z, HIS, H16S, 116-2, H16-25 HurricaneTies 15 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- N (3) L L 2 SD9112 SD9212;.SD10112 SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4; APT6, APVL4, APVLB, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 8 HGT 2; HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3'to 1D-15116". . - iN 0 C 3 SDOI12SS. Si Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R; APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGLU3.63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 4 SDCF22434, SDCF22512, SDCF22514, SDCF22700, SDCF22858, SDCF221014; Strong -Dove SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2•SD51.5, HSS2-2-SD83, 1­SS2.3•SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Fate -mount hangers available in widths ranging from 1-9116' to 5- v ! Q SDCF221134, SDCF221334 SDCF271958 SDCF272358 9 CBT2Z CBT4Z Concealed Beam Ties 11 HST2. HST3, HST-5: HST6 Straight Straps 118" and heights ranging from 6-15116" to 19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCPTimber-CP Screw 10 CJT3Z,.CJT4Z, CJT5Z, CJTBZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS25, MUS28 Face -mount hangers SDCP221100. SDCP221134, SDGP271400 11 DJT14 Deck Joist Tie 13 HTSQIOKTZ, HTS020KTZ Heavy Twist Strap 20 SUR SUL SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from l- 6 SDHR27400, SDHR27614, SCHR31400 SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-g/I8" and heights ranging from 3-1116" to 13314" 7 SDS25112; SDS25134, SDS25200,-SDS25212, SDS25300, SDS25312, SDS25412: Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4; FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange. version (SURC, SULC) available for all double SDS25500: SDS25800, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149,:LST173 Straight Straps 2X'and 4X models: only acute flange is concealed. 8 SD525112SS, SOS2520OSS; SDS25212SS, S05253008S, SD825312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI; GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, Si SDWF2724; SDWF2726, SDWF2730 Strong -Drive SDWF Floor-to-FioorScrew 16 H2A, H2 5T, H8, H10A•2, HI OS, H14. HGAI0 HurncanaTles 18 LTS12, LTS76, LTS18, LTS20 Light TutistStrap D" and heights ranging from 2-5/8" to I1.1M". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown IS HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST6O, MST72 Straight Straps FLR10407-IRS. 19 KBSIZ Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15, MSTA18, MSTA21, MSTA24, MSTA30; MSTA38, MSTA49 Straight Straps FL#'10667-.RG 20 L30, L50, L70, L90 Angles 22 1MS7C40, MSTC52 MSTC66 MSTC78 Straight Straps Sea Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3,MSTC66B&- Pre -Bent Straps Sea .# Product Model, Num berorName Product Description 1 ATR3/8, ATR1/2, ATR5/8, ATR314 Threaded Rods 22 LS30, LS5O, L570, LS9O Skewable Angles 24 1 MSTI36, MST148 MST160, MSTI72 Straight Straps 1 BA series hangers Top flange hangers avallable in wdths ranging from 1-9/16" to 7- 2 ATUD5, ATUD6-2, ATUD9, A7UD9-2; ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium TvaistStrap 118" and heights ranging from 7-116" to 30". 3 BP318-2, BPV2, BPI/2-3: BP518-2, BP518-3, BP3A, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ; LSSJ26RZ, LSSJ28LZ: LSSJ28RZ, LSSJ21OLZ. LSSJ2I ORZ Field Adjustable Jack Hanger 26 NCA2x1.0-12; NCA2x12-12, NCA2x6-16, NCA2x10 18, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-6/8" to 7- 4 ONW318, CNW112. CNW5/81 CNW3/4 CNW5/8-112, CNW3/4-518 Coupler Nuts 25 LSSR1 81, LSSR2.1, LSSR2 37, LSSR2 56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 1 RCWB14 Wall Bracing 118" and heights ranging from 9-114" to 24". 5 CTUD55, CTUD65, CTUD66 CTUD75, CTUD76; CTUD77, CTUD87, CTUD88, 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 widths ranging from 1-112'to 3- CTUD98, CTUD99 27 ML232, ML242, ML282, Mi ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114"'to 24". 6 N3, N4, NG; N6 Heavy Hex Nuts 28 MMH8 Roof Te-Dowri 30 SP1, SP2, SP4j SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3K'to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B. RTUD5; RTUD6; RTUD7, RTUDB Ratcheting Take -Up Device 29 MMHC Hinged Root 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, MMW26=2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1 5 SS2.�, SS3, SS4.5 Stud Shoe 5 E05, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9, TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18; ST22, ST292, ST2122, ST2115, ST2215, ST6215-, ST8224, ST6236 Straight Straps TI8" and heights ranging from 11" to 32-1/7. 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 RoofTie-Down34 TB20, TB27, TB30: TB36, TB42, TB48; TB54, TB56, TB80 Tension Bridging 6 EGO series hangers Top flange hangers available in welths ranging from 3 518" to 7, 11 URS4 112" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rig id Tie Connectors 35 TWBIO, TWB12, TWB14 Wail Bracing 114" and heights ranging from 11-114"to 32", 12 URS5 5f8" 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 3-1 W' i 6-7/8`:' 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W8106. WB106C, WB126, WB126C, WB143C Wail Bracing and heights ranging from & IJ2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1fS".and heights ranging from 11"to.32". FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available In widths ranging from 1' 9116" to'7- FL#10447-R5 If2"and heights ranging from 8" to 30", Sea # Product Model. Num blar or Name Product Description Seg # Product Model. Num bar or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1 K' to 8-718" 1 DTT2 Hold-down Sea # Product Model, Number or Name Product Description 1 CBH2,37x5.5, CDH237x7.63 0BH2.37x9:75 Concealed hangers and heights ranging from 10-112" to28". 2 HDC10/4, HDC10M 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 3-114" to 8- 3 HDQ8; HH0011. HHDQ14 Hold-down 2 DSC2R-SD83, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9118" to 3-9113" and heights 7J8" and heights ranging from 7 112"to 32". 4 HDU2, HDU4, HDU5; HDU6, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from9-118" to 23-15116"- 12 HGLTV series hangers Top flange hangers available in vadthsranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3 63-SDS, HGU5,25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25• Face -mount hangers 11$" and heights ranging from 14'to 33". 6. LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2; HHRC42, HHRC42-2, HHRC4/1.B1, HHR C44, HHRCS 251325, HHR_C5.371312, Heavy Hip to Ridge Connectors SDS, HGU9,00 SDS 13 HIT series Ittigers Top flange hangers available in wdtns ranging from 2 5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face-mounthangers available in widths ranging from 1.518" to 7- 9116" and heights ranging from 18" to 28". 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5116 to 12-718" , 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3118"te 9 PAIS, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28 LRU210, LRU212 Rafter Hanger 5 HHGU5,25.SDS, HHGU5,50-SDS, HHGU5.62-SDS, HHGU700-SDS: HHGU7.25-SDS, Face -mount hangers 3-9/16" and heights ranging from 5 3/8" to 13-1/8", 10 PA118, PA123; PA128. PAI35 Strap -style purlin: anchor 8 LSU26, LSSU28; LSSU210 Light Slopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF HUCTF series hangers Top flange hangers available in widths ranging from 1-9118" to 5- 11 STHD10. STHD1 ORJ Strap -style hold-down 9 TBE4, TEES Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 1f2" and heights ranging from 3-7/18" to 15". Concealed flange \ 12 STHD14 STHD/ 4RJ Strap -style hold-down 10 TQ24 TC26, TC2a Truss Clip HHUS7 2s/10 version (HUCTF) available for all models having width equal to or 11 THA29, Ti 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 2-9/16". THAC422, THA426; THA422-2, THA426-2 118" to 5 118" and heights ranging from :4-314'to 15.3/4"._ 15 HWP.series. hangers Tap flange hangers available in widths ranging from 1-9M 6" to 7- 12 THAI1.81f22, THAI2.06122, THAl2.1122, THAI222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1f8" and heights ranging from 5-3/6" to 28". 13 THAC422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed. 17 HWPH series hangers 9 Top flange hangers available in widths ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26iHTU28, HTU210, HTU262, HTU2B-2, HTU210-2 Face -mount hangers 1/2"and heights ranging from 5.316" 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 1-9/16" to 7- 18 ITS series hangers Top flange hangers available In widths ranging from 1-9116" to 3- Ac 16 TSBR2-24 Truss Spacer -Restraint 112' and heights ranging from 2.718" to,19.114" Concealed flange 518" and heights ranging from 9.1/8" to 16", C%4 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights N m 18 VTCR Valley Truss Clip 9 reaterthan 2-9/16". rangingtrom5-3/8"to7-V4". CM 10 HUCQ1,8119-SDS, HUCQi 81/11-SDS HUCQ210 2SDS, HUCO210-3-SDS; HUC4310- Face -mount hangers 20 JBA series hangers Top flange hangers available in wdth of 1-9116" and heights CL p" SDS, HUC04I0SDS, HUCQ412-SDS, HUC45:2"-8DS HUCQ5.25111-SDS, HUCQ610- ranging from 93/16"to 13-1/8. Sip L.Pa "+ SDS, HUCQ$12-SDS N R'C ea 3 ru Sa ,ems i � C fV Z t�a Simpson Strong -Tie 2020 FBC Approved Products p g pp Updated 12M/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct links to all SST approvals listed below,, CLICK HERE. ,. For direct links to all SST approvals tilted below, CLICK HERE. • For direct links to all SST approvals listed below, CLICK HERE. ,, Fa direct links to ell approvals fisted balmy. COCK HERE tits SST pp R " LICK HE E faeddirional information regarding Flardas Statewide Product Approval System Miami -Bade County Narrca of Acceptance (NOA), C R a For additional information regarding Florida'sStatewide Product Approval tam and Miami -Gale Count Notice ofACca lance NDA), CK HERE, a I a 9 9 PP System y P { „rK6l . e O- CUCK HERE For additional Information FlondasStatawida.ProductApproval5yslem and Miami Dada County Notice-ofApp ptance (N A}, 9 F additional information regarding FlondasStafewide.Produ -A rove-5 taco and Mi de Count Notice- fAcce Acceptance CKNERE, tt a 9 9 Product Approval System erru 17a y o p. i ), 21 LB series he Top flange hangers available in width of 1-9116" and heights FL#11468-R5 18 SILBVI.56, S1LBV1.81, VLBV2.06. S/LBV2.37, S1LBV2.56, S1LBV2.68, S/LBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anohorfof concrete ranging from 6-318" to 15,1f3".. -SILBV35E, S1LBV3.62. S1LBV4 06r SILBV4.12, S/LBV4.28, S1L8V4.75., S/1_8V5;5O 6 Strong -Bolt 2 (STB2, STB2-4SS,. STB2.6SS) Subrig-Bon 2 Wedge Anchorfor 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 S1LTT20. S/DTT2Z. S1HTT14, HTT4, HTTS Hoklowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-118", 1 HHUS210-3, HHUS210A Joist Hanger 20 S1MST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD'-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3; LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HR56, HR58, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 718' and heights ranging from 9" to 33-112". 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUC0310-SD8 Joist Hanger 22 SSP, DSP, TSP Stu of 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 b-1 K'to 6- 4 THGB2, THGB3, THGBH2, THGBH3; THGBH4 Joist Hanger 23 STC DTC Truss Clip Type 316 stainless steel 718 and heights ranging from 9" to`32-112" 5 THGQ2SDS3, THGQ3-SDS4:5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4=SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Couplerfor concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 Ti THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hangerfor concrete 118" and heights ranging from 9-114" to 24". THD50234RH,THD10212RH 26 PF; PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 142116" and heights 10 Wedge -Ali (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-118". FL#11473-RS FL#13904-R5 CD 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Sea 0 Product Model- Num bar or Name product Description Sea # Product Modal. Number or Name Product Description FL#16230-RS 1/8" and heights ranging 9.114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3 62,SDSHDG, CCQM4.e2-SDSHDG, CCQM5.50-SDSHDG CCTQM3.62-SDSG, Masonry Pier Gaps 2 FGTR; FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.02-SDSG; CCTQM5.50 SDSG, CCCQM3.62-SDSG; CCCQM4 62 SDSG, Sag # Product Model- Number or Name Product Description 3 HIS, HISS. H16-2;H16-2S Hurricane Tie CCCQM5505DSG 1 AT-XP AT-XPHigh-Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16 HETA20, HETA24; HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4 62G.KT, ECCLQM5.5OG-KT, ECCLLOVID3 62G-KT; Masonry Pier Caps 2 ET -HP FT -HP Epoxy Adhesive for masonry E 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4,62G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea _# Product Model, Number orName Product Descrintion 6 HGAM10,HM9 Masonry retrofit connectors KT;ECCLRQMDS50G-KT 4 Strong-Bolt2(6TB2) Strong-Bolt2Wedge Anchor for masonry 1 ABA44, ABA44R, A9A46, ABA46R; ABA86, ARA6611 Adjustable Post Base 7 HHElA/6. HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5,25; HGUM5.50, HG(JM7.00, HGUM7.25, HGUM9.00 Heavy Masonry. Hangers 5 Titan 2 (TTN2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5-5, ABU5-6, ABU65, ABU66, ABU66R, A8U88, Adjustable Post Base 8 LGT2, LGT3-SD52.5, LGT4SDS3 GirderTiedown 4 1 LGUM26-3, LGUM26.4, LGUM28-2, LGUM28-3, LGUM28-4. LGUM210-2: Masonry Beam Hangers 6 Titan HD CTHD-H4SS, THD-H6SS, THD-CSGSS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABUIDIO, ABU1010R; ABU1212 ABU1212R 9 LTA2 Lateral Truss Anchor LGUM2103, LGUM210-4, LGUM46; LGUM48; LGUM410 or 316 stainless steeiwith hex head., and 316 stainless steel with 3 AB'JV44Z ABW44RZ, ABW46Z, ABW46RZ ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12 META16, META11B, META20, META24, META40 Embedded Truss Anchor 5 MBHA312/9.25, MBHA3.12111 25; MSHA3500.25 MBHA3.56/9.25, MBHA3:5611125, MasoriryTop Flange Beam Hangers countersunk head. z rn 4 AC4, A041 ACE4, AC6, AC6R, ACES Post Cap 11 1MSTAM36', MSTCi MSTCM60 Strap Tie for Masonry MBHA3:56/11.88, MBHA3:56114, MBHA3..58116, MBI-A3,56/18, MBHA5.5Of7.25, 7 Titen Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry V 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-214, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry M13HA550/9.25 MSHA5.50111.25, MBHA550/11 88 M8HA5 50114, MBHA5:50118, 6 CB44, CB46, CB48, CB66, CB68 Embedded Column Base MBHA550/18 ICU 7 CBS044 SDS2, CBSQ46-SDS2, CBS066-SDS2, CBS086-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3 5619.25, MBHU3,56111.25, MBHU3.56111 88, MBHU3.56114, MBHU3.56116, MBHU355118 MBHU5:5019.25,MBHU5.50111.25 MBHU5-50/1188,MBHU5:50/14, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Edited ealumncaps with Wlranging from 3-1J4"to9-1f2"and 171-411496-1 W2 ranging from 3-518to 7-112" MBHU5(50/16, MSHU5.50/18 Sag # Product Model. Number or Name Protluct Descrlption O 9 CCQ-SDS2.5; ECCQ-SDS2:5 Series Screwed column Gaps with W1 ranging from 3-114" to 9-112" and Sed # Product Model. Number or Name Product Description i X3461016.5K X1S1016, Xt B1016-4K, XQI$1016, XQ1 B1016.4K 410-16 Strang -Drive X Metal Self -Drilling, Tapping Screws with 43 L W2 ranging from 3.5/$ to 7.112" 1 DTT1Z Deck Tension Tie Drill Point �1 10 CP744Z, CPT66Z, CP1T88Z Concealed Post Tie Base 2 HD12 HD19 Bolted Holdowns FL#13975-R6 2 XLQI14T1224, XLQ1 14D1 224-2K 412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 12 EP844A, EPB44, EPB46, EPB66 EPS47 Embedded Post Base Embedded Post Base 3 4 HD3B, HD5B, HD7B; HD90 HTT4, HITS, HTT5-314 Boded Holdowns Tension Ties Sag # Product Model, Numberor Name Product Description 3 XM0114S1224, XMQ114B1224-21< Screws with #5 Drill Point and Large Diameter Hex Washer Head 912.24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LC844, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTTf31 Light Tension Ties 1 SDW22300, SOW22338, SDW2243% SDW22458, SDW22500 SDW22600, SDW22638, Strong -Drive SOW EVVP-PLY;and TRUSS -PLY Screvvs Tapping Screws with #5 Drill Point and Medium Diameter Hex ` 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 X0114S1224 XQ114B1224-2.5K, XI 14S1224, XQ1I 2S1224, XQ1 12el 224-2K #12-24 Strong -Drive X Metal Sell -Drilling, Tapping Screws with f 5 Drill Point 15 1 MPB66Z, MPB88Z Moment Post Base 2 SDWCI5450, SDWC15800 Strong -Drive SDWC TRUSS Screw 16 PB44, PB44R; PB46, PB66, P806R Embedded Post Base FL#13628-R5 3 SDWH19300DB SOWH19400DB, SDWH19600D6 SDWH19800D6 SDWH191000DB Strong -Drive SDWH TIMBER-HEXSorew^, 5 XU34S1016, XU34B1016-5K #10-16 Strong-DriveXU MetalSelf-Drilling, Tapping Screws with I7 PBS44A, PBS46; P13S66 Embedded Post Base 4 SDWH27400G, SOWH27600G SDWH27600G, SDWH2710DOG, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6; PBV10 Round Post Base Sea # Product Model. Num ber or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 SDWS226D0:, Strong -Drive SDWS FRAMING Screw Strong SOWS. TIMBER -Screw Grade) O 19 PC44-1 S. PC46-15, PC48-16: PC64-16, PC66.16, EPC44-16. EPC46-15, EPC48-15, Post Cap I SB518x 24, SB718x24, S81 x30 SB Anchor Bolts. 6 SDWS19800, SDWS19712, SDW82241)0 SDWS22500:SDWS22512 -Drive. (interior EPC84-16; EPC88.18 2 S8TB16, SSTB20, SSTB24,;SST828, SSTB34, SSTB361 SSTB16L, SST820L, SSTB24L. SSTB Anchor Bolts SDWS22800, SDWS22900; SDWS221000; SDWS221100, SDWS221200, SDWS221500 FL#35320-RO - 20 PC4Z. PC41 PCBZ, PC6RZ, PC8Z, P08RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ, EPC8Z, Post Cap SSTB28L 7 SDWS22300DB. SDWS22400D8, SDWS22500DB,.SDWS2260ODB, SOWS22800DB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) 0- EPCSRZ SDWS221000DS Sea # Product Model. Num bar or Name Product Descrintion 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB,.SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5; DSSC846, DSSC848, DSHS Bypass Framing Drift Strut Connector A 1 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OS3 SDWS2740058; SOWS2750OSS SDWS2760OSS, SDWS2780OSS, Strong -Drive SDWSTIMBER SS Screw 2 FCB43.5, F0845.5, FCB47 5, FCB49 5 FCB411.5 Bypass Framing Foxed-Clip;Connector rV/J� SDWS271000SS, SDWS27120CSS 3 FPHSD34St O16, FPHSD3491016, FPHSD34B/018-5K; FPHSD34S1214, 410-16 and #12-14 Strong -Drive FPHSD Framingto-CFS Self- FL#10866-R5 Sea X I Product Model. Number or Name CMST12 CMST14, GMSTCI6, CS14, CS16, CS18, CS20, CS22 Product Description Coiled,Straps 10 11 SDWV13400 STN22 Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Road Washer 4 FPHSD34BI214, FPHSD34B1214.5K 1 LSFC425, LSFC&25, SFC2.23, SFC425, SFC6..25 Drilling, Tapping Screws Steel Framing Connector ICU M LJ.J 3 HRE6, HRSS, HRS12, FHA6; FHA9, FHAl2, FHA18, FHA24; FHA30, MST125, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.2$, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25; MSSC6.25, Seel Stud. Connectors Sec -# Product Model. Number or Name Product Descrintion MSTI48 MSTI60 MSTI72, SfMST27, SiMST37, SIMST48 MSSC4-25KW MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTSSO, HTS3CC HeavyTmastStraps FL#'15363-R3 6 RCKW3; RCKW5,5, RCKW7.5,."RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 1 LSTA36, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18; MS7A21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45.5, SC847.5, SCB49.5, SCB411.5, MSCB455, MSCS47,5 Bypass Framing Slide -Clip Connector 3 GH46-5, GH46 8 GH48-6, GH48-8, GH410-6, GH410-8, GH66-6: GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA78, LSTA21: LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea Jt Product Model Num ber or Nam a Product Description 8 SCS32.5197, 5CS62-5197 SCS62-51118 SC582-5/118 Bypass Framing Connector 8, GH610 6; GH610,8 6 LSUBH3.25, SU8H3 25, MSUBH3.25 Bridging Connector 1 AS 18 AS 1855, AS 1856 18 ga, Truss Plates 9 5CW3:25, SCW5.5 Head -of -Wall Slide -Clip Connector 1 4 GL135A, GLB6B, GLB5C, GLB5D, GLB7A, GL87B, 01-137C, G LB7D Glulam Bearing Plats 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJCB 25, SJC10.25, MSJC8,25, M5JC10.25 Sisei Joist Connectors �- 5 GLBT512, GBLT612, GLBT518, G BLT616, GLBT520, GBLT620 Glulam Bearing Plate 8 L7S12 LTS16 LTS18, LTS20 Light TnstStraps 3 AS-20 20 ga. Truss Plate 11 SSB3 518 Bypass Framing Slide -Clip Strut Connector O co 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30 MSTA36 ST6215, ST6224; 5T9, ST12. ST18. ST22; MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH7861414 #14.14 Strong -Drive XLSH Shouldered Self-Driliing, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66; MSTC78, S76236 Straps 68 mil (14 ga) Screws W 8 UFP10-SDS3 Universal Foundation Plate 11 M7S12, MTS16 MTS18: MT820: M7S30, MTS24C, MTS3DC Medium Twist Straps 13 XQIS1018, XQ191016-4K XWS1214 XQ1BI214-3,5K, XQ78S1224, XQ78B1224-3K, 910-16; #12-14: and 412-24 Strong -Drive X Metal Self -Drilling, g URFP Universal Retrofit Foundation Plate 12 S101,56, S1BI.81, se2be, S162,37, Sr82.56; UB2.68, SIB3.12, S163.56; S1B3.62, SIS4.06; Top flange Joist Hangers FL#15730-R4 X0114S1224, XQ11491224-2.5K, XQ112S1224, XQ11291224-2K, X3461016-5K, X1$1016, X181016.4K, Xi SI214, X1 B1214-3.5K Tapping Screws Q SiU4,12, S1B428, SfB4.75, 5/135.50 Z I3 SIBA2.12M, S16A2.12/10, SMA2,12r12, S1BA2.12/14, SIBA4.18/8, S/BA4.18110, Top Flange Joist Hangers Seg # Product Model, Number or Name Product Description J S1BA4.18r12, S1BA4.18/14 1 ET -HP Adhesive Anchor for concrete z 14 S1H1A HurncaneTie 2 GAC GDP, GDPM-50, GDPM-75 GDPM 100, GOPS GW'-50. GW-75; GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S1HD8S, SIH08B, S/HD10S; S/HDIOB, SiHD15S, SIHDI52 Holdewns 3 PDPA PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PILAW, PINWP PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S1HDU4, S1HDU6, SIHDU9, S/HOU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J I7 S(JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET N0, August 10, 2022 PA 1.3 �y' Zipp (( 1. ,i•-. .I'.,: <- 6- S- .5 Yss 1.. c_� •.Y. - _ _ , z ..•sd`]��..-. .. if. .,4�.. _.,.... ..._..-.-. ., .ac.At�.. .�v«_.,�:-),._,n.. ... ..._i-.. .-..... ... ..._. .,. ..-_ - •_ - _. _.. - A74' i.d -NL Tom. 67 t of Acc t No. 1 -11 .10 ismwd to V D - for their, ­-Brav oa or La tvd) 'off Rigid i >r EXtrUADM Nclice of AcoqpmccNo. U-1166 1, Lwied toVbion, f " E 1 T 2 d ter a :m pv. jElft�rMr EX i f .MIM and Oars', tl. fit, f. =pier gr*:s+0 D _G , I 4 �t,.'i�-4� I '-� 1= :::�.I'�#- at I � ,t - ti �, ��L� :.®%� =�-� � bt �-. a tt, � �I .� # c:.•: � �a: �- hr ��Aa �: ®.... 4r'• ae44 9 4 � a h � _ :. y .- h,a.4 $a " ?a ;� s. 5.. '� „ :-ra i " : a �4 ,F - �-� 4 r .;y 4 � -14 : 4i a -.':� ,�fe. _h: I 4 a5-.= � � 4k #'• a�f a, O N N OL U N O .� CQ U --C:) N �- c N O U 0. o � O O � 4—� LL _ O .N fA -0 Ucn EM N p L - co 10. .� U) Q ".1,4k cc t o � w , , sib 7a gy p .. aq , PXe.. . r Ux& S t `add�- 4Y." �k+39k No. Ia c m 1.l4� 29 Eilgra�T ate- Urd 14 2f K.wdou#Ua te. AA:101 N � c o � G CA B y NJ oG7 C E 5.7 CGIUMI&w'fir"zudlhays, Inc.. PGTLWkstries.7$t. August 10, 2022 U CD E Z cam_^, v m > 0 L_ CD O .l.i �aL.. U 0 rl U m Q -0 O L L W � � Q � z J z Q J d SHEET NO. PA 1.4 N N C0 p U }' MIAMI-I AD MIAMI-DAnE COUNTY p 0 a) 0 0 p 00 PRODUCT CONTROL SECTION Cast Crete USA. LLC Cast -Crete USA,LLC Cast -Crete USA. LL (DC C� -0 a DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Boom 208 C . BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315 2590 is (7W 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED � U (D � � U) — NOTICE OF ACCEPTANCE (NOA) MMM.miamidade.govIeconomy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 N - U - � 0 � -L N Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS DRAWINGS A. DRAWINGS O Sefiner Florida 33584 „ ae 1. DrawingNo. F➢4612 riled Precast and PrestressedLtntel Details ,sheet 1 0 1, f ee fe 1. Drawing Na. FD46i12, titled Precast and Prestressed Lintel Details ,sheet 1 of rr rr 1, Drawing Na. FD4612, titled Prec[tSt and Prestressed Lintel Details ,sheet 1 of 1✓ --LL � }. � prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared b Craig Parrino, P.E., dated March 24, 2003 and Drawing No. p p y g g 1, dated 03124/03 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12 " ,- � M O > -0 SCOPE: "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables`, sheets I through 3 of 3, prepared by „ rr 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 -- � p W N i_ This NOA is beingissued under the applicable rules and regulations governing the use of construction materials. pp g g Craig Parrino, P.E., dated March 24, 2003, last revision 1 dated April 28, 2003 bath through 3 of 3, prepared by Craig ,Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114. -cA � CL U) O c6 Q 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 Mtit'o`h 11, 2008, all signed and sealed by Craig Parrino, P.D, on C Q � Section to be used in Miami Dade County and other areas where allowed by the' Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS . tA�• I. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and B• TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-52 9-94, prepared 1. None. C. CALCULATIONS Section In Miami Dade County) and/or the AHJ m areas other than Miami Dade County) reserve the right to have � tY) t� �}')Y b lied Research Laboratories, Report No. 30404A, dated 04110103, signed and DPP P 1. Calculations for Cast -Crete Lintels, dated 08/1912014, pages 14.201 through 14.236, this product or material. tested for nail assurance u ses. If This product or material fails to p quality purposes. p perform in the sealed by Christopher A. Ramon, P.E. C. CALCULATIONS prepared b Craig Parrino, P.E., signed and sealed by Craig Parrino, RE, P P Y �' g accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. Norte. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it i et - o t Control i at thisproductaerial a plan e, is determined by Miami Dade County Product Con of Section that or material 1. Calculations or Cast -Crete Lintels, dated 05129103, 207 a es, prepared by Craig .1A 1t g P P 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 ofl'ermitting, Environment, and Regulatory Affairs. 2. Calculations or Cast -Crete Lintels, dated QS/29/Q3,14Q pages, prepared b Craig f p g P P Y g E. MATERIAL CERTIFICATIONS This product is approved as described herein,, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E, MATERIAL CERTIFICATIONS 1. None. ,Zone of the Florida Building Code. 1. Norte. DESCRIPTION: ( Cast -Crete) 4", 6" & 1211 High Strengths Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER sheet 1 of 1 APPROVAL DOCUMENT: Drawing No. FD4612 titled "Precast and Prestressed Lintel retails" } 1. Quality System Manualfor 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" & I2'' 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Pudding Cade, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality :S`vstem 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.B., 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 CINDER PREVIOUS APPROVAL # 08-0321.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-021.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet 1 of 1, A. DRAWINGS bear Each lintel shall bea 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 1None . ` B. TESTS County Logo. "Cast-Crete 4 ", 6" & 12 " Lintel Safe Load Tables`, sheets I through 3 of 3, prepared by 1. None. Craig Parrino, P.E., dated March 24, 2003, Last revision dated March 11, 2008. T B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 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. Eyami-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. By Miami -Dade County Department of Reguulatory and Economic Resources XP). 1. None. the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall 1. By ami-Dade County Building Code Compliance Office.. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER this E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Cade, 2017 Edition, issued b Cast- shallof be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E This NOA revises NOA # 19-0130.14 and consists ofthis page 1, evidence submitted pages -1, E 2, E-3, E-4 and E-5 as well as approval document mentioned above. e !my A. Makar, P.E, M.S. elmy A. Makar, F.E., M.S. L elmy A. Makar, P.E., M.S. M s The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. Protluct Control Section Supervisor Pro uCt Control Section Supervisor Product Control Section Supervisor _ c r f NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 p rrlar7wa€ze ✓G✓ Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2073 N N a ".d 2a es Approval Date, 08120:020 Approval Date: 08/20/2020 App val Dater 08/20/2020 Approval Date: 08120/2020 Page 1 E -1 E-2 E-3 B u a N C � E a `o Cast -Crete USAF 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. L C. CALCULATIONS C. CALCULATIONS 1. None. 1. Norte. 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. T None. Q� 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. C6 S• EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-013414 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. O 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details `; sheet 1 of C Q 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. / Q LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last }, revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019. =3 0 B. TESTS 1. None, CL C. CALCULATIONS CC 1. None. D. QUALITY ASSURANCE U M m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS =:3 Q 1. None. 0— F. OTHER 1. Article of Conversion for a name change. O(� wC41C- -'► e' . 7 e my A. Mahar, P.E., M.S. Helmy A. Maker, P.E., M.S. Z J Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Q Approval Date: 08/20/2020 Approval Irate: 08/2012020 —i E-4 E-5 SHEET NO. August 10, 2022 PA 1.5 - � /TTLTEC AOMMIL TILLIT TESTING 6 ENGINEERING COMPANY PRODUC r EYAL 2 1UUQN_BEP0RT2M_20AW2A 22-T-E-SUP-EPORTS: Large missile impact arid fatigue load tests were performed under Protocols TAS 201, 203 as per Section 1626 of the Florida Building Code. Uniform static loads E K= IC T Z YALUATIRN-ROX-FOXII-ND-M A 2MO 3 � IACS-AND SPECIFICATIONS; Shall be strictly in accordance with General Notes and Componerits, indicated on shoot 1, 2 and 22 of 26, o(Product Evaivat:Ion Document (P.E. D.), drawing -WATTER A- rUIT, TR.,FZ, ____ � �Iec -co FL B , �167 X C"C L4�'.6"�N1,100671V as per TAS 202 Protocol. Test reports prepaTed by Hurricane Engineering & No.20.1 76, Anchor Specifications shall'be as indloatod,on sheetsr 1, 7 and 21 of Testing, Inc., Reports # 96-580 dated 08/0911996, #9,6�570 dated 0911811996, 26, of'Product Evaluation Document (P,E,D.). drawling No. 20-176. PRODUCT EVALUXTION REPORT #9.6-T30 dated 0,9/2011996, all three signed and sealed, by Hector M, Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 20a2 dated 0411611998 and * 2126 dated 1010611 a98 witnessed by Gilbert Diamond, P,E. and Report No. 7. LIMITAnONS � � - am-u-M REPORT NO.: 20-0728.01 0219�01-09, dated March 4, 2009, signed and sealed OyEdmundo Largaespaida, I- RE� and Henry Hattern, P.E_ 7-1. Shell be strictly in compliance with General Notes No� 1, 8 thru 14, indicated DATE: July 28,2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, an sheet 1 of'26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated an sheet 21 of`26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P-E. prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SUB-CATEGORY� Storm Panels . 2.& ST OCTURAL ENGINEERING C& MIAIMS: 7.2. Product rnay be installed Within HIGH VELOCITY,HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 61"the Rod& Building Code. PRODUCT NAME-. 20, GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs, design wind load and panel MANUFACTURER: Global Pml"on Products length based on rational and comparative analysis, and In accordance with 7.3. Product shall only be installed Into poured concrete, Concrete block, and ILL.C. 4800 S.W. 61 Street section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc., wood frame structures. Daylej Florida33314 dated 1110310$ and 03112/15. signed and sealed by Walter A. Tillit, J r., R E. OF E UXATION. 3. MISSILE IMPACT RE.SISTANCE.- Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Plorida License ,1,,RURPOSE This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System Large missile impact under section 1026 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tiltew, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLG,,,Rule Chapter No. OIG20-3, Method I D of the Florida Department of Business and 4.WI DI,O� Rt�S�N �, APS 0,11"11111flit"'140 I I . . . . Prolliesslonal Regulation. ... 20 GA . .go Galvanized Sleet Storm Panel has been verified to sustain wind ,.i.-. ..­_� . � - .-`� N�EN '%., This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall beas indicated on sheets 8,10,14, 15, .. lk .._,_­' lir .-- . -. ' - - - = been verified for Compliance In accordance with the 2020 Seventh EdH]on of the 16, 19, 25 and 26 of`25 of Product Evaluation Document (P.E.D.), dravinglilo. I -------- -"!--, — .44167 '. = 7=___;=- 1. = ; Florida Building Code, and to verify that the product is forthe purpose Intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, 14, 15, 1 7, 101 19, 20 26 and 26 oi`26, of Product Evaluation Document (PA, D.), I 11 STAM OF 1, . E ?11��'Llp � __ '.. iztrz at bast equivalent to that required by the Code, drawing No. 20-176. I "I __ lz, , . - 11"W-72M / 11 "', 'O *. ,�74ORIN:l " � "If 1, I 01 This Product Evaluation Report shall be subject to review and revision In case of ..".", I A�,,I,NAO a Buf1ding Code change that may affect its limitations and conditions 5-INSTALLATION, IIIIII k Installation shall be performed strictly in accordance With details indicated on 2. EVIDENCESAMMITTED: sheets 3 thru 7, 10 thru 20,4, 24 and 26ot2a, of Product Evaluation Document WA7)LL ECO ADMON RECORDS IF. E. REPORT-20 �GLObALPROTFCTION PRODUCTS, LLCri 20 GAGE UT',,L11ZE0 2.1.. PRQDUCT-EVALL1AT[WDQC - ENJ(Fjl�" (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as STEEL STORM PANEL�DRM*.P(�"8AREPORT#20-07ZA.01 . - _U_M , Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 6, 14,16,26 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. tillit, Jr., P.E.; dated 0712812020, This drawing Is an integral part o ,� We I (1111"'V ,%tolkill0tylitt" Evaluation Report, "Lioll ri ,,, :.. 4�) Y., 01 ?, N rJU 4"?, AN, ,,'S�,, . �.. /,, 0", � ." Q� - ­� I/ , " , " , . .",­. ", �_-­ .. ... \1\ . I*- N ig� 7;" , , " . - - -�- 1� v* . \'wrime -, , 1� . I __ ,,- A - �. - ' ' 11 --- "I - - I . _ " . ' - � ' '. ' S . - No. 4167 "' ' � 1 f� 1 .. = � ��A- . --44167 I . , = 7,/, " , ! . . . = , ,I � = , __�­�_ ! * K- , , A�� ' � 71 - ' * . = � _/ = -,O I I-- - I � � 1% .,R -, ­­c 7 ., / z- -, �:._ STATE OF �-*)?7 f - P 0. *..A PIT) ,r-.* I I , , � .......... I % .,,__F1 ." , , I " ,-.;' 1 6355 NX 36th Street Si&e 305, Minn!, Florida-33166 - Phone, (305) 871-153, - I I ; , I if N 00,10"1110 tAill hill'i 00, I 11 11 QENM&. N=: 03) IN CASE THAT OR PRECAST CONCRETE PANELS. STUCCO 09 WOOD BOARDS BE POUND CN !Ht 1E, � UK -Mill" OUSTING WALI.PAA=TS7 BE LOW 040009 TO REACH THE MAIN STROCTUIW BEHIND SUCH PANEM I STORM PANEL SHOWN ON THIS PRIMACY MOAT04 DOCUMENT (P Cb.) HAS BEEN VERIFIED FOR OWPU*ME ILI ANCHOIRAGE SHALL OF AS MENTIONED IN 90) MO IN 8�2). ACCORDWE WITH THE 2020 t-Ah EDITION) OF THE FLORIDA SWIMINd COME (0) - I/ OMM WIND LOADS SHALL BE DETERMINED AS PER SECTION I 6?O OF THE ABOVE MENTIGAIDO CDOF _ ".4 - TAPCON ANUC B _ #14_10 PANEUMATt FEMALE 0 AM FANEUAATE PLUS ANCHORS, AS MANUFACTURED UY ELCO CONSTRIXTION PRODU17S FOR A WIND SPEED AS RE)OUNK0 BY THE ,R)RISINCTION WNERIE THESE SHUTTERS WIVI, BE INSTALLED AND FOR ,� DtRECTPDNAUTY FACTOR Kd-0.86. USING ASCE 7- 16 AND SHALL NOT "CEED THE MMMUM (AS.D,) - 1/4-0 LAC SCREWS PER N.O.S. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15, lit, IS & 20, - 7/iev V SJW WOOD BUSHING. AS DISTRIBUTED BY ALL POW SCREW, SOLT & SPECIALTY CO. IN ORDER TO VERIFY THE A0OM CONDITION. ULTIMATE DE!RSN WIND LOADS OETERMINSD PER ASCE 7-10 SHALI RE FIRST REDUCED TO AS,O� DESIGN WIND LOADS V MULTIPLYING, MEN BY OA IN ORDER TO C 1) MINIMUM THREADED PENCTRAXON INTO WOOD OF TA00N ANCHORS Skkl.l. K I 1/2' AND 2- FOR EWO, PKNDUAAFE PLUS COMPARE �MM W1 MAX (ASC; DESIGN PRESSURE RATINGS INDICATED 014 SHEETS 7 T14RV 17, 14, 15� 16. 19 A ;!a, AND PARELAIALE PGRALt tD. IN ORDER 70 VERIFY THAT ANCHORS ON THIS P IED AS TESTED WERE NOT OAR STRESSED. A 331 114CREASIE 94 AacwAaLE CA MINIMUM THREADED PENETRATION OF LAG SO". INTO THE WOW FRAME UNIT SH41 ISE 1 1/2-- NO tHRE_A= PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF T14E REQUP?ED THREADED P,,EM 4MON. SWIMS FOR WIND LOADS WAS VaL USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N.D.S, 2016. C-3) MINIMUM EDGE DISTANCE OF LAG SCREWS. RJO WOOD SHALL BE AS INDICATED IN THIS DRAWING STORM PANWS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITW SECTION Ig26 OF THE ADM MUMONIM CODE AS PER HURRICANE ENMNEER100 & TESTING, MG. REPOF"S 96�569, 96-52C, a 96-T�X) AND 114) MORMUlot PEKHAAT" OF *COD BUSHING SKAJ,L BE 5/8-� I/Ir' 0-20 SCRE" USED SNAIL RE 1 1/2- LONG NRNIMUM FENIESTIAMDON TESTING LAB ANC,. REPORTS 12032 & #2121I . AS PROTOCOLS TAS-201, TAS-202 AND TAS-M SHOULD STUCCO ICOST� AND I' MINIMUM FOR WALL$ Vill NO MUCCQ. AS WELL AS AMERICAN TEST LM OF SOUTH FLORIDA; REPORT 00219,01-00. AS PER TAS 201, TAS 202 AND W 20 SIANCIAPft. C,31 IN CASE 7W PPEtA­" STONE. OR PRECAST CONCRM- PANEM STUCCO OR WOW BOARDS BE FOUND ON THE EXISTINC WALL ANCHORS SKILL BE LONG EXCUCHTO REA04 THE MAIN STRUCK MIND SUCH PANELS 2, ALL AULN'tNUM C(TRUSIONS TO BIE 6063-75 ALLOY AND TEMPUL (UNLESS OTHERWISE NOTED), SEE SHEET 2 ANCHORAGE SMALL BE AS MENTIONED IN C 1) , C,2) III C 4) 3 ALL AILLIMINUM SHEET METAL USED AT CLOSURES SKAILL 14AVE 3H)&­H14 ALLOY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF ME RECOMAOINDATIONS AND SPECIFICAMNS OF THE ANCHOR'S MANUFACTURER 4 ALL STEM SHEET METAL PAINIELS SHALL HAVE STRUMIRAL OUAUTY STEEL ASTW A-65S CME 60 MINIMUM. C-60 GALVANIZED STEEL DIESIGIATION W/FY. 515,S I* (AFTER ROLLED). & FAIRELS MAY ALSPO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DEINLS SHOW ON SECTION 4 THROLOI,, to (SHEETS; 4 THROUGH fl� EXCEPT YW HEADERS 0 III Q) 94AU NOT BE USED S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AN WAVES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50014 W 9 q SHALL RE 1K RESPONSIBILITY OF THE CONTRA" TO VERIFT THE SOUNDNESS OF TK STRUCTURE WHERE SHUTTER IS TO K k6 YIELD STRENGTH AND so w TE'Aslu: STRENGTH a SMALL COMPLY W/ FLORIDA BUILDING com SECTION 24 14 ATTACHED TO INSURE POORER ANCHORAGE, THIS SHUTTER SHALL, ONLY BE ATTACHED to CO"CIE, BLOCK OR WOOD FRAME luo BUILD"= 8 BOLTS TO BE ASIM A­307 GAJ,VAARZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH �6 A. NJNIWUM YIELD StRENMIH 10, EACH REGULAR STORM PANEL WTTH LENGTHS OVER W-B THROUGH i2'-,V% AS PER SECTIONS 6, 8. 9 & 10 AND ALTERNATIVES, Elk I ANCHORS TO WALL SHALL BE AS FOLLOWS, SW & IOW ON SHEETS 5� 4 A, 12 R1ESPI,CPVEUV; SHALL KIAT A LEGIBLE AND READILY VISIBLE MARKING INVRUCTM OWWER OR TENANT TIC SECURE PANELS WITH APPLICABLE REINFORCEMENT DUR04 PERIODS Of HURRICANE WARNING (A) M_,U1MK_ftM_"KM2L il THE INSTALLATION CONTRACTOR 15 10 SEAL/CAULK ALL SHUTTER CIDIAPbRIBUT EDGES WHICH REMAIN IN CONTINUOUS 11014TACT MTI- 11�1** TAPCON ANCHORS AS MANUFACTURED BY IJ.W, SOILDEN, INC, (M[II� f­algLri.) THE BUILDING TO PREVW WINDIRAN INTRUSION. - i/. . A 7/ - CMX-44 ANCHORS, AS MANIOACTUMIED BY OEWALT ML (MAIL 1'­) P'A"') 2 - /4'. 1,1/4 ,CUD-$rT ANCHORS, AS DISTRUBOTED BY ALL PONT SCREW. SOLT a SA`ECIkTY CO. 12 STORM PANEL INSTALLATION SH141, COMPLY WR14 SPECS INDICATED IN THIS DRAWING PLUS ANT BUILDING AND MINING REGULATIONS (M.. T..300o R_.1.) PROVIDED BY THE JURSOCIRON WHERE PERMIT IS APPLIED TO - 114-10 PARELMATE FEMALE ID & FANELMATE fLUS1 ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (OW t'-3350 P.".) 13 (a) THIS PRODUCT EVALLATION DOCUMENT fPZD,) PREPARED By THIS ENGINEER IS GENERIC AND DOES NOT IRWDE WoRwATION - I/Cit OF TAP-W ANCHORS, AS MANUFACTURED BY TIW-FAST CORPORATION (f'­Z6CQ P.9j.) FOR A SITE SPECIFIC PROJECT, io. *HERE THE SITE CONDITIONS DEVIATE FROM TWE P.E,D A. 1) MINIMUM EMBEDMENI OF TAPCON ANCHORS INTO POURED COMO E W CONTRACTOR TO Be ROSPONSISLE THE SELECTION, PURCHASE AND 04STALLATION INCLUDING UrE SAFETY Or THIS PRODUCT R TE SHALL BE I Z/4% 2* FOR PANtELVATE FENKLIE W.SIEO ON THIS PA-C, PROVIDED HFO/RSHE GOES NOT DFWJC FROM THE CONDITIONS DETAILED ON THIS DOCUMENT 9) AND PAREMALTE PLUS AND 1 114' FOR CF TAP -GRIP ANCHORS, CONSPIUCTION SAFETY AT SITE Is THE CONTANCTOR's RESPONSIEUTY. A2) CAUlt-04 & SOLID -SET ANCHORS SHALL BE EUREDDIED 7/V ARID INC POURED CONCRETE NO EMBEDMENT INTO W THIS PRODUCT EVAWAPION DOCUMENT WILL BE CONSIDERED INV" If MODIFIED. STUCCO SHALL BE PERMITTED. 1,14* P-20 -SCREWS USED SHALL BE 1 1/2" LONG MVA#AUNi SHWLD STUCCO EW', No I� MINIMUM FOR WALLS WITH NO STUCC(k ANU MAY BE KEADW SCREWS OR AUL THREADED SCREWS W/O i(LkO. kd) STYE SPECTM PROJECTS SHALL BE PREPARED BY A FLOODA, KOSYERED ENGINEER OR ARCHITECT WKCH WILL BECOME THE ERTI` WITH YANG NUTS, ENGINEER Or RECORD (E.0-P.) FOR THE PROJECT AND WHO WILL BE RESPONSURE FOR THE PROPER USE OF THE P, E.M ENGINEER OF RECDRO� ACTING AS A DELEGATED ENGINEER TO THE &3) IN CAW THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOW BOARDS BE FOUND ON THIL P.E.O. FAIGINEER, SHAU. SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS; FOR RWEW. DUSTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND GUCM PANELS ANCHORAGE SHALL BE AS MENTIONED 10 AA) AND IN A2). (A) THIS P.E,D. SHALL NEAP THE DATE AND CAIDJIWL� SEAL AND SIQUA-LORE Of THE PROFVSSAONAL ENGINEER OF RECORD THAT PREPARED IT, (a) I - , 1% * TAPOON ANCHORS AS MANUFACTURED BY I T W BUILD". INC. 14 SI+UTTER 1IMINUFACTURER'S LABEL $KAU BE ILDCATED ON A READILY %SIBLE LOCATION AT STORM _ 1 4. PAWL SHUTTER IN ACCORDANCE WITH SECTION 1709�S.3 OF FLORIDA WILD04G CODIL W LADEL a x 7/8' CAUI-IN ANCHORS. AS MAN1UrAGTUM BY DEWALT IMC_ IMIN, r�1500 p,a�_) SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPI Y WITH SECTION 1709.9.2 OF THE - I �C, ,C 1/4- SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW, BOLT * SPECALTY CO_ FLORIDA BUILOM COOE- (ARYL I...iM 07"') - #14-10 FASCINATE .. 10 A. PARE.-M PLUS ANCHOK. AS MANIXICTURED BY . .CnM I`AV BI USED 10 I - P "I'lowitholit, '. STATE OF FLORIDA CTS (MIN, V-2071 IP.J) A. ,*, , - I CA' TAP-GAIP ANRNDRS� AS MANUFACTURER BY tRU-FW CORPORATION , ,&�tlg /n rl�q 'k, 1� _**�. �� "N ___­ " rit- , - FLORIDA 801109,10 CODE (1419h Voioclty Hu, one Zonal .Ot .-I'vXG BLI) MRIAAU EMBEDMENT CIA TAPCON ANCHDFM, ELCO PMELMATES AND Cf TAP-OMP MCHOR, MO THE CO1V , BLOCUMINITT SHALL WE 1 1/4-, 41: -x�- --.c �r ­ - - . 't.13 . . .2m ALIM W 20 CASE dDALVANIZED STEEL STORM PANEL ,,, O. 4 '. DRAMN In'. ' 167 1 9,2) CALX-tN III SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO IRE CONCRETE MCCK UNT Al� 1111.112ble CO INTO STUOCO�SHALL BE PERMITTED 114* V-20 SCREWS USED SHALL BE 1 1/2- LONIG MINIMUM _ ­ < , - - GLOBAL PROTECTION MDUCTS. U.C. """ COST, AND I MINIMUM FOR WNULS WITH NO STUCCO. S -.0 " - �_=_ -7, �_ - om - C STA OF �_�T_1= ��_T_k � �_�R� I -:gv- ------ -- -, � � -A-. � - 4=.,6ISf#= "_ U, -. . P T - =I. .,� gP " ,1,0. , V=% rl" P40M -swo-444 FAIt, (PA4100-vp 20-176 V!�_-. OR Dt, - ,�4� 45 av$_ w , ...... - A" --tIA, — I'I O� 'sA,. 0 �y , . rA.000in, I ,,,�, 10 N A`1M/Q0k 'iqqj.�, E I I 9! I A - WAM A M ,W.. RE . - I - - "'Oul. --mix" 2 I - I /-,----v . I I d E00 iNc- / \ TILLIT TESTIING & ENGINEERING COMPANY - ,. __ ____ _ ___ - - _ -,- WALTERA. 'rILLIT, M, 11,L FROIDUC tilteoo@wl.com 1 EVALUAII()NREPORT R.Pr. TA-1h 44L67 FJ,C,A� UMPIN�.V]$?19 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY, Shutters PRODUCT SIUB-CATEGORY- Storm Panels PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: GloWl Protection E!rQducts. LLLQ 4800 S.W. 51 Street DaVie. Florida 33314 1. PURPOSE OF EVALUATION! This is a Product Evaluation Report issued by WatterA. n1lit, Jr., P.E. (System ID -# I 90) to the Global Protection Products, LLC, Rule Chapter No, SIA320-3, Method 1 D of the Floridi! Department of Business and Professional Regulation. This product Is being issuec[ an Evaluation Report as described herein, and has . - - been veriftedfor compliance in accordance with the 2Q2G Seventh Ediffon of the Mold a Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review -and revision In wee of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: ZJA PRODU91 EVALUATION DOCUMENT (P.E.13J, Drawing Nip. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 18 of 18 prepared by T'ilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07t2712020, This drawing is an inteRk , I �g , ,,Jgit" "l, . Evaluation Report. '. �M ,,:., kz/. "', 11 ��, ��,, `% f ` r "' �� , — 8 6--\PENse '- ,, I- - - . � � I.. I- I - � 167 I s 11 X .. . = , ? :*= 2 * I = � . � Z � " / iE, 10'. ­;P, STATE OF ...742� z S- . 0", Z 1, x­-'4'0R01 -N I - ,��-p- ��. q 1,�� �, 6355NV. 36thStreet Suite, 305,Nfiara4 Florida 33166 -Phone: (3:05) 871 �e,,�"4"5101$*�,�,'�*t',M-1531 401HtliI00 I 991AEONENI5 EQR REOULAR lk LIEE �AFEJY_ STORM PANELS (SCALE 1/2-I') _______________________­_ _15,1W (TOTAL WIM)- I ----i2.5W (EFFECTIVE WIDI i ------I-- -6 1/4' -- ! _-I.:�%- - I 3W-1 , X,,� � i , `�, I I - - ,-1 - ­ I 11 I i % I . I -"\\ � -- I �;� 11 � �� I .. 414� rA" � , , , -9 2 IlW CMYAMZW STEEL Ao- ,. , , ryp \ , , 2. , __ AM A-053 - &EI I GRACE so -NIMUM I tt C-60 GAI -GlITAIL A \ _____ C � I 411Z r* ----------- __ �--I,3�iio " f _­­­ __1___._5.2W___ T STaffill-Ean V <��_____,_ !.i�S( p1min is PT UP ",�� 1, " ; -- � I W/HEitatry EWE. - ,- I- , I , � ... 1 " ff " ", i - - -.,. , 5 I i I I I I "� -W � ,,�� *0 .,.,�5. <, I I �� L � -'t.250 I . I , _-,� � NENA`l - - - I . I I - , I.- , ROUNDED CORNER 0 ENDS OF PAWS ar, A END UP W/ HEMMED EDGE. (Niz) 1E_ _/ COAL �J El .h. H= (:�) *UAA HEAW !_ -­--­-­­IS,IW . (TOTAL WIDTW�-- - --,------ -, . i T­ —­W----7 I ) I i ; . _____ 2.0 '. ] I . "' � 1 I - I _VW, - 7 ,-, - Toi� - I -, , el i y I 1-0 2 ','/ I 41�­ I I TYR __9W PON- ". Dom I IWIMMOZED STEEL " . .-. , Z , 07 . �, /-I.- � ... � I GRA:�:Irllllft I I ! I 'I- , -, ,",- , � A� '� --- " � -, I X I ,,,,, I TIN � "Mr-, ,f o". LT , -------- I _I�PAIL A � � � � � - " , � � - ___ , I - �', , 49.F , - __ ". � 0,110NIZ-717111117rm , 4125, '71 ,50 .- 1/4'*-M I,/4-­20. ... . ��_ X4 � . I � I � 1- 11AIT Mw,Wc 2. 5RUC W&W 750 r I 1� !! AMLE 0 TO ANDUL 0 `� " � --! I '90 ,2 1 1 , 12 qr D.C. 1/2, Oc� - � .. A - ", � - O 24OW " WIG L __] � !�J .5 I W I WE 11. CiCrAk T , .0391 SIDE � I --- t. , I . I C MAIL I � - L ­ - I ---- � __. . �� , T4 1 =====� 125, ! � I' ___ ... __S*V..____­___ ____ . -1.5ov- L.G� I _­ - - ------ I VARES i t SEE OCT. - I _=_f � 4 i __J 1114 & 2/14 I-, _ - 0,344*,E��w Ir TOP M .374* .,m. -, , - 1 'Dos' W_ I I T __ � P94EL Aw .1 . , --I -Al- I' - - L__ r., - _1+_t_ - - 1 4 ! 67*11OW .37V 134A 0 � _�H;E ( I I- - .1". .11. -- : + ", * � � . I � ( - - - � _._� I - . - I IN It 1.67l'! �6 \ i I -��: 1�671, - � : � i L_ �M. W. c 1 -0 HOLE FDR I I 'It*. I cis, � ; ___ -_ 1. I - - a� , . I It I ce J .� I I _J�g - - �, . � � LOCATION AT T, I r EVENT PAM MEIKAP ,iiir i i �0801 L_ - _Wr_1 I - 40-a", 3 - __ 1 7.0 i bc� (�) KEY HOIJE WASKEII 1�9:� _.;-1TYR,) 1 - WE- TRALIK , - (�) "E' TIRAM AMILL (R 3, ZA I - ��__.06­ _­_ : O.Om- pk.�) - � � �094 V,V,%"H1N#A,% I GALVANIZED STEEL L - - ____ _;�­_- N tl , ." i 0� T : -I , _,X 7,Q/ , __Y., IV "RAG ; ( ) I 15 ".."...'. � , I , , I . t� I ,� A " i V_ - � - SF::�Z'.-`,IiA EN J;� `.��f I i ,I -0 ,- ..\ i .37 . -0 _WS-4 I i ( 14V1 - *- I - L!_ - 1_� - ; , 1 No. 44167 . S I I r i .. " : :1!K = � � i ,____� = *. * -1 � . I - --,----J - . . : L . I Wal. -a, BOTTOM 1=5� .. Of - Q� - ,tattgo T%n= IND. �__ 1210' .063 � . �_ -Mo WING NUT 0 or PANEL -- _$'-, . k I .I '­1075 � � 4 �� j, _ 1 I I - - ,0 80 W ,�,.. 0 ..- __ ­2.000`--� ' ffi�414 ALYAM % * , / 1- __ .. , i;- - ____�� @ 2"XZ*Xt/-4! .."MI I- � IFT, DE C 4 %li, EIZ. ALM"Mul?. USE MW NUT W/W . — L. ALUMMUM-AN= MWOUTHIC WASIO W/ A000tONAL - - - :;�ro � , --- CA-0006719 I 11""T�D*aI11 *AUTER A r" it, P.E. 1=1-1�9�1 #f- WA/%AaNAnW_q IT I - am�m I We � . I A ;4V13Uf_VW'19 6 - 7SOr ­ C= 12,5*_4 1p_ . , �4 A 30* SMAIDS '! ISTUO FIRM TO , � � ARM 0 12 i/2'04 , A i , ) I ,_S�Arl L "__1 I _ ______, 7541 1 - - -1 031) Wavi—o". MIDDIX'T VVA1A,An0N IRMOIRT NO. JL-QJ21M 2 22-TEST REPORTS Large missile impact load tests were performed under SSTO 12-99 standard as, per section 1609.1.2 of We, Florida Building Code, Uniform static loads as per section 1109,81, per ASTM E-330. Test reports prepared byAmadcan Testing I Lob of South Florida, Report# 0814-014)l dated 0311142 witnessed by William R. Manner, P.E., Boriz Moroz, RE. 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 Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1009.1.2 of the Florida Building Coda, Test Report prepared byAmencan Testing Lob of South Florida, , Report No. 1123.01-10, dated November-23, 2010, signed and seated by Juilo E. Gonzalez, P.E. . Tensile test report No. BCM-198 by 00 Metallurgical, Inc., dated Match 13,2009, signed andsealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. I OKM-1 31 8, dated December 1, 20110 signed and sealed by Jerry Jecofario, P.E. as per ASTM &S. 2.1-8111MUCTURAL ENGINEERING CALIPULATIONS: On 24 Gage Galvanized Stee� 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 Tiltsool, Inc., dated 12/18110 and 08/27/13 (for this revision), signed and sealed by Walter A Tillit, Jr., P.E. 3, MW5MLE IMPACT RESISTM . IME Large missile impact undersection 1609,12 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201 - 14. WIN-D LOADS RESIVANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets S 9, 10, 1 1, ' 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing �o� 20-17.5. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, M 1 1, IS thrii 16 and I 8 of 18, of Product Evaluation Document (P.E.D.). drawing No.120-175. �24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-199 Standard. MLl]D=,VVALUA1[0XRV09TN0� 20-M1,01 a 5. INSTALLATION - Installation shall be performed strictly in ac.cordance with details indicated on sheets 3 thru;5,12 thru 1 8 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, 1 6, I 5 and I 8 of'I 8, of Product Evaluation Document (P.E.D.), drawing No- 20-17& -6-MATMALCHAFLACTERIffKSAND SPECIFICATJONS: Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of I 8, of Product Evaluation Document (P.E.D.), drawl ng No. 20-175, A ncho r specif Icatf ons she I I be as indicated o in sheet I of 1 8, of Prod Lict Evaluation Document (P.E,D.), drawing No. 20-175. 7-1.1MITATIONS AND CONDIDONS OF USE: 7.1. Shall be strictly in compliance with General Notes:No. 1, 8 t1hru 14, Indicated on sheet 1 -of 18 of Product Evaluation Document (P,E,D.), drawing No. 20-175 prepared by Tilteco, Inc- and signed and sealed by Walter A. T-11111. Jr_ P-E_ 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as cofinotfon section 1G212 ofthe Florida Building Code. 7.3. Product shall only be installed into poured concrete, ooncrets.block, and wood frame structures. Product Evaluation Report prepared by Watter-A. Tillit, Jr., P,E, (Florida License No. 441167), President of Tifteco, Inc. (Fl6nids CA-OOM719). wAnu_ D'�TILTRrOADMON RECORLISk?, E. RE GALVANIZED 87EFL STORM FLANEL�CIRWGA 1/4. 2/4, $/4, 4/4, 5/5, 7/5. *1W/10, 2W/10, SW/10, 4W/10, 5W/10, 611I & 7W/11 +6/5 _�" MA)(__ -_ ANCHORSt -FOR CCMCNEIE SEE SCHEDULE ON SHEE`TS 9 As 9 ____ -_ 3* MAX � I 11 MIAL I " WOOD SEE SECTIONS ON SHEETS 10 III 11 I I' MIN.�, I __________� — 0 a ; v 0 ___ -I--,--- __1___1 -------- --- ­­ --­T------J I , I D�M.,(D.0,0-111' ---!_­1_____1-­T­--r- __711_7� ,,--"I--- I I , ) [­71F--7--T­ 77 , i I I I 0 � I � I � I I I f I _� I I . I � I I &-(�)� 0-@ - (�6 1 1 i - . i � I I . I I I 1'�_�, I I I I ,a � i 1 � I , ,7 I I I I I I . � I I I I i __1___,_______,_­ " I - __ i - L.- - _ , . � . , /1. _1 , __._..,____ __ , � I I I S � Q 9 ..]__ X, .1-11-7 ,� I - ­, r"- ­­ -,--... il I -I I __ -, — , . � HI -] � " - F-p - ­ I 1 -j; , 11. — F � ---I"-- - T_ I _1_l..___... 11 I ­111 ­­� __.- �' I ______�___1, ­ I 71 �� � I 114� _i_�____ . � I f f - I I � . 1 1 � T­.- " A - I I I � I I I - i . BOLTED PANELS W/ i/40-20W 1 15, UNBOLTED PANELS I _,� 1 1 1 ------------------ (SEE SECTIONS AS I ,,;, �, � 'MAS, SOLT W1 7/r . 3/32* ;1 APPLICABLE) NUTS 0 Ek OVERLAP � V' / I I I (SEE SECTIONS AS APPUCABLE) 1- , i i 9 __ _t !_ 1_1 A]__�_ -I',-- . I 11 � "i- -A__LI 1 __u 1 I; - _- _�, �_T­l � ,, - - - - -_ ___.11 F. - - - I ___ - - __ [___ � I "i i I t I . I � � ', --- I _T J-11 T T I - I � EQ J 1, , ! I i I I- I . � I I 1 1 I ; i 1 1 I I 1 I I 1 , � � I 1 1 i � i I __ I � i - 1, "I 1-1 � D.M_@,@�@- ­ �_ , �� L_ _d_i ... I 1__1 __ ;�' - � 9L JOI L -.- 41' 2 I � #_�_i_... ,,� - - 1 4 __.____________ i__ - __ i @-(1).q)-@,@-,77"__7 1/4, 2/4. 3/4, 4/4, 5/5. 7/5, �r MAN __ MAX � i I MIN, t '� MIN. ; IW/1 0. 2W/10, 3W/10. 4W/10, � 6/5 ,I 5W/ I 0, 6W/ I I & 7W/11 L---,-.---,---- ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS d & 9 FOR WON SEE SECTIONS; ON SHEETS 10 6 it ___ * ______ ­ __ REULAR STORld PANELS & g ELEYATION 1`11.& CAP z6r W OVERLAP -1WHOU! VALLM . , I ._J �, . � I 1, I/CK\ /� /W\ /ow ' I I- / ___ \ _Z ___ N / �, __ 1/4' .. �, . 1­11 OMIT S�� I It 4 MAX ... \-T-/ � MIJN� \_�� Ui " . I .&,,� � Z--,N ,,g�!�_ � - qff 4t.'- " ' * E N " , I? k FLORIDA BUILDING CODE (High Velocity HUT -cone Zone) .1 `* 1. voloa Turtatt. W. FP A#` *' * . 20 GAGE 0ALVANIZED STEEL STORM PANEL 67 *1 _ . DRAW W. SECTION A-05- *: %. * - I TiErEC�"___ GLOBAL PROTECTION PRODUCTS, U.C. "=' KY's. I '111� 1114c, S1 At- --- , . ow Nff ' . , A N 1. � - NOW, ORK)SK-15451 0XII (ft4"-WM 20-176 .V�;; ....... *'** a�_L.3IK71__*`A,0­0eR -1 ORMANC, NA! A%. � - . CA-0001,70 I A - I " - , ­1 , !-I i, - A 2 - � - ge I M IS ifz "''. I -4-` (3) (1) C_ V) -0 —M > (3) r- ` 0 L_ (1) L_ 0- C 0 _0 0 (L) f_- Q_ CU 70 L_ 0- . 'Ey) --I— 0 (:L) — Cn CD t::: a) -0 0 0 -0-0 -= r-_ 0 2 0- — = -2 (3) :,3: = Co = 0 .0 N co U_ ,+_ 0 — M > (n . — . Ln a) U) " _+-I CU " 0- = �- M -0 110, . = _+­` Cf) ca. < a 4 Z Z W mi 00 ( -0 �= a) -0 " :�, WJ �__ �� CD A_ .= C,,I cu r� C= , C.3 6 =L. it�, M CJ C:) _E C�4 "M CO �.< LA_ �� ca- .!2 1=0 = - (n _0 tr�4 = V) 0 = ca ..X - - -- W :29 � - - 4V ca. = . L" c. - = :� �; _= a) Z� 0 := = 3: M - -:I: � M .�! CIA .= = 1_1 4) > a, c: K= .!:: W zo. =� I= I - V) a= = a M JO ;�: 'LJ , C2 �10­ ______ - ------- - _____ -_ INSTALLABON DUAIU FOR REfiULAR P-ANELS01) & Ik END CLOSM DEWLS fM INUNIAM IN MM 919M INSTALLADON DEJAILS FOR BEGULAR PANELS(I A (a INTO EXISTING POURED ONreRETE OR fegNCRETE BLOCK 51SUCTUREa Mm BLUX 98 YM INUALLABON DMILS MR- REGULAR PANEU & , -* Oft AAAAMNATE FEMALE 1% COMO" ANCHOR% .11+ YAUD POR MU& UFE MEM M U KW ON PARL 2M INTO EXISTING POURED CQNCRETE QR CONCREIE BLOCK 5TRUCTURES INIQ EXISTINrl POURED CONCRETE OR CONCRM 13LOCk' ST 119TURES CONCRETE A11CHORS - - PLO% OR Cr W-GW I 901%--a I - CIVIL $01VA" ON =01EIKU ON SHEET a Alk 9) MUM., .) I ,., I" I ____._____ ANCHORS, FOR CONCRETE AFT, ScHSOULL ON SHEET � -_ _ - COACRM ANCNORS - SKM 4 r 11 I � I ... r__V=RERE in CONCAVE i_7 FOR WOOD SEE SECTIONS ON BMW i2 I , 16100011 4) I . A BLOCK 17--ri CONCRETE BLOCK 0 =C=8L= 2.fir 3* M.] Cn -41--a (SEE SC"WAZ ON----i . = ­=.,0H -, \ __ CHOW , /2- � -'i * 1 ;31 At- cONcRM ANCHOW; -C.D.- QUIRED __ - __ __ I y v, kv 1 REOUIRM REQUIRED, I REQUIRED 1'. ,,, (wK ameAP .1 I' wk..! n i- 4 1 =1=1__=_� . ___ A. I i CONCRETE AM-OR'S I- - VALM I 11111�t I 14 oft sm : I ­­ ._ 9) � EWING POURED M.90:0.1= I � r f= ScHrov" on I I- - 20"ORETE ANCHORS : ,_ ­­­�ii,�Ix ON - " a) � ­ ., c M SCHEDULE ON I I I P-- wu I I CONCRETE RVERAYS105, I' W C`W1WO POLIM I - I ; � � 54M 9) � I i 17 I . -11 , -I � � . 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' i � CONCRETE REWRE55, , 0I.0 r# GO= - = - I I � = r I I I 1 : �, I i OF %! , L " LL I � 1 on I I — - __J t--w ; � 1 . AA I Lu I I I .., I I , i I I i i I 1 MAX . . . I 11 , �, _1 .) - I � I L I . --a - Z i I � i - _ �, . 1-1- �_&-% � � CONCRETE BLOCK ; . � ! I i Ic i . � 1, , - - -+--a I .vr i __13 1 1 � ,I i! I - 4��.. � , . 0 01 --a � : . 9 _�, r � ., ; , ,� ; ! - -:1117-,_ ,--Ii . , ��-�� . I I I REQUIRED. . , , I �' : ; � ; I t - M , �L I . - � I It i I %a scHm" i I i vvemsTutl A View SOO , a i . I , , ", 11-1 1, - " , i - i , 0 , wmecra M ,/r PCL I I _J "��,,,� i ,,�,N, . ;� �_, I � I �11 i -0 9 _J ,� Vg^ im ; , :: ,, ! I -. wn i __(D i � I i L - -4-i :3 ZAAAITIAA i wcAAA . �L! , 66 fte i I 11 i f j ::_:jA.,_ �:7 'L -- �,7 - - ­ - hl� - � � -_- 7 - 7 7_7F __�Io , � � I 11 � — ; I I 10,19"w— , : , I , , , , I j % M" ! _". I !.I ! It M51� t" - � I � 1 � I � I ; J I � MO, I IFW WA, IMIAOM - 1 01 I I;77 , i i � ; NOW" M I I a' 11 � , I � _�. ` I 11 __ ;t > � � I I I , - , , i 12 =V i - �, ", � , � ! _11_� "I 4=11 1 t " , � -1 I. -,r ___ .20AI. 1 t­ 'W A:Lr, . ; , I- i ;1 a 4111, i i , f ,I I I . 'L� W."I , 404LA&L I 10 �_ - i ik,tow I twaY4) jw- - Z 1 ,I)TA � g 0 �_­­'$ -­ F - t:�- -_ ='-:�- I I i . I I --- 2 I "!"N) I =-. - 1 1 � 1 11� 1 1 1 " , oll"11-i I 0_1�1 ; i - - --,--- ! I 0 ___ _I_ I C, I __ -.--. - I I . , i � : " � 9 . - i - i; j i � - , i , , � I 14 , i = I � � ''i � � , '_ , 11 N , , I =---,,-L -- -A L' '- ­ -1 — I ­ , � . , , � , , , , , I , , , I - _____ - -, � - I - . i � . , V, ­ I _07- - - - - - - ­_ ___ i I - i Z' *',7�_Ar"" 1. - 14ft, - - I - i 1- - — :, � _,r� I ­__ ­� - - 1� ;­­­ 1­1 - 1 ___ -� 1;� _; r, �r 1­ WX - , ��. . - - J-1 'T'J� . i I _­ - I - ____ .— T ,WLY. � � %M� I I A. I V. , 46 ,/.,*_�. I I . . i�, i i , , � L �, __ o- i i - - ---A --- __ = . r - " I 1 /"­20.1- 1 : : i : . I � - " -, � pours W/ -, I I . � L � 1 L_____Me ON 1g,w a IA,,,;,,- - - : �9 I ; I . � , I 1 -,@ - i 8 ! i I I 9 ga --- I I I 1. � I � I � 1 c I I I 9 I i - lr,� PI*It ! i � ---I-, L - a '_ � A. - ­T__ I t J , ; 1 � � 1 1 ; 1 &6 1 W". To GLASS i _ (D-0-11 -----, ,I, I ..... L-"-- I , - ­_ i I * � I ! ­ ; � 1 � � � i , i I 0- . 9 i V� I I ;X, I . , � g ! I I i , i 7T. s0AAI%ATKW I . � I ;; t - I 9 i � - IMA-__ , I A � ,' , � I 1 1 � :, I " I � 1 --(D <D /_11% ,� I. � , I q �' I I I 1; � ; I 1 � , � I � I . I . -aw., ; I r i / \ if _,_________.__1 t_______.,___ I I 4 1; i 1� !�i I i � i � W - r3.Z I.___.______ -i- 1� il : � :� ii I � I .; - I I I I I t I A, ~AP o/I I - 4__A____ __ 11 1, � ' I Lf­ W"M � I "" Ofivemo I -W - --� I I '-g 1 � 1 4 A; !!,� I I , I i2 Ilr tm I j ��� I < 11 Y0V . " I I i 9_1 Ili 00.1-1, 9 i I I. - -1 � ;9. A --wi=_ *� T -----"--- � 11 . I .9 OP. i I� If, - . @� ;_ msroo 11 I �,, . I I '='%w V- 1 ", ,I _-, A*vw E.6 ]� � ­­_i'1111, ,'-'I,' _, I - i 11 � � - I 7i�i-a.- � M ��p I,. i I /----� �1_1.oh - I 1 � - � 1 ---I--- I _16--l' I, " MgN,G,CA0.WV_ �p i 44- � I, I � .111 __J CONCRETE -.- I I � I ! I j � I I CONCRM BID" ;1111 � 1� I . '_­ _ 11 P, � : V., _� �= ! I 5= ; i " . � fr I I . - I MP.. - ! ! I ! __ - __ " a" 3 14..� 0 wro At , CONCRETE BLOCK ,\-/ W=== - 11 . CONCRETE BLOCK ; , REQUIRED i L. J . .. ItA . - _A REQUIRED. : T I � I I =� ..6ogo I*". .I I V-:-: [J& ; I 1�� r M05*4 r I I f, I , - - SO% - %WH I Or 'L' -� V M_, 11 ml,,., I - - --�Z- ',NN----:,�- - r POURED E.D. I Z � I I . ! � ! I I : 1 SOX ". Ifir, I __ !-��T� � L 1\1.11N�11_,�, I � l I . CONCRETE AGA . . I I �', I - 1 � I I - MAX - , I I of 'r L a) _L : �, I I T --I' * , � I � i Q&K&��) �� __ (I ,A, L -----' ­­­­ ... ANCHOK FOR CONCRETE SEE SCHEDULE ON SHEET 9_­L_-_­­­ ­_ =3 � LL .. CONMM � � ��f�,,,,��'o � . V, �`,�`1,�,�r� ,,� 1 1­1­ ' , =?=!Dl­ I_- :11 I � 1 EXISTING P - i � -, 11 � � � i — P-M] , ,�', " I I- UK ,1 DURED 7 'D '�, "%a�7") a � - :", _* m� I : � a M14 FOR WOOD SEE SECTIONS ON, SHEET 12 1 CONCRETE ___111____1__.__­1 i ;� I � YA-ftvw� � ! I i �, I � i -0 , I � PEOUIRED, � - - - " _e%­ I I I i A 1 1 , 1 ". 1 T -, , E'r , � : I C ; � CORD ANON 1, L------LO. -- W "Na"I"'O'MERE 11 - � I CONCRETE BLOCK I �; _� � EL , : t I I ED, f�, 1 � CONICAM ANCHORS " �_ , ,Lr, OORDRM ANCH(RIS I I �' ­­� = . * i � . I REGULAR STORM eft'.9 - ROIL , ANCHORS REQUIRED lIr ...Aot ;... 4 � � 4 � 1�& a ELEMATION I . --- � ��., - " . I i 11r = : i � ISM SCHICIMAX ON %*rm a Roo" -1 0) . 'S a YHROtIcH - I , I , SHEETS 9 THROU0. 11) CAUi-PI OR ANNEUM - , � "I , i a', I SMGGDM W/ SAO Cm SCHIEDUIS PAY I- ...,L (SEE SOO" ON � , I (WE SCAQ - - li ii�FYA..*_ _IMM'. ,w-..=.- !A_ --AV==_. : I � I I �� � � i I 0 --- I � , 1 ! WWS a THR&" 9) @O -- - (1) - I E W.111" � I rl-/.�: ­1 "I .�_ . i ; I ; " FENALE d) AND MTUAA1_ - CONCRET � , - _*`d- " - - - - - . � _L - - I LE� - 5 ! � : 1/4, MAX CAP L_ " OR OF YAP-W I r E - I - _q) � �__ _1 . I - I -1 A L . � . I I / :� , - ' OWE so 11�1_j P 7 .300*1 , 2.07 (M SOIECuLes 04 E:GIAET — C.4- . , Z�. " I I i -t '. : - smm a * 9) _W0375 a THRIXAP ir . . I i ; . I " BUILD Plaa I Z , RA I � �/ ==:r%­II/4' .." -1 � , - �,___ .1 WHOLE "A" � I - I ,� . 1. i -1 (MAL "W"An I � W.. �J�e,I*-20.3/4* S,S� HOLY ViALL MOUNTO "JUNG AI&M MOUNTING auu .-M NG ALTERN16X SUIP OUT MQUNTIK% IOUJING �DAII,l � - _�, i - I ; W/ 7/8.1132' YANG NUT , I , ­1 - M 0- . � - I I - � 7- - -- I . - SCALE "-I' . . i . � . " 0 ; i CONCRETE ANCIMORS; - �� - �=�_ - - - !X-�J�_-_C, me i � 12 1�2 oc� � f N&IML-A 1119U951-2-1-1i I ,X,A) / _(L), V Nz_�;_,_ �__=�___ _:�' �� SCALF.I/B-1, , %F!�E'A SCALE 3/8-,. W%, A N.19. F, �— MAg"t— we, 1� 7i'll 711�_ 1 1 ! M=,w it -4 I--, I ­_­_ __ - __ ;L-,--qMCME ANCIRVIS STANOtM I ) conordETE ANCHORS � MT) 1/4� 40t !,a (D I . I - I _____ mom 7 '' (SIDE SCHEDULE ON � I ED, - EDGE DISTANCE . 1 M. M_ W/ STUD (SEE SCHEDULE ON SHEET 9) i 0 1 V F-D. - EDGE DISIANCE ,�� --Wc*L * ARDY I' WOE x VAAIES A ­1�8'_ (SM SCHEDULE ON i 7-0 MY 6 i SSW 9) _3� SEE SCHEDULE ON . Twx A,LUM. TUBE OR L` A , . I- - I . ONE Do =ION A -A ft)!PQ U) -,-, - - L- ' � � r - I I _-MUM401%; ! A., I IPT WOW PLATE SPAM SHEETS. 8 & 9) ; I MEYPON) _10214110 001, ac on _i,_ ON %ff - 1 --q) I I SHEETS 8 & 9) � I '.1 I /---= I I NCRETIew OR ANDURIC), REQUIRED I . SCALE 3/3r�t* M I TO =1 1 6 -, � -1 * NEW I' "DE � YAM . 1/0' 0111 � I --i@ A&MARED " I I N= EN =MWH0Q&.oE_V.0=1 - A-1- - ...- ! I � fL ­1 � AUUM, TUBE OR I' Ir VARIES I - , NO - I I 1. UNTING _,�_W - In i 11-1, 4%- 1 T � ,,, ,R.T� WOOD PL41E SPACER I 'TOP & BOTTOM MOUNTINCIS CA14 SE I L. I MUM I BE I I � J ISOMND TRAM I i i COMBINED IN AKY WAY TO SUTT ANY C PM) IffmT I - ", A, ;� I CON �i . I I ME SMAM'" 0. I MIAIM411114"sk, TOP III BOTTOM MOUNTINGS n OONCRIDE ANG1411ft , I INSTALLATION. WALE. 3/8-1- ,, - COMMNED IN ANY WAY 'To SUIT ANY I I ..... .","I". SCA�foUh)AAN � i. . I /;�--n �14 - INSTAULAT[ONL ION ) I I _tRACK C.M. ­ � A, - f­41, _ Ui ! I -4 �_ - , = 4 -­ ---. 0"s. K t 'I, :.- . . C_ I I I . "�..M - ... ..... ... \11� ,,q-�\,�'_ .., . I'-- - - , S .:�­Ei�*11�! ... ./ 2 , " � -1,140 POOR - .- �7101_ FLOW blocity H . C'Em ,.�Iv FLORIDA BUILDING CODE Jife Velocity Mu cons Zone), P _ W,,cct L"M Me, . " - . DA BUILDING CODE (Iligh, Velocity H cone Zone) - I Ifigh" EXISTING POURED, i : , ,:It ", FLORIDA BUILDING CODE LN19h Vill.,11t N. e Zone) I , , CONCRETE 09 - MAM 1� - 02M TILYM W_ .1 .* V2020 110mo, or < �, a : -= I CONCRETE BLOCK : M To RE , _,'��_C.011___ I -. � -MMI, 00" .� 4411j7 "� I rp - . 0 44167 *% 1 F.F. zwa� " -1 a *,* - q4757 , Aggino xTECO, INC. I'P. 20 MIDE GALVANIZED SM STORM PANEL ., N 20 GAGE GALVANIZED STEEL STORM PANEL I �', ' 1 20 GAGE GALVANIZED SrM STORM PANEL OMAAR w 1 P21116- RWU#tW, TRAMI1 HNNIL � 91 NO ­ ORION ON, SE = . oft" W, 2: I , * * X�, =** ­1 F-M - EDGE OWANCE a *.'. ' _*, rA-t*t i *1 - --- GLOBAL PROT ANPAW fii;ft�=X - I * t'Ej �- __1 . """ ( * . _1_1 GLOBAL, PROTECTION PR=CTS. UZ. 10/211120" SH ... a ) ) ECTION PRODWM U.C. - �__ GLOBAL PROXCTION PIRMUCTS, LLC. RATE. SEE SCHEDULE ON TOP & BOTTIOM MOUKTINGS CAN BE Z., 1. ts It I _1 _S %, OR- ODE- %-�,,-. S 47E or. - f Z COMBINED (N AW WAY TO SUIT ANY -:> "M SAN, 5, SIRMY MAIL EM SEA= MO _A -1r. CA.... - --- ... 11LIECOtHe SHIM 9) i'l.- - I Z CLILING ANP ". ,-&, - CO IN.. , Q�Olt - S.W. 61 SMOT - �i� Z — III - Fl_ 3MIA 20-176 - _k ANY AV*L F. =4 ENT TO AC It 7RIO, I rv, -2--,-- IRLUT — . u,A,AAnIoImMI C*~ OW FL� =14 20-i76 INSTALLATION. t., o".. WAMN ZA _,�_Wr_& =W6.004or.l. P%OW- MA)VII-r-OI& FA)I, M64)Mg-M7 3-176 BQMM TRACKS ADJAC BANDS r_.t!!� � ­ - X. .. A. W=Z.tW­.=. PlailE (1154RAMI-1541L FAX OU)W"W .1 gfi M IRAN-- ­1MVI-1.1 % ��Y ... ..... -as, .0 M*11�11Z'. —C=-u-, PAMW_ ("-Jea�7M. Fft 0"I'lego-am - - , ;/ < SCALE ,3/8-1- ­,� oz on"M W. I . . . . . . ­.-��:*�_,J h V - � Ow --I- - 1. . am ­101 vo,;, i _. _�. _. �__ - - _ _1 - .. 11 - - it CA­6WVH? ..I — - MR." *� - CA-00010MI 111"i'41,11 - Mom ft v%,'A,1,t VAL I%W-'---- I writ A it" t,l!r - I - - NNW�Rg,A,A11JRE/rAX 2 . ==P.L - - , ii, am;g 11 , I - I - . I OF 30 ft4=111- rX, 5"M a W 29 __J I :�,��_ gi'm 4 OF a Into I "I I " j=b I - --L--= .. i 411 I i - IL . SHEET NO. SH 1.0 SIM a WAII AND ELOOR MOUIll IN$jALLA_TI0H_fa 21A EANEU C: WIWI ar m� tw Co. x V_ A IQ; PIL NIP WAIL I V-19 OUT _W O'll ob.*l Will III Wil Are It it W111-mm ELl SCALE MEL, u) E-1 M SPITS A 24 W. AOA� I� 3. V-1 NU`UoN VAN (I REQUIRED ml�l DUSE MU14ION - Ic "-,. 2'. 3'. I/r - _� * �-W V- r� 2. -V 1/0* al,!r-r TO 01 > V-167 In W-0`1 2'. 0' A 44167 RESSUPS RATING Bill BUILDING CM (Wigb t", ORIENTED Ikil W_ 20 CASE GAIEVANIZED STEEL WAVE 3/8- 1* GLOBAL PROTECTION PROK Nam MULUOR CAR BE All STORM POW ON TOP OP BOTTOM SMT IT 4 AT TOP 04 BOTTOM Of OPENINO, IL VC 0 Inc. smw Al n. 103!1� tow PANEL OPENING W/ TUDE TOP & XTION, X P"am, jW)sl "' IOU F4 WAAMNAtoff"DiAll �­ '77PA, N.. 013:1 ­1 . = 101or, - INSTALLADQN DEJAILS EQR REGOLM INTO EXISTING WOOD STRU01M PANELS(b & --- - ----- --- - =41 ;< 2 M_ rl* WDUMIN ALHAMIN ScAM I&I - I* Bill MOUNT! INSTALLAGON - &URM1IYEjN "'Ar- Mier - Sol 1/A* - 11 -1 rAILINGA WA" A ELM "MN WALL MN71 NsTaum - Alt RIZALIAMIS - ALTERWIME.JU (SECTION AT TOP IS UUMIND TO +,WS-67.0 MAX SCAM I'/0 - I* X". DESIGN RPTING) $CAM Ile I' I PAM 4�w /-W zMaW.M." __ NZIA 1. INSTAI ARE ONLY VAUD FOR BUILDINGS WITH &S.D, DESIGN LOADS UP TO +55�5. -72 0 PANEUS LENON UP TO W-S', P C6sl 2. FOR NEW WOW F��E WOOD MEMBERS TO 6E SOUTHERN WRIDA BUILDING CODE �Il :iI - "Ovity'nu no zone) IS- - ----- - tP. ME W. Z IN/ SAWC DWITY oF 015 (A EouAL No� 4167 20 WE WARIM STEEL STORM PANEL VIA" of'. TOP & al moul cm BE arm/km GLOBAL PROTECTION PRODUCTS, U.C. DGII :11". Mal C 0-1 �1. LT vol, sAr v $TRW Twit WWA 20-176 X COMBINED IN ANY WAY TO SUM ANY INSTALIATION. CONORM AW."Alls COWARM ARCHMS 1�1 ON SIINDI 0 SHM 11 A& till 24/4, 3/4 Go 2 & IW/15 %/k 4/4 PI CONCRETE I No P004 (W PA (END PARW STUD 0 111 ox, k*/,2 W 02 TO Oer Z/.4) TI-TT T 9EW=14 POURED Col I I I I t I I[ OR MPIMM I I Jill I L04A 2A 21/4-3/4 at 4/4 1 +1. 2� & 6/15 1­104, IW/15 iTERl LOW" ON in WITY PANEL AR _f LOCATION - LIFE, (SEE AM Is"IN) 1A =,O A/ SA" W -0 REGULAR TW.K$ (SISE NOTE I ­4� LAST Doll .11-.VTLI RUG 'T MGAIV�W_L RUMI OPTION Al FOR LIFE SAFEI ALIll TO III INSIALUED OR REWOVED FROM IW" �m ",v -,' Cc" D:j OF SMUCTURE ELEYATIM XMIING ANQ.EWWAQIl SCALE 3/al*-I, SCAM 3/8' 1 SECTION 2 SCALE. 3/r go.-? 1/41M.. RIP, ON, 3: T. OFT Sll SITIRIA PANEL AN END PANEL (MIST OR LAST PANI W BEPOEEN END OR AS AN INTERIOR PAwLCtAWWFA=q1M0 P NWPARELS pm I a rLIMI mi UM SA", PANELS MAY NOT BE NOTE t, MAY OR WAI ADJACENT TO R& W OR All REG" TRADXS,) ` E OfT PANEL CONSISTS OF MOW 0ALVANQED STM STORM PANEL AS PEA POINT , SIW, 2 of AWNS, SCALE FMEL M_ ITSELF TO K RMOi OR M4TAl FROM THE INSIDE Of 'Okill TO A Iw TI BE Col AS PER swu 2 OF 5 ORMANC, ....... .,­ COMPONENT BE INSTALLED WALL OR FILOOR XTE0 FOLLOOING SECTIONS I 2 IN THS SHWi AS WELL AS DETAILS I a I ON $NEET 14, FLORIDA BUILDING CODE (HIgh Velocity Hu no Zone) 4, 1410. S(n� FOR COMPONENT 0 IS W, AM. ANCHOR SPACING FOR COMPONIENT WAMSOPAGE AT BOTTOM IS, Dil ON TI We SO4EDULES J)k Z SHEET 14, a 20 WE O&VAll STEEL =0 PANEL COMPONENT MAY BE PrAKANEND OR REMOVABLE- PIE, PAN ft S, SEE DETAILS MR INSTALLATION INTO WOOD fRWE RUILDI ON SHEET 16� GLOBAL PROTECTION PRODUCTS. LLC P7/4w1T1" / TILTE C 0 �,-. tt SEE Cl 4 rGA DEW APP1,10WE TO TW NECESSITY FOR ME W&VITION (W 20-176 SFACEIM AT TRACKS IWAUM ADMOENT AND Ort= TO STUCCOAVOW GANGS, "IN fill POWVAT IQ Wu wei migg-itijuni kill a Z ;a-vi ""Im-niml *VXMN Dell PRE"Aft WAl NORM SWW MR ED, 1,0Z tIA-poon --w-G" o"I W Ili i!! '15 -1 rl ON PAWL v ll ommRmi ro"'Am OUICK To col OMIDIPM 04CK To ONCREPE coarm III In pOPORM, eciortnt I :I, I FIVE _.tLc�_ WA X/A Al r Ir or e WA WA Ir WA Ir MIA 9' Ir WA N/A Np, 4^ K/A 2 (WTW +DDI -72D T W111 WA XW_ mix NA fr r MIA I&# -I 71-D� 04 ton POP) 3 tou"31) III M/A N/A VA or N/A WI NA DOP), WA 0 0, 9, 4 a I (WTRDO WA A/A 12 11r A 0, i� IW _r I ,,,v t a 1/v 6 Ix 6 1 Iv, 5 sm 'll 14 1 It FOR OKilm M & WWOW Am AWWNI :=011117=11V WRIUM ANCHOR III vok CM izz 1) 'M =- 004 "= DIC IACTORS, M no Olism"IN 10 Or pool WMADIVIVA40" SRNI W IR III ThW WW" ffil MGARA MR VIM 00" VK AT A101WAS Lel Aimm YM X. t UPON o" skall A. Ml VW4 III -SPA 3 110 I'm 1r_1 MA.M.. Z -I E!ANEL3(1'1 Q W= 32MCNIRE5 & JA AN LOW,$ kil V-*=" 4 No v W.0001, MR AUL WONS UP T7�7­` To ED, v X Cq. 00 ED E0 __01 I =Tom 10 Move AL15" IN M SCHEDULE Go S�W a TO MAW MR NO, Ell 44 SOL, MATI NWO OWE INAWl 114A= (a UPTO e-**, o- 4 aw rw am OR FDA" p Do AWENI am 0 t2 1,w o. c, Ill I I/" Sol A THWAM Pbor al"I OF FLUX, M RIBIM fillau"Ure I ALIAM COWN ON 090 - Mas NOTE SHUTTER 7RACX5 W SHOW FOR CIAW SCALE 3/11 L IMST&LAMNS ARE ONLY VAUD FOR BUILDINGS AM14 XS,M DMON WADS 'v,,,E"4`3,x BUILOM UP10 PSF AND PATOWSLENM UP'fEi 21 FOR NEW WOOD FRAME CONSTRUCTION; WOOD UMBERS TO at SOUTHERN PINE NO. 4 W/ SPECIFIC DENSITY OF 0.55 OR EQUAL f FLORIDA CODE I Vel,*X04y Nu 20 OW GAILYAW10 SUL STORM P"a cull zorl DOWN Ft 7 0 Me. 44W SA % ILC 'Ar ft oyful 'TOP & BOTTOM MOUNTIMIS CAN BE COMBINED IN ANY WAY TO SUIT ANY R�13 A V f�A , A� mow-, I 44MA, fft "XI 2G-176 INSTALLAXICK ALTERNATE 1 ALTERNATE _1 14EAT" 1#9 At AT EW PANEL 1110 EVERY ver +*� (,An 31 Mil (CASE P STUDS 10 EVIDIT OVERLAP Al".021 IV 0 0 1_�- (WED OR 7 ... I ... -to PANEL Ile OR t �Wr OR DIRECT SPAM SPAC010. ul ua EWL I ; WALL MQU S I DAM- - 3fir - 'r 'AM 614 N, UMM -1- el"o ULE 2) MAXIMM t ftCd NOIN MAXI I Will I k4AXIMIL1161 PI DESLQN EIM"' Wa &NO CM3RQHt0M QVIE SW= I AWX1 �__ T__ DII P, Woulum ".b. __T_ UPCW WUP-W P" OAWIWvr F0.011 0 P I 4 3/e Wool � m E.A. ZoIC -tip ol r or ""a t-Li W-M W N/A I t/A_ 1 2 IMOP) 50 ol FOR MCNI TYPE & V"* POP 015014ACONS ATO WOW 404W ANGPDA SPACAM AND JOHIPUM Ma ==_.A. t ON solfew RODOCtIANCHOR SPA04 In WATWOVIO W%OW +WX� -72.0 __L)'A _11A _.�/A 7' a. r o- 1. 1 (0mol r-W OR LESS 910ITSf IM TOLLOWM FACTORS fOR THIS OPSIARW 10 N/A N/A N/A III " III' WA 0' All 1 2 (TOP) !_ NVJM MWGW MANED LOW P&M P44L WIT' HE W% I�AN POICATIO fOR OW 09-MR 14K AT AN04M LOCO& +85.0 -72,01 ir 7 1/2- Ill - - I W-0, 10 " - � AND" Ty"Ir I D* x top) Ocol o; Oil Pula "I +55.0 -7910 I ,71-fr To al-r Ift *CKO VA04 W A 3 E�3 IA 4 pill i (srAP a W IN, FM IM Cox I Sol 16 r Ao,'"oo or 70 Al El LENGTH TO To 'APA001 - - . 71", 1 3 I/r 4-492 -61A 41/1- �-v ON, I= e e 2 Ilr -- 4. 3 vr 2 WITOM) 2 (SOTTOW r-o� OR LESS, '$*-V OR I f No, 44167 +55Z -724 1 2 (Sl f -r-6'10 8'--0', S*� A I "IDA BUILDING CODE (ifigh Velocity Ifu Atoll Nu me Zone) r r coww) AMuA0-_.d1 0200 To INI At 90 GAGE GALVAll STM SIGN PANEL M cum eyi ` I LIE C -0. GLOBAL PROTECTION P"Oum ASW at SAW ,Lsl awft (Wilo"I ft 01M)"s-al CA-VM)lo XWUM 'All DOWN RMURE WIN . . . . . . . . . . . . 11,11111, 11 -1. MES MR 0 ANJUdIA Q INSTAUAT-IM IbI1Q NO COGRIM A-MMEtE ILM ==RES (VALID ONLY FOR PMELS C& 0 INSTALLATIONS AS PER SECTIONS I -THIN 10. ON Sl 4, 5 & 6) WAXNAW AWI PA04 034 M - 3 IA- - A -to., DESIGN TOM CF TAP -OW Oux-N, --To= NAMMAIM IIII W PANEUI PLUS SOW $17 )PPUONILE To SOCTIONII If III mm" PANEL all 'All TO MONTE coloomr To TO COW.ArTr CONCRIM To WXRM TO CONCRETE To, -in COMM TO CONCRETE 0I TO CMCRCM 70 W"Cl NN DiMaNOPTON tValIN -L* ULj OF Il mom WACK BLOM, 14/A N/A III N/A III N/A N/A W/A I (FOP) _N/A W/A MIA I (BOTTOM) N/A N/1k N/A 1. NIA N/A a, NIA NIA N/A 2 (TOP) N/A III. WA All* 2 (BOTTOM) I-ZS�s, -7ZO WA N/A N/A r All /A N/A NIA NA 4 A, 4 (TOP) TO, W-15" OR LESS N/A MIA a" __!O;' A` a, 6. MIA N/A 3 BOTTDAA) N/A N/A N/A 0. N/111 III N/A N/A N/A 7 VOP) N/4 N/A 11. 111 6" 1. NI/A 4 * 7 (BOTTOM) W/A R/A 12 1/2- 6 Ile `4 1/2- 6 1/4' 6 1 0 1/4* 6 T/r 6 1/4!' N/A N/A 6 (TOP/60"Cl 4-50h, -SM N/A N/A 12 1/2* 6 Ile I.- �/2' 6 1/4' (1 6 Ile 9 1/#' 6 1/4- 9 /A N/A .6 MOD/001MOIA) W-r TO 11�-I' +564, _72,0 V/A N/A 61/4- N/A 6 1/4' N/A 5 1/4�' 0114- 6 1/4�� E Ile I __F /A 6 (TOPI Ol W-r 70 11 N/A N/A NIA N/A N/A N/A N/A N/A 8 1/4- 6 1/4' 6 1/4- s /A' t, 1% 10 (TOP) +431L -40D e NIA N/A N/A N/A N/A N/A III I.- le 6 1/4* a (BOTTOM) OR LESS 12'-41 OR LESS 4- NIA WA O/A R/A N/A N/A 1. 1. 15 1/4- 6 Ile 9 (BOTTOM) 1 N/A N/A N/A N/A N/A N/A NI 6 1/4- 1 6 1/4- 6 1/4� In'(SITMIM) 25) SEE Ml IA 11 AM 12 FOR M04145, Tift A SPACING 0 Weloom EDGE = ME REDUCE AOCAM W NULTft'mW SPACING 9NOWN ON 90DIDI Dr Ifill FOLLOWING FACRAts, POR r1a OPERI'DON I; RE pooll SIRUCED SPACING Ool mWo, ncm nALL W Ill LESI MANAUM GRAGAI DIRCATO foo IAII" AWIM TIPE a 40oAID Uicol mow IIII IMP soul APPIOR t- purl A. ....... '/z FLORIDA BUl CODE (Mob Velocity #Jvr ;Gone zoo FA-Clos 4167 -- 10 GAM SALVANiZE0 STEP, STORM PANEL ----- .- Kp� -co. 10' W 71 Ms GLOBAL PROTECTION LLC_ \ INTe - SIN W 004)$W�w 20-176 ANDI I INSIMIA119N DMLU. REQUIPAR FANW-a-" INIQ EXI$MN9, WOOD STRUGIURE5 y ___f4­IO �� PLUS 44-10 AMEUVITE PLUS __V4-10 OMEUI PLUS 'Te 0 PEwmAml Ex9mr. all EWING thil HEADER WCOO HEADER 04pw WOW KEWER X, WOW XWER r 1 RECI 7 Sl ON OR VEIT a M0 Jol, FOR W. ISPARCION u- PAI LENGTH Nil paw. ul l PANEL LENGTH (SEE NOTE 1) (SIT NOTE I) (SEE sm 11 1/4 f12' Sm i Will 1 SON; Of V 1 or OF 1I f NAX 1 I 0AX 77 av ED ---------- - VnW/I 2'.4* WOW PtXIS TE PLUS P RE40MCD 2 2z-MkNM QU =1 AT ell PLATE TWIDAM 0/ r No WHEN sGRIVII SU40M W/ �u_ Ll DIRM 410UNI]LO IN ILl DIWT D "a SCALE II/A.11 -MINNOW UAIN t SME I� INSTALLATIDN5 M ALTERNATIVES 6W, 9W & IOW ORLY VALID FOR kOwl BUILDINGS WITH AL&D, DESIGN LOADS UP 10 +43.8, -4CO P.s,L AND PANWS LZMTH UP TO 12'-4" 4 fOR Wk WOOD fRAME CONS11ROCTION., WOOD )AMBERS TO BE SOUTHERN PINE NG� All SPEal Gel OF Q�55 OR EQUAL. RIDA BUILDING Velocity Z CODE (High III no zons)t 415 um 1101001 Wt 20 GAAE SALVAINEZ01) STEEL STORM PANEL rp, Em 5 sr. TOP * Parrom IAOUNDNcs CAN BE z /TIL Cool 20-176 9=12 Mgt INSIALLA119H -QUAILS MR OPTIOhl A 1 FORL LEE _.3AEUY STORM PANEL SMEM INTO EXISTING WOOD STRUCIUM 50 )o" Be -4- ALTERNATN" (NM ISM liens TI T 1a 150101 A�" To W.W1 Eoll E6 ED ED J \Ij' ALTERNAIPA LUOMMYE 4 OR Iliac �/4 �02Q APATUA7 FUAI M OR ALTERROVE III ERANE ION$ & AIII LQWIQNB " a 4, &04W I/ =00D 00WRIATON - 3/r - WAL I MOLIWING INUALLATMI NOTE 1 simm num sul so" TOP cuipil TIUls, 1W 7 FLORIDA BUILDINS CODE voloctly Ru OcTm zonal 20 "1 GALVANIZED STM STORMI PANEL i, 1�,P AM ONLY VALID ITIA &MMM V:Trb, DESi LOAM UP TO fT, L 0-1 GLOBAL PROTECTION PRODII U.C. ""VOOK ONE X I NEW FRAW CONSTRUCTION, WOOD MWWS TO So SOVIUIAN POIT op. SPECIfit oriom or eso OR COUP. a 'A PHWIC 6001111 (QUUN-M 211 -176 AA7 (D C/) CO > 0 (D Q) (3) 0 0 co -4m- L) -0 Q) U) 0 0 = 0- q 0 (3) 3: CU = C) M0 -4.- CU U- 1,- 0 - M > D C/) -0 a) (4) E 111 cu 0 0- 1.0 ca. < 00 C%j C'4 W ic W E cot r- E LJ (3) 0 C/) M M W 2E z SHEET NO. SH 1.1 �... _ .__..._ _._.-_.._....._._..,,ANCHORS (SEE SECTIONS ON SMEETS 17, 18. 79 # �13 MAX. 3A/17. 4A/17, SA/44. 31f17, 4B/i7, se/s9, 3' MAX, i• 1NiM, 6Aw/t4" 7Aw/19 k 8lw/2D pBW/TA 781V/18 a Ww/20 1• MAC. o FF IT 1+PANEL aL I { PANEL LENGTH �� ttF¢ sAFN�r�araN PAr)Fj. i 1 I I � I,; Y MAX. i 14`Y 'i• si M.F.. 1 T t (SEE SCHEDULE) acraw v I ,r '21kA`TROt� t - MAXWAG NA A IST B RaX HXS r . 3A/17, aA/f7. WtA ,. a8fT7, 3H/18, 3' 1 MAIN BAW/i1R TROTHS @ dAiilxD tl9w/i1F. 79w/19 @ �w'/2G 9 MIN.; - _-ANCHORS (SEE SECTIONS ON SHEETS 11, id, 10 g OPTION ,#2 FOR LIFE SAFETY3STOR� PANELO ELEYATION SCALE MAXIMUM A.S,D. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARAnON PAN EL RAT)NG (P.B.0 (SEE SECTIONS) TO GLASS CONEL DMN +55.0, -72.0 g'-g" 2 3/4" UNEOLTED INS_T,ALLAIJON DETAILS FOR OeT19,11#2 FOR FIE SAFETY INTO EXIUJrz ►N4 Q ORUC IJRES STORM PANEL SYSTEM Y- ilY`k_'_.. 1 761, t - - I' { - ` )' �. i y�Op HEADER ;, REWpTID '•_.... 1 WpOU HFADiR ''.RE9tfptEO .. .....•. t I wDN NFADER woos .; �- :�RE pMU - A9�ViRFOHEADER Oi f 4•0 TAPCOM B IA• MC. JJ 1 1/2' MP(. THREADED:.. PENETRATAXN AT WOW is /'. y.r 1 4'R TAPCON IS r O,C. '` yl f J'., 1 4"A TAPCAN IS r ALA ' , W/Y 4/2 WN> 7HREADilt2' WM. INDiPAOEIY J =- 1 4 P- I.; TN.1 7 2' itlN: itlitFAd.. / f m Lr 1 JJ PENETRATION AT WOW i S � HErn[R T DN HEADER rr i Pt TON AT wf� PENETNTOH AwaN 11€AD€rt � q HUM a1 1 1/2- 't 4' ! / ^, `./a' 1/a' # i .a. t/7' t e` I 1/2r a^ / t/ .t Min. i 1 i MLA. v it l i_ 1. _ ,I F Cl'IIPT. i I i NWT. I f p y r i i f q EAISRND t• sO'NAA'fAN f i 1• Max. CIASB.-_ _(SEE D5ae06V.E § LENGTH CBEE NOTE i ) 3 off 9m tp1 'L• Mm, i f j EX1gnHG II NM.. S'iwalDrs! 1` Loa Gtl6s� (SEE QmomPANEL It PANEL SEE NOTE t BELOW) ON s�iT 10) i 1 Mac. ( tkW) �.. E%i57 tNa rADMMfeN _. TO axis Di.A55 - =CHEOUIi- I ;. � ____._, ..__...._�+Y PANEL 1_RHGnI IArt , 5$•NMla11 _..._ _ NOTE i aN .__ . (SEE SELOW) ro aurs ',-I. OGA55 I PAN EL LENGTH t _ ___.. . .... - (SEE NOTE 1 BELOW) (6T= ON.. sNIET Npkx•IS, a I t IN ss, M,6: w 7/8. 3 Ja t 1 N 9 i SS7- 7 B A 2 3 { f Is ATNr N n t , xtND Nlrt I' rS _J Ir TAPCON -� t i t w / /2 `� I 1 fMHN. I t x ..-... _.-. �__._ � , � ! HRFAfAO iPFNETRA'{tOFI A7 s.�- ,:r_.._ i rMIDW10M LM PLATE?..__ • M � - f 1T' _ i Y� I �..Y 4 ) _ N yy ED;> •i s f i y 9' CONT. ' 1' COLT. �. 1 ' 1/4'F-20e3/4-SS. MS. W/ _ j t ;.. 1 4 r-20xd $S, w E�O. �-. - _/ / / /az � 7 e"mx3 ' wXNG NttT ) r r I W'4 A IAJi A x`WNNO Trl /1 W761NE @ 2 O.C. f2' i'I I� + 3.32' TRNC 4 -?` f1 + / NUT i II Wh,MER BE'waND (BMW) _/ ._ UT 7 Ixa 32" iwNG DOLT t_ 1!' / WISHER @ 1x r c 'Q J. /x WASHER ' -. D T�voN a '1�1 4 ) I I I I i I f T -{�TADotriEiY w/ snw) I � �, r0C. i : : i : _.a_ : {. JAProR C __._ / EREC N 4 Tu �srre;cERm w stuo ,. f€,. J ) PLATE AT MIDWE)TH .t THREADED A7 �.L i.I % ) LAW. ;`� ( OF n< .r» __.• LIfDYAODN PEHETNTE OF PLATE ..-_,_L t, PEN RATI MINAEO AT IpO1nOTIN t _ OF PLATE - --t-. OF 1 PLATE •WAND PLATE PLATE RED 1"-REQUI -REQUIRED WOOD PLATE i,___ • wND PLATE ° 'HTl11 AT �nRm REW NiEfl Eva RED �jlhL{ EN-; i2EGiILAR 1 .ION WALL LA ION WALL MOUNTING ALaTj RNATNE INSTALLATION BAW WAIL MOLENI LNG INSTALI!TIE)N ALT6 MOTIVE dLTfe � � 58W SCALE 3/a'-1 ° PANEL ALTERNATIVE 7r9iV QJ i SAFETY PANEL O REGULAR PANEL C LIFE SAFETY PANEL SCALE 3/6'-1" SCALE 3/8'.1' SCALENOTES � $� FLORIDA BUILDING CODE (High YeIDC Hurricane Zone) 1 INSTALLATIONS ARE ONLY %kJD FOR BLALDINGS WITH A.S.D. 'L'S DESIGN LOADS T _ "0000. UP TO +55,5, -72,0 Pak' AND PAI i:EN6TH LIP TD 6'-6`, N0, 4 1 _ ? :*z ma2a 4Ia 20 GAGE GALVANIZED STEEL. SiORM PANEL r.P. OIE+AH BY: a FOR NEW . W/ FRAME COLENSITY ON: wIXX,4 Dk:MIItR5 To SWiHFRN, PANE NO, 2, w/ SFEGEG DENSITY OF 0, Aa OVAL •. S z KL'•, 3T ..-. - '--".-"' 4m4R"xemle w -"-- arJ28J2Dm �s /y GLOBAL PROTEGTiON PRODUCTSA LLC. rate L IFi. it 1J ILL, �At`nA.`x-.[• INKICC Err. 31 STREET TN9RMa • 11M10 QaMPANY OLMF" n- SIa14 +j. .... `-VNTD A4�. aNA N<a, is0. ve4"A aamo, X aN4A 1AWINL (sp+HM-T61s. rlac tm4M1M'-/707 20-178 TMe4 : tmN m-1Ata. a r aNa O1-.57< AAA _ CNN! 1N P.f sEYA,JSOPTtA;fJOATc FRaR9.M 41N - 04fow. Ar's bNARK NCI: NAMX BONA 1NI P,E ssa...H-M+ - SLIT f4 /V 2p COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-1•) ...,...1,5.196' (TOTAL WIDTH)-.._.. 12,500' WIDTH)-_ (EFFECTIVE I 35O' r--1. --•t .350 I 4 ^r _ T f i d - LOTS• ,BONS` - I S. 'T TyP. i I YP• ,a2�p -/1- i 1 ,, Y.657` • 60 a 22t44' I �MMIM , 1NN X" r 3,50D' f I 2.5D0` ZED STEEL 115 ' -• 2.ON' HEMMED IYP. ASTM A-SM �,R 2244' - Act Sa MNvAN EDGE A �iC ------------- ----2170- (3) NORM PANEL-- REMERSED"h" TRACK R D "U" 2ACK PANELS W/ HEMMED EWE--- Bts'T" -125' . DaSD' Y 132HIMIC YIEW DETAIL A 2000• 2.D60• ROUNDED CORNER O ENDS OF PANELS "-'-"3 j END UP W/ HEMMED EDGE '}x :7SO' Kul1 E _. 1 .250' 1 t T 4 w i D--..125' 6fN61-TO Alutn. ALLOY E yykg1Ti AAA - 750' j I1kI.441GY • - Tk FLORIDA BUILDING CODE {Nigh Velocity Nurrirxne Zone - -•750" - F9 et tam m Era INC. 3" Max, §�,, ATE OF GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS, LLC. _7MOXTAa ,,NAL 7 3"x " atc.\ ALUM, ANtLE STOP BAR S ,•..•. �.. 4WN Se. 5! Smi1I I- LONG J41HN4MA l ^'e:'Z'. CANE, FL 3 ` 6053 T5 Alum. ALLOY 1 q , _'- ' r. FtD (2U)MIv-7s45, wac (Bst)BpL-ais: aO-176 Pi. - i A1E/ODE CA-LLa»te s sm.R+ Ns J..-.:.N,wMa NK YMJ.TEN A 1XlNT ar. PL r tA.1u p : 4S If - '4::. _ ., 8II11117 as Of 2! INSTALLATION DETAIL, FOR OPTION #2 EQ8 UFE SAFETY FORM EANEL S=M C " T !k• TAPL'ON ANCHORS 14" TAFA:nN ANCNORs.. 1 4' 1APCON ANCHORS Via' TAPCOR ANCHORS POURED CONCRETE, BLOCK REQUIRED�.l f POURED CONCRETE, ��. MOCK CONCRETE'O i �.2. ` 9'" POLRtFD CONCEtEiE, f �c RE � .-1-,�., 0' OLC, POURED CONCR£TE.� {N.00CK��ERLYxY1ffE0 I 1 �' Y _.( 1•:• , E.D i � � i E,D A .•� E.ts.r � � ) ,, � ♦ w Ms 4oiT. `y ..\.... DAa ro -0 { Mn tTd'AVaaN Ta f f im.ymMYptrix fi ti 1 r as I #- saeMitAk w-sWed411n+ i a m w. 1 sWEY ND 1 mAaT 1p � s4sr 14 ) i WHaT +e7 I f iI i I 1 EXrsn ETA., EX � G1A35 a.... Mrikt Art%! '. -•,� g••_.•.., .,,.� 4 f � #Ira FM O I ED# ; E.D.. I ED4 � • � i /' ED 4", 4 .__J " _,.... ...-_.9 "1/2• t 1/4:_24wal4^ss. M.s wf !krx-E_ ' t :�'-•- ---'t/6'the3/32' 11ONO w WASHER i f '! L7j'8Y . 3/32` WINO1/2NUT L/e'Y = 3/3z' wmc 1- t WASHER N 12 ' aG, Nut WASDtER (&LONG,) 1 4 1/2' N TAPCON JJNCC110RRS P TAN'OON ANCH6R5 _._..,.._.f ' ' /a t 4 TAPNXX+ NVLdNQRS 4 'I/2° 0.C. 1 __. 1R afz" a.c, MAOROMP W,/ STUD) TSTAGGERED W/ 5100) 3GURm CONCREif _.-_u?071Rm CONCRETE -POURED CONCRETE _ v,.EFNRED t 44 CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCR WALL MOUNJINNNNG INSTAt2AM WAS t �11 INSTAL 9TEON WI�t t INTtMf�i warm aN WALL oumnN{S jNs LIFE sPANt v FETY SCALE 3/8'-1, SCALE 3/1`-1" SCALE SCALE 3/9•-t' I/4'4 SEE @HEFT ie A 20 FOR ANCHO 15 TYPE L AtR2ipR itF'E , �4Attp iP t iTf Y }J' r SPACING, FOR MSTNLARYXN POP WOOD -. _ F, FRAME SULDMN, W. NAWM wwtm (014 3 ,7.A "�� r• WNAAJM ANCHOR TPACN 4S AND NINMUM p ^-�q- 4" �• •a EN EDGE 0SMAIM ARE KNOTTIER ON TINS ma - } OI+s a g y ": '�fii ' ' i••.� " FLORIDA BUILD StIfOkU FOR EA LESS THAN INDICATED ON IA -1 )m4,lex sea D-0 a SCIEO}AE REDUCE AAcNDR sPACW BY UMTOLYBIY SPACING Slam ON SCHEDULEE 9,6 AWA Ea K flaw11 ND, 416 a�xa nTFm. �. 2a RAGE GA BY THE FOU0010O FACTOW FOR THIS ' opoboON TO BE INYASOLE, O.CED „._ 'N °T[ ""•4."""^. '- S WAG, 0MIU O US@a4 FF&Ta71. SN4L} NOT 7JY - L 1'E () .,.....s =•-^-"A`- .... BE LESS TPWN WNW 7`4 X+wc'A1ED S ..._ �C` tf 1Ne. GLOBAL. PRI MR EACH A ICHOR TYPE fNN T7 SGHEMAX PNexr• e ) s� I I 8" I Ms w/ ""iJp',43/3?` YANG NUT wX4NIX ac INSTALLATION DETAILS FOR OPTION J2, FOR LIFE SAFETY STORM PANEL SYSTEM INIQ EXISTINQ _Q0D STRUCTURES 4 APt73N @.. ) 1'A t C d. 1f r TAPCON. O 6' O.C. '""'"'A'/.1 R;, '�"W/1 ,' t ,, , ,. t/2 MHI« THREADED ,. �. +• r ,. {,. T(2 MDN, T7tRENIEO � II g , AT WOOD IS.ENLTRATIaN AT WAND WAGERATWN i INF,fLpER bi HEADER7! 1 j :I •tl `'\ ;i }f2• 1 4' - ) j2. wile I d, r,,m...._-.. f I HFADL WOOD ' M1x1D HEaREAM, n R �'' REOU62ED i I s I 0 '! I i Wn. MrPARATON I m t� i -SGR9UIE I (SEE I oN s 4 }a EXLS10iG ) i + CLASS 'To 1' Max. a _.zl... 1' LOI Y PANEL LENGTH M,„ v,.�_'..� '_......s : PANEL LI BEL NO t SEE TE / NOTE T EXLSIRdI aN .lNDlT !Bj ( ) 1/4 r-20xT' o i (SEE C BELOW) Y ___.. gwSTAAY�i NlR � _ 1 I F f _ _ S 1 1 + ) i < k y EQ f _ F a' r'- 1 O EJ , EO. I k 2•x4• YID S I Y L7/8'p x 3/32• WINO NUI 01,4' WOW PRATE I It 718'0 A 3/32' WING NUT RE0IARE`O 4"i' ,r wAe�iER @ 8 t/4- O.C, REO(t O f -' )r - WASHER O (BEYOND) %'� '. 74-.10 PANELMATE 1 #i3-E0 PAPELAfATE P S f.k r '. . A ,11 O.C. W,fT-7f8 E 5AATION MEADOTH 1 ) d i f .: MINI OFPENETRATION AT MiDW1f1THAT OF PI'1 KATE WALL kMNT1Nd,.UNSi •T10N WALL MQLINTING IN3TAL.LATiON �yltatNNNaFrrlFNr ALTER TIYE am :LII`�a..aS�,..>;�4: SCALE ale -I �":' '\(iENaV ''•? ": SCALE 3/8*=1„ � v`ti • �, FLORIDA BUILDING CODE III h Velocl ly Hurricane Iane s •. > ND 4*167 ? c= on" wrax W_ 20 GAGE GALVANIZED STEEL STORY PANEL Grp `.. vft 1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D,. DESIGN LOADS �. •••:--:•'."--•-„' P 4 -72.0 PSF PANE S L UP TO 8_8 : 2��ID a U ID .`: 5. AND .L LENGTH ���rs 7J2A/2OB1' 2. FOR FEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN ATE J q B. GLOM PRpT£CTSWN PRGSDUG U. DATE i1M. L" N�►' 3Nt. PILE NO, z, w/ SPECIFIC DENSITY OF a5s DR eouAE '*.. OR1� EmDs,. STINGS '. Ttili t - aMx. 2 asa,s ,tk... = ANY . +, ..,., ja . Iw raa. e: s tla wgems ti>a+4r TYOMEe {aps)�-tw, F4K::(�47e�-p7v7 20-176 ti,, psi �. I14w -11 rm-Nm , r. (CAN. an-rtW - - ArJAAPIN CIA-gpDpTLe faer rm aY.» Yl4emr ,aY wlwANG itr FtN#IttLTE WATER A SAMT JP Pf as ai.W 9 � - RWET 7p dT iA 3'/24 6 (SIM NOTE 2 INROY) (SET IY31i 2 MOW) 2'/24 `I' i' 24 A 1' 24 4 W/ 04 Wfa 6 3- M4E.. / a (1� NOTE a Snow) i&14EF DAL" / �' 4'"J2 �RETE EACH 1'DR ANCH®R"ar, SEE '' CONCRETE ANCHw6 4A 3" M-1 OF r-3 S( dN $MEi CID; fEX4 WOw S�flW^'^• : J•-•+t -^•Y"^---w*-- II SaHED1,12 9N SHOU 15 LEGIONS aN S+a:Et2p k ; '(' ) 11' Min: I. ' D 14x1• p3� SAES J �F flO DF S9 I i. •1 i F 3• d i®' ( 1 I 1 (BYO Py�i� T (INTERIOR PAMD--) i iW�OR PAL} not" PANE) + gN�twlo7'j1 40 5p k 1- SEC NDIE X A 4 IRtaw f 1 ➢ ,( )I v S (END i f SEE Nom A. 4 7NI�Y " 3, 4 Ek4W 4i 1�E NO+E 2, a 8F7.ON t . � iI tin D 1,N PANt, w f i PANELS � � r4f SO= W1 (( Oz3�Xv(cnuts _ 1W#WN(N15 , .�__ i . _ ,ls __LJ_S i i _. 1,.6_l_ _ .� �.L..�+tTSUP .. ,, . ..�.....,.... _...: , _, - CgT } iP T I._ .. .--I1} ,-. j- -.._ _ 40 X L 11 x f ' -. _. {TYp.) NOTE a 3, SEE NOTE 4 BELOWInt All KIM Sm MAY (PAAN,JE 1'N 4Rn r SCION; EN 1 AT' D PANE19nLO jTwN ASEE REi140NStOtf 9HaE'P 2e"IFJOOa PRkq$3,.'K°.. t'J2" . IA7TE !. /�y Ot .. WJ OR W f :.S t ( ACH ® : LAST PANEf_ Ta NiStAU.t17 Al T'Adf :. a OPENMIC BE AILLED c SANE44 ALYAYYSS - :(}� wY - OPENING �vtL AL1M15 PRaADEO w// REAP HA E Ta FiCVTM1E pK7AL4{nptf TO fAMTWK "MAU REAR FNNNOI£ RON W ,NYEIWEO TO INSTALLED FROM �.By P INTENDED is BE INSTALLED "wM .� INSIDE Or STRUCTURE. _A3YE 3/32` « i' _ _ ANivIDE CIF SiRF1CTUgE - BtA1.E ,ij+al• . r' r-1/4' MG. OM -y ,/A•. iMrt OAR, if4' RM. CAP 1fN 4- GAP-_-{,-:- 4 1 tIR�tYJ aRW/D �6 .f,�p - 1 101Q! E! L �-� . xAE ..' No7E3 SAE vw - t' RN�TXXN (11, DUOE.' SERIES ,ODD: E - 2 HANG STORM PANEL SYSTEM CONSEY NG OF PANEL + NOTESTRACKS AT TOP III P.WELMATE PLUS OR T5" LONG 'SYSTEM 2 AT J8CFMR W/ PANELMATES, (1). AElj(ILON W,:5 MEBiElL$(DO_D, E - 2 WING STORM PANELCONSISTING OF PANEL < Cwtl. TRACKS TOP h BOTTOM. (2). ENO PANELS S1NLU. ALWAYS BE CONNECTED TO E}OkO Sltl wALt, BY TAFANs OF (2) D PANELS SHALL ALWAYS BE :.CONNECTED 14 BOTTOM TWA OTHERWISE A STOP BAR PANFSVMTES OR. E USED NTLY Wf,T (2) iRACIt AT B6T7OM E PANELS SHALL BE PROVIDED AT TOP Of SUCH PANELS. SHALL CONNECTED TO wf 1 4"#-26x3 4 .5, W 7/ ""ja:'s WING NUT DR 1/4`h2 M' . AS PFCO TM W (3), IF END PANELS ARE CONNECTED? TD BOTNM TRACK. CONNECf:ON SHALL CONSIST OF DESCRIBED GN NOTE (3) 0 1/4"A-2Qx3/4"WMNG iNUT OR 1/4'ps3f4` Mtn. THUMBSCREW (3). FOR CASES WHEN END PANELS 1 " (2� () ARE (� UOIPfRY W S LONG AT RNTD TAPPFA @OT'EtNI T�LOCARON OF €1t>TENE'p5 MAY BE AT EITHER OF TWO f BUT END PANELS ARE Nor CONNECTED TO BUrtOM 7RAP,KC, XSTOR EXTERIOR FLAT FLANGES OF END PANEL BAR 6 SN(eLl. DE PROVI�D AT TOP OF BUCK PANELS. (4), IN CASE THAT ENO PANELS ARE NOT CONNECTED PO BOTTOM tf(AWC It•e- A STOP BAR (a), FOR INSTALLATIONS WHEN ENO PANELS AND SOME INTERIOR RAINEIS A,t$ piRECTLY IS ONLY USED AT TOP) AT LEAST TWO PAMt3S SWLLL Be CONNECTED TO BOTTOM iRACN MOUNTED TO FJtIShNG 51/LL/ BMIJ. OF PANEUJA7ES. ONE iN9iREIR PANEL ASIML 14.IX:1TKK4.#4 SUCH C45E, CONNEL'TION OF PANEt_S SED AT To 1: ON (A[fY K3TO W2ALL JOHN FOLLIAYINGR MAY7BE BOftING OM X MAYS OCCUR AT PANEL SHOWN ON ELEVATIOBOTTOMN AND W J IIyy�� - 1"`E, iHis - U - Min, EDGE OSOT P 5 E ON 1' 3' A' SHEET 4 H ItATERHOR ANR USm JO Y W () 9E SECTION , k ON 2 . SEE ANCHOR SCHEDULE ON SHEET 23. / i2) ES NEED ToTAN FOR A O ��'�i N5 nSAT ADJBAECI PANELS (ty0 BY dt RR+aT'` DE C i STfAtLPBBfE I) HAVE / THEIR t?VERNAPS RETA)NED 8Y •-,,wyYl Usv,4wN..••„" ,^y, (2,_,) � FLORIDA BUILDING CODE (Nitsh Velocity Hu Came Zane) . No, 4 167 `. s 0 n' 20 GAGE GALVANIZED STEEL STORM PANEL FP. -"" ro`.s STAT O = = ._ B! (�N w LOBNIL. PROTECTION PRODUCTS, U.C. Bum �. Q ,t i NFI iE9c. '3` f �. m•� HOSE SN St Sun EO I�1 ! rNouHnBNe aAi4 ,r'•, , [ COAWAKY ({' �' I xAe A f� sA NT+"4s Ae00q h N1M Piw2 (93D,Ne-')sxp. rA1^: ($tjep6-e7ei 20-176 '�i,J�SiOH I, � `'srA.ryDDusTwvElDAte r: F , am1 n�a.-awL710 FaW.n-to, ax.we. w. "Y.,w za"Hez, mtx OLWNNL rb: „e w Jf,NJMN 1Ma1YAl i W.N,7ER.A RIL.if axn+»,[ a aP a.ett x _ :.NOT 23 OF 2$.. .._..__y4' TAPCON ANCHORS TAPCON ANCHORS _ 0. O.C. _tea" • s!° A.C. POURED LVNCRETE i'� OR CONIdtEIE BLDcx`': , *,, POURm CONCRETE �• fRt NXHNCREtE BYCCN, REW1REtl { ,,,---{{{ Ataa. -! REDUIRE Max._ E.D. ;�. ti i ' �• � i t T-" 1 ,i.:ti' '�,. 1 Y I r NT, „ v�i�,.3, ♦*;`.tie. i i i i Y � w�m f _� j 1r tawMml ro) sv LN _ f I � i ''.. 9I14-10-0 PA4EUM*E PLUS w/ ._._..:_T/84 a 3lf- WIRC NOT WASHER @ ate t/4" O,C .._MED CONCRETE OCR CONCRETE BUCCK WALL REQUIRED ALLAT" SCALE 3/8'.1* SEE SHEET It ! 2O FOR ANCHORS TYPE A AIKRIbR iN!Esx T„ 9/4`.e SPAM FOR AAUAIDNS INTO WOOO ,,.,,..-.•..-. NG: AND" SPMYaR a a FRAME ou'um MNWUM ANCHOR SPACIWS AND MINIMUM E ARE INDICATED ON INS EDGE DISTANCE! •aw. mxAAQ f:ota+b 4Ns) I 3 SCHEDULE 'm'a. LEYRF SS THAN INDICATED SCHEDULE B G= ANCHOR SPACING fry NWATRRYOa SPACM SHOWN ON SMINUALIE RAW) ammo. OMxIt (AiJ a S 112 .1cRt111 FJL was - Yom By THE FOLLOWING FA&ICR5, FER 1NA5 DPEw3IN1 TO BE POSSIBLE. 1 t/A SFACYID OiFA0 0 tam FACTOR Sti41 NM BE LESS THMH WWUM S»ACNC INDICATED FOR EACH AN CHDA TYPE ON TUNS SCHEDULE r W 1m y f IJWLInto MR �W a,EAN I , ED4 l I , f {{14=}P"e PAAIEL.MATE PLUS Wf �`-T/Se x 3/3a` WAHC NUT wA51Sli {BEYOND) ORRED CONCRETE CONCRETE BLOCK REQUIRED a LIFE $&MY PANEL SCALE 3/8'+1" L."FNFRAL NOTE- Y&M F-Z NARK 1121IM FANFI_ fi 12M 1 E-X HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E 0.) HAS BEEN VERIFIED FOR COMPLIANCE IN RI) MINIMUM DADEOM04T OF TAPCON ANCHORS AND PANELMATE FEMALE [0 A, PANELMATE PWS INTO CONCRETE ACCORDANCE WITH THE 2020 (7tR EDITION) OF THE FLORIDA BUILDING CODE, BLOCK SHALL BE 1 1f4' CODE. 0.2) M OF1/aY K MATE CALK -IN ANCHORS SHALL IS 7/6' INRt CONCRETE. DES" WIND LOADS SHALL AS PER SECT 16 OF I DE DETERMINED BIN 20 HE ABD•ff ILL EDMENT E IN A I T FOR WIND SPEED A5 REQUIRED BY JURISDICTION WHERE SHUrf€RS � N HE ERE THHESE WILL INSTALLED AND NO EAI�OAIEMT H RDO AND' O EMBEDMENT WI MATERIAL PERMITTED. SHALL BE PERM FOR A F 7-i O DIRECTIONAL.ITY .ACTOR 7CdrO:BS. U ASDE 8 AND NOT EXCEED THE SING SHALL E MAXIMUM .D. /4 20 BOLTS DOLTS USED SHALL BE LONG ENOUGN(ShOULD ANY FINISH, MATERIAL EAST) 70 TO OE51ON PRESSURE RATINGS INOYCA}Ep ON SHEETS 25 k 26, ENGAGE 3/a' INTO ANDHORS, " I INCH IN ORDER TO VERIFY THE ABOVE. CONDITION, 'ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-18 SHALL BE FIRST REWCE'D TO A 0" DESIGN WIN t:TIP• Y S O LOADS BY MU ,. LNG THEM BY 0.8 IN ORDER TO 8.3 IN CASE THAT PRECASTSHONE DR P F PRECAST CONCRETE PANELS WALL„ FOUND ON THE EXISTINGPANELS. TO COMPARE THESE Wj MAX. (ALTO DESIGN PRE;,.SVFif RATINGS INDICATED ON SHEETS 28 d 28, ANCHORS S11At1 BE LONG ENOUGH TO REACH THE MAN S1RUCn1RE BEYBNB SUCH PANES. ANCHORAGE H THE TV SHALL BE AS MENTIONED IN 8.1) AND IN 8.2)• IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS 4N THIS P.LM A5 TESTED WERE NOT OVER STRESSED, A � INCREASE E.N. AULOYYABLE STRESS FOR WIND LOADS WAS jNM•.L USED IN THERE ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN AM HE DETERMINED IN ACCORDANCE N.O.S.I C ANC CG W+NCi WDN NLD2 5 HORS � BEINSTALLED' A.. 4 ) SHALL FOLLOWfND LL Df THE R RECOMMENDATIONS AND F N (ECOMM SP.£CT. I(°AflO 5 OFTHE ANCHOR'S MANUFACTURER. STORM ROWEL'S AQEOIIACI' FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 (#°" THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 1 2032. AS PROTOCOLS TAS-201, TI N SHAD DE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-2O2 AND TAS-2pJ. IS TO BE ATTACHED TO UNSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS, x. THIS SYSTEM F(Ai BEEN DESIGNED TO B tN5fAA.LE:D THE OUTSIDE OF tN £ ON S7N551D THE OPENING ACCESSINC THE OPENING FROM THE INSIDE W/0 THE USE OF A LADDER OR LIFT, THIS APPLICATION IS VALID WHEN OISTALAAT40N 19 tWtNOEO TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR 13 TO SEAL/CAULK ALL SHUTTER. COMPONENT EDGES WHICH REMAIN IN :CORTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT YINO/RAIN INTRUSION(, CAULK AND SEAL SHUT1£R TRACKS ALL. AROUND FULL LENGTH. 3. SERIES LOCO IN'sTALLAMDN 44 TO S AN APPLICABLE SINGLE D [XktB1E HUNG STYLE WINDOWS wHFla INSTALLATION t5 AILA RFAVRtED O BE PERFORMED FROM THE INSIDE Or STRUCTURE 13. STORM PANEL INSTALLATION SHALL COMPLY With SPECS IINDWATED IN THIS DRAWING PLUS ANY BUILDING, ANO YOMNC . 4. SERIES 2000 INSTALLATION S APPLK;ABIE Tfl SINGLE. AND DOUBLE HUNG AND #dOR201ItAl SLIDERS STYLE WINDOWS WHEN REGULATIONS FRONDED BY THE JURISMION WHERE PERMfT IS APPLIEDRt, ON N51"MLAT f5 RRiU1RE0 TO K PERFORMED FROM 'HIE N EE OF STRUCTURE 14ATRIUM WINDOWS AND 005. INC. E - Z HANG StORMT?AAELSfSTEM . IS PA7EN1' 5. ,e[1 ALUMINUMEKTRISS'10N5 TO BE 3-T8 ALLOY . N 5. a iH15 PRODUCT EVALUATION PREPARED BY 6Q6 ANL TAMPER. [UNLESS w SE OTEO) () THIS ENGINEER isDOES PIRtX1D£ PROJECT: )I.e. iNOT INFORMATION FOR AASIIE SPECIIC WHOM THE CONDITIONS OEEMTE FROM 8. At1 ALUMINUM SHEET METAL VSID AT CLOSURES SNW, HAVE 3105-HI4 N.!>OY, JOY, (6) CONTRACTOR TO BE RESPONSTBL.E FOR THE SELECTIYN, PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF 7. ALL STEEL SHEET METAL. PANELS SHALL KNVE STRUCTURAL DUALITY SnEl. ASIM A--.653 GRAX 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E,O, PROVIDED HE/SHE DOES NOT OE"+RATE FROM ONE CONOM0145 DETAILED ON. OESYGNATENN 58 - W/ y P .5 kp 1 (AFTER ROLLED), THIS OQCUMEHT'. CONSTRUCTION SAFETY A5 SITE IS TK C'Qri7RAC'FDR"S RESPONSINUrV. B ALL SCREWS TO BE STAINLESS STEEL. 304 OR 315 ,VSt SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN W THIS PROOUC7 EVALUATION DOCUMENT Wu BE CONISYDERED INV,AUO if MODIFIED, =18 W 56 ket YIELD SREdNT H AND 90 hTENSILE STRENGTH A SHALL COMPLY wFLORI- A BUILDING LDING CODE SECTION 24713.3.a. d SITE SPEC" PRO,IECfS SHALL PREPARED BE ARID BY A FLORIDAREGI STERED iSFERHO ENGINEER DR CH Yn Writ LL 4, BOLTS t0 BE A57M A-307 GALVAM2EQ STEEL, OR TALE. 304 SERIES STAINLESS STEEL. WITH 36 kV MINIMUM YIELD STRENCDL, THE ENGINEER OF RECDRO FOR THE RESPoNS DELEG AND WHO WILL RESPONSIBLE FOR PROPER USEBECOMEOF CORD, A RECORD, ACTING AS A DELEGATED ENGINEER 1O THE P.E.D, ENGINEER, SMALL O E R, USE �' THE P.E.D. ENGINEER OF ETE THE 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SLINK TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR R€tAEW. (A) jO F1LIA'TIM1M PnURETt C}i (p) THIS RED. SHALL DEAR THE DATE ANO ORIGINAL SFN. AAtD SIGNANRE OF THE PROFESSIONAL iN01NETJR OF - I/4"e TAPCON ,ANCHORS AS MANUFAMPM BY IT.W. BUILT!' E!'X INC. (MIN. V-311k2 p.►i,) RECORD THAT PREPARED !T. - 1/4' r X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC, MN, I"t-4000 px;,) 16, STORM PANEL MANUFACTURERS LABEL. $HALL BE LOCATED: 014 A READILY VISIBLE OCAM ' A7 PANEL #14-10 PANELMATE FEMALE 0 e: PANELNAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. STORMEiW ACCORDANCE E. 3 SECTION 1708 & GYr` FLORIDAN�'LORIDA DU COD E pE, (A:BEi. SfNALL BE PLACED FOR I - (T'a.335D VERY OPEN SIG.. P.s.1;) LABELING TO COMPLY W1FFN SECTION T 709.8,2 Of THE FiORI7A BUIlbPIO CODE.. COMPLY A:t) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETT SHALL BE 1 3/4` AND 2" FOR PANELMATE FEMALE 10 At PANELMATE PLUS. A2) MINIMUM DA80MENT OF tf4'0 X 7/8' CALK -IN ANCHORS SNAIL BE IS. 7/8" INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMMEO, N"A11-20 SIDEWALK BOLTS USED SHALL BE LONG E:NWGH(SHOULD ANY FIN04 MATERIAL MST) TO ENGAGE 3/4` TONCHORSS S. FHNYPg�/F��� A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE T �.H' A" '•.mil EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH 114E MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL ` UCEAI,SF •. „}• BE AS MENTINED IN AA) AND IN A,2). '.. y, NO, 4916E *`_ - 1/4' r TAPCON ANCHORS AS MANUFACTURED BY I.T.W: BUILDEX. INC a FLORIDA BUILDING CODE. NI h Velocity Hurricane ZoM - 1/4• r X 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (C-1500 P,A.1,) %Qom,•. ALL Y • ,• atom 11TFDa ML 2p GAGE GALVANIZED STEEL STORY PANEL rp' -. #14-10 PANELMATE FEMALE IO AND PAELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTIOOM i .. OWa,'rN er: PRODUCTS {fa-i' xD7I PA.T, ") Rai (,'I,aLI•_ r* J are.NlxAWwNH+m �Jj �% Ara �.A GLOBAL PROTECTION PRODUCTS: LLC. BUM TtI tsTL tE L O tTIC. LOGO SW. Bi STIIrEf Dz1E. a.. z>r tII4...YNa»t A.iBAA a arw P+tRNE t9AAk� T nw (nr7Aeo-eTp7 20-176 >ama , {At41 A- - r4a ' RLB m-ten - Nm" wmzme4 za P,G s'Kf agINA1i1lEJOAEi: WN.IFR04-0 LTYJI. P.f T WNW a, OF 20 T MC Ate 'ACINKIS + ANCIM eswu -6 ii 4 s" )d C e E� 4 "� W fFai Xa) 'L \ _p ) \ (�aM�O�Zt� W }i�T 2S). � M7 T� +4xY - �+. NCI' FA4iO�a � 1YILn® 4glDEtE •--E i !Y a4 -•-� aA1.s. PDMHe CUNpreie \ '� b ' 4 HIaYL IL1aiNlA a! y S t)4'b t It,xl' iYi} � "A I AL I a ,UNIT f�f7fP7 } ( .• I 1 I`---,. -((owl }(I 1 1 i C 3Jt ALm. 40x � I OAT e No �N t t P i I I 1 I I ( ' a twxv 1 I PJ , ,v- 4• thP•I ( wae,AA . t Esc I 5 1 a ( j i i {- HOP TO GLASS <I M. ii a .B.' t i 4• TO CLASS. i 1 LJ $ _. It 1/4'A�Ay-yyIDWf4' IIFaR 1 i Af sCHTVIAE i MJ<v-ma,• s ONNlh �y•P-H fl4RYGfP 1 1HyM1/.4Sanm@ 0 ILA b+k4.1EtEA4t :i2, t/l Y° i :. t 1 1 i 8�t. R � ftf4'A-ms <• Ita ! BR :1�+ 1 I 4 " 1 Isk- I t PFnLSaO I ' 1" _._. & REWAAFP/.�:'!r 3 Cm � --, _.. :`�As-2 t.T IAa 7 wINC • } .... ,. NUT NA >� 1 *a2oraJa � .t 1 ,1 gg . �/ff',J�l 1JA'f-mi/i 4S svaNa}q a--to'--;ri-#4:•• :/! Wi'r 4/r� . YFBAOWPAW. DFa WaGwDt' �. r HeaF t NBeW) Cg1�LtE � •. ,j +s-�a1/a• p _T ,a .t Mn.,••.e T/ w�y/9•+esiax• "i YBPI NUt a} Oft f/swsw/,• T 'I'r-mmnJt• fE L9GtpsA..,i �1��IFA taaK. t NLO'%r f . K r cawDOFF' r• Vt(YWu` Mgiz r ¢ pFL+w7 s¢ scYA'nfAt LN aev m � .,as WALL AND Dfe= OwhMNG INST" ,s WK'P[1E qos$ }aa4 G S4Ae vX cam GON1 av sKE/' k wn +Nr 6 Ya e. Q IHM Wu L.a WALL JdOU JI -. A E gfe.- EUM iO j y }j?#iNflNC IN t� BIBBED-OLR Ai4UNTI3aG ICIEST. stALEs 1` ..i e 4 8 r-.'---��_ --, 5[O S �O IiRS 16f {F Mq T tTw AB L O FINE . g O (� To TML11L SEC1TON SCM.E s/Ro3 W$ xi N4t1NINilittytiA� C. ��i FGA A, 5� R SCALE 3/6-r 4 O, AT BASED LN ta11 OA•,.. , MiITAU,aOa TAPE . AtH£1 aa. tY" w of.sPDTawm op DAN BE 17 BmDuAM= C01811F01 W ANY WAY Ta SiAt ter"` No. 441670 ' - _ FLORIDA BUILDING CODE (High Velocity Nu Can* Zones 1 rare 1srAUanON. S : L ARP[a TLiECa, STATEOF ; FNG 20 GAGE GALVANIZED STEEL STORM PANELIMANN '� 81 scASA+ 1 a^ r Yid CA . rD£fi D�S1AAf,T -.. zE ) [ •-^M IiNy wpsy.zxaPw,wAIM GLOBAL TROT �+ SAL E U - PROTECTION PROD LEG. INTr_ N{ !N ! t4\ r - N TLLiAr TEsfeNe ! 4p0a S,r. SS pRetl E 8 DUNK: FL FM :. aw a. r Ami a4aan a nHaf PHOK: lesyree-Tp45, rAc (L5+1rap-me7 20-176 M "!x-+aWl 4T+ntsa .. rm, axNt xn-+mH aR+ra4o ra: P,['SA4%MONATIRI$/OKiE GMa0aN74e 4. pmaMml w mz► ,4" P,& 1 aA i... Dap d - - _4 . N C_ U) N M O (1) -4 = _ i O C6 N'a^^ 0- O O I-^ O ^^,, W Ca C__ O 0 a -A M` / VJ _ N � i 4 O^^ f� F--0.C:cnQ ` C� 'E2 A.1 113 II:a Y C .e :3 CL C? C z (� v G N m ® N N O as L© N N � rl7 iy as CJ > E L o _ c3 �.. sS � ca ?p dB >e = y tU � 7 f.A N A EL C E (S O d V w L (3) `^W ei V / O 0_ O L.E. U a) L DO L IJ = Q z Z Q J d SHEET NO. SH 1.2 -4­1' (1) . Q) c- C/) -(13 W -4­1I -0 > = (2 0 a = L- r_- -0 0 ----I.-- - - (D 0- 0 L- INUALLAIlght JQML$ EQR 5ERIES 2000 & 1000 E-Z HANG 5TORM PANEL III) (D 0- INIQ EXISTING, �=Q SIRUCTURES 9ENEFLAL NMS I . = M -0 0- . : (0 10 ; a) (D - . I STOW PANEL SHOWN 014 THIS PRODUCT EVALUA71ON -;5 -..., U) MMIMUM &10, DESIGN PRESSURE RATING (p.m.f.) AN .� I I �--,- , 7 . DOCUMENT (P.F-D,) RAS BEEN VERTFIED FOR COMPLIANCE IN ACCORDANCE. 1/4"t TAPOM ANCHORS, AS MANUFAVURED V L7,W. SUILOEX, INC m -1J-i 1 /410 LAO SCREWS 0 6' O-C W/ - � ,, I, WITH THE 2020 (7kh EDITION) OF IMF FLORIDA BUILDING CODE, THIS STORM, PANEL SIOL. NOT BE INSTALLED AT HIGH - 04-10 FIANM"IE FEMALE 10 AND RAINELMAIIE PLUS ANCHORS, AS MANUFACTURED BY E= CONSTRUCTION PRODUCTS. - , - L - - I I t (- = (z - -L- SCHEDULE ! ,--;:, i I S/M2;MV: THREADED PERVINIAr" I � �, 1�z�� 4 I/" LAO SCREWS 0 61 MO, W/ 11 4, To W= Hunm " I "ZI)WI, 2111C wow VELOCITY HURRICANE ZONES IMIAW-MADE / OROWARD COUNTIES). �. LAG SEP PER N,D-S. U) CORREMQN9 MAXMM PANEL LENGTH � 4, � i r, I /4 .1,�4 11AXIMUM A.&Q� DESIGN ERL%= BMG 12.*.f.1 AND MRSMEM02 WXIMUM ANCHOR -- i i ,�MSCRM 4 r Oc W/ DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED COM FOR A BASIC WIND : I Vo . 5/8'"W'DOO BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. DOLT & SPECIALTY CO� (1) -1 M �i I I , I � r -/-, FLAT OR ILH =DGE : T =) 0 �, I I - - FIRATION \ , � I - TV EXISTING WDCO NEAM -2 . -�, - 03STM WOOD HEADER. I I RREADOT PIEREM"M SPEED AS REQUIRED By THE JVRar'" WHERE STORM PANEL WILL BE RISTAlEo, AND FOR A DRECTIONALITY FACTOR FOR SERO 11000/2000 E-Z HANG STORM PANEL (1) SME SPACING SC ULE FOR mmumm win CONOME & COICRETIE 0-= XM= A I - 1 41/2" � THImMott, PEN , ­@ C-L p4w S..%. KO-4155, USING ASCE 7-16 A140 SHALL NO EXCEED tHE MAXIMUM CASDJ DESIGN PRESSURE RATINGS IND[CATED ON SHEETS C 1) WINAtUM THREADED PENETRATION ORD WOOD OF TAPCON ANCHORS SHALL BE 1 1/2* AM Z* FOR ELCO PANELMAVE PLUS 0 . -0 I , , -,, �, s - - - Of(j) f . / 1 3, 9 THRU 12 & 17, TO- AND PMCLMALE FENALE NO (-- 0 - L- IVALID ONLY FOR EW.A �LLTMM AS PER SECTIONS V MJBU 4' SHEET 24). , .1 IN ­1 i" I � 1 6 1� �1,"7#rV�4;' INS L- a) fVALID ONLY MR .m AS EER AEk-UM V RM 4!. SHEET Z41 I I i ii --- 00,nk IJ14.1* SALS. 'I- Oc WING IN ORDER TO VERIRY THE ADM CONVATON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST � f I, I - - ­ - 0 11 I I - REDUCED To A­SOL GSKN PRESSURE RATING BY MULTIPLYING THEM By G�6 IN OMER To COMPARE THESE W/ NAX' WSO) ") MINIMUM THREADED PENETPATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SRALL BE 1 1/2*, NO THRE&OM u a- = -2 �;: � . 1� / -.1 L DESIGN PRESSURE RATINGS IfOrATED 04 SHEETS 3� 2 THRU 12 & 17. 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PAW OF THE RMURED THREAM PENITITINVION, - MAXIMUM 0L&D. MAXIMUM MOAKN A400DRS WMING FOR L 0. - 3 1/2' - �l . j� § 1 ,_114 LACS�=Orar-e/ % �, " i &" IN ORDER to VERIFY THAT ANCHORS DN IRS PX D. AS TESTED WERE NOT OVER STRESSED. A ,213% INCREASE IN ALI OWABLE 11- SEPARATION PANEL APPUCARUE 70 1 1 �:, TO GLASS CONDITION SECTORS A.S.0- DESIGN I 1. 1/4-4­20.V Tfem � mrHARCKI " � L% j 5mmams f& I T I , - , �- , STRESS FOR WINO LOADS WAS N= USED 04 THEIR ANALYSIS.- FASTENERS SPACING To WOOD HAS BEEN DETERMINED IN C,3) MINIMUM EDGE DISTANCE OF LAO SCREWS, INTO WOOD SHALL BE AS INVIO470 IN THIS DRAWENC , I =.) - PRESSURE TAPOONS 1 ONUT-04 PINNEIJOhn FEMALE 10 fANnjwr Puts VAAMUM P*40. - I .r ISTE DETAIL 1/2- A, . . "m Mx. /.;;lwm To EXWM* Now NEI �� - APFUCARLE TO 11 I , , ,;. ;I CA: 00 or 0 0 LL - .%-.-=,T I. j " ,� 3. Z. W = = - .& 2EHE` Lt.— - PAIM ANY O)MG(HATION UOIGTH V IN,) Nm I , NUT 9 m-w 7- - 071AL V74 & STOW PANWS"�"DF`Q'U0Acy FOR IMPACT 00 WIND RESISTANCE HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.i-2 OF CA) MINIMUM PENEMTTON OF *COD RUSHING SK-41 BE 5/15' 1/4- 0-20 SCREWS USED SRAU BE I I/.- WK MINIMUM 0 +654� -75-3 7W OR LESS 2 0/15' BMTED I, V, V. S, I,* (J,ILQ I ",I'm m CONCRETE TV o2sawiTE 10 CONCRETE IV VoRPNI"t To CONCRETE 110 CUPINGWIflE OF THEM - Y!D- A ACCORDANCE W ICU m WL BLOM BLOCK I -1 I , ,I .,I - m ­ -­ -2 - - - am- . , 3/tr Af.- POO RM "" #'..I- S.M's, , � 1, -;�m� !A �KL THE ABOVE U MONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS 10814.01-01 Mo 0021SO2-09. AS SHOULD STUCCO EXIST, AND I' Ammmum FOR WALLS WITH NO - U) > ". - I 0 -f 0 M�TwvmH OF EVERY 0 0 a am a- 0 I � � / I,- , PER SM t2-99 & ASTM 1: 330-02 STANDARDS, AM AMERICAN TESTING LAS SOUTH FLORIDA REPORT #1123-01-10 AS PER .06.0. -7!$-3 70' OR UESS 2 7/8' BOLTED . A` a 4*w 12' NIA 12- N/A 12' N/A 12, N/A I' & V (TOP) Lu I - cryp i C5) IN CASE TK43 PRECAST SMNF- OR PRECAST CONCRETE PANELS, MOOD OR WOOD BOARDS SE ,FOUND ON THE CMSTINO 3'* icr 3" v 4- $. 4" 1. ... � ­(D TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W1 SECTION I" Or THL WALL, ANCHORS SHALL BE LONG ENOUGH TO REAL14 ?HE MAIN STRUCTURE BEHIND SUCH PANELS. )DOED W/F&6AW S&MOMRV. 1 1 - - - � - " ANCHORAGE SKAU BE AS NENTIONIED IN CL 1), C 2) & C,4) (n CL IdA` !US. & AWNGNUT AT OVEIRAP & 402 OF PANEL LENGTH I L mw�- (Sm IT= IN FLORIDA BUILDING COCIE -6­1' , SNURED OF 1 I2. 3. 12' V 1. 6. a. ar - - I- - L I ----,_'J 9 I- Nam *00D HEADER REOVAED ­01 2 ALL ALUMINUM CMUSIONS 10 HE 5063-16 ALLOY AND JEMPER. (UNLESS OTHERMSE NOTED), SEE SHEET 2 . (ij ,.�2 Co (a- --- . 5SJ101IMTON11 - I - to) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE FifCOAMENRATION5 AND SPECIFICATIONS OF THE ANCHOWS MMILIFAMIEM. F (0 -4- N/A N/A N/A NIA N/A A 12 1/2- it* 2 (BOTTOM) - 2 9/36- Mn, ,,­ � = ,�, ALL ALUMINUM SHEET METAt. USED AT ELMURES SHALL HAVE MOS-1114 ALLOY, = 70' OR LESS . T=TON - WS, ,*� - I �- -0 - W < . .__!/ - 1/4'. W.3/4' � I - - - 8 PANELS MAY ALSO BE INSTALLED HORIZOWALAY FOUOWPA1 INSTALLATION DETAILS SHOWN ON SECTION I THIROUGA 6 (SHEETS 4 . 466.0, -75.3 1. . - - - __ _ --- 2A'.e."N` 1/4-P-20.3 7 100/N i � I THROUGH 5) CI(CIEPI THAT HEWRSQ &(g SHALL NOT BE USED. . -T'/;7 N/A 4 1/2' 1 - - ,/,�' /, r.,.y?,-, 1 4. ALI STEEL SHEET METAL PANELS SHALL HAVE STRUCTUPAL QUALITY VIEEL, ASTI$ A-553 GRACE 80 MINIWW, G-W GALVANIZED ,/A _ _ _ N/A 1 4 1/2* N/A 3' (TOP) M CLAM " wag OW37" § "NO a "Or OVERLAP ; ?/w M. t STEEL VESIGNA110h W/Fr- 92Z KIN (X9" ROILLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER IS TO BE 12' N/A 12' N/A 9 Ilr NIA 9 1/2' N/A 3' (BOTTOM) EVERY OVO4AP 9 I'll i -%PMIATioI"- ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SK41 ORLY BE ATTACHED TO COWIRM BLOCK DR Wow MANE 12' .--- i ! �­ � � I V-'0-200/4' - To CLASS. /- V4*@­2"v4, 0 BUIL)INGS, I / M. XPEW �j - 5. ALL SCREWS TO RE STAINLESS STEEL 304 OR 31S AM SERIES 09 CORROSION RESISTANT COATED CARBON STEEL AS PER DIN N/A 127 N/A 12' f4/A 12, N/A 4' (TOP) I T - ­­ �j,i­j i 1 2 6"w Min W 50;a W1 50 k�i YIELD STRENCTH AND 90 W TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION �q - - -/ - 241 -�.3.4. -;T W. As PER SECTIONS I, z. *, 5, 6 AND ALTERPutrots w - i --I- - - . - ;w. .M. i W7 I To EACH REGULAR smw PANEL WITH LSqTHPE mt I . 3W & 4W ON - - 10 CLASS. SHEETS 4. 5. 6 III 7 RESPECTWTLY� SHALL RAVE A LEGIBLE AND READILY VISIBLE NARKING hNSTRUCTINS OWNER 09 TENUNT TO 12' 6. Ir 9 1/2 12� ill J21 IT* 1 4 (BOTTOM) I , OVERLAP I 6 i .1 / CVEW G. g 4 - - �!�, TO BE ASTN A-307 GALVANIZED STEEL OR Art $04 SERIFS STAINLESS STEEL WITH 36 kNi MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARN'NGL * UMM TO MO p.x,t. A.S.D. DES" PRESSURE RATING, - I I I 11 . - - -­­-, = -I 8 ji I ! . j I I ft , AWNICL'I'DRS TO WALL $RAU E AS FOLLOWSL 11. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAIAX ALL SHUTTER COMPONENT EDGES WHICH RE)IMN IN CONTINUOUS CONTACT WITH =:= I - I 2 . I f THE BUILDING To PREVENT Wm/Rm INTRUSION. REQUIRES MITIN, DISTANCE BETWEEN BOTTOM OF PANEL . �, I- ­, j 1 1 , jor3 . 9 , I - 1/0-0 TAPCON ANCHORS AS MANUFACTURED By tT.W. BUILD". INC (Min, rc-3192 p.j.,,) STORM PANEL INSTALLATION SHALL COMPLY W[TH SPECS INDICATED IN THIS DRAWING PLUS MY BUILDING AND ZOKNO REGULATIONS A SEE SHEET 26 MR ANCHORS TYPE A SPACING MR 04TAIATIONS WITI WODD M I v I � w mmanag-pogmummm TRUE BUILDING. I I I P " IN , 4 12 � + , � � --1 1. ' ' PROMOM BY THE JURISDICTION "ERE PERMIT IS APPLIED 70, MINIMUM ANCHOR SPACINGS AND MINNOW EDGE DISTANCE AM INDICATED ON THIS Mo (2) to BE, 1/2' -f 11 -�- � 1; I p ;- a I � ,.I , ;- I - :/4,,O,x,7/8 ,CALK -IN ANCHORS, AS MANUFACTURED BY DEwkt INC SCHEME FOR ED- LEM THAN 04DWAYM ON SORCULE REDUCE , I - - /4 4' WC -SET ANCHORS. AS of!"NIFNIPEC) By ALkL POINT SCREW, BOLT & SPECIALTY to ANCHOR SPACING 91-la- ­ �. i , , -- ,ii 11 , 3 / 13 I.) THIS PRODUCT EVALUAI RON DOCUMENT ' ,P-ED,) PREPARED BY THIS ENGINEER IS GENERIC AMC; DOES NOT PROVIDE INFORMATION , I ! , By MULTIPLYON1 SPACING WAN ON SCREDA1 BY THE FOLLOWING FACTORS FOR ,.. - - - i -I -�� a , I I ft , 1 (mi.. T`­3m P..,I.) FOR A SITE SPECIFIC PROjEcT. ug, WHERE THE SITE CONDITIONS DEVIATE FROM IKE P ED THIS OPERATION TO BE POSSIBLE R== SPACKO COAIRED USING FACTOR S� � - ,�, - i - 014-10 PANFLMATE FEMALE 10 & PANDUMATIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOT K LEW THAN MINIMUM SPACINO MOKATED EGA EACH ANCHOR TYPE AT 11 . - 1/4-0 ZAMAC NAILIN ANCHORS, AS 144NUFACTURED BY DEWALT, INC (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDHO LIFE SAFETY OF THIS PRODUCT MOO'S Umm I If= ., FtF� - I --- I I 1� I .1 / ,�- -, i I ­ -i - It I ft - I I; I I �, �� I I BASED ON THIS P.". PROVIDED NE/SHE DOES NOT DEVIATE FROM THE CONDINONS DETAILED ON TITS DOCUMENT. - - ­L ­1114�,= ; S It ­1 CONSTRUCTION SAFETY AT SITE IS THE COMTRACTWS RESPONSIBILITY - -- I/,V. 4 /4'. 1 1/4&IN + + REw MA DISTANCE 80WEDI BOTTOM OF PANEL 6L " ` I- -` I -- ­3 ]­­J L � � , ` i � 1 ") , 11­ A 1) MINIMUM EMBEDMENT OF IAPCON ANCHORS WTO POURED CONCRETE SHALL aE 1 3/4% 2' FOR ELC0 PAXPELMIATE AND , - " -I AIONOR M Newumot I .0TO 2 I A �, j] <4'A PANELNIATE FEMALE , i t 1 314- FOR ZAMAC NNUN ANCHORS. 1, il. 'NUT PAN KATE FLUE */ - =0 Am . St. 3/16, 3/jr eFr ' WE T* Butavo) I - ly, 0 7/0* MIT ­­­T,n-L'- a I -'- WIN. AmmNas VACW p") 3 3 3 � 2 i/2 _I , � -: m4o 17 1/2, or, --I 8L�; � "r -ws Ic) INS PRODUCT EVALUATION COWMENt WILL at CONSIDERED INVALID IF MODIFIED � - i %, - I Mo, '17 _ 7, � �, � 1 4 . III's j ZLL i� -N - A.2) CXX-114 & SOLJD-SET ANC40RS SHALL BE EMBEDDED 7/8' MO THE POORW CONCRETE- NO EMBEOMOW INTO ' No w 3 1 _ _ I -1W=*w"1UAxM . --me,291M... �, I Y, , 14 . STUCCO SW41 RE PSMITTM, 1,14' 6-20 SCIRM USED SHALL. BE 1 1/2' LONG MINIMUM 4HWUT . --A 4 3 a i ­ 111�' , , , STUCCO DOST, (d) SITE SPECIFIC PROJECTS SHALL RE PREPARED BY A FLORIDA REGISTERED ENGINES OR ARCHITECT WHICH WILL BECOME THE " , " ­­ - . A. " , L� ��. AND I' MINIMUM FOR WALLS WITH NO STUCC'% AND W BE HEADED SCRM OR ALL THREADED SCREWS WIO READ. ENGINEER OF RECORD ft MR) MR T14E PACJW AND WHO WILL BE RESPONSIBLE FOR THE I - -, , , I 0 'IT OF R I" -4 , , tHorw smm, 2wo 0.4 FIAT OR ON WOE , I 4 w I = #N) 3 31/2 4 , Alio , rW NOTE IN, ROTOR) ; a OX-L" L 00m EA , * 11 I C.& RED ENGINEER, SKAU SUBMIT 70 THIS LATTER Ilir SITE SPECIFIC MAWINGS FOR REVIEW, L � -�-,�-4 A - W, C& 0 ,� - m ji RT41 ws, W 7/31"Z/12, UT WITH WINC NUTS PROPS USE OF THE PLO SUMEE MOR0. ACTING AS A DELEGATED CNOINEFRIO THE 1, 0 NOT W oIc, - , mwt� I - --T--Z----F - SER Iwo 21, M a I , � � -/4 LAO 4 � III \ �� 1/4'. LAO SCREINS 0 r CC W1 A,3) 94 CASE THA7 PRECAST STONE. PREII-M CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS RE FOUND ON THE I I , , - - "- 'Z EXISTING WALL OR FLOOR. ANCHORS SKA14 BE WK VOJW TO BEACH THE MAIN STRUCTURE BEIOND SUCH PARELSL (.) THIS P.E.O. SHALL BEAR THE OAM AND ORIGINAL SM AND SIGNATURE OF THE PROFESSIONN, I !lr z - j�.12,,C4jWIREV uwm , � ,� -,I I 1�� .,, =. .%, THREAM PONETIMPw 2 Vr I - I - - w .-w , L OF PLATE , 7 I . 11 , , 2 ANCHORAGE SHALL BE AS MENTFUNED tft &I) MO IN A-2), ENGINEER OF RECORD THAT PREPARED FT 1. I ,A I - I I ALI�ml ; � � - PL1"iTr'9=11I1 ---- ±:�� � I - , \ (a) M-L�w_ma_QQKJ?uE-ALQ9&A��,L-As3LC--w It. SHUTITER MANUFACTURS'S LABEL SHALL 13E LOCATED ON A READILY VISIBLE LOCATION AT VOW 3 1,1�2' - I - I - AMEBA= I "A 1� � 'I I 1. I INILQ-QUT aula= - ;/4" : TAKON ANCHORS AS MANUFACTURED BY T I. W FUILDCI�' JNC� PANEL SHUTTER IN ACCORDANCE WIN SECTION 170,9.2 OF FLORIDA BUILDING CODE. ONE LABEL SCALE 1/41-1^ L i -1 , ' SHALL BE PMED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1-7099.3 OF THE - � I INTING IMSTALLATtOli - 1/4' N 7/8 CALK -IN ANCHORS� AS MANUFACTURED BY OPWALT. INC, FLORIDA BULDING CODE. � um I IN - /4'0 X 3/4* SOUD-SET ANCHORS, AS DIMOLITIM BY ALL POINT SCREW, DOLT & SPECIALTY CO - . - #14-10 PANELMATE FEMALE ID AND PARM-VATEE PLUS ANChORS, AS MANUFACTURED BY FLCG CONSITIUCTION PF?0#mIIHHhNI 01110014t, ... I. 4XIALLATIONS ARE ONLY MLIO FOR BUILDINGS WITH DESIGN �WS e -�- I- Wgfir SCALF 1/4--I , -- , UP TAO'SSC' 0011RHIAt". tvr..L-- .-I , . UP TO .66o, -75L3 0 AND �ANECS LENGTH -101. SOUTHERN E[ ; - ,4e�o ,1AMm­­ - - 1/V 0 7AMAC NAIUN ANCHDRS. AS MANUFACTURED BY DENALT, INC ,<Sk��; -!�iolx, I ,iik A� T11i , , . ". .... .., 2, FOR NEW WOW FRAME CONSTRUCTION WOW MEMBERS To BE 8 " -V ­­­­ /,)�NSGAUE 1/4'-V' '. , , , '. _ _ ITT) MINIMUM EMBEDMENT OF TAKON ANCHORS. MOO PMELMXrM AND ZAMAC WILIN ANCHOR. IWO THE qg*'Of\.�CE .,. . PINE No 7 wl SPECIFIC acksTly OF 0.55 OR MUAL �11*1 - -- - Itn IT Velocity Hu cone Zone) . i� '. ,�A '.. 1 I �c , .Eks��.7 I BLOCK UNIT SK61L BE 1 1/4 ,,� .. - FLORIDA BUILDINIC CODE L _ High Velocity Hu � � - ; .. -� FLORIDA BUILDINGCODE (IfIgh Velocity flu cone Zone)[ - I �� .. FLORIDA BUILDING CODE (High Ve = -' ' `N0XN` flU=V. w f., �Z . - todly Hu tong zarva) - K FEE CON N644' 67 - 1 24 GAGE GALVAWZED STEEL STORM PANEL 9 .1 0,2) CALK-thl & SOUD-5ET ANCHORS SK41 BE EMBEDDED 7/8 � TO THE CONCR a UNIT. No v = = I NO. I �E .2m ,&= w- amr-3k . = : No. 4 -. = Sapotm . It . 2 20 CAGE GALVANIZED STEEL ST PAM. TO �. = -21m 1�vm � r1p - 0-20 SCREWS USED SHALL BE � 1/2- LONG MINIMUM SPOULD #,-Tr* CIGIST. * ,�� - �- -- -19"" " = *1 * !*E GRIM PANEL ou" vt� SEE i i i =** :*� 20 WE GALVANIZED STEEL STORM PANJI STUCCO SHALL. BE FIERIATIED 1/4 1, I : ;! I W As -- - . �- - /Z41I = 1-11 --� ------ WELL i 5w:mm NI.. VS -.,wp.r.AN.,eArE0 M 0000 � . z - omm"". W: AND I' MINIMUM FOR WALLS WMA NO STUCCO. S- `.$'. STATE I F - * -- - GLOBAL PRMECMN MoucTs. =. 1�,L 'I. ,,,� . 0I !-a-. 5 it 0 of I= c "N'D INSTALLATION TYPE ON MI 2 � -0'� [mi ("-�A NN � ­ ,--��� . - -- LLC. I'm - � - GLOBAL TRL" "'n"No " "Ne"'Me" co'"ANT 480N) se $1 T"NOT PROTEC710H PRODUCTS. I .. S 1. - -- PROTECTION PRODUCTS, LLC, "I'A""a" 8.3) IN CASE THAT PRECAST SIONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS K:N TV k'�Omit P' ..' . -: -'Z'.' N`w " ! = m .. DIM 7L 4131. 20-175 �.�P- ­ -TE C -0., \ GLOML I � "', " "N - -"I , ;p �r­Nnl L ER_EipMSJNSDMLDE­.,&gaML I AM MI ! I I ­ Z RJECOm EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SIX A Y'S�'­ � ...... 'Vr�� �ru 4 0'4p, PKQKE 06009 401, - IXF mm Im �1. . V".1:w;1-1ILw ANCHORAGE SHALL BE AS MENTIONED 94 MI) AND IN 8.2) ­ VVIew - Aw .. �:.m , ­ ck-bac!"I. - Pmm (oM)w0­?ImR, NAX, immTow-M2 20-176 11 - I "IN ­10404 � I via "`1,vt`�y14NAL ... " a�E top & BMW MDUMnKm CAN BE COMBINED N MY / .11MI21,08re MO* PN%L Ew*)mw�n". F... Gmitevo­.m 20-176 P.I. Smlw�i I ... 1111"­,". - CA-aw?"t -ft; I - atum tm� my To Str ANY INSTAVAMITI'L SCALO 1/4' - I* xS7v--t*- I - m - -- ;11111 ;00', s�&14 Z -J--� 1�� - I I -- lilt � ­; P't %kwGNPNaUmrtINNTE C�Vmm I - .1 --T� 0110000, k.� - .V. � N= aj I - - I K:�M� ­C,'a F 1�, 1 ­1­4� � SFAIMONNIUMEtUm 19 . - I . I --- +- *w Im ot 7, MOR 1 WITTIER TRACAS #MI SHOWN I`00 CIA , L 1 � . - I . . - I - 'i I I I I I I Lu = I MAXIMUM A-2.9, 2ENGH ER0 J5 AND CORRE"DING 1/4, 3/4, 4/5, 5/5 & 6/5 * 2/4 JW/6. 2W/6, 3W/7 & 41W/7 I INSTALLATION DETAILS FOR REGU R EANEL(f) � COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG MIRM PANEL SYSTEMS mAximum swgu PANEL (D LENGTH *0 SCHEDULE Q= FOR REGULAR STORM ANCHORS (SEE SCHMULE ON I IIIIIIIIIIIIIII (SCALE 112-1*) INM PORED CONCREM 0SO= BLQQK A WOOD (t) r wx 31 MAX - --- ---- -- ---­------- ­­­­=. INTO POURED CONCRETE.08- CONCRETE 01 EMELS INSIAWAM , 1, MIN. I SHEETS 9. 10 SIT) -, I MIL - mu 5INJjJS PMELSO , 6 ' . - -------L-,_'-L- ­ --15.125' CITTAL WSN)---­­­­---­­- I --2,twr- - ' 6 a -1 � ! 0 ... =, =G�rRETE _ RSUNG KUM CONCRETE I -----l25W (EFFECTIVE WID"------- ­ - - - ,--- ! - I �49.1* I Alm DR a Eta= mum XZ-G& - DR -, �; -I-,,- I - I CONCRETE BLOCK - 114W � rT-'I---I-r r-1--1-r--r-?-­`- REQUIRED. REOUIML �- -­ 4 ­ - 750'- S "I D.M.,O,(�), 4 F- - F­ T -� " - -T C1,`4 I � I � I .� -- � - I - � 4 C-14 - 1­1---­----­5 f/. (1m)­­­­� i , I I " ­N) ANGLE 0 6 1/4' You IRA=-2-mil) * mucl i . 1 -V4�� .1 - � - ac. ­ ----., CONCRETE ANCHORS CONCRETE ANCHORS—- 3�.?, - , ­­-I,3�0 .- i L I -"�o'- -1.350 - / " I w ; Jar�,, - .we, � �,? OR a 12 T/I (DI @ or -- -1. MSTING POURED cz.) . , : I I " Imp, I �- I ), f-, . -WRIED) MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH i ", (SEE SCHEDULE ON (SEE SCHEDULE ON � 0"I -'a"', � I I SHEETS 9 IN SHEETS 9 THROUGH 10) CONCRETE OR I , � ,.L,r / I i .L+. OR .L-- (m) a 1L+" OR "L-" (ft.) 0 -(�) \el� I - ,I- � . � t N I � L l--,-- �� � 9 CONCRETE ALC 00 � ,2J111 lb N . "'4!, " 7 k-- . . - , i - _I o. � ­-(�) 1/4-.-r,�. � ; � DERS � � , mamuo JL&V �X , � � I -!­ 1 I I --- , ­ � I - = i-1 - 'S' , ii"' 1 .064' 1 ." � L I - I - "I'- MAX91" ".O. CONORM AN WOOD DESIGN CONCRM & INODO -- ­ ­t ­ ­ -- 2 - - --­­-­­­- � "I -1­11­1­1 S g ; I �-� jl/e 1 - w'"INII 114, mc " .C3 - EMMETT �) \, / �<, - ., , - ­­ L---- L--."- - ­, MW­ ­­­----­­ CONCRETE ANCHORS I � . . . .G... . I PREsbmt RATING RWALLATIONS T INSIMLATYPIRS t � ; -,------,I -= = I EDGE rYP , I r - -- ­1 pl­ ­ 11 �, ­ - ­- ­ ­ ,­ " ,- - -1 ... ... J,:� - �r- � � I (SM SCHEDULE ON AM � I i ---&�" I (p,..C) (+ or -) (P,.,f,) (4, � -) I I I I I � 1 4 1 w = � a -so GAIN. ; ,e.,. "I -- ­ - I EX SHEETS 9 THROUGH I- �- "I - -i� ; , -- KFAIL A 4F k ­1 , - 'i ___ _ - L " -41 -- -- , I v � � � QRAM 5D MINIMUM ­­� IL I?5, I-- 7� tt==,­ -1-3 L+ --ia.- L+ L- - � _ � f, , � , : I wo,---j � 1 25' f 2ao 121-01 ­ , I --­--­ i - -­ --- . � 1-9�) VIP) - --l" � I : C-) m L i I - :5 C= 1� I (D STORM PANEL I - ,,W-- --- - ­ - - L 22to III-01 I I'-4* 'o,w - --y�­ IT ­ -0�v ,- 1� I ! MI I i - I CDO = W"--j ---1-­-1---2Low­ 1 ., _ _ , _ , _ _ ­ :1 � F L PANELS SHALL K INSIALLED ALWAYS ,- �- - 2,wr - - 7 ?'-a' 70'-s' =a W-0, ?01-7* ,g:_ - - ­ - - - I -t I -(I) i � �, L � I , A .$20 1 1 1 1 1 1 1 It (Di � ---�-') � C m C-D - - 11 IMEIS - I . iii, ,., - -= m c-�j �SEE SECTIONS AS .1 S ' ; I � '5'.", i L" te-Zo." FROM LEFT To RIGHT W/ 1/2' LEG MG 10, 0, -,I LO W-tv' 01-9- , -�S. M.S. BOLT W/ 0 0 EAL OVERLAP AT DO AT LEFT WE OF PANEL (�) 'H* HEADE (�) -f- IBM (�) ANGLE WITH 2JUD - -10, -ID" ,.�'. I .1 3, I -- - R-LTED P-E *1 1/ � L�­-- - 11 ­ I ... I 1 40-0 1 10�1' *'-s' 404 9�2, APPLICABLE) � (SEE SECTIONS AS APPLICABULI I f - ;�� ... I- 11*'�-4K)Nl - E,D1 .L . I = " >41' I , I' wii,i p3m A W- - - SMIS IN I -1 i - al- ,.�,,,� 45.17 l 91-S* IIII-91 Evk- 1, 81-r , �. I I i I SEPARATION - f - 11 SEP .11 - " ! 11 . 0 ED = - - gP. TOP EDGE - (Wnj ---!io- - -, :.. TO CLASS -- I w PER 'via . FINE, . IPY-0, TO I "I ,-�o , �'. 1. p0m, 0,024 Sao 9�11 8,-4* "'D 8�7, 8�2, .. ­1 ! L � I -- � �1, " I L" -'- - ,- ­ 1­ I ­ 1, , I— I— - I � I- -- : I � -1 CSEE Utee, VIER T-uj I � '.' -,, 9 -f, PANELS END UP ,, _" -­ . i I T j � � ; ­- I— - ­ , . CU (SEE SCHEDULE I -- - ' L - 4 %* M.N. 0 3) 1 . " _ - I , GALVANIZED Sma -- a --,-r 7'-O* � T' 'I L ... I -] SIT 0 t PANEL LENGTH 4 i I `�., 1 �3751 f -,VQ' ' no 8�7' d*-0, Mo ItI i ZA-N-,' ON SHEET 3) ON I � w/ mci-whiEviiii I-,- I � -0 �. PANEL * , M.N. --1 .- toos, � MO 8�31 -- 7,-?* - 6" 8'-O' r-3 i I I , 11 I , PANEL LENGTH "I I -,-__ � ! �'�''L �' I I i �' - -­ ; I i i 7 1 "L* McN. IlAft. SEPARATION 1 'I-4. 1 i i - i ON SHEET 3) 0 I L -11 SCHMUUE - : `­Ilicr , 810 v'-o* 66.0 7�8" -2' I : CONCRETE ANC IRS J�­ -� -_ _L L � -� -- L � � --- I C � 1-­1 _­ I (am ScHrouEE 00 -�, 740 1 -- - _,� . 1 1 , I _ __ _��­ I I T­­ (Sm SCHFoUtut . :1 9 '" - , 1-1 - r q . -- I -;�­ ­;C-0- lao �75- IT I f (SEE SCHEDULE ON � , i 1 ON SHEET 3) 27 ,-­­ 11 --- ON SHEET 3) .1 I 13?a 0270, - 0 1 / I ; SHUTS 0 THROUGH 10� -- - -,( 2 ­ "I , I 0.3 . 1-Z. I 4 � i � . !!I -"--" - - L 75.� 7'-S- 6'-Io' D.M.,(�). (� Lj i -01 0 . L " i i --- 7 250"o El--d- 1 J 0 I : .1 I 11� I - � , - - - .1 - I I L - - L- - _ _ I -No% , i 1=7 1 ; - . �: m �� a, I I " �--, I ---�� , , . -- , �-M'�, -L-A OF 'L , I I I "', --- "T"' � - �' I - " 11 I � � - I 'L�l I -41 -A! ', % , *- tll--�'�� �,�' I I ; I I L!-, � I If ;-__ ::T I 11 I I t , �--- r-= I" � L­21W711"4- -MS- , * ", W�L.M,S . NUT 4v- CZ "�. __ 0 12' oc� ---\ W__ NNH \ I ." (9 M..) I .I .� A 1�.",,-,V: CAP. I mi I L 4 II � 4:`--1 z "I "o) z 1P .W. 8'.110 - - 0 . , OF - 7-71-- : 4 "" so� , -,7, 10 I � F.��Ii�, 17 1 ; '. .. ...'E. H -, - i�-A M04 I �� I : I : , - I "­­ 8010 71`r 6*-?* sav 7*-01 d I-S 1 OrU L­ N' MAX, � � 41 - �]- - ,. I �- "71 1 � "a"N" I � �i: �- .- - � -.2-591 * - -- - - I I ----� - - ,I- i - , ", I HEW , 7, t 002700 @ - 4 1 MAX I -(D � 11 W ED -= W. I . I mi.. '"' � I I %*-lus, I OF-�m � i - I k, , I - -(j� OR @0 - -0. 6*-5* ae 7-(r 6'-3' i 2/4 4. 3/4, 4/5, 5/5 & 8/5 I -1 t ­- 110v HE I 2 ,5; u Cu .10 " - 11 I .. t, , am 11 I . 2.2"* - -- - -- , Z" At - -�� I / I .m. MINI, ; - r � ai .'!-t-- L*.16, 2W/6, 3W/7 & 4W/7 , i ISOM&= MW AM, A L-1­11" , - Sao It, -I, '1� --- .13311 4­ I'L L'i 90.0 d'-V1 61-r 7 � I .� : 0, = = . - ! � ROUNDED CORNER 0 ENDS 0 PANFL'� I . , ­� - -.­---ANCKGRS (SEE SONEGULt ON StIgM 9, 10 &11�­ ­­­­ ' L-,-' I I � � I I ; - -T ;-, Ir 1 A#. .mi, LEFL O&O . &I-r 5110, L -� ,�� I � I I., I � =. = I � ,E. , 62"O 1 - ­2H IFo � � � i � I -a. .= � ! � -2,378' ­ - -, END UP W/ HEMMED MG toD.0 11-1. V-It* P0012 1-1. III-r � ­ - I k� 11 i � r.6, -.1.," I " I - ; REQU NgL.nt ELEVA-119N L � � It ­.. " @ � � I = r= : � (imLTS) 37p,-L­,­� In, am. AM" '-3- V-1. Ima -r 5,-41 ,/1' Mo. GAP 1/2 . --" - - � - - I, -- I , � � I 0 " -111- 4-41 , -3 0 � I.Sw I -, I I I ...... ­pW OF PANEL ja,6 1; - 6, I NLTS, It._ I �011 1 12 llr CC � i L­ � " --i � - tjow ' - s'-?* 'MI, - i � NET .1 I � .057' _�l Mo 51-7* �r �, =.T� (AS APPUCASIE) � 0- U � ­1 '? - - --- I I . I I (MR. VOMAP -1 NIHKU VO4M . � � __r � - ; ; - -fil FMO - #'-10' � , 11 ,= wNm MIN, MRICRETE ANKCHOI - .3.7w ,072- � (-) (�) jR,W%W'R (�) KEY--W,V-KL Wn ­�,"Sll­ I IISO 51 ---"I � � � � I— CONCRETE BLOCK L-L I '. t I - I -­ - - - I I- - I - REQUIRED. � . , - �­ I= _ I . - ,� I 11 #'-e' , 0t� - SHEETS 9 THROUGH 101 ., - � i I � I ! .SEE SHEET 6 FOR AD - --- - __j -.�t . I I -.-- 0 -,,-� _ i I/A'iTl; ". MA W/ NVT -- - --.---, ----I -- -__ .- I (SEE S 1 7 24- 1 IF I MO SCS u __,� 0 / � 1 4 - Ats" 'S - I MNn,, - t� ; ,7w- -, I � WEVE MENDIN IS I I'. VVTY S, -0 ONLY WHEN San I 1. . 1�� I �-� \ z M-\--,Z= � : i - I , --- - ­125 ONLY VAM FOR INSTAJUAEONS IWO I C-'L \--/ \­1 \-r/ \---/ '� LEG LOCATION a CALK -IN ANCHORS; I ! I i I - WOOD STRUCTURES, MINIMUMI SEPARATION ED CLAM SCHEDULE wx. GAP , ... I AM USED A ­ M CONCRE"' PANEINATES 4/H% WHEN I '­­ MAX, =9m : : ­�- I CONCRETK-, I 0 -7=97. - T , 5. (�) w Lm 7 I " - , , z (,�) . L"XIVUM ALTERNATE -Ymcm CONCRETE CONCRETE ANCHORS ARE USED. REQUIRED. 1, mm - I PAN WIND SPEED .: 770 -P�h WIND SPEED . 170 m.p1h -q) N'TS, -10 ANCHORS BLOCK REQUIRED 1­2.�,.� ------- ------__j -2aw -- 2 EL LENGTH , L .000 ; 3.7w - STAGGERED W1 51116- - � '. : ., .-" (m SCHEDULE ON !� ­m I -- On) RESTRAINED (SEE SCMULF ON - - -2.MB*---- . I 12!r w6* ��- Momm SHEETS 9 TmRwGH 10) SHEETS 9 THROUGH to) J..118 i (",), I I � I I. a. Q(t) �1. VAWA ALLOWABLE PANEL LENGTH FOR A GNEN POSITIVE AS-& DESIGN LOW. - . - q 'L 1.7W 1 30 OR LESS I' 6 1/4� �,W,f . - MAX- ALLOWABLE PANEL LENGTH MR A GIVEN NEGATIVE "O, DESIGN LOW I z - 9�u , .33 TO 90 I. 1. 7 I/r 7 T/F.- t2) PRwAmNF TO DETERmim.- MV.vMUm PANEL tEmmit (�) REV. *H* HEADfA @) *U' HEADER 0- ­t �- - -- 1, MIN. To S, M­--- I- , I - GIVEN A POSITIVE &Sb. DIESKIN LOAD, M700ME MAGIAN PANEL LENGTH 'I,+' FROM SCHMIJUE. o � : 7 I/2- 1 = = 4�� P.tLOAD L&.� S ta&rATI�1" 7 I1:r THE IMUrM '1� FROMI= - I— 2400'­ -- i >90 TO 145 '. I I- - ENEY. PAN ,VUIL13-OUT MOUNTING MALL -MNTWO MLL MOUNTING 4 DIP= mQuff (R S�� ma '­ j =M ISIL11 7 I- I I- . ­.- 7 1,12- 1 BETWEEN 'L+� AND 'L-*. � 2ECTION 2 IQ) AM= FIN AN 1-11 SCHEDULE BELOW FOR MW PANEL L04M FOR POROSITY OUALIPICKTION MOM J AEON ; 1 1-3,000. -­.�­ OMI-16 AU0f "t.00HIM, NN kLl) J jzz&K u h i le WIDE1 - I - --- I t OWAAA106 INTO WOOD ARE UNITED TO t 95 0.41 MAY. AStL KUM PRESSURE RATING I SCALE 3/8-l' 1 3m - *;37e . 541 �, � :-�Joo- 711gIN111"wo: . ,41 �:-N,4 a 4 so 4 4 "I'm".... I. Nt*j;w.wtjk'wflw!1*11F7,"I L-----i7t-. (USE: ONLY iDR­)E--Z -RM,G Smouw� PANEL M1,11111 ft .0112" � , Q! I I I ...I it 'N MI" Lowlit ;,w �Rmn- Lrw�Rs FOR - F --- F- �11. --J-275- /V,."', �wqi�11\ SYSTEM) 6063-T6 ALUM. ALLOY , 11 1�114;14;i�%."�11 ! . - �"` I I ­­ MIN, . I ­­ � -, ---,-T-- - ' , , �it - .* A ­ �­-." I I,' ­n L­ NO. 44187 I WIND CODE (Non High Velocity HU come Zano)l FLORMA, BUILDING CODE (Non High Veiocl�fy HfWu cone Zon,01 1.6 � ?I ,,,,- I- IN I - Emso, I— , I FLORIDA BUT ­ - FLORIDA BUILDING CEE (Non High Velocl y Hu come zone)l � , 'L .1 123- !�. ---MtN III (& MoL 0 0 ,I- ! am IXT100, INC. F.P. I .1 F! '066" ,1,201� t,,-J--I----. . 24 GAGE GALVANIZED SIJFA STORM PANEL i I � ,11 � 44167 -, I own 1%m% W, 24 CAGE GALVANIZED STEEL STORM PANEL F.-I / 11 i ecom MIN= mc. N11 - " lw� - ' I W."Al MI' f * - - � 24 CAGE GALVANIZED STEEL STORM PANEL , ,- , $TAT OF 11 � = . = my" ft f I. ­-, t 250, , .. - � 10 ;WE I ' M` 07/tEl"" MOONS = *; * , - _ - yk 1. --- . = I", � "/"/"2' GLOBAL PROTECTION PRODUCTS, E.D. - EDGE DISTANCE � 1. I '"I"'m I- - - 2 t-L ts, L'SEE SECTIONS --- �k 0 ,,� f 11LIECOfNe GLOBAL PROTECTION PRODUCTS, LI.C. - I'm - I i- -)S ". ' TATE OF ­ 0 - GLOBAL PROTECTION PRODUCTS, U.C. O.m - L 4WN1 &W. 5 57M � n ( 12 �� > / 110i Z 3 m. S - - ,,.� low Sx. 5 STAIDI TOP & BOTTOM MOUN'TiNGS CAN BE --1 n, �Z,q. I (SEE SCHEDULE ON - - .w 51 STREET am rL M 003 � I-,. ic-,*­ ORIDII -20 AZX SHEETS 9 & 10) XMIANED IN ANY WAY TO SUIT ANY -,- "OR0, - . (%%)on - 0*4)"� 20-175 .7. ANNE, F.WT1. .. . F'. .0a, -75.& 'A;c m? -- Ten P-Ow (W)wPI f- tietymIe-stit, 20-175 ... , -w 0m.)m 20-175 � , - - nN uNNNNN; - - "Ill owmw N.; @ BUILD== *F" (R RUILQ-911I *F* TRAC @ k @0 MIJUM WNGNUT . --.------ CA-000719 1111 � '1111Z i;-­ 6I , - ost)ffw� NSTALLATIDN. I - - IHCW- W)MIA-1.0, "I't ­t,m P.F WAjumanw"mme I I - 'R� Ru -- CA-0006719 PE !m-1 1 - 1 .1 - IMw GROWN; ft cx-aw"'It -11 - 1-1 �--�-...., - - TRACK ANGLE (ZAMAC 3 ALLOY) WJ.M A 0� P.E I - - - ---­--- ;iwqwu�--Ir . I I WWET 3 IN, is 11,4411 IMLID, & Raft 1� ,� . In 44TIT? SHUT 2 6F I *=-&IT# '-'- 1 J, Fmq - � LIE1 I I I I I I I I -- I A I I I , , - - . I I I I I " ---------, , ­­ INSTALLAT-10 DEIAILS EQR REQULALPAN" iON 12EMI'LS FOR R PANEL (1)- ,- I INTO ENRED QONCRETE OR ONCRETE RLM-SISUCIURES - INIQ WOOD STROTURM ,,, - -­-1 � A—- ­­-1-1-If INSTALLATION. DETAILS FOR REGULAR PANEL W INIQ W90D I ' ' _____, -j­---` G7 --- 1A 7 -7- ­71- - r , - -­ - wio�l , , , 1, , 1; , ,,I , " 1 'r , � ,.' � , I SEPARATION -- L-� �i�.'­A­P , 11, I - i I . - - Iii � TO `:LAW --(D �,71-0)­T"";- '/ ,- � ill, wow ANCHORS ' , iU , .----- � -.�,. ALTERNATE CONCRETE � "- , I L' t , I ----- , " , I � I ANCHORS LOCATION -1� - �-T ,,, - i - "/ ., ", I - ,, SEE SCHEDULE ON -, -- (SEE SCHEDULE II'vII-20.1 � �? / � I —ALTERNATE LEG -(SEE SCHEDULE ON I -1� ) � SHEET - ,� Itl - g­ I SHEET 3) - -;V.,.91i&,v@ : 4-.Ir (Mh) MIND WDOP -, , , I -�.­� - ItICATIOh! � EXISITM POURED ODNCREM, SHEETS 9 THROUGH to) - -- --� �/ ,- I., 11 � it) ". , - , ­ I L - - .. all - I. .1, 1� 'i � � - 11 � .. - CONCRETE ANCHORS ­ EMSTING POURED COWME71 ,. �, I , - - ill I -4) .-, - , � ; I I .1 I : � 11 I I (SEE SCHEDULE 09 OR CONCRETE BLOCK I --- ,�� ' 11 " L� , . �� , 2r:;�wv I -- - � - BEAM REWIRED, STRUCTURAL ' ' � I I . i , Cn -4-0 - SHEETS 9 THROUGH my, OR CONCRETE BLOCK � REQUIRED. � � I �� I I . q'i F 11 I ==%, I ADEQUACY OF EXISTING WOOD 1' .' ,A --- �r � I REOURED. . ;;�� , I-, - � I -L-"-- v M­ BEAM TO BE CERTIFIED BY . .- � . - - - I . . � �. I 1, % ,� iii I , I I -- -- -----------I PANEL LENOTH REGISTERED ENGINEER OR , � I � , � '. I , ------Co. -LoCAT,ON � z , � . I , 11 � t w I --- -� ` . ",I " .ALTERNATE = CONCRETE ANCHORS WOOD I � I '� I I I .1 , i � , . - a) . I � I 1 ­0 WOOD ANCHORS _ ",' -, ,- I fli , I ARcH= PRIOR To sHunm ,',' ! ' ­� - I i � ,/ (SEE SCHEDULE OIL- REOUIRM� -� "' �- � . %2"� I (SEE SCMEWLE - -- il - I =V%i4r , ; --- -­. -1 I , dCHORS - - � - i �t! , , I ­@ , Min, . . - � . S"E=CTS 9 4) �, . I �Sm SCHEDULE ON �� . ,� " I I I-- I ON SHEET Ij-FOR INSTALLATION. / / ALTERNATE WOOD ANCHORS . L I' win. - 1, ; =, --- ; � , t I/.- " H - - i I- -1 . MI, K!x WMA" READ , I 11 WAX SHEET 11) , I ?, 40 q SO, SPAM vp � SCHEDULE ON (SEE SON � , - ! I CD a) Rx wtw OR . ON � -W-4-m- j­-T/4� d . ". I I I . i 1/4' 1* -, . -1 01 or , - ET it) 1, - � @�- , 1, 1 I N.,wV.ERI.NF V Ve ­ i - .1. , , - ­6 = .12 =4 I f SHEET I ILVU =-:--= -`t -& ./ w L I - I/r q � I _--- I/. 1: S� - W/ " MAIL . ,. I 11 � I-, ; ,. ei` I k i MAY, . k �] 1/2' ' 1 .- *'I i/2- ox- C . - i ---- L � � I . . a k". CONCRETE ANCHORS , , IN 'm ox- Z. ", . � I -­­­­­-- WOOD MLAULIT � L ". , , , I -1 - ­ ! I ED f � j I I 94EM 9 THROUGH 10) �,_­ I - -----.-------- i , � , I ; - ! I . �­ -------I (n _ I - � 4, (SEE SCHEDULE ON � I I ­­­- ,,,4 -, I "i- \ I I WOOD HEAD -0 /w 1. I " MKI � c ,� ,,, � " min, ,I - I : f -- �� _ I I --­ --I REOURED - �� ml�= ,,,;,- 4 i I - I- i ill - I i ,. i I , ­T ED A I I � )" It ,­�,:-�,- i I � 17 I � . ,.--";w - W"= I I T - I F�b. ; IN IT ", -- . .. �­A­ -- I V IN". I I I k ­­ i I I I I i 8 i - I i 1 , -, - . - - �,- � `- - 08 i I WOOD ANCHORS , , . 2 . , I � I W," 0 6 1/4* 0C. j - 11 -"' g I I ----,-L--,-j Clv� -+--# : � , ! I PAWA. LENGTH El"', � -�� , i ? - �A � � ; � � � IL ; ALUMINUM SPACERS 0 12 1/2- - � i (am SCHEDULE I . I . I 0 E In ! E.L ­ i 1 , vy, 11 , i � ---- -- - I I i T LE DR � , 1, �, W` , 7 I-) � 1-I i G1.jRj 1 MIN' k I 01 ; i " 64 FE TABLE 'I '" I � 01, I I , I j It I ­0 1 2 ; m a ON SHEET 3 1 i I I I � "ISE, S1 " I m I .. -1 I � i 1 1/2' IsERARG& To w 1. I MI w SEE 45. 1.711 RIT." FOR . a j FORS=0 SEPAPATION v MAX. � li I I ­01 ; ! -­01 1�� r III i I 10 i I I -10 � I SEPARATION i ­01 *vl 1AW 1 1 PAN LENGTH , � !4 LONG SUE"So F I M �> ,�' � I - I PANEL SFEEL - I I R. t ��� �­, --,�,pk, -, I I ON SHEETS I tEWTH I � f�� � E i I i � 1 TION To CLASS Ito= 9 a to 9 (SEE I I I 1.4wusul i � 9 - � I. . SCHEDULE I j 1 ','I ,- PANEL MATE FEMALE ID OR PANEL MATE 0 1 JJMJ__+-_­ ­­ , � ­­j . -4 (Sm SCHEDULE ON . %-ftr � 9 ON SHEM 3) /11= : ON SHEET 3) ON mw 3) t --- - -- ON SHEET 3) - � �!, ON SHEET 3) ­1 "*1 i M., SEPARAWN TO CLASS, 1VW` = ­ 1. 1 ,� I -A. li�a i-­(SEF=u.R1 � ( [1, I � PLUS (SEE SCHEDULE ON 94M 11) .. ;i >. - ­1 ) . � SPACER - -- ---- - 11 11 ,---NA- � � � - , ­�:L .. � MET SCHEDULE ON i '0 v Nm 3- % M.N. L ..Zo � /4%-Aftv , -- ­'­`�k ­ � - - , i I , ifl, - -L I I U340TH ET . -L-M.� t�-­�­---- ; ii� -_ _,Ik,--- ­ :.­,�, 41' f I � � (LINE: rw fta PANEL L­� --S�­­ I ­ (,.,.=. IM FOR FINAL I ­ I ES I � � I um. VNv r-w) I ", PANEL LENGTH �, I I (SEE SCHEDULE -, - � , k-R, ­ - � ­ �� -n PANEL LENGTH , , �c - I .. I : ,.p� � �. Ill - v iw L � 'L � j" 6 (SEE SwEa I.. ­­j­­ I I I USE FOR ANNo. I ARATION �,,p ­ ­. --- ­ . ---- -­--­ ­ �­ - ,­ -k- .- - 3) 1 - - -- I# - !!�­r - � rL I . I, , - It 11 c on 7-w) z i 1 2'x4* - � - -i PANEL LENGTH i I I - I , : .,!t�wl I . CL , ON SHUT 3) 1 (SEE SO4MULE 1-1 = " ' SEPMi WOW ­-� Lem am 1"n ON SHEET ILE ­­ -­--­­­--j ONSHE 2%) -- 4 F--- % GLASS� � I -- I SEE WACDULE- PLATE REWIRED - OLASS�j , F)"St"al I -- I I " ­01 -1 � as 4 ---� I EXISTING --p - 7m 1 TO . - I SEPA"X 1 -.---,. I ; 1 1 ;� �;mr 3) CL . 1 ---(D 11 . � t GLASS -.4 =r (SEE SCHEDULE z -- � ... . I­-------v -----I-- I : 1 1�7­1:-­ ---,--^---,-,-; k ON VIM 3) 1 IMM MOUNT �1 S ER ; I I � I-- .- I . � 6M "I'll ­­ - - - - - - - ­ -_-,� --- L ! i = I I � I i i I 5 ; C/) - - " I I L­1 I L I * I ; ALTE It i ­01 J­�­­-- : I I OF 10 I --�­'J OF % i �� , � F--- -1 I ­­­.. I V, Aw i 5011 L < L i I I I 10!m - .. � I - OF .L. � . ; i ` ; c 111­4754 1 SCALE 3/Awl 50% I . 11 (i) -, I , , I 50% I I I 01 = L , - SEE TAME #1 ON SHEET I I FOR MAX, PANEL UNGTHS & It I OF *L* : I I -(�) : -: I � :. � 0 12 1/2' D.C. I Ma. I - - . " k , --- 1-1. .,,-- ---L.­-­-J ;; i � It 7� ", � I I I I - ­ i � " I 0 12 I/r ac. � I MAX ; to 11 I - 1-i­ ­@ Z� -SPACS-- OF 11' : I I - . I MAY A.S.0 DES" LOADS FOR INS INSTALLATION, I � ,tr �Ll LENGTH I OF -L7 , 'I (4D-- i , - -�@ ' I— - - ­­-JI --- --- ---_I 0 11 MAY, : ' i I . L I I ; I .-- � 4� -11 -- I " I 0 12 1/2' O.C. , , 11 I . ­1 I 11 I : . ! ; - 1 - -� .----A -I. . I ; ---' I � I I.,- -­1j-`1--= , @ � 1-1. - � ED , , V i ;2-- W 1�' - (m ; �� 11:1� - , -­.­ I : I— � = ---- I � - I � t - -­ .---, I -..- - . � NO fit I --�)�- F L - I I � . . , . - �. - . Ir Hm SOLIS CONCRETE ANCHORS I ­�- -,,�:� t - I ,�� ) � , ; � � ALLOW -­­ ­ ---­­A--------i I—, : - �-' I � I 6 1/4. cc � - . � 1� " � I . - 71 �i R , � , , : I I , WOW ANCHORS * * lam- ; I I � I , � � 1; � I ­ I I I ih I ,�, 0 ED" OF OR SLAS SHEETS � �v 2 1/8 AING ­ ALUNNNUM -- ­1111011*1111w L i , L I , -- STAGGERED W/ Sm -­ � j - . � , 4# n-n.. : MG FOR --.-, p I - ONO -, - - - - I 1 1� � kil '- I _ -�!T I -ALI-D-ESKIN 6446s' ANOD'C' E� - i ` I � � 11 , I � I Pt I I IN - - -0 ,I i I ­ . L I ,. A - wii��Ilw CONCRETE k ... : -­ I I, W 12 1/2 - z art- . :� '1/4- INNI -�!�On W -�non -�non �nctzs I ---- A---&- ­ j. . --i ­1 (SEE SCHEroOnN ' I I EKISTING POUREJE I 1 1 C (SEE SCHEDULE ON I - � I , L . kja:T. CONWALL 0 THROUGH (1) " SHEETS HIT THROUGH t6l I k ­ ---i-t , Dmow) � PANEL L - � I I (SEE SCHEDULE VAMP VA Nw BE I TIr wm F, I �­­­­­­ ­t�­­ Z-XS' WOOD % 1 '� � li� , � SUNG POURED I 1 � �11 I �, sPEEI 11) (4) INIVILLARCIN IS UMP131 UDINE STCRY IRALMOS WH 43W 2^.4' WOOD PLATE L- EXISTING POURED CONCRETE � I LENGTHS WA SHEET 3. � ' i i I c -­, ­ ­V­ -- - M RS OR CONCRETE BLOCK ­ I I , ,, ­11V ­ ­.- .­­ - I, MURED � -1 I � ­. I --�Stt S= I � 4 i � 'i 1� 1 - -1 � ;� 11 i � I � ULF ON � : I � 1� S A WOOD ANCHORS ,$��,­: -­-­ I I CONCRETE BLOCK Ow AN ­ , RFOUIRM. 2'X4* WOOD I , *If=- Rasm"ON FROM Aw (SEE WHMULE OR- , -, REQUIRED, 1* MAX LONG ALUMINUM SPACERS 0 -5 ­7 7 r �, -, �, L ��, ­% , � I � �� T;�, BUILDING Nam 0000in,v wwo ON ow 11). I., I � N , , s%v ?1) H I -0 ­­ - -, * 2 112A DC ($a TABLE #1 ON PLATE RIFOUIKE 1 , L. -.1, , , , (SEE SCHIMMUE qt�- - � ------,, 14/4" ­­- , m 0- SHEETS 9 IN 0) -- � , -� , , I ,, E.-I'SED W1 STUD I;%J1.=MT`="v "75 1. � , ,0� WOOD PA � � ; , � � �j ,' SHEETS 9 & m) I I I i I " - i i REAQUIRED W APORM COW YKQ == 4A "L MMEOMA" to OR SHEET I 1) ­'-­-'­­- � L I , L I -'11 i , tiat , , ­ , I r , I I.- . I ,�, i 37. � , Ii, CONCRETE � -.-I � , I I s � fl (SEE sGwouLt ON =16foupwima bomaniopm An �', -� �,J­ 41 1 1 . � r 11 , , � " I SHEET I I � -L�� AN 12 VIE, (Lo, 0"C" =W. I I f I � .,.' -- i i � I S9. T= --2* Nfin­ .11---L�A',--4,11 � 0 (D CEIIINQ A10 FLO 1=0 BUILD -OUT MOUNTING � ; � , 1, 1I 0) INIAM Am amm mamm I DIREICT MINT 4 akvw a .4% -0 "J. M ��� 6 V*70 To 64' AT ANY OPENING U) � WALL MOUNMG MVAPAC9ULffi&&J6 � zi j�­ 7i --� , 1 ---4 ;Em,p I - ­1 i L", LI w rl" STORM 'AUM UwmH Is L40a PANEL UIWHS Allows!) ON I m SCALE �,� iffmv..Al L 11 WAU Mou uo"Im ". & RECT WUNT . mu" m MOUNTING BUILD -OUT Moumm L. m WALL MQMHDNG (3) xw,pmx��,�,-,SCZL ALMNO n (4)1 t/r LEM WAVER COMPICINGINT OVA SHALL BE AS WIDICITED IN I. it/ DA ITS ONLY AM 3w ALTERNATIA m SCALE 3/a-l- WWLWM P0111=10% W1. . A.r ,LM. SIXOMM of ft-nd SCALE 3/3.1* SCALE 3/8-1* ALTER"Ou 1w C-11011 WAIVING AND THE 2100 (711h EDITION) Of THE RORKA '000.10011", L. , SCAM 3/8-1- I (A) 0dTpNUATK1N:",,8%,m�wm exam Com , - .. ", efj�w:-�114"'11;11% "'InIIIIIIIIIIN, VVIIII-Q& IN#,1"0I#"#N% . . ot""OkA. 1 45 1 -_ " -- #.-`*\�CEN;`- **� Lu L N , ....�4�� �*� /p 4j�\ . w, % - , - ­�:,?� / : ., - ... NOTES. - A .w "' " NOTES:1 21 I NO. 441 *1 1k FLOR1111 BUILDING CODE LN0nI!U1h VOloca HU cone Zone), -0�­ EN , --!�\ 4 , ­ � =; FLORIDA BUILDING CODE (Non High Velocity HUY loans Zone) , .. \Alinsi%rFll�- - ., �j .. ,.�c se � . isk FLORIDA WILDING CODE (Non High Velocity Hot cons Zone) am FOR COM = 67 -. s 2 . - . *: ---- --- -= - � ' - CAN BE 1. INSTALLATION ARE ONLY VALID FOR MAX. A.5-D. S '. w FA < 9 ,; o. 44167 ' ' om TEAM - 24 UK GALVANIZED STEEL STORM PANEL F.P. NOTE EQR �CQMM&Mhl OF SECTIO - 1. INSTALLATION ARE ONLY VALID FOR kW�L A.S.D. f -' No, 44167 - a *m TOM INC, 24 GAGE GALVANIZED STEEL WORM PAN F�- TOP & BOTW MOUNTINGS DESIGN PRESSURE RATING (p�&f) AND PANEL LENGNS . .1 * 3 .20m TIODA WE, 24 GAGE GALVANIZED SM STORM PANEL ORM In'. OESIGN PRESSURE RN'TING (p�s.f� AND PANEL LENGTHS -- *: - 1 EL MI" by.. I 7.5 '. STATE OF : - WMAN wt z '. * � It RM FOR COMBINATION OF 9 *". * TOP & BOTTOM MOUNYINGS CAN 13E AS PER SCHEDULES ON SHEILT 3 (EXCEPT FOR - . * I I COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 �i Z.;>. 'p, .. , *,�7:1- - = . - . w.tv/2m F-D. - EDGE DISTANCE i 101. S -ATE Ot GLOBAL PROTECTION PRODUCTS, Lm '"11AVIT" COMBINED IN AW WAY TO SUIT ANY ALTERNATE 2W) V*'% STATE O GLOBAL PROTEMON PRODUCTS, U.C. 071WAM INSTALLATION. R NEW WOOD FRAME CONSRUCTION: WOOD --, 40`�.'�7 1-� GLOBAL PWTECTICW PRODUM U.C. EAM - - MEM (SEE SCHEDULE ON 70P & BU1`TOM MOUNTjNGS CAN BE - 460 LW. 61 SIREEI NSTALLATIOM � .630 S.W. 51 STREET DENSITY OF 0.55 OR EQUAL A am S.W. 6; Svw I ..... Offlt'..-- �zo -- Mg. MIN. `m".,, Mo A .n. CIAW, tL 3MI4 L 1 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD � --, ; epIz- I=t.w.-z xvmnu PINKIMEZ ")=!' ,.� " . 20-175 - - I`L 20-175 , WE. SERS 70 BE SOUTHERN PINE No 2, , SHEETS 9 & 10) COM84NED IN ANY WAY TO SUIT ANY ­­- - .t,ffm Y., vmm;v��`w PIAML. NAK)IMP-74ML ?N* OM4yW9­­e717 20-17S MENISIM TO BE S"tRN PINE No 2. W/ SPECIFIC _ I � ;� - - PIN) INT-1 - MI Get) f­I,1%tv*1tI1A1ft1, `T.=1,N1.%:F` KMW- omion-r,4 -M7 < . -�,- � � r Z��� 046� -,u A .1,111 ,I,,,- .- - � IILIECO,.,.� eciFIC ­" N , M6.ML I-- ­ INSrXAAItON. Q �. I C;4 0 -_-i;T--;;li � DRINKING - , t i�,�,� - -- �- - ION"NIN I w DRAN" w I I - i"' ,= "" , I 1 M mm - -Z.1 iiii,* !nn! �­ I EQUAL. olowil t mi CA-00136719 P,z ­ a DENSITY OF 0.55 OR "ft - 4, As " 111. PIL IF I1oasvRx�t%aNACRNEttI*m . I 1111w"I'K�-I- = Z .� P.f- , I 0­�. I OW 4 - PZ SALANOWN.M10006 ,Lx,A, mi I'M t t is __j I I - We - - I& 9 - I - I I :2-i lk� It zAa I , I P - - P I -4 f-E I I I I 0- I SHEET NO. I I SH 1 IF SA= & E-Z HANG STORM PAN EL (SYSTEM5 _. --lit 1 r9 �/, �' I,... " 4 ,® 0 Q OR OR 1"49:11 `VARES I r Ate, 2"1N` W000 t1tN/E Y : 3" 4 .BiJ' JtIXI M-ta ' `<: 11-mil ® $ flEDUIRm 6D61-T11 ALLAY CANE. ALWL 5` ANGLE WITH IN . t 3/4' 1 '• L �'�F''I"1a ,�.-? //2":x - TAPDQH 0 12 O,F j _. '- IIII MN. 2- I. POURED co"Co iE 4ONCRL-iE _ BLOCK OR 2'a47 WOOD FRN,ff I POURED C9) --,t,F I I t/4'o a 1 7/4' TAPCON 2 1/2' 1 a: t CONCRETE MOCK (O Z. 7'x4' wO0D1'RIwE �-- pRi Aa7 l,H w 12' D.C. `, Y'm-.,. l; aEOUtaJ-"'W V 1 14Yf AiNKE " f RFOINAPA f.. . £ 2t/4` OAP.. .. 4�.. t , w ( x44e 134 _ -1 x... // " 1 ' .. DN AWCT4OR 1 771 TEIOLl1E NEC WaTTF]N4 I 2' x:' x AIl3' Y o,F 11 VARIES2,* 1 YASx DD; LY1NF', +2.'*b. `' , F)- 5 LL7c Safi L <t- ,LanA. AAYs oil' 4 4'I A@0`31ad-RISE SHEETqq PlXXNfS CONCRETE, CONCAENE__ .-. - iR.CwAL .. aENT PATE :::., ( 1._MET ALUM .BLDCYL {a{ 2w4 woon F1M1iE.2` I.®I- -^- �'` 3fJ LT,>! REouRED 212'`�� ( % ...,'�ali, 2 z 1 CONT. At71M AW#iLE. Mia t 4 MRx, P !DVT. -.4' . 4' . % 0 e 1W, O.C. 3�tO4-m-pAN� to +lLOY . 1 w/3ACKNUT CASE A (PLAN} CASE B (PLAN) CASE C (PLAN) CASE D PLAN) SCALE 1/4'-1' SCALE 1/4--i- SCALE 1/4*.I* SCALE Ile-l" IN _ __ r g �{, FOIRiED CONCAEifs_. - Rail Ar `FUMA E ID AID �` f--4 ,(, 4) � O$ 1DltC'PD1E a= , : P, BnTmY Oi ; fAM�*!R£ PLUS tax POURED GD I 0021, 9' WOES OF oPaatG oN a. AAIEa ;�, {�. CONCRETE [DOD v I _ {MlM, PAt9EL .s •, (dy (7Lg PRIME RT.DUWYD t AS API4JCA91E to 6 tt) OViRIAP BEES•'itNO ILEati6tEC FRAME 8' MET, v a9. i OPENING W11STH) PDUflED rbNGR£TE. 1XNeCAETE .a, -. "", S .a ,g:. " ' BLOCK DR 2k4' a000 FRAME .�,' ,1 I.. 14 i`S{* " t I- I # VARIES 1 - , R., I { 3 } FIATµ%WoGES PAML l TO L ✓WALL 5 Mom, 1 OICUR CUr END PANEL) X .r B.O. DMIA NC:E r -ts� ,a ® I iRAC1C I I (rP.y , If U w�O; " I y,Y} - ,.�, ,.-+ r e.:.. !/ m iKu r Pt M" "'HO N I N", Ar CASE 17 S P L.iA1N t 0'7 SCALE 1T / eN i wa-,NZ.I,. .........- ALID FOR DIRECT INSTALLATION ItR.ro. 4 VCERTIFIED .Jr° � \kl IENSF•.. PANEL INSTALLATION AT WALLS Ml8 - No. 44167 = SURFACE LEVEL VAMATKINS WITMN 3/4' 31F; * .,* FLORIDA BUILDING CODE (Nan High Wloatl Hurricane Zone CASE E (ELAN) CASE F�PLAN) _ '•, F r TLnAD AIC 24 GAGE GALVANIZED STEEL SiORN PANEL Fr aauTN W. s C.r'•LQR)i?�` •' + '' SCALE 1/4--l- SCALE 1/A•-,. _ r/I, GLOM PROTECTION PRODUM, LLC. 1L.�CO,NO.: �rrA!/y, HI�jM+ .f -,4.0 mIa k 3M DaPA4W-.613a20-175, .�w) N,{tlWPlit+6l PpgEajNii-76%.fA(9)19-6IT ... .N 11GP1NC N.: Pit SFALISNO 1LAWA Ag4.. CA-OPDR719 W2TR A :' tl R.L 61#C41 R iw 1Ati (VALID ONLY FOR PANEL 1�'}, INSTALLATIONS AS PER ALTERNATIVES I THRU 4111, ON SHEETS 5 & 9) M. ALSO, DESIGN PRESSURE RAT)IBC (A•..t,) MAXIMUM ANCHORS SPACING FOR ED.wPSSLOWN (N SHEYS a Jk7 APPLICABLE lCA81E TO I CDArBt ATION OF PANEL PANEL 714 v (1T•) TAPCON LAG SCREW -.13, PANELMATE i£MtALE. ID PANWOTE PLUS WOOD BL NUT, 13' 13" 13' 13" iw (T0� 1 3 13` 1 ` 3 1 3' 13' 1N (BOTION) 6 1/1' a ll2` a 1/2" 6 1/2` a 1/2" pw mm - - I a 1/4' 12 1/2" 6 Ile 12F (WIT'.) 51-W OR - 6' a" a e' (TOP) LESS B" 9' 8" 8' _ 13# (BOITDIA) 1 ' 3 # " 3 73 1 3 13' (TOP ) +45, -45 OR LESS 13' t3' T ' S {BOTTOM) T3" t ' 3 13 13" t B 2 ! W oDP) 13' 7Ir13" 3' Ir 8' 1N (4U'rta47) 8 1/2` 6 Ile 6 1/2- a T,/2 6 1/2' (TOP) - 6 8' z 1 !2 A A" B . W �Tr.•} > - 5 D" TO 4 /2 B i ^ a t 2" (G ) 4 tJ2" 4 1!2" 7" 7' 3W ISDITI)M) _ To 7l2' '1T/Y 12' 12° 4' iW (19P) 32` w (XA P L.EW.INS 11 WHEN SPACER IS MAX.D.. l.ON7S &MAX At'LEL SEE TABLE 1 F(di AS, DESIGN 6 ONLY TO AL T' USED, CORICORRESPONDINGL TERWOE 2W ON SHEET MAX. DESIGN DESIGN PRESRATINGRATTINGRE (OAA') -... MAXIMUM ANCHORS SPACING FORE SNOW 8 D. � AS N �) SHEETS 7 APPLICABLE. �.ice CXkZ TXIN OF THEM AN UM EL LENGTH L* (ft.) TAPOON LAG SCREW PANEULATE FEMALE D PANELMAIE PLUS WOOD BUSHING 13* T3' 13' 13` 13' IN (Top) ls" tW BOTTOM 6 1/2` 6 1/2` 6 1/2" 6 1/2* 6 1/2' FIN (TOP) - - 6 t/4" 12 //2` 6 1/4' 2W (BOX.*) 51-0' 7• 7 1/2` B' a' - 3w (TOP) LESS 7 i f2 8' 6` e` - {90 ) 3w 1TW is, 13, Is. Is. IJ" AN (TOP) -46 TO +78 -75 3 3" AN BOTTOM l i 3` W 1 31 Ir Is" 3' 6 I 4" Ile WON) a 1/2" 6 1/2' 4 1/2' 6 1/2* 6 1/2" 2W (TOP) , d 4 / �- # 12 2 6 1 a" 1 ITT.• >5`-O' To 4 9 7 1' 2 7 1 Y 3W (TOP) 5* - 5 9J2" 1 9" I a" 3N ( OM ) 13' 12` 1 13* 1.3" 5 1/2 (TOP) 13' tzr Is. - 13 - , BO`�• 4w (601101) 4 SPACER S. SEE TABLE 11 FOR ).LAX. A.S.O. DESIGN LOADS & MAX, PANEL LENGII(S YAWNER 0 1 Y ON 6 t15EO OGNO ONLY TO ALTERNATE 2W GHEE!" l ?ABLE A A.S.D. DESIGN LOAD MA)pMUM PANEL LENGTH 40 PSF OR LESS 6'-B" > 40 PSF TO 50 PSF W-2- 50 PSF TO 60 PSF W-10" A MAX. PANEL. LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PAN)EL. MATE U111ALE ID OR PANEL MATE PLUS ANCHORS & W/ " SPt{ApXWtM!)!&1/2"O,C. INS'TALLA110IN QUAILS FOR LIFE SAFETY PAN N_ INTO, POURED CONGRETF OR CONCRETE BLOCK STRUUURES 1/4-6 TAPCQH _ _ Qi1SnNG POURED 1/4 9 TAPCON _. _._ *snNG POURED ANCHOR O 9 O11 NCRETE OR ANCHOR O 9" D;C ` CONCRETE Wi % ..r - , ETE BLOCK CONCRETE BLOK REQUIRED. �/ � ) _. 1` TOP,, ,'EPARATE TO GLAS LOA 04i (SEE ELEVATQn1 PANEL LENGTH ON SHEET 12) SEE OEE76 15 & 16 TO' ANCHORS TYPE i SPMINB FOR at57AALa1DN5 INTO vow FRAME tARLDRMS. MMOILM ANCHOR SPAO1N95 AND MINAl EDGE PWAWX ARE POKWW ON TME. 41Xt TSclim EA. LESS THAN INDICATED 04 SC1tWM REDUCE! MCHM SFACIND BY MUL PLYfMO SPACING SLOW ON SCIEDUtE BY THE FOLLOWSfa FActom FOR THIS OPERATOR in BE REDZO SPACING OVP^U USM FACTOR SHAL Not BE LESS THIN MINIMUM SPACIAO MrAT1D FOR EAID4 AMCIKM ren ON THIS SCKEDIIE. _ I. Ile. AND" INK ,_ -,APOw *AY.MWMt /ail NAIL �) 3 3 net.Rn Rot AUNT. BIZ L4Dea[ 74) EA61OR ''Ir P _ _ _----. _JY -- s , Qif,is 111111 3- Esc l w _. - 3, 2' -- t 83L9F.. EA AVFA AP I 1' MAIL, 6' PANES. LEW=" (SEE 6"ATION _ 4 ON SHEET 12) i e. gwrl ° Y` 1 L CONCREREQUITE IE 86OCfa }' : y i ED. a{) -40 SESLIiSNli a: 1 4Y F+ANEIMATE as /ti_ 14�ALANCHOR (8EWR0) LLEE .SAFETY PANE{„ IdI%I li�ti�l FLORIDA BUILDING CODE (VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS 1 THRU B. ON SHEER 4 & 5) M/OC. IDEaSrLE& PRESSURE RATNG (P.i.f,) WMMAUM ANCHORS SPACIN. MR MM E.D. PER SORMOUtE BELOW APPUCOBIE ro Muumuu LENGTH (it.) VAX, NSA, S 1uTtNG ",B,L) MAXI1aN,1 ANCHORS SPACING €OR MIN E.D. PER SCHEDULE INE10w' A<"Ptl�•E A MAximum PN#L UENC 'L. (iZ) 'fAMCON- 50.D-SET PAIMEtAIATE FEMALE D PANEINATE PLUS ]LIMNING-HAlUN .. .CALK -IN d �, O �N TAPCON SOLID -SET PAi$tWTE t1:4M.E D PANEtW+TE PLUS ZAAIAC-NAILNi CALK-W ro m m TO ro KA m 1D m A ro GN OM AHEM i4S, -45 Limn 13, 13" 13, 13' 13' 13, 1S 13' IF : r3" 73` 13' I (TOP) ,13" 6_4 OR L '*' " aa5, --a5 13, 13' 13• 13* i3" 13' ur A3' 13" iS' 13" 1 1/2 t Cii ,,m G2/2..0 t3^ 13' IY 73` 13` 73' 13` 13` 13' is. 13' 13` 1 (BOTTOM) 13` 13' 13' is' i3' 13' 13' 13, t3" 13" Is- 11 1/2 t (DOaom) T3' 13' 11". 13' t3" is 13, 13` 1'r 33'FIr" 13" 2 (TOP) 13' 13" 13` 13' Ir 13` 13' 13• T3" 13` is, 11 1J2 2 (TOP) 73. 13 13 13 13 13 I3 13 13 : 13 13 2 (B01TpM) T3 13 13 13" T3 13 ti 13 YY tJ' 13 n r 2 / 2 (1KRTOit). T3` 13' 13' 13" i3' 73' 43 i3' T3* 73' 7 1TOP) 3' is- 13' T3^ is- T3" IS' 75" I3* ID° it 1/2 3 (TAP) ,' _ Ile 6 il4 ' 2 1/2 l2 TJ2 ° - .•. 1 4- 1 3 (w-OIA) -.. - 72 1 Y12 / 1 ' !2 6 1 4` / 6 114" 2 1 2 1 .2 1 j** - - @ 1/a" 6 114" 3 (B01TOM) B 8 B , a B' a . Ir 8.71. /"+ " 4 OP) R 8" 5 1!2'. B• B* 6.)l20' a' 8" S' 4 Dop)a Ir - B a s a 4 r0iff0M) e . 6 _ 6 a a O (BOWL M61T11.^ 1 13 13 13. 3 3" f3: S 'OP D-3 T..' 1 " ..13' 93" _._•� T- E3`13*13` 3 13' _ ___ ,3 ow)3 .• 13 3 ' f3 , T3_ 3 *'. 13' >. T3 -3 t1 3 8 TTD : (Sn M)1J _. , t3. TS' t 3` t,e" i' 3 13' TY l3" 43 /3' 4 3" ai L25(Wi'TOM}1 /t3' 13' 1S' 1 ' 3 1T t ' 3 1 ' T 3 3 B DP (G ) 93' 73' 13' /3* _ 1 ' _ 1 - 13 _' ti t "&• 1_ _ - 6 1/4" 61!4' != a' _3_ 6 1/4' Y - V 8 1J4" _ 6 1J4' 6 OT1.'s) 6 1/4' 6 1/4' 8 1/a' 6_V/4' - - @ 1/4' 6 1J4' 6 (BDTT.-).. -I 5" 13' tD t/2 13` 7' 13" 7• 7 112 E S 4/2 t3' 7772, /.(TOP - a6,-5, TO ia'-e i3'_ 6' 13, 13' 13" B t/2' t3' :8 1jY 9 712`:e 1/2 13" 5 1/2* I >6-6, T3 3-5' 13' 7' 13, 13` I3` 9 1/2 13' 9 if2 TO 1.n 7 4/2 13" 6' P (BOTTOM) 131' 7 i/Y 13" 13" 13 10` 13` 10, it' 8' i3' 6 2/2' 1 (BOTTOM). IS" I S` 1J• to 1/21 12r I Y Is' 7" 7 1/2 :5 1/2 13' 4 1/2" 2 (TOP) 13;. 8• 13"- 13, i3" a 1/1' I3' 6 11;r 9 1/2' 6 1/r 1Y 5 {/2' 2 (TOP) t3' 7' 13' is' 1Y 9 1/2 13' 1 9 1/2 TO 1/2 7 1/2 Is- 8 1/2' 2 (BOTTOM) 13' 7 I/Y 1S 13" _jr to' IJ° I to" 11' ffi I 13' 8 1/2* 2 (BOTTOM) 13' 7' I 73' 13" 13" S 1/2 13" 9 1/2 TO 1/2. 7 In iT 6 1/2' 3 (TOP) is' 7 1/Y IS- is* 137 to' 13, to, it* e* is" a t/Y 3 (Toa) - - 12 1/2 12 /12 0 Ile I Iµ' 12 1/2'6 IJa' - 5 1/4' 6 1/4" 3 (BOTTOM) - 2 1/2 12 I1r a Ile 6 114" 12 1/ 12 Ile - 8 Ile a Ile 3 (BOTTOM), 7* r 8- 5 1/2" 7' 3 1/2' 8- e 4 I-Ir 3' 5 1/2" 3* 4 (TOP) 7 1/2` 3' a• 6" 7' a`._ _8` e 4 1/2- 3 1/2' 9 I/2- 3- 4 (TOP) B• - a' - 9" I - B` - 5 i/2' - - 7 1/2' _" 4 (BOTTOM) a' - If. _ 97 - e' - - B IlY - 7 1/2" - 4 (BOTTOM) 23' 7' 13' 17" iS 9 1/2' I;r 9 I/2' 1O 1J2: 7 1/2' 13` 0^ 5 (1,7P) is- a 1/2, is* 1T _ 13^ 10' 73' i@' 11' 8' 13" 6 1/2^ 5 (TOP) 13, 7* 13' is. 13' 9 1f2' 19` 9 TlY ft 1/2 7 ilk' 13" 6 1/Y 5 (BOTiDNj I 1- a 1/Y IS' 13' 13` 10' 13^ ta' 11^ 6* tY d 112.15 (BOTTOM) 13` S` 13" 10 /j2 73' 7^ i3`. 7" 7 #12•:'.,5 I/2' - 13' 8 1/2' 4 (TOP) 13` i- a" i3` 13` 6 t12' J 6. 1JY 9 Ile 6 1/2^ 1J' d 1/2' 6 {TOP) -. - 4 1/4" a 1/a" B i/4' 6 ifs' - - -i Ile 8 7/a' 6 (BDTT.") - @ ,/C yl 6 1 4` a 7J4" s tl4^ - - - - 61 SR S40 II MR +A:ibiPA5 TYPE A-:SPAC41V TOR W INUATIM 030 VOOD F&kW 4 id"UM ANCNDR SAMIM AND SOMOM EDOE INSTANCE ARE IRDIGi1ED ON THIS SCHEMIL ",to, LESS THAN ObrATEO ON SCH®ULE REDUCE ANCHOR SPACING B/ WATN1tYI0 'SPA.COM 5NOWH ON SCH!1)Q E BY IHE FOL )W" FACTMI9:. FOR THIS "ATON TO BE PDS6at KJOCEO SPACINC OBroANUp Ueda FACSOR STALL NOT BE LWS TRW DANNUM SPACING WIMCAU-4 FOR EACH MOOR TIPS ON T ANGLER TYPE 1/4's $,We t/ee I/A'. tl/&X 1.PL'ON .-If/°A SFHe-ERN _ -MaAAfi WK^N MMMUM AmmNw s (1a) 3 ] 3 3 a I{T 2 1J2 MTNXR X&I N- 3 3 iJY ] 1/Y* 3 1/4 3 1/2" 4 mmft ma DLBaBR)E (EA)- FACTOR - 03a - - g 1/Y - O61L.+,-�- O = - ' 030- -'¢93" - -- s - nAPT_ .• 3 // - 3.TA aw SPACINGS ONLY VAUD WHEN SPACER IS USED. SEE TII FOR MNG AS,D. DESIGN LOADS & MAX. PANEL. WHEN SPACER IS USED. '. A AS,O. OEM WOAD INIUM PANEL LENGTH 40 PSF OR LESS I (i > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C. ---- .._-._..___.-.-__---ANCHORS (SEE SECTIONS di ALT111D ATNES ON SHEETS 13, 14, 15 810- _---- M" 3' MAX R-1A/13. R-2A/13, R-304, R-18/13. R-26/13, R-30/14, 3` MAX, -I' � R-1AW/13, R-2AW/15 R 3AW/18 R-TRW/15, R-26W/15, R-i8 /16. 1" �' ' i �..-__ 4 Q 0 o cs o 1, I ITT (.._ I j t�..._.-„,...._.. r } I {( l I i 9 s1 i ;1 i I II ! iii `:I f 1f if � 4 I# I I I I � E t I ;i ! !2 I / I i, ! 1/4'Y!-20x1"'S.51 tflxl5 ."I I 1 - ' t ? Y" U FOR PANEL. SE LENGTH k i AIkN. � PANEL LENGTH I \:./ `. OVER 7'-67 j ' L'.f I ' , ! REGVLAR STORM PANEL ' {. r I REGULAR STORM PANEL a' -a` O +AO.O. -4DA g.P,f. . . _: ( 1 W OVERIIIP MD PANEL LENGTH Bm (! n . . I ... _�_--'-r-_ �... - i -- i llPE SAFELY STORM PANEL -. 1 : + I + T'-8" Q 43DS1 -64,0 p...t. ( , ,'•:. ++ (W/0 wmLAP MD PANG- if.N0117 BOLT) A USE 2 PANG: LRaO1N - 4 P D.1' _ 1 2 a ! H - -s-- - AT ALL M07#4f8dG5 i I . I _ 5.5. BOLTS W AT EA t��A�yy E �E�I�P i -i `, __...._.-. _. �...._.�...-,tom-. _.� . 6 r i ` Lit '1 i- i,I _ _j_ i t.T..T x,r F r1 I I _... .-_.. _.� _-,.L.. i ' 1 i , -- I „ 11 'E-ffmifle 3- ,�. � OT( r) Mn NUT At--, EXTERIOR t..`._T6NG NUT AT I .4 3' MNX. LEFT PANEL RIGHT PANEL 3 MAXI t' INSTALLATIONS ONLY VMD fOR WINO L101R-HAW/15, I` Milt, R-TA/i3, R-2A/13, 1^3A/14, R-46%13. R-/f3. R-3B/14, 1 MN.{ SPEED LOP TO t70 rnP.h. R--2AW/15, R-3AW/16. R-16W/15, R-28W/15, R-36W/18. s _--.- _.-______._._.-ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 11 1415 &I6)-._--- -_.__-_- ____.. __ _ -- --- Ile MAIL GAP -- LIFE SAFETY STORM PANEL I ELEVATION (t) Fl 2.867" SCALE I/4`-t' fF . ` •"� REGULAR OVERLAP -1 "IDLE :"� REGULAR .. - , ---. STORM PANEL - STORM PANEL t. TatryF': -----_ - -- .._. 4-- _ _ -- -- __. ---- -- A� !� _ / - 1l4 - TAP �.). * ash f,*` ShPL�T LIFE PANEL Y 1; :*c FLORIDA BUILDING CODE Non High 1001o"Olfttv HUericone Zone EXTERIORAA4 .'rapt{ D - � O TA E�°� INC. 24 GAGE GALVANIZED STEEL STORM PANEL 'wh N I 11liu� fr4a. GLOBAL PROTECTION PRODUCTS, LTC. " SECTION A -A .a)P S.w. at s1RFLT a.A wN sa VR HUM S•peRM c'me'A"I+Yw CAME Ft. sal#. 20-135 SCALE 1/4--l' .r4> ew , . p.%,t . 0 r ur-iv! PRONG U6two-76A4 Fox: (96oftR-my DRAMill PIE14/@IRMTLwE/OAtE WALRR A RLLd, P.E. m P-f.a �.. f2 Of ie F NT-Q WDQQ TUXES I J - �-` -- f,-- 7 tH OD HEADER •�; �` ,� �"` _r jO NEARER - WOOD HEADER %/ Ii` WOOD HFIAER `,"F"- 'i ~ BEWARED •S_-� TtEWIRED 1,1 ptIRED „> i UNtED �p �;•' I 1,. I t( �� �( - 1/4'. TAPCOPI i-T- t(4'4 TAPCON '111�' 1/4'P TAPCWI .,� f4`P TAPCON } I - ANCHOR OO :I /r II &/CNOR .Ccr D.0 77 i� �aiOR i Ii ANCHOR Q-9/9�'��D.C. - N,r II #�9�'�,gO.C. .-Q.(�99'��O.0 '69 f _ 7/2" ;7/4' �, ! - 1!2• �2x,G..I - 1 1 2, i MAX. tMAY ai " f i v _ �' WX._,.-.-....m.._._ j I j i MA1C r e"-7 'it '2 I v 1?, 1 .`MEW. # ,' ',1 4... ; - i ,, Ip. x`;jw ' !, j.,.. "'t IL; €. ( i I i f' `1:t r :- i 1 }, 1I tl i , , I IL1 ,.. { % i a f I % 9 1 i i 1 Jt`tr3aar R I IT' ,. _ 'n� a !._ .. V -Wr,r a ..r , A . ,. 7 ..._ � 11 1 7/4ro .,a H.. _ -; y _ `-'1 . . 4s sur3 ar .0 r'' 1 SRaG 'la W ET{ `.•._ ,• t`]Ce.stfa {t M: ,, 1 ES 6d-.ri�i,'M B. _. ,. 1 Tom" RT d, O GUIsS Itt _ -„-.. _ -_.-.. ..-y{_._._ naeaVFi i i t DLfSS ate,.;.... c - wit. _,• .3 .ABM i FXM KI! 1 n i ItN N 0D T-8'} f y _-- -__.i .. ll I UNwli AR Y-67 j V`6'i5'.4 i1 1.. _1 . (, pp ._.._ .. 1 1 MAX.. I II 1 1 MAX. ryI ._.__..__' I X ma c.__ .,-...�..= a. PANEL LUCTH 14 4...... ... _.--_ B._.._._,_ ___. L PANEL LENGTH -I 1.` M6x. s______-�!-'""_ T_`".'__.. B• I I 1 M4A: M 1 I (SEE EIFVATiO!! D 1 PN#A LENGTH M ' (SEE ELEVATION R 1 t PANEL LENGTH a i ON SHEET 12}: a g I ON SKM 12) _ ._.`.® _ _ � L__! I(Sti ELEVATION I .- . i - �. -_T - , (SEE ELEVA.i t a _4 _ _-'-'. _. -+ - ON SHH..Ei T23 �_ II Ott SHEET 12) n._`....-_-,. I Rn T, MM1 1 p ! II`-TDPD ._ 6-mSEP64An - VJ a .4-- i i• Wa _ \.../ (.%2 t i : . I`f R I 1-^SEPARATOM - - . i�T9 CLASS. - I 1 1J'2 9 TD CLASS. .. i .1-(3)6. ; 6• t�) I',.:' ; '--) f , _ __. - .'_... _®-6 r^_.._. .... .:. f - { • ,a ,p•', (- , r' ' r�1E r/1" E0. ,.,. - `- <. -1i f? + __. _..._1_._�_f ED.. , L".f-i _ j ED. It as 'v`. f_ '; ,_ - ;, _ I a 1 _, 1 1 I F ,- I. #_ t a,, <.>F r ".., i; -..... 4•N.6 EQ. w{. �`` ,lam' ij I-. -1 4 _ ! 1- s i I i t ) Bm1E w,�r°•,^i .I (t I Itl !: ICII fi_. 4 j [ u� w 4• ' F I+ k_ .,6 1 4. i.. I !{t.. I � 2 e4- -SOLIS, If 1 '. `t ti,:A I I IFl RE07.11REd `'' S ; i1 f � 11J il'- jj , " I ( 1 4'P TApCDN .` f s i3 -.. 4"r TMC'OH 3 )r r 14'#I TAPCON 2'A4' oolot : _ I ;1 ` 1 .' iiW HOR 4 ffi' Q.C. ",:' 1 " ; + i t ' ANCHOR 0 0' CC, ) 'i I .ANCHOR Q 9" C.C. PLATE ' 'T L ,, f I' _. . : i ,... C >,L. :: ' .:, __.. i , _, I# ,;.: ';. :. i I L. " 4 r TAPL'LIt •„ , t , I I •. :... t. # REDtRREO .. ., ,. " , STADN,'EREO W/ 5ttN0 I. ¢y[ I STAGGERED W/ SRJG J 1 ,.. i. , .i. .-. ., j) s E '=,i: r. a fr ? ( 1. I ,.r. -:,,.. �. 'I a i ANC1d0R O 9 Dt,' x. WDaO . j._._a-, ._ aw 1 , I L a � LA LA LATE ! r REQUIRED 4 REQUIRED - "- i i.,_ 'II -.-u,. L .cam ----`I " I - ALTEggemE R- HAW 71itt R-18W '3 fk=,N 4s REGULAR PANELS LIFE SAFETY PANEL Sj VXMd"R WA" MOUNTINGS Minh WALL WALL MOUNTINGS SCALE 3/0.•1• SCALE 3/6=1* . `SS. X. T1Lt7)1N *4� _ . \i<aEN s FLORIDA BUILDING CODE Mon Mqh Velocity Nu one Zone). .3am, INC, T.P. THIRD. 3 T. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN " 44'I si = 24 rAu GALVANIZED STEEL STORM PANEL D Br, PRESSURE RATINGS (P.s. AND PANEL LENGTHS AS c * : IN ✓"'-""' / �FAM �` - "/V /IM PER ELEVATION ON SITE 1Y ti'•. STATE D� ; c 1 L E G IJ ENO, 8A! PROTECTION PRODUCTS. LLC ouE . '"'�.~ 2, FOR NEW WOOD FRSAME CONSTRUCT'l WOOD ta@a a.w, 31 SiRF[7 3' n OOMPawY MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 2,...s• '. PAY1G TL 14 2O-i7�a "...., Pm1 t 43,-1it1 eliwa: (IsNea.-N45. FAX' (W)S 9•R7P 'a :. DENSITY OF 0.55 OR EQUAL. 1 F A n•/ f �g.6MARRiE/DAIE _.�_ Ci+5WII AEA., ill-- NINE .I BNN,e. 9M vftwo*ft; - +M11 1 1:Y47ER A Tr„ .. m aa..te 8 �1. SS CF to MAXIMUM "X, QL51GN PRESSURE RATING (u. J.) AN2 CORRESPONDING MAXIMUM OR SEMING SCHEDU STORM PANEL (1) INSULLATIONS 1= CONCRETE & 008CME BLOCK MUCTURES (VALID ONLY FOR PANEL(�ji INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 5) iMX. A.SJ), PRESSURE RATING - {P.s:t.} MAXIAIRA ANCHORS SPACING FOR Ma1i EA. PFIS SCfffWL£ BELOW & MAXIMUM 11NCTIR 1' IN.) WX. A.S.D. PRESSURE PA11W (P•a.t.) MIXIMUM ANCHORS 9PAC8tG FOR MIN-E.IF. PER SGF1EDUtE BELOW . - - M4+tIMOM LENGTH I-) 1APCON SOLD -SET ro P ZAW,G-NNUM GW!-01 7APCON SOLID -SET T PA TE LWAAC^NAAFI CALK -ESL 10 --To-- tD CDnT11E1E -. - - m t ool carte COM@I4ARl N at' 1R€L m TO m 1>0 0 �[ ro To �d4-p- +BT -85 +75. 75 13 11 13 13 . jr _1 .. 13 1J' -" 13 13 12 . 13 10 1 Y- LESS. +119.-t%5 t3 5' 13 tO If2- - F3 B 1J2 13' 6 i/2 . 7 1J2 1 5 /Y 13* 4 i /2 1 (TOP 6. a R D t3"_ It' f3" IS' IV 13' 13" 1Y IS- 12' Is- - TO' 1 (LtaTTOM) 13 / 6 /2 IS' 13" SY 9' 13` a' 10 7 1 2' / 1 - 3 a' i aOffOM ( ) 13' - it' 13" 13, Ti' 13' i8' SS' Is' 1Y is' to' (TOP) 13' S' 13' iO Ili. 13' 0 1/2' 13• 6 1/2'.7 1/2' 5 1/2" 13` 4 1/2*. 2 (TOP) t5 it- ,3' P3` i3" - 13' 13'- t3' t " ] 12' 1 3 1O' 2 BOTTOM. ( 1S' 7' 11. 3 1 J` t3 9 i' J2 1 3" 91 '1 / 2 t O .' / 7 tY J 13" ) $1 /2 fa,,�r,��� w..":.:. 2 ) 1a' Yi' Is. 13` t3: :T3° 13' T3' 13• 12" 13" 70' _). (TOP) 13' 7' t3` t3* - IS" 9 i/4" /3" B 1j2''lO 1/2' 7 1/a" 13* a" 3(T0P) _ _ 1 - 1 P 1 ' 6 4 5; 6 4 1a i t2 1 2 " _ 6 1: 4" 6 T 4` 3 - - ? / f2 2 t .-.. la 0 1 4' / 6 1, .4" / 4$ 1 !2 6 1 4' // - : - a t 4* 6 f 4' / ,7TMO 3 IBOTTOM) B ' 5 • 0 B • 6 B" 6 • B 1 2' 7" S . /. () Y 3" -. 9' S '# " /2 : r - 3 Ile .., a' _-._-.._....: a' 4 1/2' S" a 1/2` ._.... 2 1 J2' 4 .ATOP) ..m a.. - a" _ 6" &"- _ 4' _ .pA 6" - ) B• - 6 Tl2" -. 8" 8^ a 1 j2^ :. r witON) SS` ti' 13' • 13" : 13` i3' 13 ­13" 73" 2• _ 13" 4O' _ 8 1l2` 13�� _ 13" 13" __ $' iJ 9' 10" 7+IL''I3* 6` 7 13° 15' #3" 13` t3' IS' 73` 12" 73" 10' 7Ir ) 1.3' T' }3` IS` VJ" 9 1/2` IJ 9 1%2' 9D I'/2 7 a {a" 1 " 3' 43' 1'- 13' 4Y .f 13' S' 3 10 1 /2 )Y B 1 22` / YS 61 2' / 7 1 %2 S f2 TIt1P)_ - 6 1/4" 6 IJa" Bile $ 114^ - - - 8 1/4' 6 1/4' 0 (8@TY ^') - - 6 1f4' 8 1/4- 6 YJ4` 6 IJa" B 1 4' - - 6I 4- 6 tWIM-) 1S' '7 1/2' tS' 13` 15` 10, I3' '70' it' S• tY 0 t/2' 1 ATOP) >V-6, TO 8"{%' Ir 5' 13` 0 1/2'� 13` 0 t/2' I]' 6. 1/2- 7 1/2`..6 if2 ISW A 1/2' 1 (TOP) >w-E` TO Y-5' 13" 7 1J2' 73" 11' 73` 70 1/2 t7` t0 1/2 11 1 a' is- Y I (6O1TOM) 13' 6 11r 13' Ir Is- 1. Is' 9` la' 7 1/2' Is- 6" i (BOTTOM} 13" 7 1/2' tY is* 13' 10" --la' la' it' 8' Is- is 1/2' 2 (TOP) 13" 5' IY /0 ill 13' 6 4/2" 13` 6 Ile 7 1/2' 5 1/2' IS" 4 1JY 2 (TOP) 13* 7 1/2' 13' ur 13' 10 t/2 Is, to 1/2 11 1/2` a- 13' 7- 2 (WITOM) 1S 7" 13' 13• 13` is T/r 13" 9 1/2" to 1/2` 7 1/2' t3' 6 T/2' 2 (BOTTOM) 13' 7 1/2- Is- is- 13' 10 1/2 is- 10 1/2 11 1/2' 8- Is- 7- 3 (TOP) 13" 7' 73* 13" 13^ 9 1/2' IY 9 1/2' 10 1/2" 7 1/2'. 13' a 6" 3 TOM _. 2 1/2. 12 1/2' 6 1/4' 6 1/a' 2 1/2`.6 i/e - - 6 1/4' 6 i/4. 3 (86T1DM). - - 2 1/2't2 Ile5 t/e 0 1/4' 12 1/2" 6 1/4' - - 8 ifa`_6 TIV 3 (BOTTOM) 7 1/2" 3 1/2` B' 6• 7 /12" 4* E' 4 1/2' S" 3 Ile 7' 3' 4 (TOP) 7' 3' B" 5 1/2` 7' 3 1/2" 8' 9' 4 1/Y. 3' 6 t/r 2 1l2' 4 (TIP) a' - 8' - 8` - B' - a' - a' - 4 (BOTTOM) 8" - 6 4/2" - 6' - Y - a f/2- - Y r - 4 (BOTTOM) 13' 7 112' 13' 1J' 13` to 1/2 15` 10 //2 I1 1/2 8' 13, r a (10P) 13' 6 1/2' IS^ 13' I. 9' 13' 9' 10" 7 'I 13" 6' S {TOP} 13' 7 1/2' 13' 13' IS- 10 1/2 IT 10 i/2" 1 1/2' 8" 13` 7' S (BOTTOM) 13' 7' 13, t3" i3' 9 - 13` B 1/2` 10 1/2' 7 1/2' 13` C' 5 ( 110A) 13' 1 7/2" 1J' 1J" IS^ 9O 9/2 Y3' AO 1/2'11 1/2 a' #3' 7• 6 (TOP) 1J` 5` tY 13" 6 1/2' 13` a 1/2' 7 1/2'. S t/2" 13'' A 1/2' (GOP) -7f4^..8"):. - - 8 Ili' a t14':T, 1J4'.6 1/A' - - - - 6 I/4' 6 1/4' S BOiI!..) SEE SYwiT I I fail ANCHORS TYPE &. SPACING ".61NW"m Win "Do "it" matma . MIRiML m ANCHOR SlAC11aCB " MWAIUM EDGE Of5il ARE NOICA' TED ON TH}B 9>412"J E. " EO. LESS TIUH ImNCA)ED ON SCH EMA.E RED= ARCHDR SPADO 6Y YULm'"Aa) SRKING 510A1a ON aCNEDvE BY THE F=000 FACTORS, fOR THAT OPPA71O91a IN Pit" =, REDUCED SPADFIG OBTANCO MNC FACTOR SHALL NOT BE LOOS TON: URAN'1M 1AACAO IMPGAMEa FOR EACH ANCHOR TYPE ON THIS SCHIl AAJC2i0R TYPL ...T/e. 1/4B -: 114'P 114i 1/4'. 1/4'P lbY31MQ 1 2NYA-1VMJiONN-timm am ANCHORR SpAN9k ( )3 3 2 I/a' a 1/2 A:W11YgiA11 E06[oomm 0.)3" =1� 3 J!/Y 3INSTANCE 1F.p.1 m1ACE MNa, 1/Y E I/a 31/E' Acny4. E1711E o .) FACTOR t/Y _._---_ _ ._ the - _ as4 --- 0Ai m - ad3 rZt/-- am alp �--I1 u $AA(NNf ONLY VALID WREN SPACER IS WED. SEE Tj�BLE �11 FOR MAX. AS,D, DESIGN LANDS & LVi1L PANEL LENGTHS WHEN SPACER � IS USED, pu at A AS,D. DESIGN LOADMAXIMUM PANEL Umm 40 PSF OR LESS 6'-B^ .> 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 80 PSF 51-10" A MAXPANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANC14ORS & WJ SPACER AT 12 1/2" O.C, INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRQQj ES 1/4-0 7APCON,_ _ __ptGym POURED 1/4.0 TAPCON EXISTING PDURrO 1/ell TAPCON POURED 1/4.0 TAP# ANCHOR O 9` O C _ L"ANCRETE OR ANCHOR a 9 O C 7RCRE'TE OR ANCHOR O 9 O C BETE OR ANCHOR O , CONCRETE BLOCK i CONCRETE 8100K !. CONCRETE BLOCK S R£OIRRED. :+'' F' REOUIRED•.�. f R£0U{REty.0 r i �" 1 1/2- I: , 2. 2. / ! 1 T A` t 4 i 4' . _._ ._ Lea - r _ _ 1 x _I E.iI 4, 1 E. .'., ' i i k0A � f 1 I J I Win. u 1' tiJ I IF"-SEFARA i/4'h2AIt' T 4•h2L&1' ,..1 __... -TZS B0.YS w : IF TO CLASS. ._f.t-_" / "m w l AEI - A A 1A }3e![ �1 J - 1 . _ Ui66f 0.71 Y-ary I f.- i. -. .�-1 -v u I 1 1' MAX. I PAN LENGTH _ ___ .._ I EL _- _. __ B PAN41 LE110iti __ ---. E T12) I I I (SEA MIZET 2) I Min. -'---ON �- .-_---) ON SHEET t?) --SEPARATSON I I j is TO CLASS. 1 jyj} L_. A i I i if. I r r,' i r r✓ F Ll? N 1. t I i . .d E0, E.D. '2' � �... I I :+i 'Y' 1 ..... I I 1 r• r 7 / /. t/t ff/ , . ,1: Irr oe ( 3 I f j I r i, - 1/4'w TAPCOM ��tf4b TAPCON ANCHOR O a• O.C. ANCHOR O 9' D.C. Exil POURED cmrn OR ' EXISTING POURED CONCRETE OR CONCRETE BLOCK REWIRED. L`ONCRETE BLOCK RECLINED P�t iAN _ 2UPANEL WAL�W= SCARE 3/8=Y SEE SHEETS 1a A i6 MR M+CHO" ANCHOR NNE It IF _ wo#SPACING YG&AUATpO INTO t wowWR MINIWAI ANCHOR SPACING NO MINMU M MAKAL AWOR VDNIP O CW 3 . J ommAmilal a. ma baARCE ARE ,NDI m ON TINS SCHEDULE FOR Lo. LESS THAN INDICATED ON SCHEDULE KUM ANCHOR SPACING 3 AMINL fait GIMM M t>Yw" Br WlkTPLt'TMG VIACOM SfWwN ON SCHEDULE BY THE LTOLLUMIO FACTORS NOR THIS OP1'BATOtr TO BE POSSIBLE. REDUCED SPACING TAM USI1G FACTOR SWLL ROT liE lS'J itMN _..... t , 6^6 s t/a_ Sbi...._ -- - -- 3.ON WWAN sw,A 9 00"TED FDIC EACH 3 tJ2' _ I /y/� y ,Ali', I R 1- If 11 { E / 4R ai EXIS7(y(t,�(f--'SEPJ is "' i GLASS ,{ -{I 11 - I Ai fA :-. ­ -__--'� i_--... Rh I I II 2 i tl i 4 R P 1` IN", 11 �.-_ 1 PANELLENGTH flB _ _ - - II I` Min. 1 EPARATii)N _. I 1 (SEE ELIYATDN 1 (S 1 ! ON SHEET t3 II . II n Ass rn GL. { i n._-- II 1 I I I t -- ",- `: i 2 111� 11 Ll ! f �: 3 i l />r � � r E.D. .> .. L{ g # E E.O.. , t I L_ EC I-^ f-r-. { ED t. i' { �"'w�.:t9x _ __-_1---__...I En . ;rli2W.R/P D #OAP rLK � POURED .0 BLOCK i m1' 1nW u 1 ` MAX. C 1PANEL LENGTH SEE ELEVAT OR TKYN __ j ON SHEET 12) _ I .i 6' .,._- J 44. s • 12 1/r eo. • T2 t/E a.c g'r: -Ile. TAPGO t/4Y t7N ANCHOR Of9' O.C. M40M O 9' O.C. EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR --CONCRETE BLOCK REOUIRED. '-CONCRETE BLOCK RiOIIROD g REGULARLS O L FE�OSAFETY PANEL Mn11RUr,•_ SCALE 3J8�)' N...I�SI as &5j&W10N DETAILS F IN.TQ 1NOOD STRUCTURES R i i 11 lit i.f l _fix EOWRE ADER ;` 1 II-: �REOWNEDFAD£R I ii - ) a"i TAFCON 1 4•r TAFCON � j I II - Q 9• D.C. I / HOR 0 8' O.C. / , f Il i it: ;. ! _.` - I : 1 i/2" I114' ;fi11 p 1,' i/2" I1/A' -, � 1 ' I ! _ F ���7.�� A L (1) E .I EXIST1 I V/VAIAM-our _ 9.s. BmiE tl' 7 GLASS jj T' 6w.6 bs w L7CISfM .� .. _ . ,. A .,c;,1,.' T 11 I {I �. UlimH OAt Y-61 1" MAX. e- AF. -1.__ I ,L* ' .___..I _ i 11 1 I,....__.__.�._ _ 6" N. II PANEL LEAIGTH (� LEVATION I II I (SEE ELEVATOR li i {{ ON SHEET 12} "----.--- .__ ON SHEET 12) {1 "T� -I I1 I n I '„1. ARAT16hi-._ 1 I -._=.__4k-.P_- .T.__ Min, I 11 TD CLANG. i �.:.� %--SEPARAR(#t-- i t/ J I� ) ( 11 CLASSgnIn.. I 6' .... , - ) ._ X t 1 N w V7 = i ` �.y .. !' j ° u V2' oc ; ED �.-- y I ' ED r'- {.I ._....___..__L.-._._._..I ED. .{,. ,I r___-._.3 IIi YA70i4 -- }11 -Ta' FU7E PLATE I } REOURE.D .� ! : REQUIRED ., f 3 I � PLUS 9 PANE{.AM PL # - i t b PANEUfATE US - _T/4 TE US %, "/ , 7' OR O 1'2 1/2` O.C. � y p1 tl. OR O12 1/2' O,C, i (I , 1-ga. i 11 a I ...-,_..._.,,_.h,�-. �i _ _..3 -...:tit.. ,. _... iX:. LgJTERNATIYE R- O REGULAR PANELS O 1 1, TY PAN ... I10.1N11" , WALL MOUNTIN25 gcA A. TQ�T✓ 11, SCALE 3/6-1• e.....EN "'.. - 0.44t67 2 FLORIDA BUILDING CODE Nan High VelocityNU cone Zone •'�rrc-c' g S 1 * = 4-m20 TS11CO, WC. FJ. 1, INSTALLAeTiON ARE ONLY VAUD FOR MAX. A.S.D. %-a'•* STATE OP _.. 24 GAGE GALVANIZED STEEL STORM PANEL , 9A LENGTH PRESSURE RATINGS (ON I) AND PANEL y,31t?A:. FLDR r-..-'-'� J! 1 .IE � i , GLOBAL PROTECTION DUCT. I.LA:. ' 01 LENGTHS AS PER ELEVATION ON SHEET 12. Nv v T rt • 'Ar AS/ANAL 2. FOR NEW W000. FRAME CONSTRUCTK)N; WOOL l ! ,wioAo, n.'I'Io nAMG 11. 36314 ( ���) p n yL y IV, . T 20-175 06eMae-(�4I4as-aT9 MEMBERS 'TO BC 50()FNERN PINE No 2, W/ SPECIFIC tl 1M SMw,e! Ft-.t-:. nf-fa3'f' PINR+e .. 7ai'>L NtHnt .,.r.,.a.®i�• DE1(S31Y OF 0,55 OR EQUAL Gn9ptw714 .m Aw A.uaM1 Nwr wer.°e. .m.. CaAAYtd NP PS, aEAL/IONASIkR`OwE Al WALTER A lm Ac, P.E AAA ,1+73 • f3Bn la m Ia li -4--I a) N U) -0 (0 L- N V L N 0-0 - 0 .0) m-0 U (1)U)N ^L- 1..1.E N -0 U O -0 "L -0 O 0 � M C O = -+-I M L2 � O M > ''//�� .=J � Q) v L 0 Q) _a --A Cu O L ^ /•�� �V -0 vJ Q U) -I.., _� ^ v m O L_ U) 0- (1) i - CIO O 0- U (1) Lu Q Z Z Q -1 0- SHEET NO. SH 1.4 Ezi /ia. Ezlw/le ANN 4ORS 1 (SEE sEmwN tza a uvETirurnE FZtYf ON SLdFSt „t" hfEw { t" Msry (SEE NOTE 2) - j'.4 d f PInFE S ! ! LAST PANELO T4 BE INSTALLED AT EACH OPENING snA[z ruwnvs BE S] O O- G 9 C fl �^ r ALi.E9 ILrAT TV TION IF INTENDED PROVIOEC wf REAR HANtTiE TO F#{G!U*:A7'E tHSTAti.A '0 BE WST FROM INSIDE OF RE- + - .,,F-..,,.,..,.y...x....y ,.x...x.., ._._... ,_!T : *' j : (1), _ E-Z HANG STORM PANEL VST'EM W or # )(ENV PANEL) I (INTER"OR PANEL) iNTE,RIQRI PANEL) i (INTERIOR PAREIJ ; : (END PANEt,) s 10.1iSTRI. i1 PANEL + Ct+nt, TRACKS TOP A, SOTiOeL SEE. NOTES 2:, �, 4 1 99b t ! t i # I ( ` i I 5`E.:f NOTES 2{ 8, d 0'' 0V (7;. END PANELS STOP ALYr BE BE PROD TO AT TOP O U I(. 1II t t9 EI[ !{I ( I (p a'fE9E'ieW13E A 51'UP' HAtt 54w,3 9E PROVIDED AT TOP ttc' StfQ+i PANEL LEW44 PANGS. iF - PANELS ARE CONNECTED TO 8O1'fSdNt TRACK, CONNECTION ,. .. : ' } # ' � § ,:._..���.>:•v. _:L,1wL _._...__.3 I, SttAtt. rbra�x5 cis' 4J a 2rix3. Mt•5. �v7 7j3 tll:a3/1Z w.NG r j i j3 i p LrSB PAMEis.w T Sin-2G.r ! N1Pt iCt i +.O ' UK THkA SCREW INTO TAPPED. 6'f?r.Pt I ` 5S: aaLas W a a WEIIIIffl i TRACK, L4)QF,TVDr4�ai€ FASTENERS MAY' BE AT EITHER OF TWO ;?;a nCNs Ps 101aUG�aLE) I`; 09TERIOP FLAT F'LANOES Or END P*TL i _.L. 1_SIX t 1 ig l t -,.-r ,.�........, � 1 _ ). �.. Y. +Ar- OF +'lN (4)IN FEE THAT END PANELS ARE S•d12T CQNNEG'iEY7 TO RiiiTfN,t 1 MAX. i TRACK 06 s, A STOP EAR sS ONLY USED AT 101") AT LEAST IWO , PANELS SHALL BE ONNECTED TO BOTTOMS TF k UVND SPECS ,. p IND#GATEi KEN NOTE: (', A 1 - IN SUCH CASE, CONNECTION OF -11, _..d PANEBSETO D"=140tN 9Au:;K WAS` OCCUR AT ANY' PANEL ILOCAITON.. t INSTALLATIONS ONLY VALID FEstaPSND : NaTE S �Y' r(�tU ANCH001. N4tE 3 SPEES3 tSP Ttl r1% p's,P.h, .__..,.,.�..,.r^._ ........,_____v__ISM SMI10 i Pik �i. AiTERNAOYE EVA ON s4�T , ___._..., _....,.__..,..:.,,.,.. __..., ORM PANE ^} SCALE: 3 f32"sT x ,"'•:4 2..57E?nib= t7lQitPr' 17''1.' b1d%. P mi xPaxE ePvtl:�r1 .P ° r #iPaTTIaIHrtNNP SCALE: 3f32"=i"� .^',-. EN }•.,'.'' FLORIDA SUILMNO CGOE ton ..fii h Veioalf y Huartcone Zone �• TM '. pope Areoa„ mr. 24 SAGE SALYAN= STEEL STORM PANELRr as SIAT> Q '' - T 0 Ewe. GL40RAL PROTECTION PRODUCTS, LLC, arr��No S eW &A. 81 smv MCI aW se& ,: n s}5 ➢aY. ss. 5'Ste {v+d en -tom, aE's !'ej@4e-x94a, iAXr 1a5+I0Ra-87iTO-T T9 xtv_sftz PPNa fog i? .i 4Qa4Ufl.8&`Jk,+il' Y n%.. TILEA` N„ P.E. ,s.. {iP xa.x:a Alb ma wine IT r fQ nN§44'. 4dI a. r ENGI EE IN ENGINEERING EXPi ESoi- PRODUC'r EVALUATION fkLPOFtT zaptomber t8, 2020 8 1 ticaHon Number R2 ETC Prgjaat Number.,24.31'a43 Product Manufachuer Ail Ainencan Shutters and Glass Manufacturer Address: 1540 Aonoa Road West Palm Beach. FL 33409 Product Name-& Desoffoon: 24ga Galvanized StealStorm Panels Large MiSsiie Impadt Resistant Scope of Evaluation: "fits Product Evaluation Repartis being Issued In a=rdapca with the requirements of the Florida 1111a6partmant of Business and PFofasstanaI Regulation(FloridaPaBuldogComrnbston) Rule Chapter r F.A f for statewide acceptance per Method 1(d)_ The praducf noted above has been tested andlor avalueted as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and le, for the purpose intondeda'a1 least equlva)ent to that required by the trade, Re�evafuabanof this product shall be required following parinent Fiords Building Code modifications or revisions, SubstanVating Data. ER22MEOLALUATIQNDOCLMEES EX ddwin #2 131ed'240a a MartlYedStepI Stone Panels (HVNZ S Non-HVH ', shoots i-5, s s' ado P,E s a Integral part ofthis prepared tDY Erigtnaaring Extxess. signed 8 Dated h1' Prank Bann r . , , ( n I ag pa tx Evaluation Report, • ;TEST REPORTS Undarmstafio structural porforrnanoo has been tested in accatdance With TAS 202 test standards per test ropodie) t T>ASG47-041 by Olackwator Testing, Im Large missita Impact rasistanoo and cyclic laatfing performance has been tested In accordance with TAS 201 and TAS 203 teststandards per'ted, report(s)'9BT-A'RK3-17-001 by Bilackwatet '¢sung. inc;: s S �xG AL t3 TlON ' TRt1CiUtSAU ENt3tNSERt C LA S 4Y� Sfructurai angina Ning calculations have been prepared which evaluate the product baased.pn comparativa andtor rational analysis to qua* the tot owtrtg design caateria; i_ ftal#imum PltiaTYalrls Spans 2, Minimum Ail wable Spates 3. Minimum Mass Separation 4. Anchor Spacing 60 S 12 YENUE SUITE Y06, DEE#F7£Lp BEACH, Ftorttok 13442:. . (954} 35•4--066a t (466) 396.9999 TEAMS:F76iN5ERINSEatPRE5s.6GM EN6INSERariu E%PaEsS„ctrM: L tENti Cf 4 •t e.. Art .9r.F:5 n.A' a ftr' fur '[k C N^ a 7 r FR 4 rYWi tti " r_ z ki �b E a I'•fT`F-h`TI'*F^Tu{=nE � ti'r i.,�lrci aPm r rr : �'r uii+e lfftnRl{:,I:.Mi?UNI hH,I1'tN s.t'a•it Ir,:e. L J.I. it w&ro.v' lsr x T` fr r7 1: 4 lPlr-t hn c'f 1 Lv l .i 4 ': IY 4 NO11Ni1N�6,EkTRLLS�N�" ENGINEERING Page 2 of 2 All Amerioan Shutters and Glass - 24p Galvanized Steed Storm Panels No 333E Increase in allowable stress has beep used In the design of this product Separation from glazing is not required for sta)tattoris uL da Of wiod Zane 4 and esaentlat fedlgtrsr Impact Resistance s avide i taus testy its a is e 1 of Resistance has t�sn demon hated as n , nd accounted day in the Engineering desigp aE this praduet. n t Wind Load ROSIStanse This product on been designed to resist Wind (ands as Indicated in thespan sohedulats) on the mspetliv&Product Evaluation LDoomant {ta. enfinEad ngdraw rg) 11154Rlre fir This product shall be Installed in sit compliance With ft €espIme Product Evaludon Document h,at. angmeeting drawing), along with all components noted therein. Product components shall of the material specified In that products respective Product Evaluation Cocumira (1,e, erlglnaaring drowiag)^ Limitations & Conditions of Use: Use of Ibis product shall be to strict, earwriancewith the respective Produrd Evaluation Documenl (ire engineering drawing) as noted herein, i eat ru a des all superimposed loads nd hall be of a: "Wed Al supporiliTg n st ohiras shall tea lgrs t11 rEaisi a ogee mposed a e Sett hated tit this producta respective sooner sahINfule, Hoststructuta cohd fions Which are not accounted for s e anchor schedule shall be 'tied for on a site-s oitic basis a registered In tli� products respective Holt d pe by raga professional ani)ineer l led shell a protected against cormalon, contamination, and. All Cana Hants wh"rciT are i3n State 1 b p 9 po ttY Pam+ oinarsucndafi eataUilrnss... ag endesigned :t'or e e o ` mca Iona HV This product has been use wlinki and outside the H fat Hip rr ere ry ptcK!igll prtY £. H2t- i4k�pi:ll�:° -a >> 3rA• F'talisk Bermardo, Ply CrNsimpeRiNG, ExPREssP AP13046.5441Cerr Audi.988 16D SW 1211 Avsnut SVITE 306, t EarsEaFLn.Bf.itcPi, P1.PW;4A 33442 (454) S54-0650 j (866) 396-9999 TEAM 0ENGtNes R1NGE'APRf$S, COM ENG1NEEatNGEXPAess, Cape Y n F r 3Tre r Il: tC, . 7� RAC y 1 -In ILFit''I fi 4^ri` 3 ,aaE u cry . _..'AA7 l" ' 4 yRy'VtAILMIiUHT B;d7oU yr7yaP"- 131G1NC(r[f)SF@Nt-wN '�(IF1P�N k bPWIALjQy_WT MC.bSUR'Et-AM INTO POURED CONCRETE. CONrRETE 8 f .... V"'i- i :^� ' � , ! crsNc siDCR P t _ "+"` -jIAXT* NE% WAD M Wow ` $� r 'T '� HEX HEAD 'FE9 L f4 ± ICO ^:",.... rr"' ,,.. frs: rd ..,."., ......_J14'*I' ANCNaR a is SGsWFNoaa nr s- ;l 1 *.FWM OF tart:; f�En" B 4" j 1 - ,... .a•... „_) sad. w, o at tl .,_ T rollam tt9 CtASi ) ., ., 1Jisail GfASS" R ri1 66A5.5.. ._,t .UMYNiUi1 P4P Pbn t R - 10 r#I'iST Mail w .. tJ 1 Ian, i i 0 7. 1.:-,--T 'sox am x, :✓ t 3 t L *� *%A,# TAFCAtd ... .. �iSTitiG PaURED � c � s11 . .�l�E WOOD PNIiiSENt r2f li:ci v'Y t)� t. AEEf4,ifYdE71:. - Y SEALS 3/861" SCALE 3f0-y:' #ciMllqu,In `r (I FLORIDA BUILDING COS Yetaai Hu "aZone) LNm fth NMM AVIN, PANEL LENC'TH a z D. $� � % lrtrus.>e� Z4 � YAttITED S(tE1 SiilRBt PANEL rAMe � 1, INSTALLATION ARE ONLY VALID FOR . A.S.(, RESIGN SHALL DE. Z'--E" � y�._ -� ; � � PRESSURE RATING +/- 40.0 p,R,f. AND 5'-O' WX�iATE4 � �-«•..-...�. PANEL LENGTH^ ,. '_ tMa. GMAIL PROTECTION PRODUCTS, [�. mlzrsnaAe ':, t?�c: 'cL.3R4�1.; a 2. F'OR. NEW WOOD FRAME CONStRU M WOOD rta Nti ��A� `1..: • nw, spa.++ as+Wr+s,.,#, insE.n.aTata 2fl-175. f...,_, ,N, MEMBERS TO BE SOUtHERN PINE No 2, Wl SPECIFIC °h l yy« 0 m •rap Estee 1ssaYWz5x x Fc iwt+S�P�s F€ � DENSITY OF 0,55 OR EQUAL. rFrfl�prirRR � "u III nDr �riR d %i o,E. dilE$4 ,.e OP" to L TC,. , . E ` A C � AN H #� IV S 249a GALVANIZED 18TEEL STORM RANEL'S �FlVHZ 8L NQN-HVHIZ.) 1. CNN iYY U 9E RA N OnoV�, ( Yv5'RaER ST` qTr BO tM 1u +@ NT -'m•t �aj IGTdNN 7iR S5' •. 961 MAY VARY$:: &NW-5Y i. Afi REf3tRj BbTTILM MouNf (c m' �T1P�AG &EQ'6'j (SPAN•$ELCt1M 6$STwJC'IT4N7 MAv'BP'Nr.STf=NECA5 RM'1S R,Ep, SWITH WASH€Reap... PR+ovrrllui�HAt:te�rvNEcTlcsys nNo ,ANG GRs;AkE U5 '1Vl{l"CM s11`rzs '' 1"VtNsNIlTS Ft .i'FN S SF+tNb A�4yE ag' 3Vd OR3^fRflCiiZTN, ' OVERt AP5 4 PRASP'A@,U q ¢FRSATE* AH'T%3LE,' VERTICAL M-01 4T ELEVATION z(NOTCHEO PANEL 7VATIa1J1,. ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: DSCZ;I 96MCEC MINIMUM 51" PANEi. Sif°AR4T N7t# f Ri}brt ttniwr,..wrNaaoMEa&E.55ErSr1$LFA471iTiF�j ) f 1 N•.tAR MS M U .. f �...] I I t7E5IC+N ? ifiINI AA RGRA LtA'.'A N 5AJ, "E"'.pSPANJk#eMi ENsG1R.. NSTAAt.'1. %E • THAN 0 AUE 6N65� i IPSPi -LE i +, •S�LLe i3Uliia 6DarM E.x61rt _.____�_ - n7A"kn a4 in 2.1( to Sr Z 4-45 tra M F SS15 R M S } t tr 5 O a B,k6fA i 1 F. 912in: sits In e t 65 54.ar<N e.114n I.72 in 1 #p_ f^{U 36.4 iEfi _ - {f42 f 270 in CI3W $SeiN G 11 t I I I 1 to (s'ZtNPo 4r3E N5 Ti4 t^s OPTIONAL INnRIOR FA'.a fNING DFIATL ` N,T J.S. y4rf.'T'1' N dlrtl e q IEL#wWU7 47.,7s �. +'+r Ttujil MAXIMUM ALLOWABI E ' rrd W D,ES tat: P# E SIRE eri 'mil '' q5 I J�ESYCa - fJ4;F1''E,FJ 11 � :, 'Sl✓HEi3ULS L)E-5IGI NOTES; PQSLTiVE ANQ NEEAESSGN PEtESaURES,L`AtCUl1LT'.ED FbR.U5E. sA/iTH'Tl'iT55*+$TEM;SNALLBF QEERNINEQ REF,:` 'SeRAR&TP ,^ t~ 17. x+:. EN$IN ItTNC IN.ggCC17Fffi4NGE WITH THE .. C,cl RMf P RR55 h' 1R €I@1. 41.NTyryHEQE. - �{A A. frGE ANDCHAPXE 2 .B:1 .L`3.. K. SAlNTeidp`f 3b ArwG`ODE5 E 5hN. TH . R€�J1JR€CAP c H f A _ U. _ . E;." n � Il' YES .. 9 Y T R€S ti55EWl$G`A55�flwN `� .N a� .. 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