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HomeMy WebLinkAbout6597 Bar S Bar Trl3 8 W) LO L0 v o- N 0 L0 0 2 0 J O i 00 110 L0 LO LO 0 0 O J r\ rn N 0 N Cn C c rn 3 ¢ N 0 0 E 0 0 J I.Z 0 0 0 Ut U z fl v 0 0 J r7 N N M 0 0 a N N N N o' 0 0 m 2 Vit o Auk 3 Z022 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. 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 BILK or BLK. Block GALV or Galv. Galvanized FIND 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 KNVALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lev. 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 L,_ghting DMF Decorative Masonry Finish MIL or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. , Vertical ? DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation FED 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 Ad Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. 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 01-04-18 2.0 2017 FBC UPDATES 0 1 -31-18 3.0 A ELV BEAMS ILO LINTELS AT ENTRY. 02-27-20 4.0 RELOCATE ATTIC ACCESS 12-19-20 5.0 FBC 2020 CODE UPDATE 3085 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 -- - -ROOF PLAN -- ----------------- 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS ---- - --- ------ - S4 DETAILS------- S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. C, 00 c.o Ll r �.. -3 ., 0 0 +-W CV N O N CM A 7,1 - Q a; 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 N W QC)M 8'D r- 3k 0 N N LL C% tl0J a M Q Cl)(CV LL CL Y -J LL coa w z0 Z—arn L 0 (6 N co oa O ¢ C W Z IL LL 00 a CN L M Z X D O O U cn Z U W El0El z N fh o 0 Z � N ¢ � Q N z a ❑ LL +� _ — � O ul LLJ oUft U �- E = w U o c U) _® N I1 o w co za o Z —J LL_ ¢ z ❑ oQ > N QE O Z® F-v I— Q R0 SOU O ¢ q z O < N ID o ❑ wz ¢w � Cny a❑ mC' O, z _ c a� .2 '< w ¢ Z U) 3 0< Z go OLL a� a N W iF U ¢P oLL O as i� �o a0F l�O el` z< zl¢ � 3 > Lo w / L v m C F— L(� co 0 O O U) M_ W m }J a--+ 0*) LOI -0 CV O Ltd O Q cN T ai LID N N o Z z E Q �' ar a E v c � Q o � JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. C S a 00 M LO v Cr 0 0 O J N 0 I Q 03 0 14*3 LO i v to a CD M 0 0 J rn N 0 I Ln L0 0 C� c Q N N Ca O N i L a i ti 0 UI y a .a i z y I Y O O J N M CV 0 0 a N N M N 0 0 0 m v' cn 50'-0" J TYP @ 2 STORY S6 H.B. +42" SLOPING AC PAD UPHALF WALL S3 `' GG S6 ItS3 19 TYP @ 2 STORY --- 60 -----8 `t - - 60 1 112- 7 I - - o rnLID O co ■ -----6 ---- m 4 - --5 FAMILY RM 34"X34"P.L.1.8E 5 FLEX SIM SYP#2POST w/ SIMPSON ABU44 OR USP _ _ _ _4 16 PAU44 w/ 5/8" A.T.R. EPDXY / MIN. E) BEDMENT = 8'-8" FLAT CLG. f� 8'-8" FLAT CLG. _ = _ -STOOPE R. M CARPET CARPET P. TYP. 2 COL. N N ? -- -- r III 2 GG 19 r- N j' S3 Tri ■ +42"SLOPING / 2 I SGd, --------- -f--- HDR AT 7'-4" `? N 19'-101" HALF WALL T-4' 3 td 4, 11 2 -- -- 6'-0" 4 -5" 6' 0" I 2'-0' rN _. 11 Cj31 ~ �' I � O I `t v co 6'-10" 4'-2" 2'-3" 0 FOYER - ENTRY 0� 3068 8'-8" FLAT CLG. 8'-8" FLAT CLG. I N r= s-- ------ter �- I io N ■ 1 I N D.W. j O I I W.H. K F S3 S4 0 N o0 M I O L----�� 2'-6" - - - - - - - - - - - :- 1 o I S NK I DIS I� i I I NOTE: FINISHED I I WALLS TO BE FLUSH. CMU COLUMN BASE 0 E BUILDER TO PROVIDE -- I APPLIANCE I I VERIFY IN FIELD. I I w/ 4 SIDED TAPERE WOOD COLUMN, D r� o 264" PROTECTION WHEN I I 21'-8"LO SEE 1/3.1 (TYP.) 51& CAFE rn 8" I- 14',0 g 8 A CLCa' I � i REQUIRED PER FB II II II PATIO FLAT 8 BCARPETLG j ■ + RANGE I I I - 4'-0" I Co I I I I I I H1 ---- --- O O: I I I p i O I I I I �' 2668 3 "X3 " P.L. 1.8E 77T S3 a uJ I I o J LE-�_-- EDGE OF SLAB 2" I - - ;� S6 BEYOND WALL w I > I I b N TYP @ 2 STORY PLUMBLU STACK M x6 WALL 2 I O CAR GARAGE 1 1 1] N H1 BEDROOM 6 8 -8" FLAT CLG. 'I m ' o 6SC zco 8'-8" FLAT CLG. GG l' IOz 1 _ N CARPET S3 I 1 LL 1 10 0 2X6 L I I I l w PLUMBING STACK I I �" I 2' 11'-4" : T 1�� - w w 21'-01" 1 2 1 I 1 1z I -- LL .= N m T) CI- T LE r I It L ------------ i -1 ors I oo 'n 0o FIBERGLASS 0 L D K VERIFY LOCATION S4 TYP. I I I Ib N SURROUI 5-SH 16" DEEP S3ND ELECTRICAL PANEL co EGRESS I 16 4' HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" H2 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 (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38g 184X37J S.H. 14 20X501 18JX50 S.H. 15 20X63 187'X624 S.H. 16 20 X 72 18 J X 71 J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 11-13 271/4X38J 26x3711 S.H. 1 H4 27 J X 50 s 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 1 H 6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 7 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S. H. 25 37JX63 367X621/2 S.H. 26 37 J4 X 72 36 4 X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 J S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 7' X 50 S.H. 35 54 X 63 5271 X 62 S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies -Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 �C +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET HC� SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL 25-SH MT!!!TM H.B. INTERIOR BEARING WALLS NOTED "FLOOR BEARING J P VERIFY ME R 3'0" ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND LOCATION WITH REQUIRES NO UPLIFT CONNECTORS TO FLOOR TYP @ 2 STORY \_( BUILDER SYSTEM 31'-8" 2'-0" AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1324 2ND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 FRONT ENTRY 55 TOTAL AREA 3643 INSULATION REQ. FIRST FLOOR PLAN - ELEV-A LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-13 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: %4"=V-0" (GARAGE / LIVING) cma ®0 O LO r ); Q Cz =' 7_1 .- r u 0 ®` yam+ � � •� ¢ o CL w CV 0 N M N N _ 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 Engineer's signature and seal. a. W a o v E co CD ° I" N N m N J 0) N N u EL Y �i a ni @ LL d W 5 Z J a'O oW y� Leo 7 N N CO D! O J doa W Z U) CP d a � Z N co Z W y O O U U � c W ❑�❑ 0 0 z o Q Q J a r � z a W U O N L, g .) uca CC3 c� W J - . s zip" (� o c C0 d e -® �m o �p � w M M w O Z g J W Q E wo > E 0 ? z® oa Xo �4 �U U¢ O E ON az wo <o iiZ �w r4 C z Q iY "s o zLL z J 1 z [� F o¢ aO w2 nE W 3 o r '_ J =� >O o V wa o¢ ZQ a N '' .N Q �L J M Q 0 i_ �- LO O � O Y Y r U _o QI Q ICY) 0 Q LO OM r `N ai m LO C\V i6 N o Z Z :3 E 0 C f6 d E U � Q p J JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. 1.0 i J a 00 M L0 un 0 C V) 0 .a LO CD 0 J O N J a 00 M L0 v v 0 LO 0 J M M CV O I Cr V) 0 Z2 C N N a E 0 S 0 0 c c J 0 a� tZ 0 U 0 c U i 2 i z rN 5� C O U Lz 48'-0" 42-0" 6-0" 3 3 D2 J 1 D2 S6 TYP @ 2 STORY 8 I 2 '-22' 3'-72 3'-11" 14'-3" I II N II 6 I ---- 10 D2 9 I 1 I -----$ I 2 - I I oo H1 H1 ----- - -- I c=n 7113 (r II = w , -----6 i 4 M- - - - - 5 51 - -- II 60 O o -----41167 - -- S6 - - - - - T I TYP @2STORY --`--- LOFT - - - - - - - - - - - ---I OWNER'S SUITE +42' SLOPING � 8'-0" FLAT CLG. 8'-0" FLAT CLG. u.. I o 1 0 CARPET HALF WALL CARPET 1 0 - I 2$68 HANSON BOX q @ 36" A.F.F. I -T- o w R&S DRYER VENT 1 D2 S4 Lu z Y. --- --------------I - THRU WALL w z 2068 v CO Ills' (V 1 R.A.G. 1 I TC 1 -- ---- t- 2668 W , , iC . I PT. OPT. D- 0 8'-0" FLAT CLG. I 1 t I CARPET I 1 ro _ D2 b AT H N - - -� ( � g -0" F AT L CdI 00 o 3 -0 -a I � o 8'-0" FLAT CLG. Z o "' o I I�� v y? I - ---r 0 00 I cn H1 co � 0 � I I Q 1 1 "' 1 U) = O 00 CV M �1mx0 I I� /QI 1 I I uJ U) -m�Mc=n I ' BEDROOM O NO ° SH TB L__L Y_J ___J 12" DEEP 3 W T - R&S --- LINEN 8'-0" FLAT CLG. I f CARPET2068 B.F. 3'-4" 4'-2" 3'-2" 34" &-6" 5-2" 2'-4" 12'-8" � � N 0? o0 TP 00 M 2668 I `'' I S6EEEV i - E00 o TYP @ 2 STORY I LL I 11CD4 N I c> 80 00 1 FC03 LO is o I � 7.1 ItI 90 1 1 8 -0" F AT I.G. I I JLE T j I cU) = 8 I 00 Lf� OD2 I I � I m w �' A H1 BEDROO 1 5 ; BEDROOM 4 #` 0 06 01 BEDROOM 2 � 8'-0" FLAT CL w I m 8'-0" FLAT CLG. 1 �t 50 8'-0" FLAT CLG. o _ W CARPET CO 01 00 CARPET 1 CARPETLu co u' 11'-4" ' 2 " 0 12'-02" M 5'-32' 2,1 . 14'-6" N in Og I I F BERGLAS ° 8" 1 I 1 EGRESS RROUND I 25 SH TYP @ S6 O H1 6 3 CORNERS TYP @ 2 STORY O D2 3 D2 D2 U.N.O. 1 23'-6" 25'-0" D2 48'-6" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H$ (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 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 T-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 S.H. 13 20 X 38 J 1871 X 37 S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 g X 62 4 S.H. 16 20X72 184X71 J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X388 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1115 27 J X 63 26 X 62 112 S.H. 1116 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 n# X 38 J 36 � X 37 3/4 S.H. 24 37JX50J 364X50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 J S.H. 33 54 X 38 J 52 1 X 37 1 S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-Al SCALE: %4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 518" 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 112" 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" �A +29.7 / -32.2 © +29.7 / -39.7 OE +26.6 / -29.1 OF +26.6 / -33.5 GC� SEE SN SHEET HO SEE SN SHEET 40 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 WALL LEGEND 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 "Al 1ST FLOOR LIVING AREA 1324 2ND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 FRONT ENTRY 55 TOTAL AREA 3643 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) r C3 N� 00 �d _C2 ,� 0 p w F N N O N N_ r M i o ey 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 t E r` a o 2Q m�xs O CV N O J v Cb C 0 ��,� Cn W N o a - Q dj h � Y J u13. u_ a � 3: Z O0 L N 'm c� co L O � co Z N M z Of cn O LMLo Z pV v� cUn W ❑❑❑ z N M o� z z � � Q J 13 N vi z v CD c Q) 0 LL 4-1 cn t'Cj w � U O �Oft w o N c w N � U G LU - S I >® 2 U ) N to ¢.4 ti o co w M z 0 a cis E � 0 =o pF ¢ , Z® C U u 0 0 0 _ O N�0 U a F o O° p ° ¢ a ¢o w L tp cj c ¢ mg 0 01 Z C � (/J J Nm 0 F �w o¢ Z 5p son n T (� w LL � ¢2 a Ln _ r- o oz J wa = ~ 0 �0 CZ) a� V ZI< 3 .2 p J LO ui m co Q 0 f-- Li) O O Y T U O m m a--+ Lo I N d7 00 o LO O Q N r M Lo o z z �; Ec i1 U Q p � JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. 1.1 N 3 Q 00 O Ln 2 C N 0 0 0 0 O I ¢ LO 00 M LO LC] 21 0 V 0 0 CD Ln 0 t� M O I L0 Cn 0 c Q H N N N a E 1-2 0 S 0 c J m r.7 E2 v Lv c U i 0 i U i z I Y i 0 0 0 ti CD N N 4i 0 0 a N N N Cn a r m 0 cn DW KITCHEN ISLAND � SEE PLAN FOR LANDING DEPTH � MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMINC (2) 2x HDR. REQ'D @ ENC LANDING FOf STRINGERS - CONNECT TC BATH 3 q O' PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH KITCHEN MIRROR ii 50 L L I � Q I, 5 Q co LEJ I — R—i 7 L— L_ —T L— —T " PLYWOOD @ LANDING —L 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER EA. SIDE SEE PLAN FOR CLG. HT. 2x12 HDR. w/ (3) 2x STUDS AT — EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO FLOOR SYSTEM 1x RISERS & TREAD (TYP.) THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. cc CD 0 L LL Z C� M Z o o LO LO Cr CN 00 BATH 2 KITCHEN MIRROR 0 OWNER'S BATH INTERIOR ELEVATIONS BATH 2 KITCHEN MIRROR 0 OWNER'S BATH INTERIOR ELEVATIONS STAIR CALCUTIONS: TOTAL RISE = 1 U-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 318 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: CONT. HANDRAIL 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: r 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 2x8 LEDGER #2 SYP handrails. (P.T.) w/ (2) 1/4"x3 1/2" Grip -size: TITENS TO MASONRY @ Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater 16" O.C.. LO 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"=1'-0" STAIR SECTION SCALE: 1 /2"=1'-0" r s viV i- a.- � tIS J� 0 N N O N M N I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. OA W p�°EUavo�pi Yc�ONN��Nm-j 0 ox°t `` w Jwa o u` C13 ^n � �i =3 ' d Z N M Z �� O Z p V U �� W N O ! O O Z m N Z a <t J N M V) � a U o (� w U � LJ..1 0 11Vl/i � C6 r— in U 6 W � 8 zip.. = r N I! U o � w � z M :n � z cop J h � L.L Z � QE 00 Qn O z® z oa (6 V14 — 2O U p XU OU a o � ¢ wZ _ C � zF in�Z Q � a �w JW LDF 0 co •° O 2 �� J m � CID M M O T C/) m 4-, to � r +-J � O LO C:) Q M r hi >� N o z � � E Q v' CU � E o c 11 U J Q � J JOB NO: 22-02397 SCALE : AS NOTED SHEET N0. 2.0 3 a 00 0 LO Lo a� `v c 0 LO O 0 J Q7 N O I Q 00 0 Ln v cnCr 0 0 M 0 0 M O I A Ln L0 L v cn� 0 .a rn cV 0 i CL N E 0 x L v C J N t� V c v i y U i U i L> L y I 0 i c 0 -V J N r� N 0 0 O a N N O N N v 0 cn m v cn M• 1" x 4" SMOOTH TEXTURED TRIM / BAND — FASCIA (TYP) - N r` d' ti COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS r-1N 00 M• N ti 12 5� 12 5� 12 �5 FRONT ELEVATION - Al 12 �5 SCALE: 1 /4"=V-0" 1IT-0" RIDGE VENT COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - it 1'-0" CJ 25 SH CJ CJ HEEL ?nd FIN. FLR. T.O.M. 12------------ — r 5 CJ /WEEP M-0 HDR HGT. _ _401 RAM F.FL.-----1-------------------- ----- ---� ---- F.FL. LEFT ELEVATION - Al PRE -ENGINEER TRUSS REFER TO STRUCTURAL — PLANS FOR BEAM SIZE 2"X4" TYP. 5/8" TEXTURED OVER - MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. REFER TO STRUCTURAL PLANS FOR POST SIZE 2x FRAMING AS REQ. POST TO CMU CONNECTOR - REFER TO STRUCTURALPLANS (1) 2"X4" TYP. (2) 2"X6" TYP. —� SEE FOUNDATION PLANS FOR FOOTER SIZE (: ) C-11 OLUMN DETAIL General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-V crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. I;L:&TK•1-*1VZ1WAl -, ca c ra /I r i3 r 0 ys 4 N N 0 N C), N O a 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 LO W a v E o o O coM U N W p � V N O N to LJL E:to Q 's Lo W u) Sk LLJ w U: Q co N r- -2 LL w a_ � m v� a 1 13 0 __1 LL LL I d LU L mo Z _ hoc roc 05 �—° o o F w 5 N co LL O W��°jO' M _1_1 ¢ a Z IL LL d a O Z Z 0r u) N M OU Urn Z ❑�❑ V M � Z N M o g Z N z o � � Q J V) — N M z IO^ v ' W p Ly N o W � �o r L L Qj Q o r• N g� r� o � � w cO M N zo z z n. E 00 �� E O "'z oa t— %O ¢¢ 000 o 0 O E N ff ¢ z o ¢ W z aw L ro �o N J h m �m 'z am ZZ 3o MEN IBM U ao k O w wa =6 -O co1% 03 .� pLo J LO m E QLO cA r / (0 O M Cr O O Y TM U O W m 1 }J 'P_J /r\ �I 0) 0 (N d LO O Q t co ui m w S U-) N rri N o Z Z E Co a E U J Q Q J JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. 3.1 1 1111 111 11 3 a co 0 Lo v P 0 0 r� 0 0 J O i Q 00 0 N'J Cr U) 39 0 a 0 0 0 J M O I v C Cr a rn o` a CV 0 i CL ayi S^E 1 c a / t7 O E c U y a i U Z 00 I i C UO O J t7 N M C N hi a 0 a N O N cn 0 N Q m 0 Lolco I f FASCIA (TYP) 12 5� 12 �5 COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - Al SCALE: 1 /4"= V-0" RIGHT ELEVATION - Al N General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (e)cwithin 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 -.O o _ � r r ,} `0 8 ? f I C-- f " r — s. UCa , ' cry OUJ �;�CLy. N N 0 N CV CV O :. - - 4y. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N � r c, n As Q O p N N W J N m � � LL � OUJ y 1 .5 co N # LL W Q Qj m y LL a' Y _j a = Q -6— = 0 (� ui C. — Z Y a_/ - cD C) LU 5 '� N (O m O J W W d -0 a z L0 c" Z cn 0 IL z N o< �3� W ❑oo U z N o o Z � N o J — d � N M (n Nn, 'Z'nn �O O W V IL 1�'� • Cn ° U O w o Ln to � U w — Emap ! = w o ¢ �m r` o Mw w C7 o Z G � c6 E E S o �® ZO (6 F— — E O <� �0 � XU °o a z ¢ wm UO �U o Q a Z W o ¢ L no Cn CZ c O y m 0 o Z, Z _ v S < az zz zo < � U a U K o J z w< -o co lol¢ ° 3 Lo J LO m M Qom^'' CL L LO G :0CT O O Y r U o (0 \1! QI 0 Lr) N 00 /n`� p LO Cy') Q r cN ro m CN m iri N o Z Z E f° a E U � ¢ p JOB NO : 22-02397 SCALE : AS NOTED SHEET NO. 3.2 00 0 LO l[7 v N 0 L0 0 0 J r` rn Ih O i A Q _ O Ln LO C7 G- 0 0 0 J D7 N Q U—) 0 Cr Ln 0 a C -L 3 Q C) v D- H E 0 S 0 v C J O 0 UI y U N .o a U _ a z N I Y C 0 U L7 N M N 6 0 O a. CV N a N v _ o Cn Q m a� v cn 2" 1„ N r, Cl) 2" N 00 1" VARIES *NOTE: FOAM TO BE USED � REQUIRED BYONLY WHEN COMMUNITY EDGE OFDIUS SPECS. IF NOT, 1" 2" OPENING VARIES 2" DETAIL TO BE BUILT W/ STUCCO. OPENING 1'-10" ^^ N 12' CAP 1" RADIUS 1/2" RA 3 1/2" RADIUS 3/4" RADIUS 4 1'-5;4- c�IV 1/2" RADIUS 1" 4" VARIES VARIES T CAP N 1" 1" 1 N o M 21" 2 12" VARIES VARIES 1 1/2" RADIUS T 4" 31 3 4 4 Al _ O �I� T it 1 ri 4 42, m _ N-0�1 3., � 4 4 2" - A- - � �� VARIES 1Z" ,,, ,,, 2 2 IN 32 11" 32 1" 1" 1" 2 1/2" RADIUS BASE _ in T Q0 CD `� BASE 3. 4 �N 12 *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE OF OPENING 2" = d'N p=r V-6" 1" V-4" 1" r� Qo r 2a • • , 0 CV 1-1/2" THICK 1-1/2" THICK 10" 21" 4 c HIV _i D) � 10" 6" I7—Ir N bIV T O CD _ 4 1, 2 CV 2" 4„ 3„ 2n N 2" w w � TM Z: 1-1/2" THICK �4., _ -la T r� 2'-4" 52 1 5 52 IN - a,, 1" 1.4" 3"50 1z k rI M 51. 4 VARIES VARIES 1 �. 2 w � rM I { I iv Ed 22„ • VARIES VARIES 4„ 8" 3z- _ _ ______ N N 00 cD i R6 cD "2' 3" �� (Y� �, - z 44 6" 4" CV CV co R4�>„ d 2 KEYSTONE F11 0 _ OPTIONAL T 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 h OPTIONAL 7 3.. L3" 4 4" WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 41 VARIES 2" CD 001 1 " d' NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED T-8" 4" T-0" 4" 101, 1. 4 . 101, t s 1 146 6 1 -64" 14" 0 t 12 54 2'-1" 1'_1' - 2 7" 1 ` -4" N N (V V. O C14 (V 00 0 �t Vol, • 2 N� O GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) ACRYLIC SAND FINISH COUP (; ' 0 2 - } * j. ..,_ jV, r 0 o N N O C'V M C'V a O a 'f' 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 Lo W a n C) E co xt r0i CD N N # J 0- 0 �p ID 3 00 U) it W vi (n I� t` J W IL LL °' Q �[ c J W -W fA JW" a0 m � Z O r C?O ~ W co tr OIL J .F W Q Q - a IN 1:1), U� p UtVO Z W Z N th 0 0 z N Z � � Q J 0 N r` 13 N M z a (3) 0 0 O N w 0 c w U c L J J {_ lU =� = w d �411 ti O Co w co w o z � J ILL- Q E O ZO -0 Wz Zo ¢N Z® i— CL XO &` 00U o, O E N t ap wo ¢❑ dZ �w L r0 U)� _ C .� m� O O� Zr q a `° ¢w z U)02 z So fl. �1 a rnw U �? �� =k az =3 CD LL F a O V zIa ° 3 .� p J > L oLO a; rn m ICU CL LO CID O O � C) Y Y r U o M m r � � Lo I '� N 0 C) U") O Q M ai M � 04 N o z z E 0 N m C a E U N Q p JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. F 1 rn 3 v a to 0 hM L0 LO cn� 0 0 .c LO 0 0 J r` M O I a C) 0 Ln L0 i v Cr LO O n rnn I A LO L0 0 a 0 a N O d E t° a E 0 c J N I.� 0 U O 0 UI y U 0 d U :a CL i 0 z i i C 0 v J r7 CD N N v 0 0 FJL 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 PANELCENTER #14 copperto lights & outlets NEMA 1 01 #12 capper to 20 amp ckts 50 AMP/ 200 AMP # 10.2 copper to WH #10-3 copper to Dryer R MAIN 0 0 or 410 SER Alu 200 amp 150 amp UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER � WITH CODE APPROVED NEC 17. 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 04,06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH '4 � FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE O HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS -� TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;Ol EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) 1,11 CHIMES (OPTIONAL) H PUSH BUTTON SWITCH (OPTIONAL) FD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) 1TV1 TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL _II DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G ' J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER ,�R � TR s� `/ Nq q t' fP �oX N 3u 3 2 nl, _rl / / / I r W� I 3" 1 V Q i 2n I I I I / I I I i 311 I 12�l I I 0 PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" CD 00 Q (3 - r� - F �," �rT. n <3 r -3 � S o ,—� 0 UJ CV O fV M CV O 4� 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. CD H LO W ', EE �� 00 Q ch 8 N W # CC:),N J I, J LL V 00 C co 0 00 W, Ewa N �C4CDCL N U Lt_ d Lu 0 o Z morn z0 -CM O~ w 'N co tr O R M-:� Z co a ILW Co° . a Z O U U N U N M Z � N Q Q � Q J a N � M Z �/ /J� M ^� ^' 0 W O C6 rr, � U O g U) �U111 w. U) U w r_ J E U o ° Cn4 t1d O Co w coM coU 0 5- Z Z Q U- Q E 8 zz w= � a z oa Cc; O ¢Q U O O� Q E N � ao Qo o Q❑ az L U:)xY m� ZfC Z J mo° a�z Q W o¢ z a0 W TW WW2W. Q U ao — o z 3 _0 J o cfl V w �¢ Z QTU2 a O~ O i N �LLO J rn ca ca LO (� O O � O Y Y rM U 0 `1J W m I\ Q � 01) 0 I LO N 04 O M N Q M r m N LO ii N o Z Z £ O N c `° a E 0 -a m 0 Q 0 m JOB NO : 22-02397 SCALE : AS NOTED SHEET NO. 4.0 3 v 00 roi to LO a� NC C 0 0 PM O 0 J N 0 I 00 O rn LO v <n 0 0 C) J to N O I A LO LO 0 0 0� Y a N O a E t"2 CD E 12 G J a> O v 0 U rn U 0 U 7 z N Y i 0 •U J tZ N M N Gi 0 0 0 a CV CV 0 N CV A. s m cn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANELCENTER NEMAI 150 AMP/ 200 AMP MAIN O 200 amp 150 amp copper to lights & outlets copper to 20 amp ckts .2 copper to WH .3 copper to Dryer or 4/0 SER Alu UNDERGROUNDjDisconLnectPOWER CO. FEED Cu Ground INTERSYSTEMre BONDINGNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17, GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine, Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH '4 , FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH I CHIMES (OPTIONAL) HE9 PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER WWI ELECTRIC PANEL I DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN �711� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT SECOND FLOOR ELECTRICAL PLAN — ELEV—Al SCALE: )/4"=1'-0" Cl) .. LO :1 Q •.a U r• - c2 OO - t' d o w C14 CV CD CV �o 4-. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W 00 v E Q o" N m N LL V Off' C:c0 J G 0? uat w -o Cn r r J lL a- N M C) LL a Y u u- 0- Lu 3:_ 03 C o ILa da a Z co ILW��pjO' N 91 Z (n Q p U v—j U) Z W 17",❑ z N M O O Z N z � � Q J d � r` M V) Z Mo (D () o W � U OL.Uwss o �V) <n U L c U) d ®® 0 �m C7 M ¢ w Z M w zo Q J LL. cif E m c zo >o 4N Q E ° 0 F w'z Z to ♦— � 020 XU o0 �:)U o N d¢ o ¢o O< wW eJ >_ ra U � mo oZ Z ZY C J N !D a� Q W �z ZO 2 2U Q 0i w a nw W � Qo Qz J C:'o aF � co coV zl¢ r 03 > u! u! N t71 ((a 0 L LO O co Y U O� r ^ /� W m 1 }� <C 0 0')L0I CVC'J � 00 LO O M N Q cor U m N � ri N o Z Z E c c a. U 0 Q p d) JOB NO : 22-02397 SCALE : AS NOTED SHEET NO. 4.1 3 CD L0 LO ID v o- N rn O M O J r— M O I 00 0 N1 X) LS v V) 0 L0 O O 0 r— CM N 0 I LO 0 _ O C 0 3 Q N CV O O E F-- fn N E 0 0 v C J N N t1 t0.. V E O UI N C.) N �O d a z y I O / O J EZ N M N ci 0 0 a 0 N N ci 0 a m 0 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ.Ventilators of of ventilation soffit ventilation vented be provided en ila Ventilation Ventilation enQ. ila (See Elev ) required needed required soffit by upper needed ventilators Main 0 0 Floor 55 53 8 26 2 13 0.0 0.0 0.0 (Zone 1) Upper 17 2 Floor 1825 1752 250 876 63 438 531.0 276.0 (Zone 2) 255.0 **NOTE"* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. JNE-1 rTIC SPACE i SQ. FT. ROOF PLAN - ELEV-Al_ SCALE: %4"=V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN, OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) r, O `.a 6 x 4Oryyy `C) - a, O U O OW CV N O CV M CV { CV O e b •r i � 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 v n o NF-* a E N N � J O � � oo It Lu c5�r- a w a- M y LL a `1 Qd j Jww d Lu� ci Z TCc� Cc)�.— C110O O ~ w N co LL O _j (1) r, Z LW N M Z� O 0 Z O U N W ❑ Z N O z � N z � � Q J cl- cn z 0 0 +-� V, Lu —� O LLj a �Ln _ d U w m F- J E U o N Q W N O e ti O cc)J W cO N ¢ o z z a J Lj_ E h tt G o O E v ca w o <'z z o� iO x o ¢¢ u o o< C O C O a z wo o ¢ z �J i (d C _ C o a oy � m� o o' n i a) 3 Q o a < O a N U¢o ti r� �Y or O a �Lo J LO iu m Q cD L0 Ste/ L D O O Y r U o m Lnl -0 N W —0 O LO O co Q T (C\ E 'E CV N o Z z E Q m` a E 4i U � 'ap a) JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. 5.0 no an 3 Q LO 00 0 v c 0 a 0 0 0 J n rn 0 I N a 00 L0 0 C CI 0 0 0 0 J n C7) N 0 21 v N C) 0 a N N a E O x V v C LZ y N O U E -) UI N U 'o i U U y I C 0 �. v J Eq c c d 3'-0" 1 J TYP @ 2 STORY S6 H.B.t ..... . ....... . ..... 0 0,z ------------ - ------ - - - - - - - - - - - - - - - - - - - - M I HVAC CHASE I I - I I I \\\ I BASED ON I I I I 0'-0" I ■ LOCATION 81 I I 1 I I J I ` I \ o� I 1 GG GG I I S6 TYP @ 2 STORY o I S3 \ 2'-6" x 2'-6" x 1'-0" I S3 I I _\ \ \ \ \ W/ (3) #5's E.W. I I I A I I I I 3'-0" x S-O" x 1'-0" A.\\\_ _\ \ ^ ( I rl� 1 I j I W/ (3) #5's E.W. \ \ \\ \ _ !GG-N II I r I - J \� - - - - - I I S3 6-4" ' V-8" N S6 1 20'-44 \\-�-� 1„ -7g I I 1. I 3'-72 1 I 14'-44 I -r TYP @2STORY \\\\ \\ I I INDICATES FILLED CELL w/ 3000 PSI \ I o - ` � I CONC. GROUT FROM FT. TO BEAM 1 \ \ � `� � I � I� � � � • � � � � � � � � � � � • :i::: - r L I W/ (1) #5 REBAR VERT ABOVE SLAB \ \ --r'-- S3 I 1 TYP @ ALL PLACES SHOWN HOOKED FTG. DOWELS 5" EMBED KITCHEN \ \ \ ` \ ��� TOP OF CONCJ PAVER TO BE qj BELOW FIN. FLR. SLOPE PROVIDE Y2" x 9 Y2' I W/ 25" EXT. ABOVE SLAB "GRADE 40 ISLAND LOW \ ` \ ` rCD \ - /13 2" STEEL" 19'-54' WALLS 6'-11a" \ \ �� \ `r 15'-7" RECESS FOR FRT. DOOR 1 6'-0" 2'-01' L0 00 I �y -------------- �.. "�°' - STEPS AS r----- ---- --�1�0'-0" _-- :r....... ■ ■ REQUIRED11--==_---_ PER FIELD CONDITIONS � - - I b : I PROVIDE 1 Y" RECESS I I CHASE TO I I co _ r _ - - _ - - - rr -�T -='c--- - - 1 I / I --------------Z ----------- � STUB UP TO I I - - ■' I FOR SGD. REFER TO I MASON'S SLOPE FOR I IIII r) II r-) III I I D.W. III I JJ I ISLAND I 2, 31„ I z \2ND I� H �� I FOR FLOOR I FOR A/C 00 T 0 ---- 1/2" 31/2 1 WIDTH 13'-11" L. ---JLLJI= L SINKW/DISP --� 4'-84" S3 I 1 3-1/2" MIN 3000 PSI CONC. SLAB FOR 2 6 J31-0411" — ( o I 2 STORY 1 (2) #5 REBAR VERTICALSw/inin L IHERNANDO COUNTY ONLY W I I I FILLED CELL I S3 I 13-1/2" MIN 2500 PSI CONC SLAB OVER 6 BARRIER 2'-6" x Z'-6" x 1'-0" I MIL VISQUEEN VAPOR W/ (3) #5's E.W. 0-1 L----- I � I L- I I 20'-44' RANGE 6.04„ — I V-7" 4'-0" I I r 26'-5" 1 �-�- L r l I 91 I o 1 C1 I 1 I -31/2" I CJ I �r - I I 7'-2" c� I I 1 1 M� SLOPE I• I I I I I N I N TYP @ 2 STORY j o •••• 1 • PLUMBING : ' � {� • • I I ( I co I I j PLUMBING STACK U.N.O. (SEE JJ/S3 I FOR STEM OPT.) I /�I STACK I I I I GG I CC S3 S3 I : • • S3 ■ :r ; : f10:D T 0'-01, I I I 2 STORY L J oo I 1 I 1 (2) #5 REBAR ;'--------. I I VERTICALS w/ in I FILLED CELL VERIFY LOCATION I °° "'ram 6'-0" L T-8" 3'-1 J TYP @ 2 STORY VERIFY METER S6 (SEE JJ/S6 FOR LOCATION ITH STEM OPT.) BUILDER on n. r +H.B. T-O" 15'-0" 3'-0" x 3'-0" x T-O" W/ (3) #5's E.W. FOUNDATION PLAN MONO — ELEV—Al SCALE: %4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED, CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P,S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES, BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN _-i z w cn a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. 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" P., O r .. 3- Q 0 I! J) Y- .,�'" �' •' Jam' CL y l 3 E) r= 6 0.Uj 'vj a :8► N N 0 N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N H o E co o c� 8 m r 4t N oo v � O �� a ik LL WM Oar° -Wa H N O EL — r f) V Y m LL LL a � — a 2 1 O CL Z c m 3 0 o O w 3'�Nm K O W pj°' 'T. oo a L0 M z � rn O U OU❑❑ Z W z N M o g z o Q J N U) V� v 0 4-J W ° U O_ � u., o N � w �N rn U d W e— E I U o m • �m o w cy:) M J o z 4 LL Q E OV z � o= D N Z© oa (6 �Oo UO o (V �¢oK az a wz � I� L a ¢❑ � mO z� Zr U? J < 8 aw z Z o< z go o< w� az W U ao �k - J W ¢Q O ;o o CO V z) a a ov 3 .2 p J >Lo LO LO L CID CD O T— O `0 m m Q � 0 c) L0 CV 04 O Cy') CV Q N r ui E M c LO o Z N =$ E O @ a E U -j Q p JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. 6.0 STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d /IF CANTILEVER NAILS @ EA. TRUS ./ FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) \ 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN TRUSS BRG. -4 ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING FC03 CANT. FLOOR TRUSS CONN, SCALE: 3/4" = V-0" 3 rn 0 LO P 0 ar 0 0 r� O 15. r` rn C" O4 I i Q 00 M Cr V) 0 Q L0 M O O J n O LO LO ;v Cy- c -r N N d E N E 0 x c J y r7 0 U CL U 7 y I O O 5 J t7 N M I N hi 0 0 a cV N O N a Q m 0 RSH ENGINEERED CLADDING WIND FPRESSURES AND PER ASCE 7-16 ROOF SUUCTIONS FORM AN ROOF OHEIGHT <_T 5 ft D JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 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: 3/6" EXP. 1 (2Y16) or15/32" EXP. 1 (3�6) TILE: 15/32" EXP. 1 02/16) 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 t732, SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. -AM TO T DGE :AM TO T DGE a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" C H2.5A 565 535 1 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 112" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 1 Od P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (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 171 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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. 00 X CONT LEDGER C-70 D : LU -C: I 0 L LL x C W -4-1 j LNW VE ULU WOL -CNI 00 0 SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-Al- SCALE: C1 � 3 x J a 00 0 L 0 cnn 0 0 r13 0 J M O I a L, CD 00 v Cr V) 0 a LO 0 M O O J r- CD Ln ar (n 0 O L N N a CL O x v y r7 0 UI v 0 i U z I 0 0 -O J 2 r N to N ti a 5 a N CV O N N ai 4 0 Cn Q m 'v N X 2 - Cl) U') yvj U U U CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE [4:121-[12:121 a=oft j a a (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n I 2r 1 3 1 3e 3r HIP -35.94 -49.57 1 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 -- --- -- - - -- -- -�-- , I I\ %I 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 { I PI ®I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD i I ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (2%s) or 1Y2" EXP. 1 (3�s) ; I '® TILE: 1%32' EXP. 1 (32/s) !� NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS " ®+ ; 3r 3rT GA 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32", SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 IRS RS-03 1 Od (2'/z" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. rx 2 U U U . '•'•' oDo . . rn . .. . X. w . .: . Q ... ... Q ... .. Q . Q ... . . . . Q ... I CJ1 CJ3 CJ5 . . •'•'•'•; v . . r — .. can ... . . I. I I W I � . l . .. I I . J1G I v I: Q ..... ... l8 m . . . £8 W Co coo U U c`n X 2 0GV02 YP. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 112" 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 - 1Od x 1 1/2% 8-1 Od H FGTR 4725 3400 wl (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1Odx1-112" HTT5 5795 5/8" ANCH. /(26)10d A-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME 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 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 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS To THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+)� THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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. Uj CO 42 co R 2 PLY CAR x CONT LEDGER ul , IL Cl) LO LO Cr t SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV-Al SCALE: %4"=1'-0" DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS To THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+)� THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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. Uj CO 42 co R 2 PLY CAR x CONT LEDGER ul , IL Cl) LO LO Cr t SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV-Al SCALE: %4"=1'-0" 1 J e r � o N N 0 N M N N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. tlf � E Q � � O N 8 N J CO o � N O 01 � J LL O a.+ 7 3 LO 0 L0 LO v cn� 0 u7 O O J rn O I A LO 00 C) LO v fn 0 Q u7 C) 0 0 J t� M O I N LO L0 0 0 V) 0 LY H cV N CL v E H y aC� E O Z 0 G J N LZ O a c U rn U 2 U i z I i 0 v J CD N M c O Nd CV O cV N 0 rn Q v to GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 1 T-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS UIV 10 0 1 -, umm BE I kWJ IWO C a (F) 9 a V1.101.0 11'. Kim! 8 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1 B/1T FORM & GROUT SOLID O N W � � J U O #5 BAR CONT. 8F12-1 B/1 T O W" LINTEL DETAIL SCALE = N.T.S. i f 1 Em° E � TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 81-10MT ¢ o r tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL ° HEIGHT MATERIALS cTi' pr��ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. & Mortar per ASTM C270 type M or S. #5 REBAR.(1)RE MIN. TTOP (i) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL O e ° e .M.U. #5 REBAR AT TOP e ° e ° GROUT MIN. (1) REQ'D �'� � o G 1-1/2" CLEAR ° e e ° ° e Lev)¢ -- �' C.M.U. 5 REBAR AT = w - ° O BOTTOM OF a- U)z w O LINTEL CAVITY w -BOTTOM 0rrd0Z REINFORCING PROVIDED IN Q O m J Z LL o w 7-5/8"ACTUAL 40MINAL WIDTH LINTEL Q d L #5 REBAR AT BOTTO (VARIES) rn n a t� ', % a AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ %" EPDXY ANCHOR OR Y2' J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers 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 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE, POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 4'-6" LL O L MIN, LINTEL PLAN - ELEV-Al SCALE: %4"=V-0" CCA F� a C4 _ F s� a 3 Ix �' J U oW CV CV co O rF- 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. LO W QO E (0 Co co to ti Rt p (V C N W J LL t7 o (0CL O C O J ,� W 7k LL W Z C103 @ -t 6 � iL -- Y -6 W =)'F,N(0 Lr O J Wr°n�PjO' ¢ a a Z IL LO Cl) 00 d Z W L O Z O U U u W U z N o Z � Z o < v J - N C> o 0� LL. 4-1 M Cn U O N w S sl U) c w � J E of I U o D 0 N rn C:,W CO_ C`"J m w ¢ o z z e cd � �� an Q v � � Q z oa Z CU m O E O O R 0 <¢ az ¢ cWi OOU °� aZ O Q J L ((3 o m i O CY - � U w O O Z¢ J < ° Q W i Z UJ 3 3 0� LL g° a �w W c-) Qo �_ CD of w =3 7 0 � w yo a0 °zle O 3 `-) LO L0 c� 0 - LO M M Y 0 C)� r- U)'^ U o m a--+ Cy) Lr)I -0 N 0-) W O L� O Q M r 0 m N w N o Z Z E O N N fSf E C d U J Q J JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. 8.0 3 v LO O W) u7 a� `v Cr a LO 0 0 J O I L0 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 51TMS 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: 10PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2,2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIEDATANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3, DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3. 4, DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4. 1, 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS, 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2„ ay CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L,O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4, 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 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 V 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= 2,950PSI 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 STEELERECTOR. 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 T-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- Toprovide 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 backktftll is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - CoQncrete over g and mortar along the foundation perimeter must be removed before extenorsoll treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalis. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 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 %". 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. C,° r 6 ems► l ap r; cp > L.IJ N N 0 N CV 0 ` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C, g 0 _jJ 0 N - _�� 0 00 O a cq N o ° LU LL CL -, V Y QN JLLLL aL� Z 1 2 oo N co M O i Q¢ Q Co o Z LLW Co a co X rn O Z N 00 U_5 U) W ❑❑❑ U Z N ch o g z z o ¢ a J d N U)Ln z a U o a--+ v, 0 W o tl) � �v, _ U) RigS U w j = w C� o m ° ID N0 Qco o w M Z o Z J ,L E rc z o Z Zo <� Q E O Wo z �® oa ♦- xo �Q 00 o< O w� o a < wz r6 i�� - o z ym 0 m o z, J 0� aw U, a`) < o Z z 5DO � LL ao �w U w¢ >° Mjo co s� z ¢ o� U W C) J > LO LO rn cc i L0 co C:) 00 CT 0 �/O V) o r � L,r) I '� N 00 -Q O L{ ) O � � T aS E 3 N w N o Z Z E O U)m d E U J Q 0 c J JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. SN •ll 3 -O Q LO o M LO v 00 0 LO 0 0 0 J I J Q 00 0 LO LO 0 ¢ 0 0 0 J M O I LID LO E! v Q� C N 0 i d E ry E 0 s L v c Q) t� 0 U c -) c>I CD 0 o_ U i Y i .s U J 0 M 0 0 a N 0 0 0 Z 0 v THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I............... .._.......�..... I I I — 11 I :14 I I 16GAx1-1\2" LONG (3/4"-1" CROWN) S'............1:.. _.. ,. STAPLES @ 6" O.C. VERT BETWEEN MAX.................. _.......................I':'::'::':':::::..... 16GAx1-1/2 LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-01, TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-011 a STUB -OUT FOR - O 1 -Orr 0 In GAS METER 9 0 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 1IT-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. "IT-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 314" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber IX CONT. #5 BAR DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking ° + 1/8" gap / FILL CELL STD. 90° HOOK STD. 90° HOOK BOND BEAM SIMPSC w/ (22) ' NAILS 1 CONT. #5 BAR #5 CONT. 5/8" 0 THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND /X SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI i MASONRY WALL OR i INTERIOR BRG. WALL TJI PER PLAN ' OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION ct INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max11 /V I — __J • � 4 max. Clinch nails when \ possible a 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" 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 DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate details in1___or--11 One 10d box areas=20 of high ` sinker lateral load. T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. / Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b 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.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 1063" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — ■ • R.-M ■ • 6"" A 1/" ROUND HOLE MAY 6" I 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" THE WEB, PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 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%" 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 1Y2' KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5 d BCI 6000s� BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sY" 11-7/8" 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)- NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION 1111L A/C CHASE 4" PVC SLEEVE THRU STEM WALL II�IIE:' : � ► � .: G � Backer block (12" wide min.) �I I ITI I I I II I II III = —I I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM a a . a.. SEE PLAN FOR °. a .. .,� FOUNDATION INFO ` °' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4" 2" gap —J Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.1 X Joist " depth I -JOISTS BUCKETS N.T.S. GRADE 0 r—REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @a MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN wl (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" v CENTERED @ PIPE PENETRATION 7' v 1-r1 14 ° °.' ° 4. a PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENTERED Ca PENETRATION 4 ° a PVC OR SCH40 SLEEVE / rPLUMBING LINE CD Z �v SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE eQ d ° / 'd G a a . d L,!,l a SEE FND. PLN. SIZE & REINF. .. c:) 0 o CC - 1 3 " 6 r � TZ 0 0 z;(� 0 LU N N 0 N M 0 ch 'v.,. ... 1 �a v' 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 Co E o co r-at 8 N o N J 0 y co 7 co of zM L, W a �r� ULU - N U- J w w �y - wu 3:z _ O � Z =0 Y L O O W W °�pjO' daa LL 'L a F- w N O 1- N Ch Z � N � p U v Z WHal ❑ ❑ ❑ ro o 0 z 63 Q o J � Wti M N z U = � Tr V � W = o ° U 0 -� W g w U, ws wigW U 6 J i L U U ) 4 W 0 co w M p Z 4 E E oo ¢s ze oa VO WUO I z o >O O <C aZ �<om no C Y O,, w Q T oZ � oOg�oKw a F U g dLL 2 =3 �rD >° CD 5� ar °� .� p J > U-) ai rn �--�LO Q 0 f— Ln (0 M 0 0 U / n W m }+ LO I .0 N 0) 00 .Q o LO O < CN T M 6 E Z, E LO M M .. o z @ z � E i6 w t° a- E U J 16 < 0 c Q --r JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. SN 1 Q L0 0 M LO .n 0 0 C) J r- M 0 I 000 L0 L0 0 C 0 a 0 0 (7] N 0 I L0 v i L. CI Q N 0 i v [1 I.— Q) 0 x v i LZ 0 U v C, U 'o i U z CL ip I Y O U 9 t N CL 0 0 0 N N N 0 U) Q P 0 N V F2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT 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.) W1 (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO e ° BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM 9 1-1 I I —I 11=1 I I I ° ! 1-III—III—III=� o 1=III-1 I=I I —I' D3161-CLASS F, IN ' 1=I I L 11(=) ° 12 ACCORDANCE w/ TABLE I I-1 1=1 I I —I I I=111-1 I I�I I I I (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) I=I 1=I11=I I I 1=1I IEl II (- II II I II I II 8 RESIDENTIAL ROOF SHEATHING - SEE INSUL ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 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'H00K (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 U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 6 MIL VAPOR z z 00 BARRIER III ; D ° G I11 2 —I D• — r COMP. SOIL. I ° (COMPACTED TO 95% =1 I MODIFIED PROCTOR 111 III III=TTI= I T ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. O U 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" Q 3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-n 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS _ TYP. 2x P,T. PLATE ASSUMED FINISHED ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY U > 00 C z NOTE: - *FOR BEARING WALL W/ UPLIFT ONLY — 1- --' IL 1= -111 III I FRAME WALL TO C.M.U. WALL CONNECTION D 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 ° ° v GRADE _ •.° III-111—IIIII 'IIII�'II I';� _ _ -(1) #5 REBAR w/ OPT. 'r=1I �I11= I 1=1I 1= I rSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT _ n C — 14 O.H.D. RECESS z 13 O.H.D. RECESS - N ' �M r Cl) A. ,� 4 1 I IT r 1l=Tfij =1 a SEE A/S3 OR J I S 6 11 11 III 111 l I I III 11= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S30RJ/S6--- —Ij 1j LII III'�F FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. I S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �r �r �r 7r I I I L 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR V GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2-0/16" PLATE WASHER (TYP.) ELEV. U-0" (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2" ELEV.4-3 1/2" 0 z 1/2 MIN. p. A.F.F. 0 b o ° TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) — (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 3 1/2" MIN. , Nco =11=III=III ' 1 /2"(min. )- 4" 31 /2"(min. - 4" 11 I-1 1 111 III—� I I- -I 11=11 I 1TI=1 11=1 11= I T III I'r (2) #5 coNT.l 1 , ; ,I 4„ V A 11 Q„ U.N.O. �F MIN. TYPICAL BEARING WALL (@ STEP (@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 5's M TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. r-2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH 00 ct" /"(min.) - 4"=T _ —III I l i —TI— I ICI I H I 1=1 I� 1TI=1TI I I� 11 (2) #5 CONT. (4,1 U.N.O. MIN. TYPICAL BEARING WALL a@ STEP SCALE: 3/4"=V-0" 1/2"(min.)- 4" CC S3 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ �/ GON FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 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 10'-0" (R302.11) ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATHFIRST Z LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE, PLATE WASHER TYPICAL 3RD LAYER 1'/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ 35011 MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 2X PT PLATE #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR W END OF 2 MAX PLATOEM WWF OR FIBERMESH PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR °1P. ° b. . #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° T� ' r FINISH GRADE O4' [GRADE 60 MIN. Fy= 60ksi] a1=1 I1—fI I m ° I ��I I 1=1 I�—I 1- o Cl) :° u 25' MIN. LAP [30" MIN. LAP] ¢ I —I I i I I —III D I III —I I1=1 I I; T - W '=1 11=1TI 11=1 ' I I 1=1 I I-1 11=1 6 MIL VAPOR BARRIER I I ° ° � I= T 1=_ °O R 1 7/8" LU ' ' 1=1I I1 TI MITI , I —I I I—. #5 REINFORCING BAR I— I r Z —' I I. I —III —III —I I i TII I I f I— r #5 LAP SPLICE (2) #5 CONT. I , (T1T i TI 1 I, , , I i— COMP. SOIL. (COMPACTED TO I II I ° a . 11=1 I=I I=1 I1=1 I' 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1' 4" 8" 95% MODIFIED PROCTOR ASTM 11=1 I I=(TYP.) D1557) 4" V-4" #6 LAP SPLICE #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH SEE ROOF PLAN S G D U N O 10d NAILS TO TRUSS TOP CHORD AT 2O.C. MAX. FOR TRUSS CONNECTION INFO ( •) �C; ° SEE PLAN FOR A &LAYOUT DESIGN ° e — — — TOP OF BEAM VIV ° - - �r (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL — — _ —° ° . ' ° ° T- N I- C� c BEAM SIZE & N ' I [. CONNECTION INFO M I 1 I r P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALANT — a ¢ A INTERIOR 4. P a a. -3 1- �"� •a 2 v ` CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 �� L M 6 MIL VAPOR T =1' BARRIER I.'•I I I I E,, El r1 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" 11 2x4 #2 SYP P.T. FRAMING w/ MIN 7116" O.S.B. SHEATHING SEE A/S3/J/S6 - "— fi — "- 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE Q SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND SEE DETAIL 1601 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 d INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN co CONT. BEAD SEALANT ¢ j LUFILLED w/ MIN. (2) #5 VERTICALS 00 Z GRADE 4 > SOLID (SEE PLAN FOR _ ° 6 x 6 W1.4 x W1.4 N 25 W SIZE AND REINFORCEMENT) — •—i '- WWF OR FIBERMESH M BRICK PAVERS or SLAB PER COMMUNITY SPECS a w 0 o U' =1 " cvn l w v _ • • `• - - z 11-i' —I `Y' ° - ° SAS JI-FOOTING BEYOND o�,o%�. ; 00000iipopqPAD REINFORCEMENTCLEARANCE TAPERED(SEE SCHEDULE) A- SEE FOUNDATION FOOTING WIDTH .41 F_ CONQ PAD INFO. SEE SCHEDULE COLUMN FRAMING If""fC�D12 PATIO COLUMN FTG. DETAIL � �N Co 4Ya -`y n ♦t� 1. > a, Ll tt5 ;r, 0 0 0 ;+= L 0W N 0 CV C`). CV 0 4 � R To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s signature and sea[. f N W ao 0 v E cnv a .o - it CD C, U N -1 N O S" LL - '_ LL °- Q�C,4v Y � 'i w 0 r Zo - L O O ~ W �'�N(O K O W � rn z co a ir) Nz xNO Z N O U v r W ❑❑❑ (D M M N p o Z m N (D z < J [1 � r` M N z 0 4-1 u, ° U O,,, o c ass U W� E - m o m1 � w �.., U N C v' � Q N o r• CD coz w co co U_ n ¢ p z Q (. E o oo Lu Z ® I— XO uo r � C CD � �_ z <o a` ¢o or �J = U:)z o a mo a z _� � J �m <W cn cn 3 o oa z z 'o tz w w W U <o o oz w< r� z ti >° [O r za a o �3 O >tn J LO .-, Q ~ (p O O O rM U Q o \1/ W m +J Lnl -0 N (:7) 00 -0 O L0 O Q r cN ui m LO CN in CN o Z z E O a E U _j w Q p c JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. S3 Q 00 LO LO v GE 0 0 J N 0 1 LO co 0 LO v crr 0 0 0 J LO O 1 LO 0 0 .Y a N N a E Cn W E 0 s `v C J ti O 0 U 'o i U _ i z i 0 0 U J ti N N v 0 0 a C-4 CV N N a v 0 0 m v (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA DOUBLE 2x TOP PLATE ')� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ 4 EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ I ❑ HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IS 2 1/4" WALL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 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) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID PINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO - TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD • BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL ! ' TO DRAIN DOOR OPENING L _A� DOOR OPENING / EXTERIOR ❑ ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK WI (1) #5 FOR CONCRETE PLACEMENT / ° as ° a 8rr 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: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 112"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL CC Uj FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY ..,.' : •::� GARAGE FLOOR �/ TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a e ° SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S,4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a IARAGE IOOR vvvi i i nv� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. r SIMPSON HTT4 TYP. op00 FN�NQ U HOLD DOWN4 CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. 54 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" 0/C (TYP SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER, SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FBLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v 0/C FIELD T a- 2x TOP PLATE—// 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS === CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. 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 \j STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. — PIPE OR DUCTw/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF s�8„ SPLICE STAGGERED • 10d @ 8" O/C ATTACH ALL �J EXTERIOR STUDS W/ fd16d TOENAILS TOY6PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+4 F= 2240 LBS �7 SIMPSON rc C P.T. ATE �uvlrwly ar4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10t ST co J-I M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILEDIx INTO TRANSOM FRAMING SIMPSON SP4 2X8 P.T. BOTTOM Pr TE SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 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 10d NAILS 4" SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) 1S (9335# SPF) IN. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. i&NUT OXIED A.T.R. i&NUT C ROOF TRUSS ABOVE F 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL @ 10d NAILS @ 6" O.C. STAGGERED ° STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE UU t5/8"xlO" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. -0 r ,,j r,3 -, c) C. 4) ,,, U — U _ 3 - -� "> CL 10 LLI N CV 0 N M N 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. Engineet's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W Q v E N N� N OD J O � 6 'j N # LL W UM 4 rq ' o L w a. Mww a.w� Z o 0 y.~ w i co 1rn d¢a Z LLW n N M Z Of n 0 U N Z 0 U W ❑0❑ V M z N M �o z � N z o � J N M z a (D Q) 0 a--+ C6 w m ° U O W p U W � E 8 �? = w U a w ,D r ® N 0 o Co w co Cl) z z Z _10! Q n zo �0 - aa O E U W1 a= �® o� �� 00 oQ CD E o o <o r� C: Cny _ Sz U mg 0 O, Z z —� � ro Q W z W a3 F W o� ° LL a �w U az �� CD <w =01 >O o V w� za a r 03 .a O J �Lo LO LO a; m E cc LO (� 0 MO CD Y U '^ T m Lo -0 N 00 O Ln C:) Q r cN ai m LON C\V jj N o Z z E a U _j Q 0 a) JOB NO : 22-02397 SCALE : AS NOTED SHEET NO, S4 :., a ;,. .: .. ... - � _. _,.�.� `--!L ..._ .. ... .. ... ,.� .. .... ......r,o�_.-. >_. ,x .. .. ., _,,.,'.ux x«:c4�' -. �.". �. ,... �. ,... ._r � .. ._ _. �,-...a__`z i. .,�....,. r.Ml 3 a 00 0 rn LO ;v a Cr Cn LO 0 0 J M O I Q LO 00 0 M LO L v C V) 0 a LO 0 0 0 J O LO LO v v Ln 0 Q N N d 1— E 0 v J y ti L yQ.. v L 0 vI 4 CL .0 0 U i v Z y I i 0 N N M cV a 0 a CV O N N v v7 v N SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ •� AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX T IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, 4I DETANG SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2)1Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END 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 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS NAILS ATTACHED w/ 10d 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 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH L� MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w! 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odx1 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" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r r X-BRACING, AND TOP T CO"' SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION (D SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS WOOD TRUSSES 6 co 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT wl (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT " O (2) 2 x 4" LAMINATIONS W/ 1 ROW O (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF (3) 2 x 4" LAMINATIONS W/ 1 ROW 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 ( ) Zx4 BLOCKING 24" @ (D = 0.148' , L = 3) OR EQUAL (D = 0.207", L - 4 1/2) OR EQUAL (D = 0.207 , L = 4 1/2) OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 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/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d 2 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD 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,) MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 t— 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 HGAMI0KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( - ) 2x4 7" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING LL EXT. WALL CONN. @ COMMON NAILS. ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4" 0/C {2) 12d TOENAILSS NON -LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL e (2)16d NA (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT l SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 1Od x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE i� AND LOCATION) 6.9 MAX. S5 S5 �-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'4" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • a z w \-BRACING w/ (3) 10d 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" YO" - T-O" 3'-0" - 6-0" 6-0" & GREATER SCISSOR GABLE — (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS ^- ^ GABLE END BRACING DETAIL SCALE:3/4"=r-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0Y 0 ✓90� CORNER JACK Q Ir w z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d W LU 0 o O �r — — — r o CO X ----p z C) — Q o O C. w 0 r 4S` w NOTE: ZTOP 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 @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C W. 0 .t ti ®W N N 0 N M N a a y To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W C co 4 �� V J N Uj a fA w - a M V Y a r Q a - Q 0 yzy L O C)O LU N (p Ix O J W��6jO' d a a N M z W (n 0 v _j Z O U U)i W D❑❑ N O o � N a N — rs Z �-J o O 0 Ul �N � V C ,_, W, � s $ IF- zl0.. = w . c (n iu Y ¢ OJ N m ti O co w M M z o z U_ 16 E E 8 z o 12o � <. D2 C6 �U U I— ni X CUi &¢ O � U 8< O E AV N d p ¢o Como d z �� Y U Z 'a ICU z cn J ¢� w �z (/)C1� ¢ zo a ID !J- -W O WU T � U � a o oLL I - y CZ) c <<CD o� ao a o ZQTU3: Oi �L6 'n L / rn Q cc 0 ^�^,, co O O �-- 0 mil/ M m •I� •1�r >� I N C) 0 C) L c Q M r N rri CV o z cCo z E C7 cc c ca 0 o _0 m U J Q p c aci JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. S5 3 co LO LO LO cn 0 0 O r- M O I a 00 LO 0 U) 0 0 0 r` M O LO LO 0 cn 0 C> 'i N v a E 0 E O S `v J tl 0 U v c U i y U a� .o i U i z I Y i 0 .s U J N tz M N .O+ 0 0 0 CL 0 N N 0 `n m 0 N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 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. IF 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 WE INSTALLATION PER CHART ON FLOOR PLAN -� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER d MUNICIPALITY L e e d e cV ° e . . A . MI I I I -I I I� I 6x6 w1.4xw1.4 I I -III -III -III -I I I I ° WWF OR FIBERMESH _1 L=III=III- -111=I I I=I I I FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 /—PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - 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 FOR MORE INFO w o= 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8"THICK. —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETALSEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M ILL v 4"x4" INSPECTION PORT AT CC a- EACH FILL CELL TYPICAL w °- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE -INISH GRADE 00 STD. 90 °HOOK (3) # 5 REBAR ON 3" CHAIR W/3" MIN. CLEARANCE 4" V-8 (SEE DETAIL) TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP W/ (8)1 Od x 1 1/2" NAILS TO STUC 2nd FLOOR BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)1Old x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- BAND JOIST— V\ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/(8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING WEEP SCREED C)cz_c PLAN N INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-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 TRUSS FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREEDLL INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1 /2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (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 L e d .° ° n . eil daeI —11—I II1— —I-(3) #5 CONTI—ItVI8 ON 3" 8 -8I 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. 13 i 15/32" OSB EXPOSURE L SHEATHING PROVIDE x BLOCKING AS REQUIRED PER D 0 SECTION X-X IF NOT FULL F HEIGHT SHEET-r�� U) z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND 1 15/32" OSB EXPOSUREI r F SHEATHING w FF z SOLID 2x U) C BLOCKING @ ALL zi C Z11SECTION SHEATHING 0 EDGES(SEE OPENING I I X-X d U C x w 2x STUDS w BEYOND. 'o SEE PLAN 0 0 —2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAL L rL rA1A-rl^k1 nLAnnAAA 3/8" S = SPAC S 314" A 1 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 @ Y O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANy". (o OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL t0t @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. w @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) n STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o J w/ 8d COMMON NAIL uj w0 O CE O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER L } ¢ r O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. pcnmLZ) � F 2 OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z — N w 0 o MEMBER IF GABLE END xm � e 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"xl0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE Op /F"0,4 N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN, SLAB W/ 6x6 W1.4xW1.4 `* WWF OR FIBERMESH L e a ..e n1 -I I I -I IN . e e M 'll,llll e 1-1 1 1i (3) # 5 REBAR ON 3" CHAIR 4" 1'_8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 Sd NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 1/2" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'4 (1) (2) (1) (2) (1) LSTA30 4' 9' (2) 3) (2) (2) (1) LSTA30 1 (3) (3) 1 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA, STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I— @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 'd r O ® = e f c W\ 4'\ r- 110 0. - b.- V ¢ 0 Uj CL +-- fV C14 O CV cM G j 1 '1 77 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 v E s Co a o `° 'Co N O (v J 0 •� tI) co a 3k u, LU M tq��•o - W a 0 QjLN7v LL 0- Y Ui LL a L 5 CC. o Z 0�Y p N`o V_ O J W¢¢ a Z N M Z �� O Z p U L) c0i� z N oo z � N z � � J — V) zccU o 4-1 0 LU o Ln c N N �n ass v wall� s U p N c 1 ® ® a `OCID W w m J o a g 0( U_ cE E Q wW wLL zo Z® co 1— o < X U U W O O < Za N z ¢o G �Z W, L We _ o U of m g 0 Z Z J a Q w gz c ¢�K w z Q0 z Q g I- CD >� o v W za a o3 °O = > J U rn TQ co CL L_ F— Il') 1-­� � O O U o W m }� LOI N � 00 C) L17 C:) Q CN T_ ui m w N LO rri N o z z E Occ @ a O D U Q p C c JOB NO : 22-02397 SCALE : AS NOTED SHEET NO. S6 3 Q 00 0 LD c V) 0 .o u7 0 0 0 rn M") O I 00 L0 u7 0 cn� 0 0 M 0 ~? r- rn N O I N L u7 21 C 0 0 3 Q N 0 E F2 E 0 0 C N N r7 0 U O C 0 �i .o U .a i z N i 0 0 :a 0 U J LZ N N M N ei a 0 a cV 0 V) Q 0 i= m a� 0 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 MALL SECTION V FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN""' / �� AND 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 XX STOP 2x8 SYP DRYWALL STOP MUST 3YP CUT TO FIT NOT TOUCH STRINGERS i % 7///7-1 %RS IN WALL 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 �f 2x6 SYP tCONC, DE MOISTURE CTION LZATTACHTS 2x4 SYP BLOCKING XAND NAILED TO FLOOR WITH GLUE FOR STRAP2x4 PT NOTCHED INTO STRINGER O.C.(SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 / \ OF STAIR TO CONC. W/a' X \ NAILED TO STRINGER / 2 T" TAPCONS @ MAX. 32" O.C. / I EW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH TOP OF STRINGER STRINGERS E--j 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP > PT NOTCHED INTO STRINGER (SIMPSON14)10d M/2" N I D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) STRINGER CONTACT POINTS / IEW "D" SECTION VIEW "E11 SCALE: 1" = V-0" SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D—D SCALE: 1" = V-0" 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 NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS I�7L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 1' = V-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS �7 R 0 H � 2x4 SYP BLOCKING / FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) L L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE: 2" = V-0" -3/4 PLYWC ON DECK 2x8 SYP AND NAI FRAM I N( 2x4 DRAFT STOP 2x4 BLOCKI C—� NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER 2" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" SE CTION VIEW SCALE: �' = 1'-0" SCALE: 1" = V-0" CONN. TO BOTTi OF NEWEL POST PER CONTRACT, PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = T-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED (WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO BRING WALL BELOW MALL JOINT YWALL TO JER JOISTS) L POST LET INTO 'LOCK IDE <I NG 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) =1 r)r)R TRUSSES H 2X STRING R 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 112" NAILS D OR 3 2X BLOC ING RIS R L2i-----1--� VARIES SECTION VIEW "H" SCALE: 1" = V-0" � 1 C .. f ro r" 0 Uj CV CV O fV M CV F, Q C,. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida 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 C, W v o, r i p M O U N O N J .Y J 0 =� N Xk 11 d ID M" Y Q 0- cU a� JLLL z-�� o 0o� .cc� S a �.@�� x OLu a Z 28 N mZ �tn0 IL a O U U 0 z W 11El11 M `n z N a� Z � CD JIM z o ¢ d: J M U N^ z W o w m O w o N Ly N �N U) f6 r- .3 U LU J r— — E m� U a N ¢ N Y N m � m r_ o ffi z chi M z Z o 5 4 'l E E o O 106 rd5z 1 U O U o, O O cli a b ao a Z ¢w L Q 0 'K ) Z❑Z Q p Y "m 0 O z w �- J a`° �z 3 oa go wa oz i O ~ O co u �0 o� v zt ¢ �3 p J W L O l,!') N m ca Q cD I— L O O O Y � o m lb QI 0 O N 0 04 -0 L0 CM N r ch CV) ai m CV L O iii 04 o Z Z E 0 c m a E U Q p JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. ST 3 TJ' Q L0 0 N1 L0 0 0 C) 0 0 0 I N x J a LO co 0 LO L0 ID Cr 0 0 M 0 J 0 I N L0 L0 ID 0 cn 0 C 3 a 0 E F2 C0 C O v C J V3 LZ U 0 i 0 a U a z y I i E O 0 U m r7 0 ZZ 0 a 0 a N 0 0 z 0 w m 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR Col ,i �j �' i 1x4 P.T. APPROVAL OR CONN. 3/16" 0 X 3" LONG , �� 1x4 %� APPROVAL FOR CONN. j j ,; i �� /� 1 X 4 j�j�,� FURRING i FURRING FURRING '�' ' (2) ROWS 3/16" x 3-1/2 „ ,� , 3-1/4" LONG X 3/16" 0 ,�% TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO BLOCK@ SPACING STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 „ PER MANUFACTURE 1 DETAIL O.C. 2-ROWS INTO 2 EDGE DIST. ATTACH MASONRY THROUGH 1-1 /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" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. " DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2 EDGE DIST. APPROVAL FOR CONN. % i '% 2x8 P.T. w/ 2 ROWS 3/16" ( ) APPROVAL FOR CONN. ,;; , (2) ROWS 3/16 x 3-1/2 /' %i ; ' , ��/%j� �/ x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH ox4il 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINt 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2 DETAIL 2 1/4" META IL STAGGERED@12"O.C. i-1all nPTAII x BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 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 BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----,-- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- UO 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4"x 31/4" TAPCON (1 1/4" MIN. /1/4" MAX EMBEDMENT INTO �4 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL T2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS — SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS - AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. 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 PROPER INSTALLATION MAX' 8 #5 RE& (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS NOTCH WEB AT t.5, FIRST 2 COURSI " '^T ;APACI I Y = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Ya" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 00, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" �'SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6-0" , 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 ° ; o REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT _I==11 ' I—�I=I �—TI� PRESS PANEL REINFORCING INTO PLACE. —I IT —III— � 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF F MORTAR BED AND TROWEL - REINFORCING PANEL --ITIW— TI1=I SMOOTH. DO NO FURROW. �° I I � ° o = =1 117 TI F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • 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. I -STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. flof 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. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ® 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. ® #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" R ® ® AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TD. 90° HOOK TYP. 2x BAND JOIST W/ FACE NAIL 10d ( ) @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB ME-7 TAL SEAT PLATE v NOTE: AIIIII T LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ® SIMPSON HGAN110KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS +2„ NOTC FIR@ FIRST COURSE ®® r INTO BAND JOIST & (4) 1/4"x2 3/4" SHE L_ TITEN INTO K.O. BLOCK S L_ FILLED CELL INSTALLATION 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 (*") SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. 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"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA, 3/4"x1/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" () FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.- 2 X 4 #2 SYP SCAB TO SIDE OF 2X TRUSS O�FRyq DOUBLE 2x40SCAB OR H6' TO 4''-0" O.H. + + �FNGTy (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + PLYWOOD SHEATHING BLOCKING AS 'RUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP . ® s EACH TRUSS CONNECTOR SEE LINTEL SCHED. / CENTER SOFFIT PRECAST LINTEL _�// SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS .qFF CHFFT n,) ANn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN, 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,rt - , cc Z O U) U- O W I— U RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a' OVERHAN 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 r-0rr 51-011 NISH ° >, ' #5 BAR p. 10 • ° CENTERED W/ ' 6 IN TOP o ' KNOCKOUT ° CHAIR BLOCK MONO FOOTING ° I •o a SIZE AND REINF. PER PLAN - -I °• . AND SECTION DETAILS CLEAN FILL .o ° Z DIRT ° STANDARD o N #5 BAR IN . 90 HOOK FILLED CELL,L, L, A �i e• \��r ,� ��r s• � ♦ter n��r s• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC JNTACT 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 n SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. F s .0 r U a'C pw N C O N M 0 0 .' r � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. V) W ao �E �00 Og ��it O N N J LL V C CDNN CO J 20 N * 11 W N cn `ram o LL w a aY Q �rNiv� � J u- u_ a_ W Ccoa) Z M M' (� x0� W ��6'rn a IL� d Ci 'Z� MZ x o7 O Z��� OUU -j U) W o� z z � � J Ln z a a-1 c0 u., OLAJ o U LL, L U � N Lv U) w �® r_ o w M z o z U c6- E CD- 8Z, E =o o < oa O E ao &¢ �o UO 0Z < o L a N ra ¢ m o z U J WU' >Z MW Cn r W o< ZZ go Ems Q OLLLL a NW U 3 �0 o =G r- z w 3 =� Mj o w >° aF R o3 ' Ln LO ai m CL ~ LO (p O M M 0 CD TM W M/1 m O '0 N 0-) 00 -0 o LO O Qcor m E M 0 Z co z E O r° C n. U � Q p = a) JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. SS 3 a 00 Ln r'M LO c cn 0 0 0 3 h r"O') I a co 00 0 v CN 0 O M 0 3 M N 0 I u7 0 0 c Q cV 0 i O E C N i f2 CL U U .o U i t 3 i O U 3 ti N N 0 0 a CV O M N cm U) m v cn 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 wit MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP TRUSS BLOCKING DETAILS rrl c- 1 vu ­1 1 1 1 1- r TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---L—WOOD TRUSS —' A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL AT 8'-0" MAX 2X4 COS T&BCF OOD BUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) 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 (2) SIMPSON HETA20 w/ (8) 10d ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 SSES GIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. 21 . (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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 ONC.MASONRY TEEL OR WOOD EARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFi SCALE:NTS 'IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE ZOOF PLAN FOR MOI vFO TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS .. - • . . - —:aim�� SEE PLAN FOR CANT. 7/16" OSB FLITCH PLATE CONNECTION INFO 'REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN F77 OR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE SCHEDULE/PLAN OPTION I O N B M CONNECTION INFO OPTION A 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 SEE FOUNDATION PAN FOR MORE INFO a 5" XY COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" BM. SPLICE OVER �� CENTER OF POST MIDDLE BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS VARIES r 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8VALLEY TRUSS d NAILS AT NAILS (T BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ 12 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHED VARIES SEE PLAN j PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION � 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS 16 O.C. ALONG W/ @ ROOF SLOPE SIMPSON LSTA30 w/ I SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON TRUSS/ FRAMING BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ 1)NAILS TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR T0F FLOOR GIRDER NAILS EACH SHEATHING ATTACHED ! BELOW @ 16" O.C.xx STUD TYP. T&B PER NAILING SCHEDULE & J • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO -- --- a HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR OIL SEE PLAN FOR PLATE BELOW - -- -- - ' - MASONRY WALL ,' 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN d, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR ^. TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. �� SECTION @ FLOOR FOR CONNECTION 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL � SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE �12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE: NTS SCALE:NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS c Cs 0 , f C" Q n >•? f de y i .5../. 1� 0CL �= 0 0 tcS J, 0 . l'n, 0W N N O N M N := o r 4=s- a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florda 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. Wco n c Q v E co O CO U O N N N_ 0 � � J G N W U J 10 - co °n " W M Q cn�r-a w a_ coo a Y ��`L a 0 0 0 W _am Z � Y O i '; 7- '�(' o� W (0 r rn Q Z a N CO Z W L O O U U N Z bloom W N o z 9.13 n J _ N r N z a `o 0 iz —Q) 4-J C'3 , w V � O11LL, N o c vas v W J L U O 0 ¢ 0 0 N I� C C:,w O C13 z g oQ z z J E o z® E �Y wz tioW. F- rt3 CL xU Do oz E O a p % a z W i¢o m2 o oz Zr 0 j �m <� z aZ J 0)o� <o Q w a w w W dLL z r3 =0 o CDMj << �o C, 2O � LO LO LO Q cD ~ (p O MO O r Y U _o L0I N 00 o L.n O Q CV r ( ui C`N o z z ' O N CV C IL c° ¢ o JOB NO : 22-02397 SCALE : AS NOTED SHEET NO. D1 v a 0 M 10 v _ cn Lo Lo C) 0 J m 0 Q Lo CIO Lo L0 Ev V) a 0 J 311 i L0 0 0 a N N v a E E 0 x 0 C C r7 0 U v U l .o i U i z In LZ O V J 0 M cV 0 0 0 a C) N N 0 0 m 0 v to (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" SP6 2x6 WALL, SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE FOR USE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. MASONRY WALL CONNECTION. 2x CRIPPLES @ 16" O.C. 2x SPF TOP PLATE EXT. SHEATHING FLUSH W/TOP Q BELOW AND ALT. BLOCKING INFO SEE PLAN FOR CONN. W/ (2) 12d TOENAILS (2) T/B EE FOR 2 OF MASONRY & 8d •° °� LOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT (2) 2x HEADER SEE PLAN EA. INTERIOR HEADER ETAILS 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. • •; SURFACE Q 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLO jSYSTEM SEEOR NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) (6) 10d 10d x 1 1/2" CLIP EACH SIDE FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF •• CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB °°• • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 w/ (11) 10d 2 SIMPSON MSTAM36 STRAPS w/ 7 10d EXTERIOR STRUCTURAL () () 1-1/8" RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• • � SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD ON FLOOR SYSTEM TO MASONRY WALL •°• •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. FLOOR TRUSS/ I SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 -JOIST FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. 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 CONNECTION INFO TO CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL (2) - 10d TOE NAILS EACH SIDE 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.��j SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A� SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w/(18) o7 OF CRIPPLES IF LONGER THAN 8" X. T P. — 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. CONTRACTOR ( CLIPS) NAIL BACK LEG MAY USE RTT 2 2x HEADER TO SIT OF CIPPLE TO ( ) q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 10d NAILS O HEADER/ STUDS (2} 2x HEADER SEE PLAN HEADER FLUSH 2x6 l 2x8 WALL BEYOND SEE TO OUTSIDE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MST37 CONNECTION SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. () STRAPS w/ 42 16d NAILS ( ) DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE - C B B C W/ 2 12d TOENAILS T/B (} (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 WALL) 24" O.C. H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. @ KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) 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 i AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"0.C. TO BE INSTALLED AT EACH END. COL. SIZE 12 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING 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/ 1-JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER E F TYP FSEE PLAN 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 (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE o.°.o. o.°.o. o•°.o. o.°o. TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT 6" 1 SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B • ` SEE FOUNDATION PLAN *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIORK-6STUDS HEADER CONN. @ 2nd FLOOR BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR2STORYWALLSONLY.2 SHEATHING CAN STOP ONCE UNDER STORY COL. @ GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN ° FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B ° THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 1 ) 12dTOENAILS. 3" O/C 'O<"rrFN 2 2x HEADER SEE PLAN 2x CRIPPLES @ 16" O.C. () 4 @END OF HEADER. SEE EXTERIOR HEADERS 1 2x SILL PLATE W/ 2 12d TOENAILS. ° QT O 2 2x STUDS 16" O.C. @ W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB () () OPENING LARGER THAN 4 ft (2) 2x 4 4 p 8 T TOP SPLICE O (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. ° N (2) 10d TOENAILS AT EACH EXTERIOR HEADERS 6 SILL PLATE w/ SIMPSON LS30 w/ () ° END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE • ° ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD ° 8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ° SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ° 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ° EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS 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/NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3'" O C BEYOND DOUBLE W/ 10d NAILS @ 8"o.a AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. L w� Q�y O m 0 Oy U Z Oco W J �, a)3 a 0ago �z Z Q LL a mF F ¢ p ~ o � =Z ;o aF v Ala ° 3 �2 O J >� N m co cco ~ (Q : O Y � Y O U o Co \1J /'� /r . • • m }� U-)I N 0 0 0 N LO M Q M r 6 m vi N N o Z Z f° E E O c a U o a Q m p CD JOB NO: 22-02397 SCALE : AS NOTED SHEET NO, D2 -v Q LO 00 L0 rn 0 0 Q LO 0 0 0 M 0 I LO 0 rh LO LO v V) 0 .a LO 0 0 r\ 0 LO LO 0 C 0 rn c .Y O a N Q. E N E 0 L G i L� >n U P U avi 'b U z to I c O v 0 a> t �.. N N N 2 0 O o.- cCl N N N 0 0 N Q m 0 N 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 BUCK2) R SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 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 EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING 2_� 3 DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER JE BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN, WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3J4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v NAILING FLANGE 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK M r-L/'1JI IIIVI] rL/'1JI IIIVI] 2 SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as #� in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (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 1/2" DUROCK- 1'-4" PER PLAN 1'-0" PER PLAN SLOPE 8" CMU 4" OR 8" CMU e a (PER SEAT DEPTH) ° FILL WITH GROUT a SLOPED MUD BED ° VINYL SHOWER PAN ° H St.OPE ° Ell ° 1 ° SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Lu > m ii 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"-V 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 water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING j BUILDING PAPER 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 other SUBFLOOR % approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building RIM JOIST 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 D paper. The 2 2O 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 SHOULDERJi m 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. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �`o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND MINIMUM 6" REACHES VEAS SHOW)E PAPER TO or other a AAMA 812 ASTMC1281 contraction, , , roved standard as appropriate for the VERTICALLY FROM pptype of sealant. Fluid -applied membranes used as BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 6 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 subsequent 2 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. ML INSIDE CORNER M 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 LI stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 J LU LU PLASTER STOP - W CONTINUOUS BACKER - (IJ ROD & SEALANT W 11J 3: LU U)° A (n 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 3-1/2" INCH FLANGE III - 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 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATH ING,'OSB', PLYWOOD, DENSGLASS kSTER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH tAL FRAMING 2AL SHEATHING 3AF PLANE WRB AK WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal s;., ,: 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 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 ASTM C1063 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 CD cc. Vr C, i i ',w t f S, ° U to �;� oW CV N 0 CV N 4 e. CV O c tpt lt. 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. N V) CD (0 , N V C J N N T O C Lo J L i o y 3 A c0 N 3L W N cn � •a LL W a aim -Z °" Y E-J. L �` a UJ � - Z Z � � o xzo L 0 oO F w � 'Ft (4 (0 m O � W m �Co �pj°' ¢ a a Z IL�7 o U') M Z � Lo O ¢ U a. Z W ❑❑❑ U � Z N O Z p N Z o Q J a- In co V) m Z Oo cl Vl 2 w co _ g O w g U w m E` J E `9 L 8 U COO N Q m 0 0 4m o � �w M coo z a z e J LL Ca_ E �CU ¢ a w= > - zo z® o a m X O OOU O Z C7 N r p 40 Q Z �w L ¢ ❑ m � . r6 O ZCn� J c�� �N )v Q o LL� 5 0 a �w W � w <o r- oz �3 o w >O a �p �1 2 r o 3 12Lo J Ln 6 rn m CL c� co o C~ G = O co Y U s m 4 Lo N 00 o LO Qco T ai m 4 L0 N N o Z Z E OCh Cn a U _J Q 0 a) JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. WP Mounting Brackets (10 Gauge� --�, T T +1!2*x4-112'x2_1Z* Ilim ?I- Back Cross Support (May be cut to W� See Anchor Schedule 111 Rtg ht Istaidicet (16 Ga uge) 1 f2` Dial A32 �ryp.) #14 -Drilr Self Ing screws A/C Unit S=Drn Edge Hurricane Strap Mpkaf3lnfrorrt� Frout Cross Support SeIf4xk1rrg Nuts (May be cut to W) Left Bradcet (16 Gauge) # T4 Self--DrIlW9 Screvivs Thru Brackets & BackCrnss Support Into A/C Unit Oomm Side (Typicalt 3 oath side for hurricane un) INSTALLATION INfORMATION *IA. =t."caft fencrvulea .0. ­6 Hcurre-esiten, Assisc. =F.Allitied Staill Dcaaeldi ava". upu "qum f. Va. SP*) Florida Department of Business & Professional Regulaton PaGal V1 Building Codes and Standards IZ152021 ProductApproval Application Detail Qkft Emltv or Data Data Data 1`0114119 Data Tv09 Tiol) Manufavurer contact Engineer & uniatee Validated By valwaim Submitted FkArri Aporove mu§ Affirmalibc 2020 Smart Vent Podcone, Inc, Motbal Grels. Harmas F. N-0 F.E. L-ka B-d,n P.E. 12MW020 12MV2D20 12t2&1020 Appr-d calegow. Structural cor,pentnts (077) 441-6-368 PE-73778 (334) 300-1800 Subcategory'. Products Introduced as a Resultof InfoOsmartwint.com New Technology C-pliaince Mi Evsbabco haport in- a. Florida RdOwt.rad Ardnitactor. U-sed Florida Proressional Engineer Quality Assurance Aplaroved for Use Approved for Use Iri Design) 21111P. W N­ Pniduct 0,serhilian Contra irjIWP WIP In hVHZ Oijeade HVHZ R.5lationt Prosaure 1 :�=�ijrnhier #1 'p-510 Dust Function Flood rd Wntilsti- Vent = 3 yea yes NIA -1001-100 2 8m.,Iv..t Medal #1540-511 Dual Function Food and Ventilation Vand i2J31/2= Yes Yea WA -1WI00 3 SmariVent Model 01540 520 Insulated Flood Von I ?MV2023 Yea Yv: NIA *1011-11, 4 Sm M.d.WS40.521 Insulated Flacd Vent 12011=23 Yet Y as NfA �10 Moo 5 :dVart sm lived Model #15401524 16&quot;Giiraga Door Floodi 12MI12023 yes a, WA NIA smailVesit Model 01540 570 Wood Well In sulanied Flood Vent IZ3112= Yes Y. NiA amartVbntulddsl#1540�574 14.5&qut: Gimago Do., Flood Vent 12MI/2,323 yea Y�c NiA N)A Forldat Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Deto 11 Pag,l oil ItArn2l Code Entry or Date Me Data Perldna Dal. IWO Version Mermuld.- C,,tct Eruninser & U,nes vAii'lated by valid,tun! Simirindded FIBC Avprpval Any-d Status War. 204 DO.61 Metal,. Inc. Jason ShUrrato Z.ah my R. Heat Saloon P.E. lar,1012M 08,091,2021) 08120"20 1WI312020 Approuad Cadegow Rooting (50Z 3OZ-1511 PE-74021 (3341 aco-1 a0o sul,cm.g.rr. IlAttal Roofing O'mpll.ndo Method: Evaluation Report from a FlortcIA Rgplatered Amhkeit are Liceensed Florida Proftaidoral Engi,,ear is 8 F10dad, Ouall(trAssuraric ApprovedforUse, ApprovadforUss, Imput consist soup In Number or N Product Deserlixon toitr=[lin Date In HvHZ OvuldJeHIVIC Resistant Pressu 1 =41111-fing Systsma DMCIGONS� DMC 1506S.DM0176S. OMC200s. Yes No NIA tot-180 DMC5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall P.g� 2 of 4 1125MM Code Entilvor Date Date Data Pending Twe Mansion M.inufacturer Cgintacit Eno I�Lr I Livemse Validated §y Validated Subm itted FISC. Approval Approved -status Revision 2020 ThermsTru Corporation F , Steye=n Lynd 9cNmIdt RE Ryan J. King, RE. 04MWD21 12121r2020 041'2212021 06JOB12021 Approved Category: Exterior Doors (am) FE-434M (81s) 767-66% Subcategory: S%%ingmg Exterior DwrAsanembliaii �Jri.pan­@ihermah­ Compliance Mathod: Evol-ti- Rprtfr.m . Florida Registered Architet.ra Ljo.rised Florida Professional Engineer F011120466-R6 P rodupts clMalftVASSUraffice Approvedfistruse, ApprovedforJUS Impao Desian Number or Name Prod-uct Description Contract Expiration Date In HVFIZ outside HvHZ Resistant Preandum" and Smooth -Star Nominal 61#99;8 iiiquctj mpact&qwt: Opaque 12131= No Yea Yes N/A Composite Edge F1 bergI.- Single D... (Imounglo XT U ��gCrl!4 2 b. Therma-Tru Fib -Classic and Smooth.Star Nominal 68=80� ti Opaque 1201JI022 No Yes Yes NfA Componnis, Edge FliberglawSingle Doprwith Sdoldei(s) (1nwArn#Ot5vAng; XO, OX. OXO configurations) 3 c. Therma-Tru Fber-Classi� and Smooth -Star Nominal SW9:8 &quat,ImpaQt&quot: Opaque 112131= No Yes Yes NIA C. crairb, Edge Fib las, Doubt-- Dorwth or ImthoutSidoflters On Mwinlr XX or OXKO 22 Vng configurale ) 4 d. Therma-7ru Fiber-riassic andSmooth-Star Nominal Slia;0 &qwot;lmpscAquot; Opaque 12l3112022 No Yeas Yes, WA Camp.Ait� Edge Fiberglass Single Door (In.vArgfi0u1swIrg; X contiguraU66) 5 A. Therma-Tru FIber-Chissic And Smooth-Ster Nominal 86939;0 Sqootlrnpact� - Opaque . P5 12J31/2022 Me Yes Yes NIA f. Therma-Tru Flber-Clwasc and Smenoth-Star Nominal W39,0 &quotjmpapt&quotj Opaque 12151/2022 No yes Yes NIA Composite Edge Fiberglass Double Door Wth or without Sdalfts fImwIN1Outaw1hg;XX_., OXXO mnNuratonr) 7 g. Themna-Tru Fiber-Clasetc and Smooth -Star Nominal WM8 11quortimpactSquot, Gl�edl 12131M22 N. Y.9 Yee, NIA Domposite Edge 9borglass Si Door (Im,Wng/Cutswing; X configuration) 8 h, Therma-Tru Fiber -Classic and Smooth -Stir Nominal 68,039,,R Glazed 12131=22 Me Yes, Yea NIA Composite Edge Fiberglass Single Door with Sidei ce(s) (I rvaWng/Cuswing; XO, OX or ONO wnfii�urndcns) 9 i. Therma-Tru Rber-Classic and Smooth-Staf Nominal 13 31.11 11nptc1,&,q-, Glazed 1213112022 He Yes Y.. NIA Compost, 6 '1. DD, wth or without Sidefltas (InswingDurtswing: )O(or OXXO canflijurallona) 10 J, Therma-Tru Fiber-Clanoslo and Smooth -Star Nominal 86#3%0 &quotl mpact&quot; Glazed 12131=22 No Yes Yes NfA Composite EdgaFirqlass Single Door (In%wrQrC law g XcontIgulls ) 11 V Thermg-7ry Fiber -Classic And Sirrio.th-Star Nominal 8=9,t iquot;ImpaoZuat; Glazed 12131M22 No Yea Yes N;A Composite Edge Rherolass Single Door Wth Sidelle(s) X02 Oxor OXO Ppinfiguelione) 12 L-Flarma-TruFiber-Clatedi and Smooth-StAr Nominal S&#39,,0 9quot;Impactilquot: Glezecl 12131= No Yes Yes NIA Composite Edge Fiberglass Double Door win or without Sidelites (InswingfOutswing: XX or CoO(O configurafions) 13 m. Therma-Tnu Mber-Classlo and Smooth�ltar Nominal 6&#3g,,,5 &quot;Impact&qJqt, Gazed Molded 12n1r2= No Yes Yea. WA Open Composite Edge Fiberglass Single Door i1rawng/Outswireg; )(cmfiguration) 14 n. Th-7. Fib-C11-1. and Snexxoth-Star Nominal 611439,8 &qU0tlMp2Ct&qUqt Gued Molded 12J31n= No Y.s Yes WA Open C�omposrte Edge Fiberglass Singie,Dcor Wth Glued owed Open Sidelite(s) (Inswing/Outswingi; =, XO, OXG dtamfjgurdflqn.� 16 o. Themna-Tru Fliber.Clasaa and Smocrth.Star Nominal 6&#39.8 &quotlmpact&quqt; Glazed Wided 12131IM22 Me Yea, Yes NIA Open Compositte, Eta Fiberglassa Double Door with or without G lazed Mod"d Open 8 cWhes (I -WrigiOut"ing; XXwOM coniigurations) 16 p. Therma-7r, Fiber-Chaswe and Sm-tanth-Shar Nomind E141039a &quatimpacUl.cluot; Opaque ID31=22 No Y.. yea WA Ocimpostita Edge R berglass Single Door with Molded open Sidalita(.) (InsWrig/OutwAng: XO, OX caCiXO "rifiguradions) 17 q. Therma-Tru Fiber -Classic and Sittoorth-Star Nominal 6W0=Impa=ijcL0p.que, I[2131/20M me Yes Yes N/A como-it. Edo aas D , wither Florida Department of 8�,rslni & Professional Reguhtlon Pasp I F I Building Codes and Standards 1W2011 Product Approval Application Detail C.d. NAM entity Me [We loans F."dilm unt. Mips Version Manufacturer Contact Ennincer 8 License Validated EW validated Submitted PSC Approval Approved Status Ro"on 2D20 PQTIrd..IrI.. J­ R...�.ki Mi.ml-Dsd� DO' 0 - CER Mleml-Ded, ISCCO -VAL I MWZ20 111242029 �kldprovool C.t.gortF E.tadc, Door, �441) 48B-0100 l786) 315-2390 UbC.Ng.ry: Slicirg 17.�inlqr Door Assemble, Ince-ki@p0i'duatideso; Cor-rul-oo M.U,.d; Cc tiltabon Man; or Listing Quality Assurance Appir-alf. Use Apo-d far Use Impact a--# .. Product! D-rhilron, x1raflanDatte fi, Hv1qZ obinid, HvHZ Resistant Prs,, a Vft70"�!:argi. MIssilo lralp.ot) Vhyl Slicing Glass Door 04114�2021 Yes Yo. Yes NIA January 27, 2022 VF%%wrUU%hL# I P%VVffX%JVML. *-2V (2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the inibunation and approval numbers on the building components listed below if they will be utilized on the construction pmject for which you are applying 1br a Category/Subc.ategory Manufacturer Product Description Approval Number(s) Test Pressures Expie Date 1. EXTERIOR DOO; I I A. SWINGING Therm a Tru Fiber -Classic and Sm ooth-Star (NONAMPACT) C 1P, FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 F Ll 5332.1 - FL1 5332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 + 38.7/-38.7 psf 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL82483 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) F L8248.1 0 +30.0/-33.5 psf 1,2/31/2023 Wayne -Dalton Series 800018100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Sedes 185 FL17499.2 +60.01-60.0 psf 10/812023 PGT Sedes 5500 FL239.2 N[A 7/30/2025 B� HORIZONTAL SLIDER MI Windows and Doors Sedes 188 FL15351.1 +55.0/­55.0 psf 2/16/2024 C. FIXED MI Windows and Doors series 185 FL15349.1 +60.0/-60.0 psf 413/2023 PGT Series 5520 F L2 43f. 5 N/A 4/3012025 D. MULLION MI Windows and Doors Sedes 5764 FL15353.2 N(A 12/31/2024 PIG Series 5500 FL261.1 NIA 5126/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding F Ll 3192.1 - FL1 3192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Solt F Ll 5272.1 - FL1 5272.2 +75,,0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R.5 + 54.2/-54.2 ps f 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HINGLE S GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328 NIA 6/2912023 C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918A - FL16918.4 N/A 9/9/2026 Flodda Metal Products, Inc Vent RV10 F L21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent F Ll 7202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, DMC 175S, DMC 200S, DMC 5V F Ll 7679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076t,2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components, Alpine Truss Plates FL1999A - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels F Ll 58.1 NIA 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels F Ll 774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) Florida Department of Busiri Professional Regulation Page 1 of 3 Building Codes ar�d Standards 1/2&2022 Product Approval Application Detail Code Entity or Date Date Date Pend ing Data Type Menlo Manufacture comact Engineer &,Uceflse Vallciated Validated Submitted 75C Approval Approved status Revision 2020 Therrna-Tru Gorp�atcn Steve jasperson Lyndon F. Schnnicit, F.F. Ryan J. King. P.E. 0712MO20 07112J2020 OW29=0 IOMW2020 Approved Category: Exterior Doors, (1100i 843�7628 PE-4W�) 1813) 7137�6555 Sul)'Categiory. SnMinging Exterior Door Aaeernbies, Compliance Method: Evaluation Report,from a in Florida Rega=d Architector a Licensed Florida Proreaskmal Engine- FL#A4TtFR3 Roidgat% 9surarits Approved for Use Approved its, U,n Impact 0-1.11 See 9 EroduLtMa, el,,Numberar Name L product Description ContiractExpilrailion Date in 14VHZ outside FIVHZ R .1stsirt P­­ I a Therma-Tru b-Classis and Srrooth-Sta� Nominal 6&09;8 &quo�lmleact&quat, Opaque, 1213112022 Y.6 Yes Y_ NIA Composite Edge Fiberglass, Single Door (I ns%,�ngfoutadvng; X configuration) 2 b. Therma-Tru Riber-Clasgic and Smooth-8ter N.rninal W39:6 9quodmitac%quot: Opaque 1MV2022 Yes Ya's Yes NIA Compo�he Edge Fiberglass Single Dooraith 8idelhi(a) (InswinolOut5winij: XO, OXor OXO conIlli,natlons, 3 o Therma-Tru Fiber-Classio and Smooth-St8T Norn q impacaquot,opque Ina, a." JVW2022 Yea yes Yes NfA Composite Edge Fiberglass Double Door with or without Sickish" (Inswing/Outsoilng; XX or OXXO minfiguratlons) 4 d Thermajm Rber-Classic and Smooth -Star Nominal 13&#39�0 &qu*Impact&qucrI;. Opaque 1WIM22 Yes yes Yea NfA Composite Edge Fiberglass, Single Door (Insving/Outav,inQ; X configuration) 5 e, Thenme-Tru Fib -Classic and Smooth-Stor N.mimal 8&#39:0 aquol-'ImpactILquist Opaque 1 V31 aQ22 Yes Yea Y_ NfA Composite Edg; a Fildergil ass Single Door with Scleft(s) OriswinglOub-ing; X0, OX or CXO config unart.m.) 6 f. Ther-Tru Filb-Classic and Smooth -Star NomIna I B&#39; 0 &qcC lmpct&q.cr; Opaque 1M112022 yes yes Ye. NfA Composite Edge Fiberglass Double Door Vath or Wthout Sidelitan (nm*g/Ourcaving; XX or O)CKO configurati-) 7 g, Tharmat.Tru Flbar�Classlc and Striecith Star Nomir 21 6&#3S8 &quot;Imp2ct&quoj:, Glazed 1 T31 �2022 yts Yea Yes NfA Composte.Edgle Fberglasd& SingleDoor (Inswinglioutswing; X configuration) a n Thermia-Tru Fiber-Cisasic and Smooth -Star Nominal O&WIDL8 &qqotlmpact&quorL Glued 1213112022 Yea YM yea NIA Composite Edge Fildoi9l.sa Single Doorvith 8il�llalal '1";,�nglOcbawin,; X0. OX or QXO centiguFaticin. 9 1. Therma-Tru Fiber-Claseip, and Smooth-ftr Nominal WN:8 9qwut.lmpadt&qucd Glazed 12(31=22 Yes ysG Yes N(A Composite Edge Fiberglass Double boor Win or Wthout SIdelltea (IrwilnWOurtarvAng. XX or OXM) configuratIons) 10 1. Therma-Tru Pliber-Classio and Smooth -Star Nonnnol WaSi) &quot;Inrpact&quo1'G1azsd1 12J310022 Yes Yee Y.. NIA C.mipoata Edge Fiberglass Single Door (InsWirg/Out-ing; X configurartion) I I k. Tharma-Tw Fiber -Classic and Ernouth-Star Nominal 8&439;D &quCt;Imp2ct&qUctf Glazed 12J31=22 Yes Y.S yas NfA Composite Edge Fiberglass Single Door vAth Sidellm(S) (InswirrWOutsvorig: XO, OX a, OXO confi uratione) 12 1. Th.-Jr. Fiber-Classi. and Sincoth-Ru Norn F in.] 8"3g'.0 aquot.1impact&A-it GI-d 12t3irM2 Yea Y_ Yea NfA Comlpcs�ite Edge Fiberglass, Double Door with or Wthout Sidelitens QnswV0utavoing..0( or OXKO conft urations) 13 m, Themnajru FIber-Classsic and Smooti Nominal 6&#39;B &qut*Imp2ct&quct Opaque 1MI12022 Yea, yes Y.. NIA com Posts, Edge Fiberglass Single Door vAth 8qu.t,N­I.pa.t&q..I; Sidefita(s) (Inw4ng/Outsvving; XO, OX or OAQ conjig wtons) 14 n. Therma-Tru FlIbar-Clanisio and Smooth -Star Nominal 6&*39'8 liquotlimpact&quot, Opaque 12J3112M Yea Yes Yea NAA Composite Edge Fiberglass Double boor with &quot;N"`I.p@ct&qu.t: OXXO configuratinj 15 o. Therma-Tru Fiber-Clawid anc!Srnootl�Star Nominal 8&930;0 Aquot.Impact&0cit; Opaque, 1 nj 12022 Yea Yes Yens NA Composite Edge Fiberglass Single DoorWth $qucrt;Non-ImpadtSquot Sid 0 lit.(a) Qnswingfoutawric; X0, OX or OXO configurations) 15 Tharma-Trd Fliber-Classic, and Smootin-Ster Nominal 8&93e0 "11111%.1p Us "11:.1M1tL 12J31aQ22 Yes Yes Yes NIP, Composite Edge Fl. . .. I 9quct;N.n4mpaaI&q..t; Sidelits. (I mawhrrg;Ourtyhng; OXXO configuration) 17 q. Thb-.-T,u M do,CI .. i. And S.-th-Shr Norm. .1 6&939;8 &qiql;N.n-Imp.,l&d..t: Opaque 12)31QO22 Ye. Yen No NIA Composite Edge Fiberglass &note Door (InsWirg/Outswing; X configuratarf) 1 a r, Therma-Tru Fiber-Claazic and Smooth -Star Nominal ti&#39�8 &qu-t Ncm4mpaot&,uot Opaque lnl/2022 Yes Yea No WA Composite Edge FlIbe,ga,ss Single Door wth sdelita(s) (InswIng/Oubawing: XO. OX a DXO config uladons) 19 a. Therma-Tru Fib�-Clansio and SmadthSt. Nomnin.1 6&#39,8 &qLootNcm-lmpaot&q­t Opaque 12J31/= Yee Y.. No NfA C'mposta Edge Fiberglass Double Door vAth or Wthout SIddli (mamAnglOubaving; XY or OXK0 mnfl unall.n.) 9 20 t Therma-Tw Fiber -Classic and Smooth -Star a Nom in 188,09�,D kuot;Ncm-lmp@ct&quc,,. Opaque 1213112022 Yes Yes No N/A Composite Eogo Fiberglass Single Door ln-�nrjfo-tsvving; X -fig-ton) 21 u. Therma-T. Fiber-Cimsic and Smooth -Star Nominal 8&#39.'D aqwotNcm-1mpact&quot; Opaque 12)3112022 Yea Yea No NIA Composite Edge Fiberglass Single DwrWth ad.1ke(s) iInswi"gloubs"ing: XO, OX or OXO contlaunidlars) 22 Th.rm-7nu Fib-Classi-ndsm-fln-SIN, N.miF.1 8&43g;0 &q.#N­Innp..t4qu4,Ojpq.. 12131=22 yet Yes No NIA Componsite Edge Flinarglasus Double Door vAth or Mhout Sidsita. (InswingfOutswing: XXor OXXO configurations) 23 w Thormai-Tru Filber-Owsse and 5mcn*49har Nominal 0&#39;8 �,quQt;Non- lmpa�tlitquot; Glazed! 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (I 'aWng/Outswing; X configuration) 24 � Tharmat-Tru Filbar-Classic and Smooth -Star Nominal W39:6 &quotN�Imparct&quot, Glazed 1213112022 Yes Yes No NfA Composite Edge Fiberglass Single Door with (lnsWn9J0u1aAng: XO. OXcr OXO configurations) 25 Thar,nA -Tm Flibef-Classio and Smooth-St2r Nominal 8&039;8 &q UM N� ImpaoMquot; Glazed 12t3l]2{122 Yea, Yea No NIA Czmpmits Edge Fiberglass Double Door wth or WthoutSidedites, (InswinglOut 4,g; XX or OXXO configurai 26 z. Therens-Tirti Filoer-Clessio and Smocth-Stor Nominal 8&039;0 &quot!N�Impad&quot; Glazed 1213112022 Yes, Y_ No NIA Composite Edge I'llnerglass Srgls Door (InaWngfiOutswing; X _11guraton) 27 za. Ther-Tru Filbenr-Classis, and Smooth -Star Nominal 8039;O&qc.1Nn-mrPaqSqu.t Glazed 1MV2022 Y- Y- N. NIA Composite Edge Fiberglass Single D..­dh Sidelitew (Inwing/Cutwing. XO, OXor CXO coffiguralions) 28 A. Therms-Tru Fie-Classid and Smooth-Ster Nominal 8&#39;0 &quobKIcr-lmpact&quot; Glazed 1213112022 Yes Yea No NIA Composite Edge Fiberglaas Double Doorwth or wthout Sidelitas, (1n­qn9/Oubawin,9;)C(o; 00<0 configurations) Florida Department of Business & Professional Regulation Pasta I of 2 Building Codes and Standards Product Approval Application Detail Code Entkvor Data Date Pace P,ocilm Date T­ varater, contact E..i-.,& �jcamna V41101.0 by v ad suibmittenil FlICAncroyal A,,r,,d maim ReAst- 0920 MI Vilindows and Docirs Eirtntatlinger Luis Rokrto Lomas Steven A Union, PE 1O)OP97020 1(yW2029 10PSU2020 12115=20 Approved Category: Exterior Doers 4 717) 38M-3300 PE-02514 U17)31T-8454 "CalegorF.Slafirg; Exterior Door Ass.mbll'a bsftIInVer6.rwd_... compliance Method: EvaWtion Report from a Florida Registered koritact- Licensed Florida Pr.f..j.n.1 Engineer QuAlliN Assurance AtimovedforiJeo Appir.Vial for US Impact loosilon 8000 Number or Narrw ��AILUIVPNUM Etodilot pmor"Q Contr=n We In HVHZ Outside KYHZ Resistant Prg"ure I SGD SERIES 420 ALUMINUM SGD CXO No Yes No NYA 145-3r4&quot;x8".quot: NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420ALUMINUMSGD OX XO,)O� 12ai=41 N. Y. No WA AS&quot;"`o&q`ot: NON -REINFORCED 3 SERIES 420ALUMINUM EGO RE51NIFORCED SERJES420ALUMINU EGOREIVIFORCEDOXID 1MI=4 N. Yas No WA 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUMSGD REINFORCED OX 12`311/2024 No yes No rliA X0. XXS6&qucr;x9*&quoI; 5 SERIES 420ALUMINUM = RFJNFORCM SERIES 420 ALUMINUM $Go REINFORCED XXX IM112024 No yas No NIA 143&q.qt;xV5&qud: Code TV" Version lien"Tol"ror Remeen 2020 Vidayn Daa., . division I Overhud D.. Corporation CA.g.ry-_ Exterior D-a GuIeCti S.01-1 atarlo, Door-A-mblise Campflanca Named! Evaluation, Report it= a Flodda Registered Architect or a Licensed Florida professional Endrum ELM4114M Products 3109 Product Model. inurrinbar or Name 3 8000WQo1M#11o5 10 8000/610018200 #1123 11 8000181=820DIti124 Florida Department of Busiftess & Professional Regulation Building Codlers� and Standards Product Approval Application Detail P.A. I e1 11912021 Entity or Data Ewe Cato Pontine elato contact EmInteir 8 Won Validated aV Widened submitted FSC Apiproyal Appro�td SI-lus O.dyra 1-Nin John E. Scalos J.ffray P. Ameson. P.E. 10112J2020 09MI2020 lOr2312020 1211612Q20 Appl-d (33077634121 PE-61737 (W4) 821-5200 dkomi.hQwayrA�dAItdr c on, coelft, Aurimo, A. -vex! for U.1 Iinrr.W D,J,n Product Description - g' At - 21" In"VRZ Outside KVKZ Resistant pre.sr. MASS: Mo. vddIh. 14&*39; M. halcht. GI.-Irg 1V3112OZ3 No ye, Yes -31�001-35.00 available !A top i 56439� MAX Width, 14MO�. MaNneight. Glaziml, 12131,2Q23 No Y.a yea Available In top or Inlow-clato section, ISMS; Max width. 148#39- lftxh"] Ft. Gluing 12i3V21)23 No Yea Yea �SkQf-38.30 available In top or Int."diat. Section, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pg, I W 1 Irnmi code Entlity or coo Data date Pending Deco No- V.ri Illnuftedurar Contact Entinear& License Varldated By V.4clatad suamuttd FBCA,,,-1 A -roved R.va.n 2020 CuffleaDivislorn qlAADG. Inc. Tom Rattay UL LLC Troy estop. F-E 12JIG1202G 1ZFG1f2020 12121rA20 Approved CaterloW. Exterior Doors 041) 494�dl!13 iO4) R47-0500 $ubcaterlorf. Extorter Door Componenta 1-61tary@sawnboy.r. compliance Id.1hod: Cortif-lim Mark or I-isting Pmdud'ty' Avp,,V#dfoIJ1* AlacfVod 1qr Us. III looslur a--# Preduathlodial ffintbar " .1 P ... 1,ct Description In HVHZ outside HV4Z R.xist.int Was- 1 60r, 7Q7, T27, 747, 757 77!l.lamd MY Single and P,im ft.h. Glued. and L-ed sing]-nd pairs I IZ31/2025 Yea Y�a Y., NIA Doors hdiew metal docna- Florida Department of Business & Professional Regulation pap 1 ff2 Building Codes and Standards Product Approval Application Delail 1 '1 i RUM A ON Code ISH: Data =a cake Planding U." T".. version N ... I..t.n. castant =9' & Leen" "Printed Fir Vaildiattat submitted FEIC Arareaval A -roved Status Revision ZD20 MI Windowls and D- BrOnteilinpir �Imor­ri Arorneotural Steven M Urien, PE 11)17121)2� 11117�2020 1112712020 Approved Catogory:.WndeWs (71 Tj 365-330a Wamfi%,tanara A-Disbon (711) 117-B454 SuloCategory: Single Hqng Compliance Method: Cortilloaton Mark or Listing Quality Assurance Aamayed for usai ADO roved for Ule InI Net- -9-00 u Model, Number or Nam, Product Descried= �jlrao F%piration, bere In Hwiz Outside HWZ Resistant 2 1 52x72 Fln)Flange, Frame G]SG Single Hung 1 0108CO23 No Yes 140 4001-60 L-In.tad 01- > 2 _0 o 2 CD -0 0 0-0-0 0 0 = 0 .0 -&� M U_ %+- 0 > -0 E CU "0 iE C/) , 0- < rA 0 C= 7: Z r j 0 0 "zz- i 0 LU 4- E co M > 0 > L_ 0_ 0 0_ 0 0 L_ 0- U) L) < -0 0- 0 W Z _j CL SHEET NO. PA 1.0_ 11 E Florida Department of Business & Professional Rei P.geff.fa Building Codes and Standards 1 00122 Product Approval Application Detail 2ZLq Entity 0 Date Date Daft Pending Date 11sa Version Manufacture Contact Enannew-&I-Icense Validated a Validated submitted r5Q Arlipirl Approved SMUS R-il 2020 Thevni C-porston Steve J-pa- Lyri F. Si P. E� R,sl J. King.. P.E. 1010i DWISM21 10113=1 12/1&2021 Approved Category., Exterior Doom (800) 843-7628 PF-43409 (813) 767-6655 SubCatal Swriging Ektam Door Assemblies sjasperson@thermalru- Compliance Method: E-valunstiom Replartfrom a m Florida Registered Architect ... Licensed Florida Professorial Engineer - I I I I - - ­1- I I I - ___,'� W9961-w2mlox - - � I 1, I , � � � i 0mallivAssurance I - I , 11 � I I I ; , - - - - ADDrovediron-Use ApprovedforUse, Impact I -- Deslan Sao # Prod uct Model, Numbs - or Nam a Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure I a Thermal Filoer-Olial and Smocth-Star Nominal ft"98 Squip('Non-linpactiliquot Opaque , 12131f2022 No Yes NO NfA I Composite Edge FibergIsis. 6ingje Di (ina,wing/Outswing: X configuration) 2 b. Thermal Fiber-Clissalk, and'Smoctl Nominal 68430;8 &quot;Nkm-lmpac1&cjuot� Opaque 12j5ij2022 No Y.� No WA Composite Edge Fiberglass Singte, Door with Slidell (I nsvAniiiOutiewing� XO, Oil , OXO -fio-fi.p.) 3 a Therml Filoser-Cliassic and Smi Nominal WS13;8 &quot;Non4rr)pad8;quki Opaque 1213IJ2022 No Yes No NIA FlIbeglass,Composm. Edgel7oublis Door with or WthoUt s(fielitIRS (InavvinglOutsi XXor 0,0`0 configurati 4 d. Tharmai Fib -Classic and Smooth -Star Nominal 7&#39;0 !rquickNort-Impaci, Opaque 1213IM22 No yes No NA Composite Edge Fiberglass, Single Door �lrswhrgloutsl X configuration) 5 . Thermul Fiber-Oassio and Smactli Nominal 7W39,0 8quiPtNon-Imppoleicluck Opaque IM112022 No Yes No NIA Composite Edge Fiberglass SingWDoor with Sideite(ai) fin5,,inglOubisviihil XO, OX a Ol configurations) a t, Thermal Fibenrlassit, and Smooth -Star Nominal S&#32;0&quatNcm-4mpad&quot Opaque 1MV2022 NO Yes No NIA Corinpositse Edge Fbergilam Sing le Door (Inenvingt'Outswing, X configurstion) , 7 g Tharmill Fiber-Cleasic and Stricoth-Star Nominal M#3B;0 �quot]Non-lmpaactlikrvot, Opaque 1213112022 NO Yes No NIA Composite Edge Fiberglass Single Door vith Sidelita(s) (I maninglOutswing; XO, OX or OXO configurations) 8 h. Thermal Fibor�Clsaeaic and S,mooth-Star Nominal 8&#39;0 &quotNon-1 mipal Opaque 121SV2022 No Yes No NIA Composite Edge Fiberglass Double Door with or without SitlislItes (Inewingloubal XX or OXXO configuratlonZ Q L Therma-Tru Fiber-Clial and Smooth -Star . Nominal WSW$ Axiot.Non-impal Glazed 1213112022 NO Yes No NIA Composite Edge Fiberglass Single Poor insviiinglOurtswirlig;.X vonfigural 10 J. Thermal Flicer,01al and Smooth -Star Nominal tN&#39;9&quotNon-imp4Mquot-,Glazed 1213i too yes No NfA Composite Edge Fberglasi Doorv�tlh Sichalrai (InsWing/Outisai KO, GXc, OXO configummons) 11 k Therm-Tru Fiber-Classio and Smouth-Star Nominal 8809:8&quotNon-impartiliquot, Glazed 1D31 i2022 No yes No NiA, Composite Edge Fiberglass Double Door vath or Wthl Sidatites. Qns%ashg1OvIsvvjng:,XX or OXXO configurations) 12 I- Therma-Tru Fiber -Classic and Smoth-Sta r Nominal 7&#U;O 9quot,,Non-I mpi Glazed 12131=22 No Yea No NIA Composite Edge Filberglarse Single Door (InavvirglOutirrivirig. X cizifiguration) 13 m. Th-.-T. Fit-Chai sind S-th-Sle, Nominal 7&439;0iqoo1iNon_Impawt&quct Glazed IW31=2 No Yes N. NIA Composite Edge Fiberglass, Singia Door svith sklielfte(s) 0 iss-iihigivouts"mil; XO, OX or OX0 configurations) 14 n, Thermi Feer-Chstale and Smstotli Norhimill 8&939;0&quct;Non-Impw,1daqLl Glazed lW3112022 No Yes No NIA Composite Edge Fiberglass Sill Door onsvi,ingfOutswing; X configuration) 15 a. Thermal Fib,ar-Clul and Snivorth-Shar Nominal[ 8039;0&quat1,cm-lmpaot&ql Glazed 121i i2M No yes No NIA Composite Edge Fiberglass Single Door with Sidslie(s) OnswriglOutialang: XC, OX or OXO conflouratibris) I 115 p. Thermal Fitser-Classic and Smooth,SUr Nominal 5&#39;C) &quat�Non-Impw1hllcqmt; Glazed 1213112022 No yes No WA� Composite Edge Fiberglass Double Door with or without $idelibes (InswingfOutil >01 or aXXO configurebions) 17 q. Therml Fiber -Classic and Smooril Nominal 68i &quothon-Implactilquist., Opaque 1213112022 No yes No NIA Composite rEdgle Fiberglass Single Door with Transom (lnSWngJOLdsWn9; bi configuration) 10 r. Tilerml Fiber-Classo and Smoth-Star Nominal Milli &qtrct;Non-1 mpaot&quot, Opaque 1215112022 No Yes No NA Composite Edge Fibeinglass, Single Doi ridlalite(.) and Transom (1-inglOutswini OfOx or Ol onmigurations) 19 9. Thermil Fb6r-CJaa,sk, and Smooth -Star Nominal WM,8 &qua,Nond ripaudlIquall Opaque 12ii No Yea NO NIA Composite Ediie Fiberglass Single Boor with 9dialithat(.) (InswinglO.t.Wing: XO, OX . Ol Gamin.o.. Head arid 911 configurearbons) 20 t. Therma-Tru FberClissak a rid Smoothi Nominal I S&*3S, 0 &quot;Nc,n-I milbset8i Opaque 12r3112022 No Y_ No NIA Composre Edge Ribing law Single Dow with Sidell (Inswrig/Outal XO, OX or OXO Cc ntinuouS Head and Sill ocTinfigumstiorl 21 U. Thermaii Rher-Classfic and Smsatfi,Staf Nominal 6&#-V*,g &qupt;Norr-Imp"4&cuot Glazed l2t3l)2022 No yes No NIA Composite Edge Fiberglass Single Door with Sidell �ImskilAngliDvpsl XO, ON or CXO Continuous Head and Sill configurations) 22 v, Themes,Tru Fiber-Olwasic, end Smooth -Star Nominal 9M39:0&qtct,Non-lmoa;t0qvot: Glazed 1 V3112M No Yes No NIA composite Edge Fiberpleas, Single Doi =(I nsvAnglOutlinaing. XO, OX or OXO a Head and Sill configurations) 25 w, Therml Fliber-Classlo and,Smooth-Star Norrilhal P$.#$g8 liquot;Non-ImpacoAquot; Opaque I I 1213112022 1 No Yes No NIA Composite, Edge Fiberglass Door Panels with Vented Sidelibi (I nsvAnglOwilsewintil XX XXX or XK)V� configurations) 24 x. Thermal Fiber -Classic and Smooth-Slar Nominal 6&#Sg�0 SquatNori-frnpaclaquot; Opaque 121al/2022 No Yes No N)A Composite Edge Fiberglass Door Panels vvith Vented Sdlelite�s) Onswing?Outrariffig, �� W orlOOl config.ration.) 255 y. Thierml Filaer-Casisto and Smoci Nominal 6M39;S&quctNon-Impact&quot Mined 12J31/20Z No Yes No NfA Camps'at. Edge Fibia,glassOoor P-1c,vith Vented Sidel Ortswing/Outswing. XX X)G(or)OM configurations) 28 z. Thismiti-Tru FibeirClassoand Smo.thl Nomim[BU$9:0,&quo�Non-Impa�t-&qqat: Glazed 1213112022 No Y.. No NIA Composite Edge Fiberglass [)wt Panels with Vented Sidelfil OnsvAnglOuts,ving: XY XXX or XXXX configuratlons) 27 za. Trierm-Tru Fiber-Uasi and Sirricoth-Star Nominal %4W;8&quPt;Non-lmpaot&quot; Glazed 1 W112022 No Yes No WA Composite Edge Fibeg law Single Door with 38#39, 0 Sidelibe(s) 0 -vorglOutsving. XO, OX or CXO configurations) 25 Zb, Therme-Tru riber-Classic and Smooth -Star Nnminat6&iIZIB:S&qLidt'Non-tmpa4l&�uM Glazed 12M112022 No Yes No NJA Composite Edge Fiblang less Double Door vAth WWO 6ideit,sis 0 nsviiinglOurtsv,ring, OMO confi2qrsaton) 20 zo. Thermal Fibd,r-CIsszl and Smi Nominal W39;0 &;vo;Nom-ImpaqI&quvt; Glilizied IV3112022 No Yes No NJA Composite Edge Fbarghsas Single Doorivith Wi Slidell (ImmliglOutnwing', XQ, OX or OXO configurations) so zd. Therml Fiblar-C!asel and Smooth -Star Nominal M#39:0 ajuctNon-tmpislo&qJot,GIazed 12/al 12022 NO Yes No NIA Composite Edge Fiblarghisse Double Door with 39039;0 Sidailtas illisvAngfiChutswing; OXXQ configuraton) 31 ze, Theirmi I'llber-Clasi and Smooth -Star Norrinal 7&#3!3;0 &q..tNon-InnipaclMqui Shia per 1213112022 No Yes No WA Series Composite Edge Gazed piltiorgiess Single Door with or Wilrout 1 &#39;2 Sidialiha(�) (Irrawriglo.t.,ving, X OX XO 0, OXO -rifiguraborl Florida Departmontof Business & Professional Regulation Building Codes and Standards Product Approval Application Dal I Plim. I'lef I lr,*DZ �_lla tally Data Dale Date Finding Date T". val Manufacturer Cairsl up-, Validated KlE Validated submilutod f5lQ A,,-,[ Approved Status Revision 2020 Loman. Kistrin Jolley James L l2luickner. P.r. Steven M. Uri�. PE i 1)23M2D 11)2si2020 11MI2020 dirg FBC App, cstlig.,i, Roami (501) 983-6163 PF.31�42 (71 7) 317-8454 SulaCistsigarr, RoolingAccessioneathat wean kjeloyalcmarroo.opm Integral Pon ofth. RooffigSystm Conapli-cialsedir.d.-Evehuti- Raped frome Florlitafi4hat-clArchitact oris LkessedFl.rid. Profstalonal Engineer I I , , - � I, 1, I- � I I I "I I 11 � I I � I I , , -1 11 � - ; �r - - I - - , I � " , , EW72fist-a 1 6 Krinuo � �� �, �� "', , ), , � I I � - � � 'i � I I I I I'll I I I QUalityAssurance 1 I I � , , - , , � V I I , _:�,�,� , - , I .�,�, Abel for Use Approved far No Impact Oman IVA Product jawil Number a, Nma Frail Merril contract iggairallim, Data injsvwz 0i HVHZ Rasilitarit Pressu- 1 D..IuArl DA4 .rlrRl�&lt Il OA-4 L- P,cfili P.lipropi Plel Roof Vent 12/10n025 No Y_ No 1�7.5bP_5 Mechmically Attached to Fil Nek. I Florida Deparml of Business & Professional Regulation P.A. I 01 Florida Department of Business & Professiorhal Regulation page I of I Building Codes and.Standards VlUt2l Building Codes and Standards vw.�?l Product Approval Application Detail Product Approval Application Detail Carl. Enffi 291 sea Dot, Pmfi_ a& Col. Entity or We P-i Car* Pending - Date Ta De version ratimuracturer cont" Ersameser & 1.1conal Validated By Validated Submitted POO Approval Approved atudas, MM vivel., Contact linmeal License Validated Est Vandal Summed F9C A-1,"I Approyoul status Affirmation 2D29 PISTIladuatirl. Jens R.a.."Id MI-d-Distle Si - CER MI-i-Di BCCO -VAL 1 IM12020 11005MM Illil/2020 Approvocl Revision 2920 Mi Widows, and Doors Brent alifirager Aniedcw, Anclitiscurad Steven K Urch, PE loloanl= 101aa/2020 I wt 9/2020 Approved caspil Wri (941),486-0101) (rila) 315-25819 Calegionit Windol � T1 7 t 365-3300 MwatwWwas Assocurn on Q 1 7) 31 F-&454 Subcategory-- Single Hung ji-osewsWilipgainduathilisi SuIsCaterion, Horizontal Sfldv baftlingwif,,birnh-d-com Compiler. Mdh.d: Certification Mark or Listing � I . I I pra - I � I ,_1 I I - I Complial 11119thocL Certification Wfk or Lei - � -1 - I I A �k�4ftoduot� I - - - I I I I - I - I I Quality A-wal �� ��, � �; � ; � I- - Appraised for Use - I I 11 I A,,wdfp,U,o � - Impact Dision ausilil Pruduch I I � I call Assurance I Acyowl for all. Aplaosed for ths, Impact Dail S so A Redact Model, Number olt Name Product Description Conval Expiration Date In HVKZ outside HVHZ Resistant Prossaure, a-# Product Model. Numbirror Contract E,mhatkai mi. 1, HVKZ 0.1,41, HVH R.shelan, latiessat. 2 GH5500 (1-arg. Wall. I.p.ot) Vr,yl Sar9l. H.hg Wind., 07W=25 Y_ yes Y- NJA I His i46 FI, and Florge Fr. 73.02 Insulated Goes, 02MG/2024 No yes No -55/,55 Florida Department of Business & Professional Regulation Pag�l .fl Building Codes and Standards 15=21 Product Approval Application Detail Code 6,11ty 0 2" , OL. Dot. Panel- Em- D& Til"'. Version 11-ifulums, Centel anal & I.I.- Validated fly Validated subralit FDC Apirneii,al Approved 9[law, Affirmation 2020 PGThidust,loa Jens Rc%owBkf IA-i-Ouria RCCO - CER Mwnni�D.ds 13CCO � VAL I IJQ,��21)20 i WW020 1 IM 112020 Appfovad C.t.goirin viamdo"s, �941)4613-0100 (706� 315-2540 I Subcategory-- Firall jraso118IdMpgtInkWs1ra.,o MorrisIl.m. Mial Cwtiff.ad,ri Mari, . Listing om 1 PLOj�A22(pne4l. , 1, I , � � , � i , , � , I , � 11 I - I ,­ , I " �� -1, , I ­ I I I I - I I I I I � � � - � I , , , �, n I I , _:� � , , � , , � : I I I , , ... . .... "'' �, z, , " _-, " " , , , ,� , �e� '_ - -, " I � - , " , , �, , ", , � , " - , � " , - " , I � _" - " , " , , -, , - -, " " , �, , , �,",_, , - ; �, - , , , � , , r � , , 1 I I 1, I , 11 . ..... 1 � " ,,',�: � I - , 11 :,�_�", , � - I I �, , � � I Owailhe Assure- I ­ I I A-rovisdifor Us, Aispr-edforiji Inunal Deal- sissa Pr.d.ct Model, Number or N- Product Is-viptiori Cora, ... t ex.1milon Dat in HVHZ outside HVH Resistant Pressure 5 PA15520 (Large ml..ibs, larhplsot� Virr,i Fixed Vi OWt2025 Yea Yes Yes NIA Florida Department of Business & Professional Regulation Pass i .f i Building Codes and Standards 115=1 Product Approval Application Detail Q& Firtil Me Dale Date Pwidmic Date I ZJL Version milloulsailigne Cooled groll a Lievins. Validated Ely Validated submitted FDC Approval Anol sketwis R.,ia­ 2020 Mi Wind- and Doors SentSIOngair Luh, R L"i FIF stevan K Llroh� PE 10106020 40190(= liamelpD20 12m5n0P0 Approved csilegary:'Whri . (717) 365-3300 PE-82514 017)a`17,8454 subcategory: Mull- lbstfilngerom1wd.cors Compliance Wrap; Evaluation Report from Z Florida Registered A,chltol U,-a,d rl.d& oumsid-sis Professional Engineer I � , ,� " _7', I I '' �, � � , I I I ,�, - , I I 11 � I I ­ , :11 I I I I I I - - , I I I I I � , , �,� I � , Z I � - � �Wuoha '_, ,- � , � I � I � � - I -, � I'll , � - I QUARVAawrompa er­ I I 1­e - Aspjrra�d F.r use , I - ; I Apyrovarl fur Dais I li I I � I , johissian 9-4 �glxt Model. Number - Name Product Dissolution C-1i Data m_HVHZ outside HV42 Rosill Fit,-, 2 Vertool Aluminum Mullion No Y. Y.s N/A Florida Department of Business & Professional Regulation Psaga i of I Florida Department of Business & Professional Regulation Page 2 p`2 Building Codes a rid Stai ndards I lal Bu i Idi nq C odes a rid Stan dis role 1 1019120M Product Approval Application Detail . Product Approval Application Detail code Entity ar P91 Did. Date Pending P" Coda Entity or Data Date case Pencil = T-le V-1on manurawwrier crinteet Erl & Uh­ Wifidshad Us Validated! suffannitteld F5C; Approval Appro instas mm Iiii0i 10-firat .... cml Ensineer & Uslaral Validated W Validated Mumittild FEC A,,-,] Alill Statul Re,i.!- 2020 James Handle Building Procki In. Chad Dora, Y. And,". Tea John Southard, RE. OIJ=2021 i2fi4nai 0-1/001202i ding FSC Api Reaslon 2020 Alskjo 114mic Thompson Lyndon 5, Sermidl, P,F Rysin J. King, P.R. 02m512D21 02,15ng2l 02t2MO21 34MM021 Approved caaig,m: Fuel WaIN (909i 545-8359 PE-8,1682 (352) 367-2523 Cal Panel WON ins) 9:v-235R RE43409 �813) 767..GS55 SubCadogoirin Siding oled.disrokaQuir-hard S.Ibcolagairl Soil ritherip-&,ith— compliance ifiethol Evaluation Report tons a a- Compiler- Method: Evaluation R.W f,- . Florida R.W.1-dAr.irlual Licensed Florida Force R.glaterodArchiftel Ucen.ad Florida Proftesional Engineer Professional Engineer r"o-Rap'lodua. I I . � I I I 1 I I I � - I I I 1� I I - - I _ 11 �� -,:, , , I - , I I I I - I . I �_, I I I ­­ -1 +L*15M, � 15raducts �. I - 11 ­ � f - :� , � - ,� � -1 �� - - , � - �1- � z I I I I - - 11 � � ,- I �, I I � � � -1 :i� - '1� � I - � I I ­_ � 1 � , _ i�� , I I I �_-,, - " , I I � � - I I � I : I - I I gull Atratirsnet - ALlor 41forts. Approved for law loop collie I � � I I QuallIvAinrurasic. - I ApprovildircrUse Approved for use Impact I goal S."Is Prodl M whel. Number or Name Prol Dowlintla Caftrut EXpill Date Is bVHZ outside lill posifil Pmmra sm 0 Product Mirl Number or Nam r Product Eriscripti- i-ordral expiration, Me in KVHz Dul HVHZ Resistant Pressure t Carnpork Lop Siding iter-c-lit lisp ail l2t3l)2023 yes Yes Ni NYA 1 & &quot,�21­aquot SLOW Venial Vrnyl Sall 12�31=3 No yes No N/A 2 HardePisaik L.pSidilig lbor-cwl top alding 12IW2,12a Yea Yes, Ni NJA 2 , b. &muct;Alltarma T4&qflot:aff,t Vent or Sollit Vftl Spirit 12WQO�3 No Yes No NIA 3 c. Actot:Gmthrar Vintage S.Rdk,d&.#39: Soffil, VON or acid Vinyl Soffit i 2131,2021 NO, Yka No NIA 4 d. &m,dt:D5&Q­t; saft Venter Sold Virrylsoft 12131QQ23 No yes No NfA 5 .. &4­t:Chwtiv ossati-1; Si Vent or gold Vinyl Soffit 12Y31,2023 No Yes No NJA e f. &q.d:Sl Sps,.Skluot, Split Vent or Solid Vinyl Soffit 17131,202$ No Yes No N;A Florida Department of Business & Professional Regulation page I of I Building Codes a rid Sta ndards 10&421 Product Approval Application Detail Florida Department of Business & Profasuslorial Regulation pal I at Building Codes and Standards 1 SM21 Product Approval Application Detail 22dl Entior - lmli!,!�ill�,11',I!!'!,,�,111,�Iii'l�'�l,,,,,,,�ili'l�11:1�,,Illl�l!l�!!,!Il�ll,iiiiiiiill,IFIIIIIIIlikilliffililim Data Dial DIV. Porklat Aill code Inlay or We Date two Pending Date Isrs. Y-Ion Manufacture cooled, Entilrallor & Uppme, Validated Rr Validated submith, FaC Anclum"I Arigna, Mal MLU vand.11 ",hutioluns' Cooled Erairl Luan- V24dand By Validated submitted Fatil A-r-d ,state, Re,Asl.n 2020 TAMKO suildriltProi LLC Kvn Edai Robert Nomition, John W. Kneel PE 10JON7020 ows"2020 10JI212020 12MEr2020 Approved Remsion 2020 L.V. Thompson In. dba Th.Dolson Architectural Tony Chrittimem Zachary R. Priest Steven H. Ukh. PE 0911?=21 09flaf2020 09JZ2/202U 12flW2020 Approved Canegi Nepal (417) 024-6644 PE-51166 (954) 772-62�4 WON Cori TAMC 01 461 �n 24"45E PF-74CI21 �717�S17�8454 SubCatbuor,r. Undenrymoms, kwr_.dw@amko_oom cauagoal Roolln.g. tmy@gometelro�ng.com I Compliance Nlothod: EvRlu%tfon Report sort a SubCallarimal Rol Accessories that we an Florida PiagIstwed A,uhiloct or a U-i Florida Integral Part ofthe Rooffrij Systarn Prohaseloned Engine., ComplIanes Method, Evaluation Report from a Forlds N .gsteed A.hlt.t-. Licensed Florld. 71.012m,floproducts , I , , ­ -, � � " I � -, , , ,� " , , :, �,� - , 11 I , � ', �, - , - - �, , � ­ , ,­ "I" I � ..... , ,,­,_','_ _­ "''I � - � " � . 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Null or Name Product Description it 1, HVHZ Wisid, I1VffZ Resistant lararru. jurlsdictims. I TAMCO Flet Top 011-fildig. Vent *Ali Baffle for Tie 26 ga. sl roaf-tiati taffi. OMM026 Y. Y. NIA H/A 2 TAMIKO Roof Urriod.yrivents, lNCN-HVHZ) Roof undisdayroorts for use in FRC n--HVW 0&29nU23 No �wa NAA NYA 2 TAMCO Goossi Vent 26ga. OW912026 No Y. NA -01-524 lureaci 3 TAMCO Off -Ridge Roof Vent with Paris 26 pa- Met. -f-fillst-ft Integrated baft Dal Yes, Yes NIA NYA 4 TAMCO Round Top Ofir Ridge Vent with Saft film Tie 26 g, state roalf-that-th battle Woman Y. Yes NIA WA Florida Department of BuGinsil & Professional Regulation Page 1 &3 Building Codes and Standards IR;2621 � Product Approval Application Detail Data panel, Dal. Code 50, . 2" Dal T­ Venal- Manufacturer 0grillsol, Priolnew & Licanal Vsfidl Validated Submitted FsC Apl Approved shaftea Rompon 2020 13-1 R.oling Anderson, Roble IAPNO uniform E.W.U.. Gal Mike, 11)03= i 11i 11sW2020 Approval Cat.": Recline (8DI3 380-6091 SAM- LLC (205) 854-0160 S.bC.t.gl pooling Tflo� RoblitArdersion(lboril Compliance Method: Evtil Rsp.n from . th Product Evaluation Entity 6"s,R12 I I �, I istball I 1. I I I I - I I � I 1 . I I I I - I ,; I - - - ":- I " � ,,, P, e'� , ,_ - I 7 � - , , , �'�, , I � __ I I Ile - " , i - I I I I - I � �, � � 1, - �_ - � �, , , QW11tv Assurance 1. AporowdEgUse, Afligroved for U40 Impact , 11 Design N-0 Product Model. Number- Nam Product Description Cora ... t Eavlaticut case In HVHZ ohibilds, KVHz Rigibitart Pleasure is S.ocey - Earl Slat., Courtly Sig., Split Old ii Fiat Proffla - Denver. CC lMl)2020 No Yes WA NJA Thatch amp; Implad 17 Si GOD -all1i siaRe t.arrp: Split stake Flat Profile � Stockton, CA l2i No yes WA NJA a Si BOO - Sli ShAtAwrpl Shako Hat P,.r,l. - Pi.kct CA lW112021) NO Yes NIA NIA 1 5 Saxony 700 - Shako, $late Awnp� Split Shok. Flat P,e,W - St.i ,'A 12(5112020 No Yes NIA WA 2 al TOO - &h.N., '91.1. &amp; Spiit snake Flat Profile - Rialm, CA I V21 12020 No yes N% NIA 2T To]., Rapmr. i Bareslars High Praft - Katy, 7X 1 W1,2020 No yes WA WA 29 mile I.- Profile - Katy. TX l2olQ020 N. Yes NIA N/A Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation Pegs I 01 Building Codes and Standards IF112021 Building Codes and Standards Ini Product Approval Application Data 11 Product Approval Application Detail ;!! i;! ii is fir i so i ! :ii! ii :i i :i ill C040 amity Date Ded. Oat, Pall nate Code : Entity Q ii i Data Dials, Datepi HOME= Am ly'al" version manufacturer contact Psi .... & I-jewish; WkIl W Validated liulatell FBC: Awarad Ap-iisad status, T.D. Vemlor Manufacturer Contact Eirsairl"ll, & tJqwr­ Validated Par vandal subsisted Fab A.,mi Approval annual Revision 202D Alone, Stuart Lewis 10C Evaluation Service LLC Wlem M. Ranieri, PE 1 UJ3112020 1 Dt=070 111DWG20 110)i Approved Revision 2020 commercial Concrete ProdutZialro. Robert 011le Somi Greenberg John Hoy 12116M20 lzna�2= 122912020 sting FBC Appir, category: Structored Components (321)710-337T (407) 681-1917 Category: Stmausal Comporwil (61 �) 659-5707 PE-34245 052� 5881551 I subcategory. Truss pistes, alisM.G.1plasdili-onn ftrateporr. Produces Introduced as a Result of premstgatoroyahcocom Compliance Method: Evaluation) Report from a NM Technology ProdUd Evaluation ErW Cmpllami Method: EWthadan Report ftm. � I . - - ____�,� - . I I - I Florida RaglistarsdArchitai Jowaaal skills runae"irisroduet I I 11 I I I I I I I - I I � , I I - I I - I I -1 - I �, - - I I ­ I I - Professional Er�jirow Quall Assurance Apenoverisal A20-adfisrul know assurn I . 11 P1.9174401, _­ -, I 11 � I -1 , 1, I � ­ I , �� I - __ I I I - I I - I I - I I � ill'o 0 NOWO MD11sL Nlnb.W filisifthe Product Dentist[= Contract emiretion, Dal. III, Hii Willits Resistant Pressure - � I I - -- - -,-- - - I ITW5=A1p4-HIghk,Sh-&N&-ml Met.[ Connector Plate 12131ii Yes yas NIA NIA Chialfira Ass— Approval fair Us, A,-df,U, Impact Deson 2 rrW WG4Wma Hinds Plate Most Conneator plate i PJ31 iii yes yes HIA NIA Gage Product Model, Number or Name PrQdiJct Description Contrac(Expirstion1sx, In 14VIAZ outside Resistant Pressuire 3 MW ffCG/AJp­ Trull MeW Connector plate IMIM24 Yes yes Nil N4A i Quality Precast or Commercial Comorot. Paadlu�ta Frei and Proslim a. d Concrete Untists 05125,2024 No Yes NIA N/A 4 WW EGGIAlpine Mi Met.( Conri plate 12Y3112024 ves Yes NIA NJA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Panel oil Florida Department of Business & Professional Regulation Pace I si iffrQ221 Building Codes and Standards Smi Product Approval Application Detail Alifilm ii 1 :, i 1 ! a i i; i � i i i ii i i; i !: i : I ! 1: ! i i I iiiiiiiiiiiiiiiiii QPA is v !!! i iiiiiiijah-fliLtiglIffillitilijam: I i misiogggAFMIMENt Paul or 1 1: - I 'I i i � , ''i I w,ill 1 I I I ,; � 111 ii 1 I 1: IM: I I : ; i i:: 1 I : 000awn Data E42 Data Perdsop [M. coo Ill Date Date Ded. Pal Dal. TV" Voters Marittfaclureir Contact Enchrear & I.I.was, Validated! my vallihead sulamItted I'SCAppiwal Appra, status TVmQ Vwslo Manufacture Cgueal Enatnessi Licands. Validated By Validated 8"tftl�d P5C, Approval Appro. status Rovhnon 2020 CA$T-CA ETIF USA. LILI - , Craig Plarki. Mial BCCO - CPR Miann-Dade licrO - VAL I V20mz lOY2712020 111271ZD20 Approved Affirmation 2020 Apirs, Murrill In., Jose SIV. Ld. R� Lomas Revan K Urich, PE llfl812G20 linamm 1 IJ206mi Approved Catagory; Structural Components (813) 621-4641 (736) 315-2590 . categ": Panel Wells (407) 509�20013 PE-157514 i717) 317-0454 SaaC-idesill-F. Pi Woduced .e A Result of ol,khrirtci ... dorel-im Sub0stagi Salfiffi, aphs.1wrinumireA_ylish. Neiv Tothin.ogy, Complarl Method; Evaluation Repoli irm a accal Compliative Method: Cortifficieflon Mark or Listin ; Florida RegIstersdArchitiect or a Licensed Florida , I I *Wliic013Ptol , - �, "', ,­�c`-_�, .. ... �'j �,_, � � ,�, I 1 I �­ - �, �,�-, � I ­ - , � :"� �, -, I � 1, � , , 1� �j , , ­ , ­ " I I , I :,: ,- , 1� "I", � , ,_ _� � I I �­`­­�:,�,, ;,� I � �, I - , � I . � , . I , _� , � � - I , , t, ,� � I I ,III , 1� I � � �, I I ...... I I �, ,� I I �1. , � I � ,� ': �, � � � � , , � - I � �, , , , � I �; " I � �, � I ,�, , " I I I � , I—— I �, I I ­ I - � �, , _ - Professional Eirgir-ir - , , , " r - - �' `� _� _�� -, -, �: - Quality ok�mn.l ApEll IN I Use Approved to r use Impact assign , , �,� - �, � , " - � - I , , � _ � ,,, k W'Williltoi el ; " i, . .. . .. ", , , ", __ , , 1"Iizl� ____ ,"", ', * i � - � I " , �,rl_ - L i: _` '. '�: " , , , 'I,' I ,� �,L,,'��4`,­,,��"-,r-, , - I I ��, . � � ,`� W , , � : ", " � ,,,, ,,'�' - - ,", , �, "', �� ­'�,,,` , ,, ." , � �_ �1�i­-, "�,� r � l,ji"�, 1 - I wl , , , "I , A "I'��,,�,�,�,�'I'lel",�,,�,,�����l',����-,���, 'I"ll, "'�l"."",�,�"--''."��-1",'"',�lI " r, - _ i N.- �� _ -, - , - " , � , ", ""',"', ,��, _ , , W - - _ 'i, � 1 �: - - , , - ­,�, I , -�, -,`�� I , ,� , , , i,,�`,�,,�,�,,Z­,i' -',,,�,*",',"',' , , - - � `­-, �,'� , , T " 66a 0 Product Model. Number or Name . Product 34linuoin ,� Contract Exp1mition Data I outside KVII assistant Pressairs, I , I, � '_ " I, , 'O , _,"'I'll , , , , - I I � -, _,"" �� " - �_ , - 11 " �". I , I � " , 0 ,� � , �­ � wallty Assurance � � , � - � _._ " , � �� �, " --i" - , Aiaprovaid for Joe � , ,� . Approved for also , ,111, ,4,�,,,�, ", 1� , �:,"�:�, %,,,�,-� ill Dol 1 HGh Strength Concrete Lhtels � 4. 6. 8. and 12 inch wide intels Offlii(2022 Yes Yes NIA NiA. I 1111" Product Model. Number or Me- Prodi Description Coritrant Expiration Dal, In HVRZ outside HVHZ Rshilistud Pressure I Alpha Aluminum sold $amp� Vented Aluminum Soffit/ Aph a Aluminum Sold amp: Vested Aumhium 07,30i No Yes No N/A C;IvIU &.mal Wood taiffiti CMU &amp; Wood F lorlda Departme nt of Business & Professional Regul alto r page I of I Building Codes and Sfa nda rds 1125022 Product Approval Application Detail coda ErrhtV Date 2M. Date Pending Date Tys. Version Mangliwtu contact Engineer 9, License Validated Validated Submitted li Approval Approved status R.I.i.n 2020 Global Protection Product., LILC. . Tim Robinson VlhalfarA. TIM Jr, Pi John W. Knozei PE 09i 09108i lofolr= 12115M20 Approved Category! Shutters (954) 6W-7545 PE-44167 (954) T72-6224 SuIsCategary'. Sborra Panels tim.robinsom@ippent-rin Compliance Method: E�Iual Report from a Florida Registered Architect ora Licensed Florida Professional Engineer . - � � �f�, "I I,-, , I " 'I, I � ;1 ,;," I I I I I I I - - - ,,, 1� I - reLfliftomAsproati , I , I I , -, , I 11 , I , � " I ­ I "I I I I " 11 171 ,_� I I I , 11 11 � I 1, I "I 1, " 1 Approved for Use Approved 11 I ''I - I for Use I Incest I 11 I I I I Design Soo # Product Model, Num her or Name Product Description Ge nAlistirantse I xvilration Date In HV Outside jVHZ Rissfadant Prel 1 20 Gage Galvanized Sivel Storm Parisi Corrugated Galvanized Steel Storm Panels retained 1213112022 Yes Yes Yes NIA or not by tracks to provide horricare, protection. 1 2 24Gage Galvanized still Storm PaneWNHVHZ Corrugated Galvanized Steel Storm Panels retained 1213112022 NO Yes Yes NIA or not by tracks to provide hurricars, protection. Florida Department of Business & Professional Regulation Page I of 2 Building Codes and Standards lcW021 PToducitApploVilill Application Detail � Code ell 2" Pat- Isaite-Perilifing PA12 M T­ Version Mwijbiti co.1.4 Engineer & Ll,agids Volitional as Vriltdabal submitted MC Argralliall Approved 19i Revision 2D20 MITok Inc. Erin WAlc* )CC EVaU lillon Sill LUC I ICC GVaUation Service, Dfvl InD21 Dam at2D21 31511212021 Approved category: sh.swel Compsan'ros � � 0540all-6635 ,I_Q� S.IrC.hrg.fY:'Tru.s Rate. ­hdwuQrrdI.t,.. (205) 59S.D800 Compliance Method: Evaluation Report froul a Produft Evaluation rillity I �ti�� - I I -1 ­1 - �­ - I I � � � - I - ­ I 1� "' A , � � I - , : - , - - Z � _�� '' :" "I � - I � � I - . 11 - I I � 7 , I �, I � � - � � 1:1 11 I I � �', ­,,�, I " " ,,-- � I I I 11 - - ��,, I , - ,_ I I I � ,, I I � I QualltyAsourance - Approv"forUse Appraisal fair Ill len pact Design amp =odl Number or Name Product 00sychaflon Contract ExpiralJon Date In HVH Welde, Resistant Pressurs, 1 18 gs. high strength t,u,, t-rector plate 1 V3112022 Yes, Y.4 NfA NIA 2 W8l I 8 0. super I ligh strongth truss vainastar plate -IM112022 Yes Yes NIA N1A 3 wile I 6 ga. tru sal connector plate 12131,2022 ye's Yes NIA WA 4 MT18HS i B a., hi gh sts.gth trues correct or pl. is ID31=22 Yes Yes H fA NJA 5 IJIT20HS 20 go, high strength trusa camoodor plate 12/31 r2O22 Yes Yes NIA N)A 6 TL16. M718 i a Ga. t. s. comnace, platea i 2J31(2022 Y. Yes NIA N)A 7 , T1.20. M720 20 go, truss, cormactorpotes 12J3112022 Yes Yes N/A N)A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I of 2 i lariav Code Entity or palu, P91 pars Paul Date TV- Vm4w Islartursigivair Contact Enalreal Licill Van submitted FaClurproval A-m, i5tst., Fiev'll 2020 MI Wridows .ad Docire Warittat"gor Arieff.an Architectural Stsiven Nt Uich. PE 1 1122f2O2O I ln2/2D23 llf2M020 Approved Category: Windows, (717136 �300 M.rutsetunersAssochatio. (717)317�8454 StabCadel Fixed loisfiflingarom;,vd- Connipliance Method. Carliflowl kiii ort-isting Fuirsim-RIA Products I I - I 8049 Product Model, Number or Nam Proi Demorlyff, call Assurance Col EXplratlkai Date Arraormadfal In HVHZ Abel for U, Clutside, HVHZ himpeact Deal,, Resistant Pressure I 185 PW 7�. 72 Insulated Glass 04103=3 No yes No -M-60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page i .f i 102021 QM Pill or Date 291 Data Permits, Pat - TV D. version milinvlacturer C,nt,,A Mrailin.. & Licens Validated Qv Validated ,Submitted PSCAnal Apoisisid Status Affirmation 2D20 PGTIndustriles, jeas Rosi Mismil RCCD � CER MianwDods 5CC0 � VAL 1 1,0l 1 1 M=20 1 111 112020 Approved castag..l %ah-do- (941) 480-0100 (me) 315-2590 subc.higi Will- jrosowswepsundustireet, Compliance Plaull Cahill Mark or I-Wro om 609.M3 Prods I - . . . . .. .... i, �',-�,,'-�',, -� � , I I I , I ,, 11 � I , I 1�11 � - , � , , � -,, �- �� ": , , , , �_ I I I I I , 11 I I �, � , , , , 11 I " " I I �� "', � "I , �� , I , L I ,- I I � � L � - , � , 1� I -1 I Cil Assurance ,- I Approved for uss A-lovilialfall,is [,,act Deal - Sao* Product Model Number or Nam Produill0sagrodon Contrast expiration Visa In HVHZ outside HV Isisli Prolawre 1 Muffions for 9 I Doors an 6 Windows Aluminum Mufficums 05IM025 Yes yes Yes WA Florida Department of Business & Professional Regulation Pal I of 2 Building Codes arid Standards liV2021 Product Approval Application Dal , lk � , i, % Ill : i;: ii; i ;ill;; ii i, i i il i I: ,, I � I A W sell': W ,, I I 11 ,, , !''' ,'' , 1�1 '', 1 1 i : :l ;: � !; li i : i r I Mi. I i . I ail i : 1 . -, al ! - l� __ I .i A Code I : i . IMERM110M. lsfiffjffxmnnv����� Erin, or Data ase Cat, Parl ar", Type Version iflarywiting: Carl engineer a [Jesi Validated Sy Validated liumn,114.0 PIC Approval Approved status Rei 20M GAF Michs.1 seen RobeithErri John W. Knece,ch. PE D9)2612DA 0921120M 10MM020 1211612020 Approved cartoon, Pooling (ON)765-34ij PE-59-WO (954) 772-6224 S.bColtag-r- Asph.t Elibal m1th'irt2gal"com Compilark,eledhod: Evaluation Reportirom a Fiords RegIshrodArchlectors Licensed Florida Professional Engineer FL011142al-Ri Ismodi - I � I Citiallty Assumes Approirad for use Approval! for Use lassain Design aw"s Product ModA Number or Name larrodal 0-riptio. Control Expiration Q& 1, Ill outside HVH Resistant P-suni 1 GAF Asphalt No.fShingles, Flibling- minforeed 3-tab, laminated, 5-tab and 1 7116i N. Yes NfA PIIA hip/rIdge asphalt startles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail . P.01 oft i82021 coda army Dal Data Date Parini 2111 Type Version Manufacturer Col Englesor & U-. Vold.i By Vandal submitted FacApprov.1 Approl status N-1. 2D20 Flords MON Prodi Ise, Clank Jones James L Buckar, Fl Sl M. Urich, PE D9,27M20 a92512020 10,04n(120 12MG12020 Approved Caegory: Reeling (904)783-84UG CBUCK encireorling j17) 317-8454 subcategory; R.olingAces-ri-ital- an elark@fl.-. com Pr.31242 hr.9101 Pan .fine Roollingoystem Compliaricis method; E,ralaution Report froni, a Plords, Registered Archled or a Licensed Flard, P,.l.scl ... I Engirew - :FdtiiistfiI;Ri?rPLal , I , I I - I - I I I - I I I I I I I - I I I I I . I - I QuallhilAssul Approved for Use Approved far Use Impact Design seaft P,M,st M,d,l. Number air Nome, Prxiduct Description Contract Eannistan Oat. In HVHZ outside HVHZ 6arrial Pra­, 3 3- FLAMCO $quot:Rril 10 Ridge Ver4quot: Aluminum Ridge Vents'llor pfthadroois fabricated 12/31(2024 No Yes No NIA fr.. aa25',aJ.nnn.. Flohda Department of Business & Professional Regulation page I of l Building Codes and Standards 1/25f2O22 Product Approval Applicafion Detail - 2292 Entity Dais Date Date Pending Date y- Version Manuloctu r..t.. Engineer & LiGense Validated By Validated Submitted FSC A pproval Appr-ad Statu R�ision 2020 All American Shudenesend Glass Mike Serbian Frank L. Bonnard., P.E Troy Ellishop, P.E. loll 1011&2020 11 1051W20 12j15/=0 Apprwed Category'. Shutter. I (S61) 712-9882 PE-0046l (Igi 047-OaBO Subcategory: Storm Panels mikelo@allanneri.-hutte Compliance luhathcrl� Evaluation Report froma ni Florida Registered Architect or a Lkawsed FbrMa Professional Engineer I ,- 11 - 'p4jawistapiguoise I I'll, , "I � �, 1� 11�� I � I "I � I I I _ I I I I I , I I I �, - I I QualityAssaran I 11 I I � ApprovedliprUsis Appro-diforU Impact Dial Sao a Product Model. Number or Name Product Description Contract Expiration Date In HVKZ Owbilde HVHZ Resistan Pia.law I 24ga Galvanized ShoolStorrin Panels 24ga Galvanized Steel Storm Pi 12`3112022 yes Yes Yes NIA Florida DGportmort of Business & Professional Regulation psge I orl Building Codes and Standards 611412021 Product Approval Application Detail Code ellity Data us caft Parl Date rivals Vwsi me".1sehl'ar Conrad Ermirow, & License Validated By Validated Submittad FBC Approval! Approved Status R,Wsior 2020 Weyeria.user Rob Baldwin ICC Evahat. Servica. LIUC Ian Lehrer, P. E. DDUV2021 10?1=820 UM312021 APPI-11 Caaaaary-,structural Cornikinents (253) 924-6475 (608) 839-3288 subcategory-. Enlifinearld Lumber R.b.n.ftlid,flin il.eyw1h. Compliance steel Evaluation Rai from a ... ­m Product P,valoarlm Ently, t�q I "" - � , - _ . .. moduots I .I- I - I I I , - , �­_, - I I � "; ,. e �� � I � , I I I I , I e 11,r - I I I 11 - . �, , � ­1 �, . �, � "I - . I - I I I I Quality Assurance I ,itogirmad fnir Ul hill coasho S-49 Product Model. Number or Narea Product Des4rfolon conarlict flintolrallon cars 41 HV14Z outside HVH Resistant Pressure 1 W-flam LVIL I-arrhated Vareer Lumber as/310025 No Yale NIA NIA 2 Poralwi FISIL Parallel Strand Lumber 031310023 No yes HIA NIA 3 Troo-S"rid LSL I-winsilifted Strand Lurrow OY31,2023 No Ya. NIA NIA 4 TJ Rlm Board Structurad Contpoi Lumber w oriented Samad 03n10023 No yes N(A N/A board M. 5-d 5 Weye,liae .... Rim Board Oriented Slond Board Rim Board 0313-11i No Yes NIA NIA -+i a) 0 = (n -0 -Fu > a) = _+­` M 0 I a) Ill a) C) 2 0- CL = 0 _0 0 " = — Im-+i­` co 0 -0 a) I A __ 6 = a) = -0 0 CU 0-0-0 -Co -= . U5 = 0 C= -2 q -2 a) 3: C13 = 0 .0 AM-0 CIO Ll- %+- 0 — C113 > m D (n -0 a) E L_ a) -6-0 "O 01- "IF= �__ (n CU -0 'i = ._ Co -fl-5 cf) CD < I 4 Z Z W mi ,, I - 4..N,- � I -1- ., - :-.! ill - _ C%i C%i Fj — '� C= C-i L - Cl- I I ; j 00 C M ., �, A, I CZ) 7C - — , - CD c I - I - - = 17 � . 11 I - 11 eizz 6 ` c--- 1'�, , . __ I - .'- . I L - _; 1- f , . . , I :m;l �� , , - � , - � - ;,,, � il'�'., . - - ,-_ �.� . - :T: .) , Z - 11 t 0 ��" 1� �--. W 6 -,, o, - 1. - � -) �3) < 5a � i 1 7 . ��2 �: D ,-, N/ , - - -L ,L, .P irt: a' 1_j * �:,' ,--I 0- -10 - :11� __ a r a C I ,15 i 0 0 - -3 0 .r, ;� t� � Ill �5 !_- L::; 0 dill � � 111- (n " (D E w =:3 0 0 � C_ W M M > 0 > L_ 0— 0 C) < — L. (.) =3 11I.-Ij 0 < — 0— (1) U) -4--i 0 M 00 =3 < laissass- 0 - LM L. W :� < = = (3) Z --i = < -1 a - I SHEET NO. PA 1.1 -Cu FF2 > a) 2-_0 " C_ C C= Simpson Strong -Tie 2020 FBC Approved Products Updated 12J3012020 VMM,", Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 121�0120210 M"10"r, N Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2021) 2 C=M For direct links toallSSTappravals listed below, CLICK HERE M= For direct links to all 88ITapprovals, listed below, CLICK HERE For direct links to all SS-r approvals listed below, CLICK HSR c For dir �Ct linkS to all SST approvals listed below, CLICK HERE cm -0 For additional Information regarding Flairdas 8tatewlde Product Approval System and marni-Dado county NottPO of Acceptance (NQA) gkQK_HERE. For additional information regarding Florida's rstatewid4� Product Approval,5ystern and Mami-Oade County Notice ot Acceptance (NOA). CLICK HER For additional information regarding Florida's 51atewide ProcluctApprove],Wstem and Manni-Dade CountyNaticei ofArcoptance (NOA), CLICK HER For additional information regarding Florida's Statewide Product Approval 8ystern and Marrd-Dade Counly Notice OfAaceptance (NOA), CLICK HER -4.- Cn FL#2355- FL#1 0446-R6 FL*t045G-R5 11 H US. H USC series hangers Face -mount hangers available In widths ranging from 1-518' to 3. ". M CU C/) 9116" and heights ranging from 4-5116" to 11 Concealed flange Q) -0 0 Secif Product Model, Number or Name Product Description Sea # Product Model. Num bor or Name Product Description Sea k Product Model, Number or Name Product Descrinflon version (H USC) available for models having width equalro or 0 C) 1 Titen Stainless Steel Concrete & Masonry Screw (TTN-5,9) 1/4" diameter Titen stainless steel Masonry screw 1 A2i, A23, A33, AK A�6� A44 Angles I Err, BTB, STH BrickTies, greaterthon 3-9/16". L_ L_ 0 2 APA21. APA4, APIA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTC16 CoiledStraps 12 [US series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 0- 3 APB44, API344R, APVB60, APSWR, AP888, APB85R, APB1 010, APE31 01 OR, APVB44, Outdoor Accents Post Bases 3 C81 4. = 6, CS1 8, C-520, CS22 Coiled Straps 5f8" arid heights ranging from 9-114" to 16'. 0 C - - FLWWRS APV844R, APVBW. APVB66R, APV988, APVB88R, APVB1O1 0, APVB1O1 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SDS Face-mourt hangers IM 0 -4.- Co 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R4, AI'V0,724 Outdoor Accents Deck Jo rat Ties 5 CTS218 Compression/Tonsion Strap 14 LU24, LU26, LU28, LU210 FacE-mourt hangers CU 0 > U) -0 Soci X Product Model, Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LLIC26Z, LUC21 02 Face -mount hangers E 1 SD10112DBB OutdoorAccents Connector -'.,'crew 6 APHH46, APHH46R, APHH610, APHH61 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, 1-13i HO, H7Z� H16, H165, H16-2, H16-25 HurricanoTtes 16 LUS series hangers Face -mount hangers available in widths ranging from 1-0116" W 4- "0 U) 2 SD9112, S09212. SD1O11Z SDIM2 Strong -Drive SO Connector Screw 6 APL4, APLO, APT4; APTS, APVL4, APVL6, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-5, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15116", U) 3 SD91 12S,9, $D9212,9S Stnong-Drive SO Connector SS Screw 7 APLH24, APLH24Rj APLH26, APLH2eR, APLH210, APLH21 OR OuldoorAccents Light Hangers 9 HS24 Hurnicans-rie 17 MGU3,63-SDS, MG.U5.25-SID8, MGU5.50--'3D5, MGU5.62-SOS, MGU7.00-SDS FaQe-mount hangers co 1.0-C:) 4 SDCF22434� SDCF22512- SDCF22614, SDCF22700, SOCF22858, SDCF221014. Strong -Drive SDCP Timber-CF Screw a BVLZ Stick Venaer Lodger Connector 10 HSS2-SDS1.5, HSS2m2-SDS3, HSS2-3-SDS3, HSS4-SOS3 Hoavy8tud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-g1l 6" to 5. U) < SDCF221134, SE)CF221334, SDCF271956� SE)CF272358 9 CBT2Z, CBT4Z Concealed Seam Ties 11 HST2. HST3. HST5, HSTe Straight Straps 1/8" and heights ranging from 6-16116�'to 19-1/2", 5 SDCP22434, SDCP22512. SDC:P22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timbor-CP Screw 10 CJT3Z, CJT4Z. CJr5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20. HT$24, HTS28. HTSZio, HTS30C Heavy Twist Strap 19 MUS26; MUS28 Face -mount hangers SDCF1221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSC18KTZ. HTSQ20KT-Z Heavy Twist Strap 20 SUR, SUL, SURC, SULCseries hangers Skewed face-rnourt hangers available in widths ranging from I - 6 SDHR27400, SDHR27614. SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 08 Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9118" and heights ranging from 3-1116" to 13-314". 7 SDS25112:,9DF25134, SDS2.520G, SDS25212, SDS25300, SDS25312, SIDS25412 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4; FC6 Framing Clips 15 LSTA9, LSTA1 2. LSTA15, LSTAI 8, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SOS25500, SIDS251500,SDS25800 14 FVVANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2Xand 4X models; only acute flange is Concealed. 8 SDE251128S, S082520068, SDS25212SS, SOS2530OSS. SDS25312SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Angles 17 LTE20, LTS40 Bridging 21 U series hangers Face -mount hangers available in widths rangingfirom 1-9116" to 9 SIDW-2716. SDVVF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Ploor-to-Floor Screw 16 H2A, H2.5T, H8, H10A.2, HIOS, H14, HGA10 HurricariaTiss 18 LTS12, LTS16. LTS18, LTS20 Light Twist Strap Wand heights ranglngfrom 2-51VAo 11-1/4" 17 18 HCJTZ HH4,HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium Girder Tiedc�vn Straight Straps FL*10007-Rg 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15. MSTA18, MSTA21. MSTA24, MSTA30, MSTA36. WTA49 Straight Straps FL*10667-R6 20 Angles 22 MSTC25, MSTC40, M-ST052, MSTC66. MSTC78 Straight Straps Seci # Product Model. Number or Name Product Description 21 LOE4 Post Cap 23 MSTC48BS, MSTCftB3 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR318, ATR112, ATR518, ATR314 Threaded Rods 22 LS30, _850, LS70, LSW Skawable Angles 24 MSTI26, MSTI36, MSTI48, MSTISO, MST172 Straight Straps 1 BA series hangers Top flange hangers available in Wdths ranging from 1 -glIV1c 7- 2 ATUO5, ATUDO-2, ATUD9, ATUD9-2, ATUD9-3, ATUD1 4, ATUD1 4-2 Aluminum Take -Up Device 23 LSGZ Adjustable Stair 8Hnger Connector 25 MTS12, MTSIS, MT818, MTS20, MTS24C, M7SSO, MTS30C Medium TwistStrap 118" and heights ranging from 7-116'to $9% 3 EP316-2, BPl12, BP112-3, UP518-2, BP518-3� SP314, SPa/4-3, BIPIRTUO3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSS,12M2, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x`10-12, NCA202-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers availablelin widths ranging from 3-516'to 7- 4 CNW318. CNW112. CNW518, CNW314, CNW518-112,,CNW514-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW[312, RCWB14 WaIlBracing 118" and heights rargingfronn 9-1/4"lo 24". 5 CTUD55, CTUD65. CTUD66. CTU1D75. CTUD76, CTUD77, CTUD87, CTUD88. CTUD07, CourplingTake-Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22. RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available In vAdft ranging from 1 -1 t2" to 3- Z CTUD98, OTUD99 27 UL232, ML247, ML282, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114Pto 24". 6 N3, NZI, N5, N6 Heavy Hex Nuts 28 MMH8 RoofTie-Dowri 30 SPI, SP2, SP4, SP6, SPS SW d Plata Tie 4 DGHF series hangers Too flange hangers available In widths ranging from 1-31-Vto 3- 7 RTUD3, RTUD3B, RTUD4, RTUD48, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 UMHC Hinged Roof Connector 31 SPH4,SPH6,SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-114�'io 24'. 8 TUD9. TUD10 Take -Up Device 30 MMLU2Q, MMLU20-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUJ39, MMLU1311 FaCe-Mount Haingers, 32 $S1 � 5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers, Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW313 Take-UpWasher 31 RBC;RBCP Roof Boundary Clips 33 ST9, ST12, ST18; ST22,ST,292, ST2122, ST21151, ST2215, STB215, ST8224, ST0238 Straight Straps T18" and heights ranging from 11" to 32-1J2` 10 URS3 318" Uplift Rod Run Tiedl S"tom 32 RST-3 RoofTie-Down 34 T820, TB27. TB30: TB38, TB42, T8413, T1354, TB56� TBSO Tension Bridging 6 EGQ series hangers Top flan ' go hangers available in widths ranging from3-5/6'to 7- 11 URS4 112" Uplift Rod Run Tledown System 33 RTC22Z, RTC42. RTC2Z, RTC44 Rigid Tie Connectors 35 TWB1 Q 7WBI 2. TWB1 4 Wall Bracing 114" and heights ranging from 11-114" to 32". Z 12 URS6 5/8" Uplift Rod Run Tiedlovin System 34 STC,. STCT, OTC, HTC4 Truss -Clips S& VGT,VGTR,VGTL Variable Pitch GndarTiadowri 7 GLS series hangers Saddle hangers available in widths, ranging from 3-114!'to 8-718" 13 URS@ 3/4" Uplift Rod Run Tetlown System a5 TJCS7,TJC57 Truss Jack Clips 37 W81 013, WBI 060, WS1 26, WB1 26C, WB143C Wall Bracing and heights ranging from &V2" to 28"- 30 Z2,Z4,Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4'to T- 118" and heights ranging from 11" to 32"� FL#10441-R 1`11-00534-115 9 HB 5eries hang" Top flange hangers available In widths ranging from 1-9t16" to 7- FL#10447-RS 112" and heights ranging from 8" to 39', Sea 9 Product Model. Num Der or Nanne Product DesnrintiOn $eg X Product Model. Num Dar or Name Product Description 10 HGLS series hangers Saddle hangers available inwidths ranging from 5-114!'to 8-718" W 1 OTT2 Hold-down Sag 4 Product Model, Num bar or Name Product liescription 1 C9H2.37x5.5,CSH2.S7x7r.83, 0SH2.37xg-75 Concealed hangers and heights ranging from 10-1/2'to 26'- 2 H DC1 0/4, H DC1 0122 Hold-down I AHEP Adjustable Hip -End Connector 2 DU, DHU, OH UTF series hangers Face -mount (OU, OHU) and top-t1ange (I)HUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQ11. HHDO14 Hold-down 2 DS02R-SDSS, DSC2L-SDS3, DSC5R-SDS3, DSCZL-SOS3 Drag StrutConnectors available in wrdths ranging from 1-9/18" to 3-a/18" and heights 718" and heights ranging from 7-1/2" to 37', 4 HDU2, HDU4, HDU5, HOU8, HDU 11 HOW 4 Hold-down 3 GBC: Gable Brace Connector ranging from 9-1/8" to 23-15116". 12 HGLTV Series hangers Top flange hangers available In widths ranging from 3-114�'to 7- 5 HPA28, HPA35 Strap-s" purlin anchor 4 HCP1.81, HCP2. HCP4 Hip Corner Plate 3 HGU3,63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SOS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging ffom 14" to 33". 6 LSTHD8, _STHD8RJ1 Strap -style hold-down 5 HHRC2-2, HHRC42, HHR042-2. HHRC4/1.81, HHRC44, HHRC5.2513.25. 4-iHIRC5.37r3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SOS 13 HIT series hangers Topflange hangers available In vAdths ranging from 2-5116" to 3- 7 MASA,MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518"to 7. 9116" and height's ranging from 18" to 26". 8 MPA132, MRA144 Strop-stylee purlin anchor a HIRCI-81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-6116" to 12-718". 14 HUSTF series hangers Top flangeicist hangers available in widths ranging from 3,118" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap�stylei purlin anchor 7 LRU26, LRU28, LRU210. LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5,50-SDS, HHGU5,CY2-SDS, HHGU7.00-SDS, HHGUT.25-SDS, Face -mount hangers 3-9116" and heights ranging from 5-318" to 10 PAI18, PAI23, PA128, PAI35 Strap -style purlin anchor 8 LSU26, LSSU28. LSSU210 Light SlopeablefSkewable U Hanger HHGU9.00-SDS 15 HUTF. HUCTF series hangers Top flange hangers available in %mclins ranging from 1-9M6" to 5- 11 STHD1 0. STHDi DRJ Strap-s" hold-down 9 TBE4. TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS46. HHUS41 D, HHUS5-50110, Face -mount hangers 1f2" and heights ranging from 3-7116" to 15"� Concealed lange 12 STHD1 4- STHDI 4RJ Strap -style hold-down 10 TC24. TC26. T028 TrussClip HHUS7.25.(10 version (HUCTF) available for ail models havingoMth equal to or 11 THA2S, THA213, THA218, THA218-2, THA222-2, THA413, THA41 8, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths rainging from 3- greater than 2-9116", THAC422, THA426. THA422-2, THA416-2 118" to 6-118" and heights ranging from 4-SW'ta 15-314"- 16 HWP series hangers Top flange hangers available In widths ranoing from 1 -9115" to 7- 12 THA11,81122, THAl2.0&22, THAl2 1122, THAI222, THAI322, THA13522, THA1422 Adjustable Truss Hanger Sized for Waists, Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging frorh 5-31&'to 28"� C) 13 THAL42, THAP422 Skewed Trurs� Hanger double 2X and 4Xmodels; only acute flange * concealed. 17 HWPH series hangers Topflange hangers available in wdths ranging from 1-9116'to 7- C44 14 THJA26, LTHJA2Q. LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU28-2. HTU2a-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5-316'to 32". 15 TI­JM2-4-SDS3, THJM2-5-SDS3, THJU26, THJLI2!i5-W Multiple Truss Hangers 9 HU, HUC series hangers Face�mourrt hangers available in widths ranging from 1-9116" to 7- 16 ITS series hangers Top flange hangers available in widths ranging from 1 -9/16" to 3- 00 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-716'to Concealed flange 518" and heights ranging from 9-116'to 16'. C= :L 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 1-9t16" arid heights 15 VFCR ValleyTrusS Clip greater than 2-9116". ranging from 5-318" to 7-1141�'. CM 10 HUCQ1.6119-SCS, HUCQ1.81111-SDS, HUCO210-2-SDS, HU0021"-SDS, HUCQ310- Face-mourit hangers 20 JBA series hangers Top flange hangers available in Wdth of 1-9116'and heights A) SIDS, HUP0410-SOS, HUCQ412-SDS, HUCQ5.25ffi-SDS, HUCQ5.25/11-SDS, HUCQ610- ranging from 9-3116" to 13-118", SOS, HUCQ812-SDS > J, 0 5 C - 0 A Lij EZ= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3"20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12PAO�2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1MO/2020 Simpson Strong-Tie202O FBC Approved Products Updated I 2M/2020 For direct Inks to ad SST approvals listed below, CLICK HER C= For dreot links to all SaT approvals listed lbelovv� CLICK HERE For direct Inks to all 8-ST approvals listed below CLICK HER For direct links to allSST approvals listed bolwe, CLICK HERE For additional information regarding FIcxida5 Statewide Product Approve] System and Miami-Dad5 County Notice ofAt:ceptanco (NCA), LL&LUZU. For additional Information regarding Florida's Statewide product Approval System and Mignio-Dade County Notice PfAcceptance (NOA)..��. For additional informadon regarding Flcrida�5 Statewide Product Approval System and Marni-Dade County Notice of Acceptance (NOA), ZL]jQL=. For additional informabon regarding Flordas Statewide Product Approval System and Mistni-Dade County I of Acceptance (NCA), LLJQKJJ". 21 LS series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-R5 18 5fLBV1.56, SILBV1.81, VLBV2,06, SILBV2.37, SILBV2.56, SILSV2.68, SILBV3.12, Top Flange Joist Hangers 5 5ET-XP Ad hesive Anchor for concrete ranging from 6-318" to 15-1/8", SfIUBV3.56, &LBV3.62, SILBV4.06, SILBV4,12, SiLBV4.28, SILSV4-75. SILBV5.50 6 Strong -Bolt 2 (STB2, STB24SS, STI32-6SS) Strong-Bolit 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sea # Product Model, Number or Nam PEgiduct Description 19 VLTT20, S/DTT2Z, SA-TT14, HTT4, HTT5 HQldmvns steel and Types 304 and 316 stainless steel ranging from 9-2415" to 1 HHUS210-3, HHILS210­4 Joist Hanger �O SiMST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THO-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSM Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3.. LEG5. LEG7 series hangers Top flange hangers available in widths FangJng from 3-114" to a- 2 HR56, HRS5, HR812 Shrap,TleF 21 SP4,SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 7A" and heights ranging from 9" to 33-112'. 3 HUCQ210-2-SDS, HUCQ210-3-80S, HUCQ310-SDS Joist Hanger 22 SSP,DSP.TSP ft d Plate Ties stainless steel, or with countersunk head in Carbon steel and 24 MEG5, MEG7 serl" hangers Top flange hangers available in widths ranging from 5-114!'to 3- 4 THGS2. THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainle� steel U) 718" and heights ranging from 9" to 32-1 /2'� 5 THGQ2-SDS3, THGQ"DS4;5, THGQH2-SDS3, THGQHS-SDS4.5, THGQH4-SDS6 Joist Hanger 24 T9= Truss Brace Diagonal 8 Titen 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"W 5- 6 THGW.3-3, THGW$-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, TI-fDB371 68RH, THDW212RH, Then HID Threaded Red Hanger for Concrete L. 118" and heights ranging from 9-11,Vto 24" THD50234RH, THD10212RH) 26 PF; PFB, PFDB, PFO$3 series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from3-3/8" tc)7-1116", FLtkt 1473-1 FL#13904-R (D 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in kMdths ranging from 1 -91113" to 7- Sea 0 PrQdud Model, Number or Name Product Descrintion Sea 9 Product Model. Number or Name Product Nscd= FL#162MRS liT and heights ranging 9-114"to 32". 1 DE-FAL20 Double Embedded Truss Anchor I CCQM3.62-SDSHOG, COQM4.62-SOSHDG, CCQM5.50-SDSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.L32-SDSC. CCTQM5_50-SDSG, CCCOM3.82-SDSG; CCCQM4.62-SDSG. S_# Product Modal. Numbe r or Name Product Descrintion 3 H18, H15S, H15-2: H16-2S HurricarieTie CCCOM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#1108W-115 4 HETA112, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 KCLQM3.62G-KT, ECCI-QM4.�32G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET.HP ET -HP Epoxy Adhesive for mason ry 5 HETAL12, HETAL18, HETAL20 Embedded Truss Anchor ECGLLQMD4.62G-KT, ECCLLQMDI,.50G-KT. ECCLRQMD3.626-KT, ECCLRQMD4,62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesivefat masonry Sea # Product Model. Number or Name Product Dew d= 6 HGAMID, HM9 Masonry retrofit connectors KT, ECCLRQMD5.5OC3-KT 4 Strong -Bolt 2 (STS2) Strong -Bolt 2 Wedge, Anchor for masonry 4­0 (D I ASA44: ABA441R, ABA46, ASA46R, ABA86: ABA66R Adjustable Post Base 7 HHETA16, HHETA20, HHETA24, HHE-FA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7,00, HGUM7,25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ASU44, ABU44R. ABU46. ABU45R. ABU5.5, ABU54 ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3.SDS2.5, LGT4-SDS3 GirdarTiedown 4 LGUM26-2, LGUM26-3- LGUM26-4, LGUM28-2. LGUM28-3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 6 Titen HD (THD-H46S. THD-H6SS, THD-CS6SS) Titan HD Heavy -Duty ScrewAnchor for concrete available in 304 ABUBBR, ABUIGIO: ABUIGIOR, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steelwith 3 ABW44Z. ABW44RZ, ASW46Z. ABW46RZ, ABW66Z, ABW86RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor Strap Tie Masonry 5 MBHA3.1219.25, MBHA3.12J11.25, MBHA3_56f7_-25, MBHA3.5619�25. MBHA3.56111.25, MBHA3-5611 1.88, MBHA3.56114, MBHA3,56116, MBHA3.56118, MBHA5_5G(T25, MasonryTop Flange Beam Hangers 7 Titen Turbo countersunk head. Tken Turbo Anchor for U) 4 AC4, A041R, ACE4, ACB, AC6P, ACE@ Post Cap 11 MSTAM24, MSTAM38, MSTCM40, MSTCM6O for (TNT) Screw concrete or masonry 5 BC4, BC46, SC4R. BC6, SC6R, BC5. BCS2-2/4, BCS2-3ffi Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry M13HA5.50M.25, MBHA5.50J11.25, MBHA5_5Qf11.88_ MBHAS.50/14, MBHA5..50118, 6 C1344, C846, 0948, CB68, CB88 Embedded Column Base MBHA5.50118 cz 7 CBSQ44-SOS2, CBSQ4&�SD82, CBSQ6l3-SDSZ CBS086-SD92, CBSQ88-SDS2 Embedded Column Base 6 MBHU3,6619.26, MEHU3.56111,25, MBHU3.5elll.58. MBHU3.6W14. MBHUS,56116, MBHU3,5611B, MBHU5-6019.25, MEHU5.50111.25, M13HU5.60111,88, MBHU5:6Ofl4, Maeurify Beam Hangers FL#IM7-R3 > 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-14' to 9-112" and FL#li49G-R5 W2 ranging from 3-518" to 7-112" MSHU5,50116, MSHU5,50/18 Sea X Product Model, NUMJ*r or Narne Product Dourintion CIO 0 9 CCO-SDS2-5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9-1/2'and Sea # Product Model. Number or Name Product Description 1 X340101 8-W XIS1016,Xi S1 0164K XCIS-1018, XQ1 131 016-4K #tC-16 Strong-DriveX Metal Self -Drilling, Tapping Sc(emsyvith #3 L_ W2 ranging from 3-518" to 7-1 t2" 1 OTTIZ DeckTension Tie Drill Point > 0- 10 CPT44Z, CPT66Z, CP7S8Z Concealed Post Tie Base 2 HD12, HD19 Sorted Holdowns, FL#0975-116 2 XLQ1 I 4TI 224, XLQ1 14S1 224-2K 412-24 Strong -Drive XL Large -Head Metal Sol -Drilling, Tapping 11 12 EPI EPB44, EPB46, EPS66 EP84Z Embedded Post Base Embedded Post Base 3 4 110313. HD56, HD7B, HORS H�74, HTT5, HTT5-314 Boltecl Holdowns Tension Ties Seg # Product Model, Number or Name Product Description 3 XMQ1 14SI 224, XMQ1 14131 224-2K Sorews with #5 Drill Point and Large Diameter Hex Mster Head #12-.24 Strong -Drive XM Medium -Head Metal Self -Drilling, 0 < 13 LtS44, LCB66 Embedded Column Base 5 LTT1 9, LTT20B, LTTI31 LightTernsion Ties I $DW22300, SDW22338, SDW22438, SDW22468., SOW22600, SDW22600, SDW22e58. Stong-Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Scrovvs with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCSZ Light Post Cap SDW226S4 4 XQ11 4S1 224, XQ114B1224-2.5K X1 14SI224, XQ11 2SI224� X01 12BI224-2K #12-24 3trong-Drive X Metal Self-Urilling, Tapping Scrows with #6 Drill Point is MPB"Z, MpBaez, MPB88Z Moment Post Base 2 SDWC15450. SDWC15600 Strong -Drive SDWC TRUSS Screw 16 PSM, P844R, PB46, PBW, PBOOR Embedded Post Base FL#1 3628-]R� 3 SDWH193OODB, SIDWHIG40009, SDWHIOGOODE. SDVVH19800DB, SDWH191000DB Strong-Drivo SDWH TIMSER-HEXSorew 5 XU34S1 016. XU34BI 01 6-5K #10-16 Stro, ng-Drvo XU Metal Self-D riling, Tapping Screws with 1T PBS"A, PBS46, PBS68 Embedded Post Base 4 8DWH274COG: SDWH27500G, SDWH278DOG, SDWH271000G, SDWH2712DOG Stiong-DriveSIDWH TIMBF=R-HF-XHDG Screw #1 Drill Point 18 PBV61 PBV10 Round Post Base Seq# Product Model, Number or Nam Product Description S13 Anchor Bolts 5 a SDWS16212, SDW-SI6300, 9DWS113312, SDWS16400 SOWS19600, SDWS19712, SDVVS22400,SDWS22500:Si:)WE22512, SDWS22600. Strong -Drive SOWS FRAMING Screw Si SOWS TIMBER Screw Grade) 0 19 PC44-16: PC46-18, PC4B-16, PC64-16. PG66-16, EPC44-16, FPC4r,-16, EPC418-113, EPC84-1 6, EPC86-1 6 Post Cap 1 2 SB5/8x24, SB5r/8x24­931x30 SSTBI 6 SSTB20, SSTB24. SSTB28, SSTB34, SSTB36, SSTBI 6L, SST1320L, SSTB24L, SSTS Anchor Bolts SDWS22800, SDW$22900, SDWS221 000, SDWS221 1 OC, SDWM1 200, SDWS221 500 I 9-Drive iIntertor 171-05320-110 20 Pc4z_. PC41R2� PCaZ, PC8RZ1 PC8Z I PC8RZ, FP04Z, FPC4RZ, EPcaz, EPCBRZ. EPC8Z, Postcap ssia,28L 7 SDWS223OODEL SIDWiS22410008: SDWS225001)8� SOWS22,50ODB, SDWS228oODS, Strong -Drive SOWS TIMBER Screw (Exterior G rade) EPG8RZ SDWS2210000B Sea # Product Model, Num bar or Name Product Description 21 PPB44-4Z, PPB44-6Z Postsase 8 SDWS22312DBB, SDWS22512OBB Outdoor Accents Structural Wood Screw 1 D.SSC943.5: D,9SC046, DSSC1348, DSHS Bypass Framing Drift Strut Connector 22 RP8Z Retrofit Post Base FL#J 3872-R4 9 SDWS2730OSS, SDWS274QOSS, SDWS2750OSS, SDWS2760088, SDWS2780OSS, Sirrong-Drive SOWS TIMBER SS Screw 2 FCB43-5, FCB45.5� FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixod-Clip Connector SDWS271 OOOSS. SDWS2712006S 3 FPHSD34SIO16, FPHSD34B1015, FPHS034131016-SK, FPHSD34S1214, #10-15and#12-14 Stnong-Drive FPHSO Framing4o-CFSSelf- FL#1 08"-R5 See] 2 1 Product Modal, Num bar or Name CMSTI 2. CMST1 4, CMSTC1 6, CS1 4, CS16, CSIS, CS20, CS22 Product Description Coiled Straps 10 11 SIDWV13400 STN22 Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex.Hamd Washer 4 FPHSD34BI214, FPHSD3481214-5K LSFC2.23, LSFC42a, LSFC6_25, SFC2.25. SFC4.25, SFCO.25 Drilling, Tapping Screws, Steel Framing Connector L) M 2 HR% HRS8. HRS12. FHA6, FHA9, FHAl2, FHA118, FHA124. FHA30, MSTI26, MST136, Straps97 mil (12 ga) 5 LSSC4,26, LSSC6.25, SSC225, SSC4.26. SSC6.25. MSSC2_26, MSSC4.25, MESC6.25, Steel Stud Connectors $act # Product Model. Number or Name Product Description M8T148; MSTIBO, MST172, SIMST27,,SIMSTS7, SIMST48 MSS04.26KW, MSSC6,25KW < 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS$DC Heavy Twist Stro ps FL#15363-R3 6 RCKW3, RCKW6,6, RCKW7.5, RCKW3S, RCKW6.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTASO, LSTA38, LST149, LST173, MS-rAg, MSTA12, Ii MSTA18, MSTA21, MSTA24 Straps 43 mit (18 ga) 7 SCB43.5, SCS45.5, SCB47.5, SCB49.5, SCR411.5, MSCB45,5, MSOB47.5 Bypass Framing Slide -Clip Connector 0- 3 GH46-�5, GH46-8, GH4M, GH48-8, GH41 GH410-8, GI-166-6, GH86-8, GH6aA GH68- Girder Hanger 5 LSTA9. LSTA12, LSTAI 5. LSTAI 8, LSTA211, LSTA24, ST292, ST2122. ST21 15. ST2215 Straps 33 mil (20 g a) Sea X Product Model, Num ber or Name Product Description 5 SCS32-5197, SCS62-15�97, SCS02-5/1 18. SCS82-5/1 18 Bypass Framing Connector -0 8, GH610-6, CH610-8 6 LSUBH3-25, SUBH3.25, MSUSH3.25 Bridging Connector 1 AS 18, AS 1885, AS 1880 118 ga. Truss Plates 9 SCW3.25, SCW5,5 Head -of -Wall Slide -Clip Connector 4 GLMA, GLB5B, OLB5C, GLS51), GLB7A, GLB7B. GL67C, GLB7D Glulam Selaring Plate 7 LTP5 Lateral Tie Plate 2 AS20HS 20 ga. High Strength Truss Plate 10 SJC825, SJCIO.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 OLST512, GGLT812, 01-11TS-18, GSLT616, GLST520, GBLT620 Glulam Bearing Platei 8 ILTS12, LTS16. LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSS3.518 Bypass Fram Ing Slide -Clip Str ut Con nector e HGLHA, HOLBB,.HGLBC, HGLBD Heavy Glulann Bearing Plata 9 MSTA30, MSTA36, 5T6215, ST6224. $T9, STI 2. ST1 8, 5T22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 Q a) 4 ASHP Hinge Plate Con nertor 12 XLSH34131414, XLSHT8131414 #14-14 Strong-DriveXLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT.3, HOT-4 Heavy Gird er Tiedown 10 MS7C65, MSTC78. ST6238 Straps * mil (14 ga) Screv�rs LU 8 UPP110-SIDS3 Universa I Foundation Plate 11 MTS12, MTS18, MTS18, MTS20, MT830, MTS24C, MT830C Medium Twist Straps 13 X01SIO16, XQ1B101&4K, X01S1214, XQIB1214-3.SK, XQ78S1224, XQ78B1224-3K, 910-16� 412-14 and#12-24 Strong-DriveX Metal Self-Drillirg, 9 URFP Universal Retrofit Foundation Plate 12 S/131.56, S/01,81, SiB2.06, S1132.37, S/152.56, SIB2.6&, SIB3.12, S/133ZI3; SIB3.62, S184.06i Top Flange Joist Hangers FL#15730-R4 X011 4SI 224� XQ1142122,4-2,5K, XQ1 12S1224,XQ11291224-2K, X04131016-51K, XIS1016, X1 810 16-41<� XISI 214, X1131214-15K Tapping Screws < (D 13 51134.112, S1134,28, S1134.75, S/B5. 50 StBA2,12f8, SIBA2.12/104 S/BA2.12f12, SIBA2.12114, SIBA4.18/8, SJBA4.18110, Top Flange Joist Hangers Sea # Product Modal. Nurn bar or Name Pro -duct Descriotion Z SfBA4.18112, SIBA4,1$114 1 ET -HP Adhesive Anchor for concrete Z 14 &H1A HurricanoTie 2 GAC. GDP, GDPM-60. GOPM-75, GDPM-100, GDP$, GW-Co, GW-76, GW-100, GTH Gas -actuated fasteners and assemblies 15 SMD8S, S/1-10813, S/HD108� S/HD10B. SIHIASS, SJH015B Holdcwris 3 POPA, POPA-K, PDPA-MG, POPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies 10 SIHDU4, S/HDU6. S/HDU9, SIHOUI 1 Holdokiiins PDPAWL-MG, PSVL3, PSVL3-K, PCLOPA, PECLOPA, PTRHAS, PTRHA4 17 SNOT, SfHJCT Joist Hangers 4 SET-3r. Adhesive Anchor for Concrete SHEET NO. P'A 102 MIAM, D=AIDE FFM! FGT hylusbim Lidt FGT11nduRtHe.%1nc. U) > 0 L L_ 0 PGT1ndustdrs.11nr Q) 0 _CEPTANCE CF SX.TRMUTED "T%CE OF _ENWEN N' 0 11 C E kC C E P T, N C - E E 17 MY, NC E _SU B N ff r 1E. D co -0 Z"ARTUM (WR.EGU1ATM.Y A".EC-0_W0WCilKX9QMC=0") Florkb.:33175-2,M BQARDA"C4=KA=nWSTRAT[1Wl)rV1sWN TV36)315,250 Ft7�315-430 NOTICE OF I&CCEPTANCT ETVMENCE SUBMITTED. SS IRAIN D. QUA=A WE 0 U) -cu . WWW_=0MW*" .NL0T10E,QFACCFPrANCE(_N0A) _X 1. Exideace submWed under previousINOA A. DRAWINGS B. TESTS (continued) 5. Test'reportion I)AirIvf&rAfimTmillM!rLM,,W202-94 L L Miami Dade Departarat of Regulatay aod Ewmmc Resouices OMR)_ Cn a) -0 0 -0 -a C: 2 w 0 0 FGTIRJE11"jes DWL 10 70 lethadMr Dibm Narth-Venke, FL 34275 (Snbatifted under)VOAlVa 11-0107.04) 2)U n ifonn Static Air PRssme Teg, per FBC, TAS 202-94 1 MATER LAL CERTMCATIONS LL scom. 2- Drawing No. 3-M-55 70. 0, titled z-Vm-yl Sliding Ghm Door N OA 4W, sheets 1 3) Water -Resistance Test, per FBC, TAS 202-94. 1 - Notice of Acceptance Na- 1 -"528.14 LRstied to Vision Extrusion Ln7nited for their .0 0 -4-0 M -ffii&NQAisbemginued­mmdff the applicablendesandregakhm governiag use zons turer, thropgh 21 of 2 1,,prepared by manafw dated 40t511 5, with revision A dated -rFBC, TAS 201-94 4) Large Missile Impact Test Im -1VIdte Rigid PVC Exterior Extrusions for Windows and Door�'. dated 0&13/15. 0 > -0 E docummt*onsubm tftdb�ftbmnye-v-imMmd=epted-byhfiami-Do&C-m�R E R _Product Control sectionto 04105117, 4gned and sealed by A- Lym Miller7 P.E. 5) Cyclic Wind Ptiesme Loadmg1per-FlIC, TAS 203-94 OqAring M 09JW19� U) be used in Mann0ade . Co=xorai3do&uweaswhae*Umedby*e.AUffiL. , ari1jrHw,,wgJJwis� (AHJ)_ 6) Fowed Emy Timt, W FBC, TAS "2-94 2. Notice of AcceptanceNo. 16-02 0.08 issued to Visin Evnision Limited fef their 'I'E U) co NOA.shalljaotbe�v2fid aftrthe ex*i* Ae miami WoductC="& -=date_st&tedbe-1vw, 13. TESTS abug with=& awmgsard mstzkatwu diagcOm aftinyl Im do"� prepared -ed--up fiding g 10� -fan 2,02 and lighter Shades (Non -White) Rigid,PA'C Exterior Einusims for (kMiamiDa&QmnUy)xuVoe(heAW (inwmo*mlhanMm=DadeCmnty),reserve the right to have this Premwe Test, per C - L -Test repoit on 1) Pnifo= Static Air FB, by Famstration Testing Inc, Test Rqmd No- FTL &49, dated I 1M45, signed 2ad L* 9 12( oTking. on, 1129�21_ 'WindowsandDeoiC dated 6&q6, product orinabefig kz*d f(i qmW &=rawepaToses- if *ks prodixt or watezialfails,to, perfamin the a cceRted 2) Large NEssile Impact Test pff FBC,_ TAS '201-94 w2led by Idahnis Ortega,, R E_ (rest report wAsed on 12104115 and 0211 lfl 6) 3. Notice of A ccept ance No - 1'-"528.15 iss� to -Vision FjdnLaian Limited for thtir -Brown uumnkr,then=aoudumwM.krw,theexpeow,of suhu!stkgan,dtheAIU=Yi=uediawlyttvoine, =odify-, o-r 3) Cyclic Wind Pressum L oadingp&FW,TAS 2,03. 6 Test repott on 1) Atriff&rat= Test, per FBC, TAS 202 -94 Coated (Fainted or Lamhutted) N%Ike Rigid PVC Exterior Extrusions for suspend thie. use 6f-svch pfaduct or, materW within their' diction. RER reserve� the Tight to zevola- this IBM I along with. da-wings, and inkallation di;kgtam-bfv`='y1. slidiog1gla%, dw. -prepared 2) Unihonn. Static Air Press= Test, per FBC, TAS202-94 WhAows and Deals-, dated 08/13A5 uEpuiliog (MLO-G130119- acceptance,-if -it-is deftm*med byNfiami-� C Product Contml Section that this paoduct cw matetial fails,to nwe3 ihe nq, of the %*h,=bk_'bw1di-bg C`04& wremeat by f=zM=*m Tcstiq g LAb, lur-, Test Report No. FTL M7,, dated 12&)q and: 3) WaterResigame Test, per FBC TAS 202-94- 4 Notice 1"7U.02 imued tGENERGIFtnestzatitmSolutions. USA,. Thisproduit appmedu&sdibedhemikandlimbeen desianed to cm4Ay withL the Florida Buil&ng Go . de� sealed by Idalnis OdMa� R E (rest feW revised� on -02A 5116 and a2,00) 4) IaW Missile Impact Test per FBC, TAS 201-94 Inc,. fbr-their"TAIN3040 and Lighter Shades (Non -White) -Rigid-PVC Exterior " inek� thi� High V060y H=kane.74ni- per 102 2,� 1�rqivtton l)AkIAfiftri5=Tes:t__ FRC TAS2 5)Cych Ond-PfesswLoadingper FBCTAS 203-94 V Extrusions for Windows and Dem. - expmag on 2dD4121 d9ed 00/15116- 0 DESCRIMON: Series*�M70027W'VinylSfidkg Glass Dobr (WinfawJ)w1wo9*& I&S-to"w�-L-VA. Per I) Unif Ak Pressure Tesk FBC,.TAS 207244 aim Siatic , along withmarkrd-up dim-ings and inst.-Ahtim diagram of vinyl sliding glass, dom-prepared Notice of Acceptance No- 1"712.04 L-,%W to ENERGI Penestration.%lutions USA, "Bronze A"KOVALDOCUMENT: DrawiugNo-ND-51-;70.DRevRided"V-mx)I SlidingGlassDoorNOAg-N47, shwt 3) Water Regsf=w Test, W FBC, TAS 202-94 4) L1.%F1 Mir�jmpact Test per MC% TAS 201-94L by Fenestndion Testing Lab, Inc Report No- FTL 9552, dated l2ffi4q5, signed and Tea, sealed by-idahris ootv, P, F_ (rest report wvised ca 02115=6) Inc- for their and Lighter Shades of Cap Czated Rigid PVC Exterior Extrusions for W-adows.-and Dow--s".dated 09/1546- on 04A620. 1 d2fou& 24 of 2 1, proparedby mam&cwrer, dated 10/OY15 and tmt revisedon 02101�2 1, signed and sealed -by. 5)C� Wind Aespare. Loading M FBC7 TAS 203-44 T Test -repW on 1) UniftmStatk Aw Fmsme Te9L per FBC, TAS -102-94 6- Notice of Acceptance.'Nb_ 16-9712.03, isnwd to ENERGI FtLiestrati*n Setutiom, USA, A. LyriiMiller, P.E.- bearm9th�-Mi;a�-DWeeomtyWodud4ContrdRe,6isi6:a�stampwiihthei9,DtiCeof 6) F=M Entry Tiest� * FBC, W_ 20294 2) Large Missile In4mict Test per FBC, TAS 201 -94 Inc- for their "White Rigid PVC ExteriK- Extrwdons for Windows and Doors- dated AcceptaacenUMber and Wpiration 4.Ae bythe� NfiaWj­D4de C4twty rrodnCtL ContralSection. aloog withmarlmd 'up dritwiags and ing--fflation dugram ofvAd sliding gkm dom pwPard i) Cyclic Wmd Presswe Laadingper'FBC, TAS 203-94 081IG/1 7, Wiring on 02M 8- z AIISM beACT RATWG-. Large and Sn" Wksb InWaaRmiftnt byFenntiatim Testing Lab, Inc, Test Relkat No- FTL dated -1 1AW157, *ied and along withmmked-up dmwing and inst�n diagram of vinyl. shdipg glass, door. AV2md 7. Teo reportsNo(s). 10-W2-7"A), i"&M0527, J535753-09, pa,ASTME-K sealed by Id2kniS 0ftCga,,P_ E_(TeSt MpQltlt� OUDIAW.16 and nljrAlb) by Fenestratim Testing Lab- Inc., Test Rrpod Na FTL 6638 (samples A-1 tlnu A-22� dated ASTIM 1929 and ASTND-63 5, issued by EXOVA to V-1sim Extnnion for celilosic ,I- See tabLe I (sheet.Z).and table 2 (sheetD forapplicable SGD unk size& design prftswes,, Oass mwa, sift:riseo;Pe tables 14-1 reqmvaienls iwl I ftu 16- 3-- Test vqmton 1).4irle*ntionTmI., per FBC TASM-94 11/1911-0� *xd and sealed b -C-auw.,P,E-(SribmWdunderNO.4A7*.Il- �y.JciggA compositt materw�, 2. Rigid Wbi;eFVC,,T4n (Non-wbite) RilodPVC �uallrovm coated(Paintedorlatnin.04 V&ik_ Rigid FVC to be 2) thffoon Static Air Presmue Test, per, FBC, TAS V2�4 010A (Subm Wed under. 70 -1 AT& 11-91#7 64� z 3) Water Resistance Test., per FBC, TAS 202-94 8 Test repoet on 1) Air Infiltration Test� per FRC, TAS 2002-94 8- Notice of.Accc:ptance No. 14-0916.11 issmed to Kurzay A=dca., Inc- far their 3. Egmsa operabledoms.must cowlAy wroh min elm wuhhor bm_*t perFBC fequntmatit, asapplicAle- 4) Large Missile.Impact Test per FBC, TAS 2.0144 2) UnifomStatic Air Pwss;use Test, per FBC, TAS 202-94 "SeattliGlas9l (Ck-ar a -ad White) Interby-er-, z-Viring on OF7/04/18. 4. Fockttwalls umder sepwate apprmrk to be revi4nwdbyBnihhn;gof6cia1. 5) Cyclic Wind Pwq= Loading W F3C__, TAS 203-44 3) Water Resist=ce Test, per FBC, TAS -702-94 Noticept.Acceptance'No.164117.01 is�, to-Kurway�Amerkk_ Inc-fbr&eir LAZE�G: Each unit " bfwa petmauent label witkthe-uuwu1ao)m&zvzmP, orlogo, cijy� stoe and sefiesAnd Fofwd 6) Entry Per 4) 1mge Nfissile liaVact Test per FBC, TAS 201-94, 'Trosif6l't Ultracleat-, Clear and Color PNB Intalaymi-, aq&ing on 07/0849, followiAgstatement 1&ami-Da* Couayftodw Wbnw&Appro�' naud herein- along, withAmAwd 4raw- ingallaft, s .-IV wgs and on. diagram tf V 4d*l C FBC )mk Urmd Prmlre Loadingper TAS 203-94 W RF-N'EW,,kL of tha NOA b e canst daedaftern renevml applimt= hw, been filed andthffe hasbeeano by FftesUafien �skhg &547� dated 12WI5� qpxdand- T� Lab, Irw-, Test Rq)od No- FTL 6) forced Entry Test. pa FRC, TAS, M-N F. STATFAM-N IS in1h vpfir-abtebAuldmgcodetegatrwitlyaffi�otmgthepeifomxwr-eofd=pro&xt e sealed by Idalmis Ofkgq� R E.. (rest mpat fmised (M 02115116) along withmarim- d-W drawings and mstalatipn. dagrarn ofvmyl sW-mg glass door� pnared L Statemmt lett er of confonmance w ith FBC-50 E dition (2-014) and F3C-6tk Edition TERUMNAT[ON, 0 f dLis NOAwiU ocew af ter the expirafic6date or if them has be�% -a re vi'wm ior dmv �in the 4. Tmt report on 1) AirInffitralm Test, per FBC, TAS M-94 by Fenestration Tcaing Lab, Inc- Test Rqx)it No- YTL 6337 (&uVles; A- I tbru A-5), dated (20171 imed by Manufactulm dated 0&14il7m. sigmed. & sealed by Lynn Millet, P�E_ Jmo,�� use, aaObr mami mimse of this NOA as an emdomement of my orok� ,per.FBC,,1AS202_-_ 2)Ujfif3nn, Static Air Presmive Test 194 120110 signed and �;ealed by JaW AXam, R E. (SWbmhYed under, A'10.4 No. 11- 2- Statement letter of"no:fm2ndal intariest, date&W1911 7, ismmd by marrafkUm, signed -tot ftles" a&%*408,0r, complywithavy 3) Water Rrsistua T* FBC-JAS202,94 per 0107,49) & sealed.by LyrimMiller, PR 4) Ted perFBC,'TAS 201-94 1 Lettmof hib complimim part of tbe abm test reports. AD . X7ERT1S1LMMN7T:rheN0A nunberpnw_ed� bv the worids Mianu Da& Cmaty Florida, and followed bythe 5)CJ1t -'VmdPressi=LoAdmgPerFBCTAS2D3-94 C'. CALCULATIONS 4. RER-Test Proposal No- 17-0387, dated 0_905/17t sigwd by Isbaq Chanda, P�E_ expntb=dateAWbedhV1ajmdin advmrtmngYd=kve_ If anyportmueftheNOAis, display4 then it shall be 6) Famed Ehhy Test, perFBC, 1A5-:?_02_-A1 L AnchorvedficAt' calcalat' and.stractural analysis, corrobring wi&FBC WR WW -2014, 1�_M iweztire�. along with maiked-up drAwings and inst:21lation diagram oftinyl sliding glass. door prepared prepaired by PGT.- dated 12109r '15apdbowAsedou02A5116 signedandsieakdby Q OTE11R. LNWk-1�07N; A copyaf &is enfue NOAL shaUbeo pmVi&d Inc_ T�*:�R No qxxt Fn 8W_ dated 11fM1 1. signed d by Fenea—mt=' TM-ting Lab- an Awh=yl.MUerPE(SzibmhWiRn*rNOAA70-1512100�� 11L Notice of AcceptaupeNo. 15-1210.01, iss;aedto PGTIadwfties, for dwir Series iballbe available-ffir in� �-at theich-site at -the request, of QteBui1di%,06viaiJ_ sealed by Idalmis Ortego� R E. (Test rqioft revised, mZ1,0444 -and 02IM6)- 2. Gbzing tomplies-with ASTME-1300-W- �557-0127770" V, lnvl Sliding Ghm Door (Reinforced) - L ex 22L, piring on 044V This NO -A riwises & rene ffiispige I mdev page's E-J.. E72, E-3, E-4, 15"7 00 C= E-5 & F_-6 as well as approval document mentiozed abm*_ 'fhe, j&j, 1, �7 q F. bkaq�L submitted documen-1ation wai reviewed by. Idaq-1 Chanda, PX_ Product Contrdl Ulvit Superiiso�r Prodact-Co�trel Vait Saper.A�i Product CoutrolUmit Sup,-ni"r Lo NOAL NO, '.j,_@j9!5M -NONNo. n-0:0--i" Na. 11-01,05.0 NOA No. 213-420643 -C txpivatiouDit I -ki, AjK014, . In , 6 Uptrad4zkDzlet jA&flj4,.j1§r- f Expirmficulhuq AprA14,202f Nft� '34ait 14,1i!6 -4prov-stbate.1firrh Appravolbaw, kfar&25,1011 Awaimil Daq*.'� March 15i 24,21 Approvil Dat�: Xforch lvt�2011 'Fag* I IE -1 -E A 7 L -3 0 C.) W.IT 1"Ustlie's, 19� C(A'Wmdows and Doors, bK,. PGT11whmtdesj Inc. r- NOTICE 01FA1CCEPT_4,_NCE ;ENIDENCESUBM[TTED NOTICE OF.14CCEPTALNLCE: EN-IDENCESUIMTTED, N-0-11CIE OFAL 0 LU 2. ETIdence, Subliziftid uaderpmrions:sublilittal E MAT-ERL4LL CERTM4C_ALTHM (Continue) 3. NewExi&nce Submitted. 5. QuanexPart Super§gaLer Stitudaril complying withkSTMC518 Uffinal CondWivity I& DRALN11NGS O�881 -BTU­iW lr.-ftz--F� ASIM IF 1249 WVTR­Pass,-AS`IM D3985,'OXyVM_43�ass�,ASIM E A. DRAWINGS 1. DiawingNo. MIP-5570.0 RevB, tifled -Vinyl Shdmg.Glm DoorNOA (I.W, sbeets 21901 G_ Durability -No Tog -Pass- (SmbmiWd nriderpmiamskVO-,4.sVm:,lM4#9.'&S) 1. Drawing No. MD-56W.0 Re� B, tided --Vinyl Sliding Glam DowNOA (LW, sheets I I tbrmgb 21 of 21,-pFepared byinanufacturer, dated 1OV05115 and last revised�on dmigh 21 of 2 1, prepared by matrufachmer, dated 10/05/15 and Int -revised on OMI 12 L 04022120, signed and sealed by A- Lynn Miller, RE- 4. QuancK Part Dura cmnpbring with ASTM C51 9 ThernW Conductivity, 2 -22 BTU -in' -IM #ped and scaled by A- Lynn Miller, RE- br -ft---F- AS-IM F 1249 AYIR-Pass, AS-IM D 1434 Argon, Pemv=ce-Pass, AS E Note nm reVision consists rephcemertt of same t3dsting, hastallation. Screw with flat head- B. TESTS 211,89 LG_ DurAbility-No Fog, ASIM E 540 Dew Point Deve1ppinent -20'F in- 48 br& 1. Test tqxxts ow 1) Air Infiltrat un Test, M FBC,. TAS 202-94 (Su&vtft&d under NOA No. � 15-640-4. 05). B. TESPS 2), Unfform StaticAirPiessam Test, LoadingperFBC,TAS 202-94 7- Vision Exfiitnms� Ltd_?affs complying with PVC-AAMA 303-13, Voluntary'Spedificatton None- 3) Water Resstance Test, per FBC, TAS 202-94 for Rod Polyv�yl Chloride (PVC) Exterior Pwfiles futVisim E&mnons, Ltd_-VEX-1 by 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA. Fenestration- E xter i Proffic Ctrfificat ion Progr&m (Subffihbod nudr NOA N& 1 cm, CALCTLAITONS E 5) Cychc Wind Picssure Load4per FBC TAS 203-N . I � I . 04 K #�)� I_ None-, along with = 0 md-up *a%vV a nd in stallat grani., o f all P GaT Industries, Inc 8- Vision Extm W-WI Ltd� Parts complying with PVC-AAMA 303 -13, 4­4 (1) fqweswtative imits lWed below andtestetitoqialify DowsA791 aadDowsil 983 Wkeum (Subw1*4 under XOA No.11S-0400.6s) -fdr D. QtT-U = A�SM. A. NL 0 E (1) prepared by Fenestrition Testing Laboratory, Inc., Test Reports No-- 9-' PVC-AAMA 303-13, Vbb=aiy Spe�� Rigid -Poh-vkyl Chlof& (EYVC) Exterior Profiles for Vmm Extrusions Ltd -VEX-1 by AAMA Ftnestration Eidrwr Ruft 1. Miam I i-Dade DWatinent of RMulatory and Economic Rewurces C_ YTI,7897,PGTPW5520-PVCF=dVJ-mdow(wtd 6improposal), d"09,103114 IFTL-20-2107.1, PGT SGD780 Alumim-kin Sliding Glass Door (unit 7 k propm� FTL-20- Certification Proglam- 2107.4. PG-TCA740 AkwL Outsw CAWMew Wiwdow Una's iaprop I osal) FIL-2'0-, X Notice of Acceptance No. 18-1217.14 imed to Emp Fantraftm Sohztkffl� USk 1:ac- for E� ALATERLAL CIRTMICATIONS. 2101.1, PGTPW7620A Ab=inumI`hmd Wiridow(unit 9 in proposal) an-d'YTL-20-2107.4, lbeir 'Tan 3040 & H& -shadv (Aon-wW White Rigid ]PNTC Ex*1rJqr Ex"Aaut for awe I- Notice of Accept �w 1"sm.42 iwxd toKurarky-ABierka. lmc.frof dwir "Trosifoll > PGTMQ0AAkvjm=Fhced Window(unit 10 inproposal) datedO7)13M. all signed Wkdow-s and Doors7, egiAftg: on 02A4)21 Ulft-adear, Ckar, and Color P`VB GbmInterfaverC eV=gon07W24_ 0 sealied by Idalmis Ortega, PJE- 11. Notice of Accqftice No- 18-0122.02 kvj-�_ to Enffgi Fearstratim Soh&m, USA, hicr for 1. Noticeof AccqAance No. 17-080&02 issaled tcy]KurwayAmerica, lar.:fortheir CL Om series -Ml&e Rigid PVC Exterior Extrusions for Windows and Door�', Mking on. "Serift-yGlasZ (Clear an4 %ke-) CAms. luktbiyeri� oqwingon 0794/23- CL c. cALcuLA-HoNs --,g'- 02f2&f21 3- Notice pfAcceptanmNo. IS-410610 is -sued toVisiog Extrusiovs,11milted fbttbeir�.-`Brows < L And* veriftwation qk*-#iid0s and tarA with F9,C 7­& At for 12- Notice of Acceptance No- 2"203.03 imed to Energii Fenestration soh us k Inc- Coated O%kted ar wim f Lmainated):N igid PVC1xt#rior Ex0i orVindoyrs Edition (2020). dated W22J20, prepared by si.p-6d. and seiledl:by . -Rigid PVC their "Brouze & light shade cap coated White Exterior Extrusions and Daors7, expiriag, on 09130f24. 4­0 0 Anth oayLy_nnJQ-A�r_'P_E. Windows and DoorV, eviring on 04/1&25- -4- Notict- of AcceptanceNo- 1-8-11WIl ismied to Visim ExInniom Limited ft their smrs =3 2. Glazing cwVlks with ASTM E1300-44,-W, -12 mid -1.6. n1E ION, Tan 202 and fthrer sbiades ffon�'%Wb) Rigid CeRular PVC Exterior 70 D. Qjli �=ASSURANCIE F, STATENIENTS Extrusions for Windows and Doors-, opring, 12t29121. 0 Miami -Dade Dqmtu=t otkegulatory and Ecmaic Rmurces MM). 1. Statement letter of conformance to YBC 7A Edition (2020), dated 04e22/20, ismed- by manufactuff. sigae&2nd scaled byAuthon:yLynn Ifiller, P.E. F. ST-ATE31EINTS E. M-ATERLJ& CERTM"UONIS StaCUlfflf I-,ftff i0f DD,fiflancW intae& and, -of independert, im�,b. -marrufactuw, dated y L &atmmt kftef of coaftmaum to IFBC 70 Edition (20ZO), dated 02/01,121. is� by (3) I- Notice of Acceptance No. 19-0305-k.02 issued to Kurarar Anwrka Inc. for di& In ym Miller, P 1 04/18J20,. signed and sealed by Anthorry L­ marnifa&urer, sigord and sealed by Anthmy Lynn Miller, P �E.' U) "Tromfoff Uln-Adlear, Clear, and Color F%7B Glass Inttr1kyert" expmag on -15 a 3. ?*-ate. L*eling Agreement document -between, PGT- dated '031301 ad sig� by all 2_ Pfilvate Labeligg Agreemear.,dated G1001 bmveen PGT bdustriest Inc. =d CGI CIO 07MS)24- 'involved partim Windows wd Dom Inc., signed b y D,= M, Ruak PF-., VY. Enjoeerin& on bdialf of 2 Notkeof Acceptame NoJ7-,W&02,issued to Kuramy Aq*rkaju.g. fortheir -07)1)4)23- < -S#jattT,Gbs8 (0car and'Rhite) Gbss luterbyerf -on I CXPHmg G. OTHERS a- 3- Notice of Acce pt2nm No. 18-110&10 is� to Vision EVrusions Lhnited for their "Brown L lliisNOArev'ne.s-NGA,#17�.0420.06(PWWICGI)2adupd2testoFW20'-)-0(7*Edit!&R), G. OTHERS —0 Coated (Pahned or Laminated). Whke Rigid PVC Extei& r -EX&HADES mpifing 04)2lt2l- 1- Mik NOA mises & renews NO.0 20-042 .05 (PlAw.ACGU expiring 04,14t26, forWindows. wd Doore'. opnmg an 09/30124� 2- RERTe osals #119-1155 dated 01110 N2 approved, by bhaqI_ ChandkP�E,.espiring st prop 1. mn=t assoc;izted FL& CGI file #21-420.01, e4iriag 04/14Z26_: 4� Notice of AcceptameNo, 18-1106.11 issued laVision, ExtrusimLimited fortheir 04,114t2L W series,"NT IM Tan, 202 andrigliter shades (Noll�­White) MgM, tt"M PITC 2Ei Exterior Exhmsions; f"Wiladows and Doors7, eqiTing on 121P-9/21 z4ot.4)4 L Ckands, FJ_ PE. < �bhzq Chanda, Idlaq I CIMAaa, T-F, Product Confia thut Supemtar Product Cautiml Umit Super%�=r z Product Coutral Unit Suporrimr _N,-0A W4,21-02105.03 wox < :1.-a 20;A,�; ra-piratioA Datei. April 14,202�- EvVirationDate: Aprfl 14, lki Expirst I isoLDOtot -April 14,MU, AipproviliDal A-poroval bxti- MArth 2S, '2021 Approval Diti- Ma"k !012621 E -6. SHEET NO. PA 1.3 :::�— I I ILI ECO fr4c. ' TILLIT TESTING A ENGINEERING COMPANY -WATTFR A- TTLLIT. JR., PR ,,��,,C�It-4,4014T YL C1 Li.-Ml, W%719 PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE. July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER- Global Protection ftW_ucts LLC, 4800 &W. 51 Street Davie, Flodda33314 1. PURPOSE OF eVALUATI : This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (,9ystem ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended at leastaquivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect b limitations and conditions 2-EVIDENCE SUBMITTED � 2.1. PRQDUCT EVALUATIONTIOC�UMEINTkRED-JI. Drawing No, 20-176. titled 1120 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. 11 Tillit, Jr., P. E.; dated 0712812020. This drawing Is an Integral part OiUp,is Evaluation Report. 0%011 It A rj� 'Alk, .0"-KT,R :.. �j " o !��, ..-.,. ,;?�,, - -,,��.­`\CF '9"... I�, - - ff�-< V N " 4-S .. � '-----­���"" No 44167 "'* S L--, - ' � -71WI-204-' *.j ' * 1. _ I 1* -- :*6 / I � -0t I'.-- . I I �'P% .-C Ut- .11 � %%,I 0 1 A. � , --!.I*.. 40P.In� �` 4�1 , , , I 11,17 S ... * \110� , ,P , / , .­­11 11 M , 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 IQ; ", , ofuillililk" I I PRIODUC r E31,AL 2 22-TERT-REPORT-6: Large missile Impact and fatigue load tests were perFormed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # a6-569 dated 08/09/1996, #96-570 dated 0911 811996, #96-T30 dated OP/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and , # 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01 -09, dated March 4, 2000, signed and Sealed by Edmundo, Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. U.-STIRLICTURAL, ENGINEERING CALCULA1101il On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design Wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11103108 and 03/12115. signed and sealed by Walter A. Tillit, Jr., P.E. I MISSILE IMPACT MAISTANCE: Large missile Impact under section 1526 of the Florida Building Code, as per TAS 201 Protocol. 4. MID LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas indicated on sheets 8,10,14,15, 16,19, 25 and 26 of 26 of Product Evaluation Docurrient (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9. 10, I 1, 14,15,17, 18,19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, 5. INSTALLATION - Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 20 of 25, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 26 and 26 of 26, of Product Evaluation Document (P. E.D.), drawing No. 20-1 76. k"'JuiII411foA', , �N%,� k 7141 "N, 0 -� ­:..... /,�, ?A,­ � I 1'� .� ,/ ,� , ,9i...,�p ;k �,*::��..-`,�\CEN .,: - 1-��- , it 1� zf -, 7�- ��l 67 '- = - I - * I ^ : . S ; = . = -7i;� tl:�, STATE OF .-`T%-_f , * * - - , J-�, - " , A,' �, I" ,�� O� - - I 0 R � 13 '... - ",,$'�' " r,6--­ ... ,��\ I %', 8/0 , , I� x, � 141", W- ,0' M11110110l I I M0DUCT1YAVQ,&MQffXE'e� �- ,3 6. MATERIAL CHARACTERISTICS -A - , INO SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product rEvaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (FiI drawing No. 2U-176. 7. LIMITATIONS AND CONDITIONS OF U$E- 7.1. Shall be Strictly in compliance with General Notes No. 1, 8 thru 14, indicated an sheet I of 26, as well as General Notes # I thru 4 and 1 1 thru 1B, indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilleco, Inc. and signed and sealed by Waiter A. THIR, Jr., P.E, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. T3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter X Tillit,,Jr., P.E. (Florida License No. 44167), President of 711teco, Inc. (Florida CA-0006719). ,I,,JITIlIuH1I1PI,,,A ,0,';j�, N - T14 e S. -0;,� . .1%, " .....'.." �Y;N J,4�,�. - -, � . .,,\,0,ENO9 `. �p S . - e .., il" , - - - ,----­, Z : . , I I ` No. 44167 -� '* S - -- .— * .. = ' : 3 , . STATE OF ,, 41,,cff 5,4�,�- � -- -. 1, . _, ­.- / / - - - F, ,, �- - V", S Or... :�, ,�*- 40RID ..", . - .- N , ,P, - ��� I,r,;, S/0 ,�� '001if"NAIL, , 1111110010 WAT'iLl. D;lT1LTFCOAnMONRECGRDS%P. E. REPORT.20 % (31,08AL PROTECTION PRODUCTS, LLC!i 20GAGE GALVANIZED $TEEL STORM PANELk DRVVG # 20476� REPORT# 2"728.01 1 1 - I I L I ECO iNc\ TILLIT TESTING Q ENGINEERING COMPANY - ------ W-kLTERA. TMIJT, J&, PY, flltecQ@aol,coTn PRODUCT EVALUATION REP Ff. Z ' U­ N� 44167 F1, CA, 1-i-e No.0006?J � REPORT Ill 20-0727X2 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY.- Storm Panels PRODUCTNAME, 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtoctI*gy1gdUg&_LLG 48DO S.W. 51 Street Davis, Florida 33314 1. PURPME OF F,YALkJA,1lON L This is a Product Evaluation Report Issued byWaltor X Tillit, Jr., P.E. (System ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Flo ri da Department of B Lis! ness and Pirollesslonal Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUSIMMED: Zi. ERODUCT EVALUATIO -.0.): , IN DOCUMENT (P.F Drawing No. 20-175, titled *24 GAGE GALVANIZEb STEEL STORM PANEL", sheets I thru 18 of 18 prepared by Tilteco, Inci; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07f2712020, This drawing is an into �R. , rt , p* , �,?I§ �,;Pls Evaluation Report. 0" W...:­ 11� "I"', ...". E N�� - - .- �11� 1�- - .T Ar-1 - .1 i, I . --�- , 11 .. . = 7 �� . = � � � * :*= - . - - / / TATF oF in,- ;� "" �` S ,. � C "" t RtIDI?1.,,. 4�- 6355N.W. 36thStreet Suite 105, MaraLFloridA 33166 -Phone: (305) 871- " . .." . . . . . . % � -1531 1 10,1111IM0 I I 11 Will � I 22-MT REPORTS, . Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per .Section 1709.8,3, per ASTM F-330. Test reports prepared by American Testing Lab of South Florida, Report* 0814.01-01 dated 03/11102 witnessed by William R. Manner, P.E., Borlz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and seated by Edrnundo Largaespads, P.E. and Henry Hattern, P.5. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and -sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13.2009, Signed and sealed by Frank Grate, P.E, as per ASTM E-8 arud Tensile Test as per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jariofana, P.E. as per ASTM E-8- 2.3. STRUCTURAL ENGINEERING Q"L ULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 1211 B/10 and 08127113 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. WSSILE IMPACT RESISTANCE, Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LQADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 1 1, 13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous, Storm shutter assembly, as per SSTD 12-99 Standard. ------- - -- 3 1 5. -INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 1 8� of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13,14,15, 16 and 18 of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. t-MATIERIALC HARACIERIBILCIAND-6EEC-1-r-JOATJONS. Shall be strictly in accordance with General Notes and Components Indicated on sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D,), drawing No, 20-175, Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDMONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and seated by Walter& Tilllt, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tfilit, Jr., P,E. (Florida License No. 44167), President of Tifteco, Inc. (Floricla CA-0006719)� "011I00111010t,04 � A, iQ/�,N,511, - .. V� CENS�'%.;? iP- """"' , . S I I C D­ L' , I I iS - -1 I � 1 . = 27,--- * :*= WATkLL - � / . � D:`i TILTECO ADFAO N RECOR 08 k P. E. REPORT.2 0 � GLqbAL PA/M',RN �J,w , � AGE GALVANIZED S7FFL S70RM PANEL � DRWO# 20-175 N REPORT# 20.0727�0 �;��.'..401101W., lif - ......... I �I , 1 1 ,,il;,,, HIT III'%%," I I -4-i (D Q) r- u) ­0 (D —cu > 0 I a) C- -4.- -1- -0 L_ a) q) L- 0L 0- C 0 0 L- C 0) M -1--i 0 ­0 (1) — 0- U) - Q) -= (1) -0 0 -0 - -0 = 0 L- 0 5L -2 C = -2 (5 5: M = -0 4­J` M U- %+- 0 — M > Cn . (n (D (n L- -11�-J Co " CL 117" � M -0 ,2 C: . — -6-0, Cf) C�L < t 4 Z Z W mi CQMPONENT-S EQR REGULAR & UEE SAFETY 5TQRM PANELS (SCALE 1/2-1") 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, 1 2QIlBL-NQ= 83) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCOU OR WOW BOARDS BE FOUND ON THE 0, 3W/10, 4W/10, O" FOR 20 JIM �� STEEL MrAiii-aiiii" EXISTING WALL AWJiQRS SHALL BE LONG D40LW TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS .Jkh,lw/lo, 2W/i 6/ 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATM DOCUMENT (PXD.) HAS BEEN VMIFTED FOR COMPUAWE IN ANCHORAGE SHALL BE AS MENTIONED IN 9.1) AND IN a-2). ­-------I5.19B . (TOTAL WIDTNI)�--- --, -------I5.I9G' (TOTAL WIDTH)— P-5111i 6W/11 & 7W/11 F"' 5 ACCORDANCE WITH THE 2020 (M WITIOND OF THE FLORIDA BLAUXNG CODE (C) I � � - I d �- -----l2ZOO?' (EFFECTIVE WMTH)------ W � ANCHORS: FOR CONCRETE SEE SCHMILE ON SHEETS a & 9 - 1/4-0 TAPCON XMN4CHORS. AS MANUFACTRUMR0 ITY LT.W. ILM, NC- � I i . _ ENTIONED - #14-10 PANELMATE FOAMS ID AND PANIEUMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTIONI PRQDI f i , 3: MAX__ ­ FOR WOOD SEE SECTKINS ON SHEETS 10 & -- ,;,: I=. -�, I DESIGN WIND LOADS SKILL BE DETERMINED AS PER SECTION I 620 OF THE ABOVE 9 CODE, I FOR A WIND SPEED AS RECIAM BY THE iVAISDIC71014 WHERE THESE SHUTTERS TALL BE INSTALLIED AND i �---f Ile ---- . : i I MIK � IT I I . � � 7� 1 FOR A DIRECTIONAUTY FACTOR Kd.OAS, USING ASCE 7-1 6 AND SRALL NOT EXCEED THE MOUNKIM (A�S.D) '1�4,"O LAG SCREWS PER ACV.& f , J -I-IP^- Liw­l �­i -1 I-- ,.�W, � I � : I ,,-, � 71.� 1 / , 0430' VA TICK 6 0 1 DESIGN PRESSLIRE RATINGS INDICATED ON SHEETS 7 THIRD 12, 14� IS. 16, 10 & 20, 6*0 . 5/8* WOOD OWNING. AS DISTRIBUTED BY ALL POINT SCREV, EMT el SPECIALTY Co. - -/- . I � I "" I �1- "I" ' r - - I ­ - � \ 40,04ANIZEIC STM I I ­1­11-1� I - -- --- -- - - ­­ I - 1 -4--'111" - I I " 1­7 I " I --I- --- -- --r --- r­r­l I l ---�--1--��-1 16 �- IN ORDER TO VERIFY THE ABOVE CONOTTIM. ULTIMATE DESIGN WOW LOAM DETERMINED PER ASCE 7-16 , - ---i , DAVI..O. @ - I I -T , , , � , , , , ­­­t . C-1) MINIMUM THFICAM PtHMT*N INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PANELMAM PLATS 1 \ Apo. 11 - ASTIA A--W . -77 , SHALL K FIRST RCDUCED TO A.S.O. DESIGN WIND LOW BY MULTIPLYING THEM BY 0,0 IN ORM TO AM PANEILIAME FEMALE M , z � ,;, GRADE 50 . 1 I i I . I I / - I 0 COMPARE THESE W/ IAAX� (A.&D) DESIGN PRESSURE RATINGS INDICATED ON $HEM 7 TTMU 12. 14. 15, 16, 19 & 20, 2'BI 0111VANIZ " 1�1 � I 1 1057" G-60 GALY. / I I I 9i , 5 i.-1- - - ��, el, r I i e &-(�),(�), @ U-) ,1 ) (-:3 HEMNI (�).@t (9 - M SMEL � IN ORDER 70 `VERIFY THAT ANCHORS ON THIS P,IED. AS M!7:ED WERE NUT OVER STRESSED, A 33% INCREASE IN ALLOWABLE TYP. ASTV A-M rYP, " � / C.2) MINIMW 1HIMACIED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2*. No THREADED -�,'­YEXMED t X - ORAX W MON" \ BETAS. �T ' , I " �' - I � (, � ) SIAM FOR WIND LOADS WAS HU USED IN THEN ANALYSIS. FASTENM SPACING TO WOOD 94S BUN DEMININED IN PENETRATION INTO Sn=O SHALL BE CONSIDERED AS PART OF THE REQUIRIOD THREADED PENETRATION, 2AX1' 1 EDGE G-60 BALM -� - Ena @ I I I L . I ; f"i O�- I I I - . - ACCORDANCE WITH N.D.S4 Zola. C,3) MINIMUM EDGE DISTANCE Of LAG SCREWS, INTO WOOD SHALL BE AS INDICATED TO THIS DRAWING 1�,:TAOOL . � 480 ; //;E T-1 - L - - , A ! 1 48.6 Iii 00 , STORM PANELS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFtED IN ACCORDANCE WITH SECTION 1626 or --- , / 3i L , . 1 ,� � lim" 1350 - , � L I / � THE ABOVE MENDONED CODE AS PER HURMCANE ENGINEERING 4 TESTING INC� REPORTS 06-569, 26-570 A, 26-730 AND C.4) MINIMUM PENEETRA11ON Of WOOD BUSH" SHALL BE 5/9'. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG Wim" � � [--[-I-"- - I- - -- I - I ED zik , 1 .... "I . FENWMTION TESTING LAIS. INC,. REPORTS #2032 & #2129 , AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STLICCO DUST. AND I' MINIMUM FOR WALLS WITH NO STUCCO. -1 L­-­--­----12W I 11 ... ,,�. __ __ __ __ - - - ,-. - -- I -- a C= C L11 11 -11 - 0 -- -- -- -- I - / r ­ - ,17 IF - AS WELL AS AWMCAN TEST LAB Of SOUTH FLORIDA REPORT 10219.01-09, AS PER TAS 201, TAS 202 AND (A END SMM EANEL - 1/1 - , -1=1 -- ---- INS 203 STANDARDS. C,b) IN CASE TKV PRECAST STONE� OR PRECAST COW -REM PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE DuSTRee (DIMM-Em" , � ILD -0 -, , i- WALL, M014ORS SMALL HE LONG ENOUGH TO REACH THE AVON STRUCTURE BEHIND SUCH INNELS. i - 2, ALL ALLOWNUM EKTRUIRCHIS TO BE 6063-To ALLOY AND TEMPER. (UNLESS OTHERWISE NADMO), SEE SHEET Z, AWHORI SHALL W As MVMONHED N C,I), 0,2) & C,,T) --2Aff7­--, , ­­­­ � ­ - 1 -- --- =:) ( -. - ; ,-- 1, ,l A 7CW : - 2.la,r--- - ­­ , I -< al. . . . '115 1 - - ------- - - 1 .125, '0-20. -j I - PANELS -� -�, - '-' & ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLCY� (0) ANCHORS SHALL SE INSTALLED FOU.0MW ALL OF THE WCOMMIENDOONS AND SPECIFICATIONS Or THE ANCHOR'S WNUFACTURER. I---,- 'vt- 1 -4V -- , -// I - ------- � --FT-m-,4�,-- I ft,iAu�-s - `� � - - ------------- 6 4� ALL $=L SHEET hOAL PANELS SHALL RAVE STRUCTURAL OU61M SM13- ASTM A-1153 MADE 50 MINIMUM, 0-60 -Ew UP 1� �� !ikl - a a GALIANIZED STEEL DESIGNATION W/rY- SS.6 kal (AFTER ROLUED)� 0- PANELS WAY ALSO BE INSTALLED HORIZONTALLY FOLLOINING INSTALLATION DETAILS SHOWN ON SECTIO14 3 THROUGH TO (SHEETS 4 - � ilptr Im" W- .1w- �- %,,"�L ig - _,�� � , BOLTED W1 1/40-20*1' 1 r- * .7 , * -, q- T I - -- `- * 17 " - I `�- - � '!-* ' " 'L - I - I L �--- 112 � , .O., L "I �: .- -- �5 � �, I - " "" 1-­ - I / � �, "-I I OJ OOO 1��- - .SX STUD wnm - - ��S?7r_ - /� , i ,�- THROUGH 6) EXCEPT THAT WAGERS 0 All Q SHALL NOT BE ITEM W/ ­ DO, f - .12V ii S " I �_ _ .Is. Ms. SOLT W/ 7A, . 3/37' ;4 -- . � - ft. a . IF ;7-P - R.'Low I I ­ I A TO ANGIE 0 �, I W;�CTI;;Z� " WNGNUTS 0 EA, ON_ . I � 5, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESWANT COATED CARBON STEEL. AS PER I , i lIr a.,- 12 "W at, � I I AP ) - 7. . r �J � -1 I , I (SEE SECTIONS AS APPLICABLE) I -f r "I. ,Ili I . I DIN 5OOt8 9 IT SHAU. BE THE fMW20�� OF THE CONTRACTOR TO VUHFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO BE ---77, """ *Q,W .100 "I. - i 1,5� � -- F . / I I ; �­ I - IWJ�SO kal YIELD STRENGTH AND 90 kai TENSILE STRENGTH Ar SHALL COMPLY W/ FLORIDA BUILDING CODE 'ATTACHED TO 04SUM PROPER ANCHORAGE THE SHUTTER WALL ONLY BE ATTACHED TO CONCREM, BLOCK OR WOW FRAME 1 3-ve I -5 G 0 I � -. - - - SECTION 24 3A. �Ow � -----I - - 77L _ ... -1 -L-J-1A I I BUILDINGS ] .OW . 2.000 . ; � -/ - --I �!i - � ! I .. I - & BOLTS TO BE ASTAI A-307 GALVANIM SME). OR AISI 304 SERIES STAINLESS SMEL� WITH 36 kW MINIMUM YIELD 11� 6, i - - . .M. �- 1 AT39, ---- - ... - � �:, '- ; . . �9' "' i / ---- � - J1 -- v ) -T ED "I. 9W & IOW ON SHEETS 5, 6 All 12 RESPECTIVELY SKILL HAVE A LEME AND MANLY VtSW MARKING INSTRUCTING OWNER OR I L - � 125' 1 � I . i ", - .,; , 4 37$ -� Y, J- �� -- .� 7, ANCHORS TO WALL SHALL K AS FOLLOWSiz � - -1-7 -- — STRENGTH. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 8*-$ THROUGH 12*-4'. AS PER SECTIONS C 8� 9 & 10 AND ALTERNATIVES 8W. - .` � .250 ­7- j 21 - ­ �A 375 1 1 i­ f L.,,S4- _-. i T I ,/ 9 ,-- .� TEMAJOT TO SECURE PANELS WITH APPLICABLE REINFORODONT DURING PERIODS OF HURRIOCANE WARNING. � , �­� --I � - - � I i I IL 71M INSTALLATION CONTRACTOR 15 TO SEAL/CAULK AM SHUTTER COMPONENT EDOES WHICH REMAIN IN CONTINUOUS CONTACT WITH I & a - I L..� / I 1 - , (.9 luxisna-ammm-raKm L ­J M/ IFLU AT , ,,.I< L­ -----------r M-­-----­� L-,,SGO-­-.i / i � - - - � ­ -Y ,� -11/4`0 TAPCON ANOWAS AS MANUFACTURED BY I.T.W. BULOEX. INC. (Min. C-3192 p.s.i.) THE BUILDING TO PMEM1` WIWIRAIN INOTILSION, - - L-2.DW--- � - 1� 1. ISOMETRIC YIEW DMIL 2. ODQ. n, I i l Z " CORNER 0 ENDS OF PANIEL'S I ,, ,-, . �, - -,- 0 -) - /4�. oxx 7/8 CALK -IN ANCHORS, AS MANUFACTURED BY OEVALT INC, DAKK fc-3000 p,.T�) D.M..@,@,@-r � "T; -- � � - 1 /4 0 ,/,. SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL P0114T SCREW. BOLT & SPECIALTY CO. 1 2, STORM PANEL INSTAUATION SKILL COMPLY WOO SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS FOUNDED Fff � ­L --- , -, 4, 1 / ; 4 --- a i --- L�-­ w ---,4 ­J­ ;W11J­;io --- 1,411 �� I - DA., r 3000 P-L) PROVIDED BY THE JURISDICTION WHERE PERMIT IS APFUED T11 END UP W1 HEWED EDGE. -.­-­-­---1­ ­- __j � t PAMELMATE FEMALE JO & PANELMAM PLUS ANCHORE, AS MANUFACTURED BY MCO CONSTRUCTION PRODUCTS r, � - '� i , --1 C� I - (�) "U* HEAM ANGLE (R ANGLEwrrH sup @ AwAL wit H � I <1 - -? i �:- -- - - J14- 0 ...1m P'. Q `ORWA (N.T'S) (�) REVERSE STUD G)-(1).i@-@- -3: Aim. 1/4, 2/4, 3/4, 4/4. 5/5, 7/5, � -1 ,-,� �: - > I � DAHL I. PARED BY THIS ENGINEER IS GENSW AND DOES Nat PROVIDE Off TION --' L.;, -� ' 13, (a) THIS PRODUCT EVALUATION QOCUMIENT (P�E.M) PRE I: VAX - --, - 1/4 . 0 CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (f'­3600 p..1) FOR A SITE SPECIFIC PROLIECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P,E-O. - S, I MIN. 1-`� L - I-" - -t - ---. -----I YAM IW/10� 2W/10. SW110, 411i 6/5"i � 0 - r3 f = Dr. . : I -- --- - , (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND MT&LATMU INCLUDING LIFE SAFM OF THIS PRODUCT e4) i 71� �- %1/ , ­` A. 1) MINIMUM IMMOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SKILL BE 1 3/4'; 2* FOR PARSAWE FEMALE BASED ON THIS P.E.M PROVIDED HE/SHE DOES NOT DMTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. _ = _ " 1/14 & 2/14 " .374 , " .098- ­ - � SW/10, 6W/11 & 7W/11 i � , - � I ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHoETS 8 & 0-­­­- � I ­ - W- - TO* � I - C �- 0 AM PANEMALTE PLUS AND 1 1/4- FOR OF TAP-GMP ANCHORS, CONSTRUCTION SAFETY AT STE IS THE CONTRAC)DIR'S ]RESPONSIBILITY. I-,- M. _ ` ' I � ra EDDE .1 .1w, -.?W � I I I I ­ A25 304 BERMS �-­­-- ­.- A.2) CALX - M THE POURIED COWTHEM DANENT INTO, (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSADMIED INVAUD IF JAODIFMD� T . I -:D� L-.-- I-- ,,'--s L"T F- - I r= TO FOR WOOD SEE SECTORS ON SHEETS 10 & 11 -IN & $DUD -$FT ANCHORS SHALL BE EMBEDDED 7/9 No EMBE .�.J ,37r ­ _ � _ .270'.55r STUCCO SHALL BE PERMITTIED, 1/4" 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD snATXXT EXIST, 1.467'1 _Z__l � . � F­ --v--j I at� - ,- MET I' MINIMUM FOR WALLS WITH NO STUCCO. AND MAT BE HEADED SCREWS OR ALL THIMAM SCREWS W/O HEAD. (d) STM SPECIFIC PROOOCTS SHALL BE PREPARED Of A FLORIDA RECESTERED ENGINEER OR ARCHITECT WWCH WILL BECOME TW I I $� -- I I. �-- � � I !�i I 1 I 1.57 It-', A- -0 , lt,062 R SIC = 12 ­ 13W 1 I',. 3 - e- BUT WITH WING WTS� EN004EER Of RECORD�LOR&FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE i_-- I I 14r ZOT1 -E I I � . I ­'!� PE-D. ENGINEER, SHALL SLemri To IN$$ LArMR ME WE SPECIFIC DRAWINGS FOR RrYTEW. 1 -W,=.� ----I .0 I - I I . 0 di PROPER USE OF THE .M GINEM OF RECORD, ACTINO AS A DELEGATO ENIGINCER TO THE � 1- .CS3- � ---- i . I ,aw - A,3) IN C0iSE THAT PRECAST STONE- PRECAST CONCRETE P"].S� PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE .957" � __i i I.., I— 7 ANELS M A R ELEVATIQN ; - - n- 41� � � , EXISTING WALL OR F1,00k ANCHORS SKILL BE LONG ENOUGH TO REACH THE MOAN STRUCTURE BEHIND SUCH i EVERY PANEL OVERLAP I - - L N.T.S. PANELS. ANCHORAGE SHAU. BE AS MENTIONED IN A!) AND IN A,2). (e) THIS P.E.O. SHALL MR THE DATE AND ORIGINAL SEAL NO SIOMTURE OF THE PROFESSIONAL I `0­00, - -im-) ENGINEER OF RECORD THAT PREPARED IT. .62VO it JOC' WALL ASIN C-SOL 14- SHUTTER MANUFACTURER'S TABU SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM 7.0 q PO* (�) -, I -E: TRACK ANIQU 2.6r 1/4- Max, CAP ' n -M -RE' ORS AS MANUFACT RED BY 1. T� W SUILDEX, INC. (9 3X "E! TE&K (2) EWUAUD 'a) !Q 1 /Wi* OWTAPCOrN 0"IFO (�) - 1/4" , 7/1` CAIX-94 ANCHORS, AS U PANEL SHUTTER IN ACCORDANCE WITH SECTION 1700.2.3 OF FLORIDA BUILDING DOM. ONE LABEL i -I r--063: M4 Wn SMID (UK MeRIf -1 It MANUFACTuRED By DIENALT INC. (MIN. I'-1500 PAI) SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WON SECTION 17099.2 OF THE I ,101111"14% ou: WULY) . I T A Ott - - __A I I I - /4*0 X -3/4' SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO FLORIDA BUILDING COM t .A= - -`T`1110 e (MIN f-1800 P..�,) I . - ,- -1 41i h� !1911-11S - G SKILL ONLY BE USED TO '0, ,�' 114-10 PANELMATE FEMALE 10 AND PAKEILMATE PLUS ,WCHIORS, AS MANUFACTURED BY E= CONSTRUCTION W.� 1S* LOW - - --, I; � , ­ . ...... ?.<� 4 "lolt 1#10 ATE OF FLOARY, i . _'. ir,� . ....'T ; W',� PROC, UCTS DA11W V-2071 p...I.) k. 01%,", 1 � I -- I 1. � /"e`\ / 7- /rD iii. , I At � , --N \--/ -Aa'tIR T,FQ��,, ! YVC11 �, - � ,VJU A \ / - I DROP ANC140ful, AS MANUFAlICTURED BY TRU-FAST CORPORATION , * 1 ,3 � -0 A75*0 � I \ 1/4� \-r/ 1 --/ 0! # X. :_J " , 0 - TAP- - , I". I ` - f*11", *1 . � ; � MAX. CAP AN NIMUM EMBEDMENT OF TAPCON AWHORS� ELDO PANELMATES AND OF TAP-CMP ANCHOR INTO .., - .- , -- fletofy N . - ---r . .. ...... I - . BLOCK UNIT SKALL BE I 1/4", F "" , - % f 1� � I - t-.-Zi � .... ­i� . E (High velacifty HU eanle Zerill) -­­ - :�, r" FLORIDA BUILDING CODE (Ul h : � w;r­ : I I * -6� 9.1) Ali THE COI)A .' 11 .375i i ... No. 44167 % *1 FLORIDA SUILDIING CODE fth Villocify Hurricane Zone) I �1 ., ­i� .-.,-r FLORIDA BUILDING COD Z' .., ma. . , Pi"NO' .L`= - 20 GAGE GALVANIZED SITEL STORM PANEL 11 I .r- � . No. 16 I I DRINK BY i .M. � NICKEL La, BOTTOM -% -,. - .* - ,:20:10 TAMXL M FP - OF PANEL S -$.. STATE Of .1 * erxam:, Timm ma 20 GAGE GALVANaD STEEL STORM PANEL FP Q- : .1 "- 20 WE GAILVAKED STEEL STORM PANEL ORMAN Ili 8.2) CALX-IN & SOUD-SET ANCHORS SHALL BE EMBEDDIED 7/11' INTO THE CONCRETE R= UNIT. NO 1 7 '. = 1 7-.-i- -�l - WING Nut * , , . DRAWN 44167 1 INIATUM "DAW� . I - - - t . .1 ,,- 0,% ,It o .. - - - SHALL BE 1 1/2" LONG - GLOBAL PROTECT11ON PRODUCTS, U.C. On '� -2,ew 1 KEY HOLE '. 7e - - - I 11111 - - EXIST. AND I' MINIMUM FOR WALLS WTH NO SMCCO� -- 40 ., ­­ * 0701,4/2020 1 , SECTION . - DIME F1. =I. '%11104 I -- GLOBAL MTECTION PRODUCTS, U.C. 'WE. N.Y.S, 11LIEC0.1,11C. GLOBAL PROTECTIO i -% '� �� � S... 51 Snell` KNi'I. AI PAN to ILIECO, ATE N PRODUCTS, LLC. am I s OF —a- �----� / 11LIECO.... .. ! - . - - .. t IN Me. MAX) &N. 51 SHEET � �Wl 51 $11437 . . - M;. .t -- - I, - FHOND (W)SM-75W FAX- (W)Mli I , I '.. R 01�---20, � -- A Al --,Mo-., 20-176 V " WOONATMv, USE WIND MR W/W ,:, ORt . DWIE. FL =,. .0 �� , - � N,,,. QL-7-7g' .%eraee, PNONO� TMI " ITT 20-176 .... 20-176 1 , - CA-00M a -.I ii I - I ALUMMUM-AN= . MWAXPRIC WSHER W/ ADDITIONAL , . _= :71,� FAIL (i64)M-V , &' -, ----- PHONIL (W)M-764% PIC M4)MW­K?0? WALM A, 1IUAT 4,',. P.E� � - =V­5`fFa=., � CRAMANC NP,. 6, , , 1. . . I - I - I "1811t.T&C11*A= C.-ODWHO ! MUMOK N .2111)NA,00115M /libilAnn �1! SM. Mm"i — 4ft N21I.S.12111v--­ 0I WA A MI DO WALM A. I SM" I IT, N . - , - I I aw 3 or 26 . am TN P.19 � I -1 . I - - Fal 1 ; I ; I I I I I I v ,V. - I 0) WAL4 MQUKM . %ff1,M,y � lzi-ici4w;lflol,Lln#l:oclll�-v;toi;nlli:(tilj-w-lzm;r;lziA I a Loin TIP-11 iziFm;loiilzi Rolm* . .1 � RIAMSEWns 54NIN I 0 I � 9 1) C.. M,FKM �1-11 - sc,= W--/ Z � C-� .1 . Z leem a Tim" 0) 'IN grJutto AIR LOR MOUNTINg W%,; �-,1419(Zltjvl,l-NJK-i-]�6!1-1 'I'll" nwi-�("-ir- � �- CoNanirm ANCHM " (SM SCHOMILE ON— -3 3 THROWN 9) I - � 0 1 OM Time 0 8 ,2 "T Ile ­(D I 9 § I All.w. . mms"t a 12 Ur = CM4CFVE ANCHORS ben, -F - BUILD 011.11ir 1111110SINTING ALTEIRUM fiffiff MOUNTING =191111LA SGAU 1/8-11 SCALE ve-i- EM. - EDDIE DISFANCE (SEE SCHEDULE ON SHEETS 8 & 9) . I TOP & BOTTOM MOUNTMS CAN BE 11 COMBINED IN ANY WAY TO SUIT ANY lk _111STAUAl", INSTALLA110 EIAILS EQR REQUAR EANEOCP, & (D QQ =MO DUASMAHNIAT19H N MM lGINCREFE INTO EXISTING POUR ----- - 99NM BIL001C 98 WOW � OR I/r­ft�vr ILlL VAUD EM ING111a UEE SAM AND E=Z 1141" MW RM MM _=n F= MAINE ID. CDNCfWM ANCHM '� VP-lNw WX I (M SMEXU ON 111TWr I I I' sonviAs OR SHEET a & I') SHEETS 6 THIHAIGH . I 1. "t-rldn.� A --"-----"-- ,/1. 11MIQ I -%I AD . I -0 0 I I i le me. ­11 � In` - 1 k'4 ). (�)- i I : 1 1 10-, I =&"IBM, I 1 _5 1 r.. - WOUIRED. cAe, i � 11--<Dees i -4) . I . iI I I I - E.31 i �-,�MN I 0,,lL i I . I I L-4.% � I I I i . I 4 i . I - � � ,-- �1� J I ; 9 -­*., 0- I ;,Ir . ..I - - KAHL I " , i =4\& =A � i 0`2��&P,� . ==- � I hwl ; ­<D I i 9 . CONCRETE VLOCK I F r j 8 ­-­ i I I - +,4=--J i 1 i I !!1 94P�l 1 :wrl il�;uq�r. r 1 6 ­ � - ---- I- L- ­L­ ­ WAPHAft' ........ - �11 I....", � -, ­­-- - ------- !­­­ ­1­111-- f § I 9 QfiEA2��) I 11 L% I *I" i 9 r--21 0. VAT � W-11 I O' E-I -- On. - I 'Ar - - ­ ­�--:"�V--- ­­ -'l,­ acnelo 4 OILY, I i ".". W I -1 ek, WIsI.N.W = lik :t&r-y­, Ate % i - . 0 - 'I I I I J- — �1-1-%L— QGV Plee (Deelil I. 1 1 --(j) . keal. - 1 .d 1" TO 0.40. .--- I i i i f 1, , ": Z I .1 . I =�. 11 I i i =W�-, , i j MIT-WO11% 4; II.T . W'1/ I Int" I'll 11 � I 0 12 Me 1 lr--\V- UIOVI/-- ,I i ; I I i i . = n "= � � ;1 , � AXNO-J. - \-/ An, . - � I EKSOM, pXBHn � E.D. ! I . CONCRETE ON - I i i � I (PUNI � i (9 i M C t7p. CONCRETE: am . C.A. I � SCAM 3/16-1- CASE D � REOXRW- I I . I 9=110.0i � � I i I I --_A SME 3/1- 1 � CONCRIETE VILM . � --- - 1 1/2- i I FIEOUM. I I ff�-=�­�r yz - � 1 1 � ./ /a - r -L- i mew Z(o - ' i � � —1 - �* ffffl� J11: 41-Fri-W.- =00NN:—..,,,l,­ � . I CONCRETE ANCHORS p \�,�'.\ 711-MU . -4) - =��,� PLUS OR OF TAP-0�v = SOMIDDIALE ON -- 11 - - - - - (Sa SCHEIRZES ON SHEETS 8 THROUGH 9) I � . - I SHOOS a a 9) WAW MOUNTINQ ( BWLD MOUNTING I SECTIONS 11H � - SCALE 'A q F ", �,&, � --Ow Feeft MAP 917,0001- \11�--T / -1-0 OPEMNO "M - � ,----/ I 1=1re, - " F `XS`W * NEW I' WIDE . VARIES ,c 1/18' I / --- RNEEINOM I.-.,, --- -(,n,=,�T. � 7-0 - 0 CAM F (elm I I I urx Awm. TUBE OR I . . . . . . � I Dannia STLMO/ P.T. WOOD PLATE SPAM I SHEETS a & 9) Al mu 3/16-1- I I f --- /---wwo SAM I- �' i i . / ' * NEW I" WIDE . VARIES . I/W i , / ALUM. TUBE OR I^ % VARIES F- . T. "Ot PLATE SPAM I I TOP & BOTTOM MOUNTINGS CAN BE � 1. 6. TRACK F i 1 I COM .5 <r � CONCRETE AWOHM 9 , SINED IN ANY WAY TO Sig ANY I NE � �.ELANI . . SHEETS a THROUGH -7 - I , - W i (SEE SCHEOL" ON 1, ., WALLATION. ­1­1 SCALE 3/16-1 t � I ) 11 IT 11-k-l-," . t-1- - ,11144;S, I 6 4—., C- L i - , *.-. ,.......:' KI POURED . 01-1 E�.'�- .� , FLORIDA BUILDING CODE (High Velol:U ' L.- .1c"M I L M WN. I , ETC BLOOK HUAL ONAM - � om lmm via. 20 GAM QLVANIZED STEEL =0 PAM FO. �t2; Min- CONCR OF �mm I , ' ON eei 5 A, 0) REOUIRED VACK'S HOANIT. I ­ . ' mom BY 44161 . % . *: - = — X6 SECTION X-X S 1. * (�.. � 0/"/"w . ­::� GLOBAL PROTECTIOT SCALE 3/8-1 . - - --�� N PRODUCTS, U.C. IT, OR l". 0 ­ � -- - 11TI DETAIL EQR SEA= RMUIRED AI 191! , . N . .�ECO,. �W71 4W &W. 81 STRIM7 11 ;(_ �,. -e, .. ... 'r MA . . , De, see-7m. Awl,- ".) 20-176 . ... Am = TQ C94M A&= . .R . to . - _i.e ="W H.) DAWL. FL =4 .Ai OMAAM ft. IN, AL ">011115ALAWAMI . I - f I I I I - I .-am 5 M20 1 � I I INSTALLATION INTO EXISTING POURED QUAIL5 FOR REGULAIR PANE QONQRETE OR CONCRETE Cj) A (a BLOCK SIRUCTURES ---TNm COWEE,m - PWIVED CONCRETE CONCRETE BLOCK :M I-7h.40=181L. -- AACHI FOR CONCRETE: SEE SCHEDULE ON SHEET 9­--- MR WOOD SEE SECTIONS ON SHEET 12 � I CONCRETE BLOCK REQUIRED F­--r-i"`­-- OR REQUIRED i ,--�ANCHMO N RECURRED l---r-,-,-,-- 3, MaK. 2.6r 3* M- I 10 1* MA, , I I Min, (MIN. OVERLAP -1 VALLM ..... 11111�3. I' "I" wz I '" w- 7 r, i ". Fv I I I r I I , I -----1 1 I I � ; i I I ::� I � I I I 0) i !! ----I I I I �rj ; I -- I I 4 I I : I � SHEET 9) I ; I - --I I r .1 � J I � ; I � r- 1 ! -1 I � 1 � ! .� 17 I �rl I �Li n � I - - - - - - i­ -:4 1 i H I I �� �; I I I � i i I i i . � I I � . '' I I � i � � I 1. � I I � 1� � � ! ! 1;i 1 i � 56% i I I I I -I I 1 � f I : ; I t : I i T � I I I ­0 1 I ; , 1� I � l I I . � I I C�D- I 1 --a � 1 C I [ i 1 I I 1 � : � E�h : : : ; --a i ; I i I . � 1 : I f I ; I I : : 1 3 I : 4 � OF 'L' i : ; � ; ill , i , i I 5 - I 1, � � - MAX -LL I 11 � i ; T--,,-'rT I I -F f --� i ; , � i I , . ; � I I I � ) 1 � . I I 90LIS All -H I , ia " i� I i i I `Il -4 -T t i � I Vr I, I � 1, ! , 11 - t I � I . I em" -- , " 1, i I I �- fi ri 6 I � te` UMMY" I W`;U4i8 I j (M *DREMU' ,a .-N) I . ; 6 l i 1Z � I I � I § 6 1 ... r jW- ; 1 i - ,O , � 11 ­ I --- I !I ­1 H,-- ­ . � i. I I 1 -+-�4 4 I ; i i � il � 'a I i � . r I i�* , -t . t I ; I , i 1 1; � . I ll� I i ; 11 I I . � I �], E i i I L­ 4 � I § iii IL I I I i I j , , I i I 4 ; IX � i IJ I I - - -,.--- - � I—— �� r-1 § - . . I'l. - - I I I - No. e/ ! �!J i 7 ,..3 MR i � ----- I OV~Pwi - - I I -- I 1 -... ­- . 1/4=i- ; 1, AV, I i � - I- ­ �- -- ­i .2 i iLWA a LAcH 1W I I I I i ------ , ­ -------- ­ ­. ; Y=' � � G. .T 7 . ------! i !QM�1~M%KAP . , .. . - . - -, -- . - - ­ � -, - , - ,- " ED . - . I .­ -F - -- - � I T� 1 7 -'I -7 - I : : T � . ! . i � � : I ; � [ ! III" I Ts i I , 1 1 I : 7-t I I I i � . I I 1 , � C * - . , ! 1 � 1 + i i I . I I 1 , , , i � ; � I I ; � I Ji i I I � 1 ; . . ; � i � . I � � i I i � I , , � i : I i i i i I P- I I � I L­ 1 I U­­­­IL--­� . . I - � , , --- I 11 1 3� 2 I � i P I � � � � � I � 4 1 � i 1 ; � I i i J l i i 1I ; ­ ­­­- r---- ­­ . ­ . ; � � " --, I 11 � � ­- - - r I l I I I � i , 1 i I i ) I �11 I I "I I i I j I I 1 I I i Ill � ! i : ; i r I i � t I I i i � � i IF, . � --- ­L­-) ZJ ,9 I � I 1 2 � so . ; 1 Sax � zr� I �-= I I 9-1 I I OF k. I i OF *L' I 1 I � ; =%� 1 1 : i . -7 - r`4- L WW's'" I* Min.1 s� . � ViL.0.6 P "L I � 11 hi i I I 1 - �� t I ; 1 ­3- I : , .. 11 1 � OF MAX I ---ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9 —___j I I FOR WOOD SEE SECTONS ON SHEET 12 � r I ; I I ! ! I I E� � I I I I I I 11 I . I I i , I ; . : r � I z - I ; t . �I , ; f E. L VIt> i , I MI ! ! . � . I I � ! i i I I " I's � k RMUUR STORM 4 & a ELUAM . I I . i I SCALE 3/32 .1 I I 1/4* MAX. CAP I , � . 1 ---�- - I ! A- 1 4 --11/4' I I I W-1 I I , - - --A---i T .500' I � i S.S. BOLT I "'! 44--2N3/41. I , 7/8, * WHO No W/ ." i 0 12 1� O'C'. i ; 1 I I 1 1 i ---L--j I � ... 1 I I i CCHO" ANMIM i 1 i -7 I E Ile?" OVERLAP �I KPDX wam Oft -.1 11 "I --- . . . . . . . . . . . --- - I 1 t --- -- -­ -2 —4 I � ONAL L � i ­(17 on . I CRI.A.... 1 --�7. (SM SeMME ON 1 i I CONCRETE ANCHORS ; L­(SEIT SCHEDULE ON , i BMW 01) I ) i SCW� 1___gg� 1/4* MAXt SHEET 9) i OR SE% � � � ---­� - 9W OR .... ... 21:127fONCRETE OR LOCK RVOLIKED BLOICK REQUIRED �A 14s.) I . ROOM= DIRECT AIR MOUNTING ­ ItRAM DIRECT 6HR WALL M KING PU DIRF91 liftAING _ HISTAUAMN SECTION I Q ,p W%0 SO" 3/8�1- SCM`E`%UK1%, III :,�IIZN . .....- . "-1 , - E�­' 0%. FLORIDA BUILDING CODE fth velocity NOT Cane Zone) . . *1 '-:' E.O. - EDGE DISTANCE (SEE SCHEDULE ON RM IMS INAMON OF TOP & WMM MOUNTINGS CAN BE 1 1 f - .* - - No 44167 '. * . i*: * * . S ,. ;;,� I S OFT Willie Ownicil. W- --- 20 GAGE GAILVANIZED STEEL STORM PANEL - - ­� -Z-� - - -1 GLOBAL PROTECTION PRODUCTS, U.C. �-- �-- F.P. DK� Tin wm/20`10 AVO SHEET 9) COMBtNED IN ANY WAY TO SUIT ANY INSTALLAMON. ;2� . , ON &%L S1 SIAM 1,1 o,,- ,, -Z - -�- - S.:�.., �e ... Rio , 9 WIML R. 33314 19- -ANY ­ . , ;- ..� � ---- 1.1.1:,� =-W;T- =.= Mo "Oni ( 04)M_r Pi- � VAN ­­ - (M -- OIIAL VAX. DiSOXAM_aW 20-176 arlaw ft - -"4,' vr4�"� ..1. ��!MIK . i *eeme, i - P� - - . ,'4IVM,. oulitto ­­!a�"L I - I . . - , - - =.- - I ----- I U) L. —itee, (D (D (CD- -+—J I 0 a U) III :3 ICU > 0 L- C/) CL CL < (1) C.) C— =3 -0 CIO 0 OL - L) a) L. U) M L. M =3 W :2 < Z Z < —J (L SHEET NO. SH 1.0 SEE i 1.3■4 ON SHUT 4 0-4 ♦rar ? 1 I I 1 1 I 1 I I 1 9) SECTION 1 SCALE 3/8-1° NONE: NULUDM CAN ALSQ R#STAV.EQ W/Q WANDS ON TOP OR BOTTOM SD DMT R S LOCA7EQAT 70P OR IOTfOM. OF OPEN/NO. (ONE PANEL OPENLNO W/ TOW TOP d BOTTOM) WALL AN�{'�OR MOUNTING INSTALLATION F'OR SPLIT PANELS % (S]1 4Y t1 � ASS ^j s• Wf :te��w��-bn' i , a }' ,�,4• ' W> 1L am K Bq'Jt 4 f/2• 1 'ARK. ED. % sr�Be• A 1° DETAIL I r wJNmp. w/p r al FA0 WIN 4 KWAY p R4tMe 1Q 4bsn au. -7a.0 Paf. LLnN - M. m AUD, E SCHWULE ON TMS &Ern Mea. MULINRN REQUIRED W. SPAR (F,.) • TUBE MULLION "• 2'x4'x 1 <' MRER i k a) RATING L ,P11ESeiaRf NET 4x BELT ♦ • SP6*- yAUp AS RATNG -72.6 UP TD •:56.O .f.F., ..f.�`URE •• �,a2MLRA ,TL�w � cNwEH1Ea D11i F, IIIIII'�Ill�ii ii� Illlil' L INSTALLATION DETAILS FOR BEULAH INTO EXISTING WOOD STRUCTURES PANES A dA tA�u'E'1 ` ie iaLmAwRnfa .. - : Y Bw••lx #C14 � .. �-.. I ,y w MrJan�rDe4�r '.. fB N,W IxA:eeL 'ixpua txiO�rwBx. _ ]iplor. tr�IN"� Wessel/ n+nAanrr. }} r� t � I �, #M�r•u. J , 1 2. '"'! 1 aA1r�e Pit AkY0. NM t _..? LOLL..«.-..,..� ,=•�, se. `t ). Ts'o�o,�C .,� : /�{� aL f � '' lT l f 3 � WOW � 4 ,1tJ^m,Ir /`� Mx � �•. • AAA 0e 1 s'�`E�xetsrn ®q•L ? St <+ °` I 1. 9D�IIM Y LT I'a a �(SII oir, CN eEO <b 1 5$ W SE0 b To ONei. t d i3 VALL MOUNTI WMAUXION - ALTERNATIVE ;SW i ? ax4 SCALE 1/4` - 1' r� LOOP • ? ne 1 loeAxex oEnN 1, i 4 M/ i1.M 4.0. _ MAP,O An fp ,y./AIa,D1 SstALI - IILTERNAM W I 1.11 i 1 . {I ' iNI ►TION - L11 . SCALE. 1 e- 1" 4 lyEiLING h FI„QOR MOUNTIUNITING WALLMUONTING INST[yILATLON - ALTERNATIVE 4W INSTAL LAMS - ALTERUM,+j�(1 (SECTION ,O MAX. GrAME: 1/+ }• jHM&U"•N - ALTIERNA11M 2W As. DESIGN PRESSURE RATING) SCALE 1/4° - 7° SCALE' 1/4• - i• 7As• xPW ttu I w,ISR, N,I.ia t(DIEBT TA NTl(4',At T'L.(IDR YOUNTINO INSTALLAiTON - aj . 4AW SCALE 1/4'- V 1° INSTALLATIONS ARE ONLY VAUD FOR.. BUILDINGS WITH A.S.D. DESIGN LOADS PANELS LENGTH UP TO V-S". Oaat„S� '^.Z' UP TO +55.5, -72.0 p.s;t, AND 2. FOR NEW WOOL) FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN ,Ty�Q; •''aCEN$ FLORIDA BUILDING CODE H(h Velocity Hurricane Zane --. -. - °'0'0 m'7ti°' PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL- ? No. 4167 ` S 20 GAGE GALVANIZED STEEL STORM PANEL FF' NOTE FO$S�T)}�RINSTidN. tjF sECTit)N5; DaxBF In, * •'��M GLOBAL PROTECTION PRODUCTS, I.I.C. ' � O fMe. TOP &BOTTOM MOUNTINGS CAN BE : y ��F • At Ri9A •'' '' -a� 48M .M. e1 STREET B TRW Test # ENOT 1Mv�: fT_ ssst4 20-176 COMBINED N ANY WAY TO SLUT ANY • • V N? 'hA,sS10 Al F•la� ,Tx, aAIA t ,r atA wlr.1 eN1zrA n ATAM nMNE::(fa4}erm•.]54a, FAfi Ns4kee-e7n - m-,u-�a0ce]h„i m-,m] tR. .�� .., I,m. ...,.,. .,- ORAN#D xn INSTALLATION. NeNll WALTER A T%W Jr.. P.E IIMNN 67 - MAXIMUM A.S& DESIGN PRESSURE R&MG { ,s.f AND CORRESPONDING MAXIMiJM M&{,LENGTN *0 SCHEDULE (TAX ONLY FDA A, Clb ONSTALIATNOM AS PER SECTIONS t TIM 10, ON SKETS 4. S At 6) • BOLTED W/ a/41# 3Ml- SS, WS A WOW AT bAW.IP 4. WIMO IN OF MM PACING S H RULE FOR REGUI I IN<iTALL_nIM IHMEXISTIN ONCRETE CONCRETE BLOG�STRUCTURES MAD ONLY FOR PANELSQd 911MA IATTDNS AS PER SECTIONS i THRU 7, ON SHEETS 4 k 5) ALUS "m in FLORIDA BUILDING CODE h Yetx Hu 'can* Zane ND. 4167 = _ * �: * y �t�, 20 GAGE GALVANIZED STEEL STORM PAI#Et:s ITT.- 2sill-, ST 6F ' " fii .,�+� ■� '"!"�."/n""� GLOBAL PROTECTION PRODUCTS, U.C. tNr i/ 1 M0 6! a'I",`�D .. (0¢ L, 4e00 8.w. 51 GiBTFr NBI,'NBrRIRS -!o"dMil•ANr. MNEFL. 1514 ,t7o/ Nx LED, w al. sa. ,ama aNms, ft axw PNa+e taa4)ma-roe, Fyc (PaaHar-?AD] 20-4 78 G oaT1R - 1Nx MAYfAIO. Nx N :E- A. TBdff 7),.. P:E. ti'W - BEET a O)• Sb �ifa aG � (SETT n� Txw +8S•6, -T3A Y-s• OR LESS 2 1li• UNBOLTED , TIRII S k 7 +a5a, -720 >r-s"roe•-a• Mex. 3 a/4' LAreot.TED , 1MnN s d : +SaA, -73.0 >r-r W 3 i/Y • top 6 ra3.e, -4eO 12'-i• Odi LESS 3 1/2" 7Ep� • SAT � a. a d to ANxANm ASD, DESxn] RA7wG (P...tJ NA,W,1N AIADiBNS �ALVNO Fdi E,D, - 3 1/Y _« # k ANY �ak1BTNAtpaR 1 µ�Aly PANEL L}NGi11 t• (1L) TiPWti 6 7AP-CA1P W1K-N PXOQNTE FiNYE D AWFLYNE PLUfi ro eeeE ro eONCREtE � to 1bNORETr CONCRETE m OMLIEIE BtW Npr�E ro rAn12E1E N � ti N/A WA N/A 8• MIA, WA iY 3' NIA WA r 6` S' 6' 8' r t (ta3T19Y) { 8" XJA WA WA e` WA. B' NIA b' N/A Y (TOPS r N/A WA N/A 6' iN/A S' WA 5' N/A 2 (BOTTwO +58.5, -728 9•. WA WA WA e" NIA S' NIA e' N/A 1 k � (TOP) I T'-5' OR COOS OR LEST e' S' N/A WA e• a' 8• e' i` r 3 (EDs1pN) a�.. M/A WA NIA e' N/A 6' WA 8' WA 7 (TOP) b• 6` NIA NIA WA NIA l3 {/3' a 1/4' 13 ,/3• 8 1I#' 6 1I4' B 1I4" b 1I✓ 5 �) f � °t815 10 d 11 FOR ANCHORS TYPE 6 SPACING i'oR fI1SONfAOIAFTn RN10 BO[u FRAE 8190N0. IONMUM ANCHOR SPAWN AND 4180A11A1 EOaC DIStALAOE ARE 1NLl1O4TE0.ON ,kRe SCAEDIA.E NOR CO 1i55 1NMi ONOrA2FD ox �7WIAE RNLOE AR,iOR SPNAi' 9 BY MLt'lilY`f00 SPAO6NO 5:IO+M eff SCHEDULE of THE fAIDYNaO ii•FifiRS. CDR 91K OPDaTOM N BE POSSIBLE kE01aCiD SPACING OBMINFD USNG FACTOR Stt+11 ARR BE LESS TIPN YRIMUM SPACRIO INNCAIED FOR FJOf] NX9LOR IYiE AT AOOf10R• 1L6ND. NIOIOR TYPE 1/4�_ }/4"r 1j4•# ili'S i!i'i 114'. TaxxN GF lTw-eb. FAQ N2LA-11T wtm-Ro' ie AYCNa LPADLB fR) Bn r..T CsneM BNA � 3 3 3 i/2 J tf2 3 T/2 xwr. m (tilt eeawo0 Le 2 t I I 1 1 I 1 r I ? '1 I 1 ! I i 1/4' t o, x 5/r LOBO BRASS BISNNG w/ t/4'Y-20W SAS MA e 6 1/4• O.C. FOR PARE. LENOIHS UP ro 3'-O• AND R t/4. O.C. FOR LOOM 1W TO W-e' m- OR p14-10 PAIVMATE FEMALE E) OR RAYEL)N,E PLUS O 12 1/2" Q. C. WIN , 1{2' Mn 1RID ED RAEIRATIXN AT 07N IN' UP TO I -Ir PU1i ROR ALL tFHOi1,S UP TO r-r 1bx. 114IE3c I, INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.8.6. DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANELS LENGTH UP TO W-8•: 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL, TOP &BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. _ {, R ,a i tj Fall f01 Eo lwvm�HCAU!RD4\10 ,EAO(R ALT'ERNAD& 1 W SCALE 3/8=1- ALTERNATIVE 21 SCALE 3/8-l" I EO EQ i .t % t Ea 't EO F1 t V { �, � lRAxt P1AE Wm PAm L..�.i &TERNAjjj()� 3W SCALE 3/8..1' l1LT�RLiB&Y'ANECHO ALTERNATIVE 1W SCALE 3/8-1- �E�HITE SNOT SNp1YNt .LRN (YAW ONLY FOR PANEESW& WNSTALIATONS AS PER SECTIONS 1 THRU 10, ON SHEETS 4. 9 A, 6) MAXPAM I xuw ANCHORS SPAc" FOR Lo.. 3 1/Y » - - ASA. D69k.•N TAFCON OF TAP -GIP GVX-1N PANELMAIE FELL4E O PANELMA7E PLUS SOW SCT APPLICABLE TO ANEL PRESSURE RATING (PST) TO CO VIEFE TO WICRETIE BLOCK ro CONCRETE TO CDM.OR E eLOtI To CONCRETE TO ETT BOCK ro CONCRETE TO CONCRETE at= ro CONCRETE TO CONCRETE BLOCK TO CONCRETE ro CVNCNETE mocN COMBNSECTIONS Uym OF THEY a� ti ( ) 6° N/A N/A N/A 6" N/A 6• N/A 6" N/A NIA N/A 1 (TOP) 6" 4" N/A N/A 6" 8" 6" 8" 6" 8" - H/A N/A 1 (BOTTOM) 6" N/A N/A N/A 6" NIA 6` N/A 6^ N/A N/A N/A 2 (TOP) 6" N/A N/A N/A 6" N/A S' N/A 5' N/A - N/A N/A 2 (BOTTOM) 55.5. -72.0 6" N/A N/A N/A d' N/A. 6- N/A e" N/A N/A..- N/A 3 k 4 (TOP) >I',- TO 8'-r OR tE55 6" 4` N/A N/A / 6° 6• 6' 6' 6• 6- N/A N/A 3 (BOTTOM) 4" N/A N/A NIA 6" N/A 6' NIA 6` N/A NIA N/A 7 (TOP) 61 4" N/A N/A 6• 6° 6' 6- 6` 6` N/A N/A 4 d 7 (BOTTOM) N/A N/A 12 1/2- 6 1/4" 12 1/2• 6 1/4• 6 1/4' 6 1/4' 6 1/4' 6 1/4" N/A N/A 5 (TOP/BCTTOM) 80.0, -53.3 N/A N/A 12 1/2" 6 1/4" 12 1/2- 6 1/4• 6 1/4' 6 1/4• 6 1/4' 6 1/4' N/A N/A 6 (TOP/80TTOM) '-8' TO 11'-2- 55.0, -72.0 N/A N/A 6 1/4' N/A 6 1/4" N/A 6 1/4` 6 1/4" 6 1/4- 6 1/4" N/A N/A 6 (TOP/BOTTOM) 8'-8" TO 11'-2" N/A NIA N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4' 6 1/4• 6 1/4• 8. 9. 10 (TOP) 3.8 -48.0 6 4' N/A N/A N/A N/A NIA N/A 6` 6" 6 1/4" 6 1/4• 8 (BOTTOM) OR LESS 6' A` N/A N/A N/A N/A N/A N/A B` 6° 6 i/4" 6 1/+` 9 (BOTTOM) 12'-4. OR LESS N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4" 6 1/4' :6 i,/4^ 6 1/4- TO (BOTTOM) SEE BMW$ 10, 11 AND 12 FOR ANCHORS TYPE d SPACM FOR INSTALLATIONS KID WOOD FRAME BUILDING. MMW]M MOOR SPACIAL$ AND MINIMUM VICE STANCE ARE DNDMATED ON INS SCHEDULE.FOR E.D. LESS THAN NDICATED ON SCHEOLKE RENUCE ANCHOR VAC04 BY MU161PLDNG SPACING SHOW ON SOHCOULE BY THE FOLLOWING FACTORS. FOR ,)ES OPERATION TO 11E POSSIBLE. REDUCED SPACING OBTAINED USING FACTOR SHN.L NOT BE LESS THIN M O M SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. now 7m 1 e. 1/4-. 7/r. ,µ'. 1/4°. !4i TAPbl1N - lAi�a1P FEINT Rule G,mwiiiiijww _H aam-SET w Now SpAcm 014 3 3 3 3 2 13Iz a- D.a,Ax1 fatlWlxr eeatl («) 3 a S ,/2 3 1/2 4 a t/2 ACIRK fL QDBC Ism F A•0 T 0 R /z AM- 2 - } INSTALLATION DETAILS FOR REGULAR PAN I S( A 11'� INTQ EXISTING WQOD STRUCTURES 14--10 PANELEMTE PLUS 14-10 PANPLLMTE PLUS �' •'� i� 14-10 PARELMATE PLUS ' _ i 6 14` O.C. w/ 1 7/e• f 6 t 4• D.C. W/ 1 7/6' /`•.,, / 6 F +• O,C. W/ 1 7/6` �`�"" `�iXI511NG PENETRATOM TD i T EO PENETRArKw m i TO WOOD HEADER { ESE WOW HEADER / R� j O 7/r EVENT SPA 0 r % I•�L ` 4 tp• as �z. ;1 H e t/r of r I q. i S ,/.• ac W= HEADER ADER Kn, >, I � R RED ,�-°, ,( 0 I ' I I � I SEE SCHEDULE a' 1 SEE SCHEDULE GN SEE SCHEDULE ON MR eD Ef 1 ' FOR > .sETYMiIOM I ` �t �AEsuwwm ro was r_ 7a WARS . � ro am _ _ r, -- ._ „e*1'i..__.- Mo.. PANG. LENGIH _., -.,-. Max PANEL LENGTH -- l`f'____ AIOx. PANf1 LENGTH (SEE NOTE t) t/ Y-3mn' 88, ' (SEE NOTE T) /<i-craft &q (SEE wrE 1 7/OY... I 1 M.S. W/ ]/bY i 1 M/5ayW/ 7/r. I 3XSWI 6 E1 o�NFUM• i , _.._.._._) f il3dftvlw Oa.E 4 ' _ _-__- -� { 3tl EVE �Gtltw�.w T I i I r I OF 1" QP MA% AMtk I YX% i f e 12 1/2. 1 I I 3 i <•e LAG $N'IEI'S I I e D.C. W//1 1/2• II MN. THREAID 2kA' WOOD PULE 1 1 4 II Yx4' WINO PUTE II 2°xi' % 1 7, 14-tO Pµ`ELMA7E PLUS -°-t- S - I} "�'19 AEQUtREO I I i PENETRATION AT FtEtTVREo - i IMQUREo DUTIT �I ` i O 6 tj<' O.C. W/ i 7/8• I t i MOWAnIi OF PLATE I T7 Et#D O f PLAUON a ✓` 7 14i Lb SCREWS O i MD WI)iH PLATE I -6� o.c. STAGGERED w/ Pt7NE1RADON .� yf' AT DIRECT I SCALE 3/8-1' SCALE 3I8*1' SCALE 3/6•t' ww'. 1.. INSTALLATIONS FOR ALTERNATIVES 8W. SW h TOW ONLY VAUD FOR A4{M111F11NAI#y BUILDINGS5 UP TO +43:8. -48A P.R.f. AND�`J S LENGTH UP TO 12'-4' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN a P CAN$ ''' �;' PINE NO, 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL.. � J F i FLORIDA BUILDING CODE Hi velocityHis cone Zone NOTE FOR COMITNMTidd OF cr_cnONs: c NO. 41 * r n' INC. 20 GAGE GALVANIZED STEEL STORM PANEL aara� �, CO I BOTTOM Y WAY TO CAN BE * TE 0� =- +�,.�.+A�� r` GLOBAL PROTECTION PRODUCTS, LLC. °f/DIMo2o COMBINED IN ANY WAY TO SUIT ANY y•�'•, n 1LT ,EL V iNO atE INSTALLATION. 0 4eAI sn. st slra37 ;� O,E:.,' l R1 +] Ea d ENaH a GOE81Arc EM4� n. rM ( L aalx P1pIC taS43�-]s+a. FAc tmx)w-e]a7 2D-178 m-1ml WO �p u4mNO Na: AANA FA-00a671a'-• II/MN17L SFAI/4fMATURE/MtE _ wR,o A 4kt/07 atn t]-,b BELT ,R M 3S N Q) m O U N N �- CL � O O �. O O 0 0 �- a O Q� O Ca LL- O .0 C/)CL Cf) O y �-' (a D = - �'/�^� vJ CD Q Z w J N� � __�0 y N {;�% ( ° V �® fA V 6 � l>� \3W �' > � / W aE� CONCRETE ANCHORS CONCRETE ANCHORS sOO CONCRETE AIRCHORS: SEE BCMEOUlE ON SHUT 14; (SEE SCHEDULE ON �. (SEE SCHEDULE ON FOR w000 SINEW: SEE SF.C1'tM m ow 19ALTERNATE SHM 14) - I SNFET 14) �Ab. T 4, 2/4, 2A/41 3/4 HR 4/4 T, z A TW/1s tP � � )W/is 1 1 $. "L`OCAII 8 1 1 1 8 + 8 1 INSTALLATION DETAILSFOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SY$TEM y AT ENO PANEL D•, STRUCTURES POURED ca+aETE _I YJ4H. / 1 ter twF. 1.� }/2•_m._�. AT END PANEL' 1/'�. iJDS16NC INTO EXISTING W00 _ - m ov POURED CONCRETE d • f McAO• SQO' 1ba.• i DEC P.WEL 1 1 _ i I \ ( sTt a EVQY Jz b )Cn a- W. (t�1sE x) o nx Sc�uE I - sE aur,anE I (121/2-"P�i ? C ? i j/ �4. I' )��_-. I � W I : I Ti1. 44 I SHEET 14 { - (0W C- O PANBJ. (xNttlmat (NMW PNIE� (DniNON PANEJ3 (END "ago ILU W4.411.1, 7 eSTUD 0 3z' '' (ems) ! ___ 4 EQOR r. - �"'�a (� $itaa $ 1 T i r ! N ,/4- f I SEE ! SEE -: ANTERIOR PANEL END PANEL i/4• tEi 9Ei I i I INTERIOR PANEL END PAWL... 1 I T/4•fkt• u B , 41M7 ,UCWNE I {.5CEEMiI.E #1; SCEEOJLE �1 RFAURN i/r Mw..' _ "aorta! t/a sr +') e" : t _ _ _ - *g m � C y._. � . _. ANCHORNW �y _ � �A FEE Ii �•-3°-= i7 F� �Ya�muLE ` ` � waw wmER I y FOR MPS. ANCHOR MaS ANCHOR ICU (BET DEL. t/,41 I W iaEE 2I,) OR DIRECT tM7VM SPACING BPACBi4 -- ( SPACINGT3 MN1.1NG I 1 3' ARP---- TE13tLFE'a I I l r aLQ�'sa" i i s l -LL MOUNINN I�NSTA N fApPLICAO TO SCHEDULE 1) DETAIL 2 FLOOR MQUNNTIN IN�j TI gP��,(CABLE TO ED LE 'l Q •'+: , /i✓.. �,i i (NEE HaEnttls r/14 SCALE 3/t6' - t' SCALE, 3/18' - 1` Tfdy,.1f32• I I � ( k 2/19) {,N•TERIWE LOCATION wxrA NOT a E4f)Tr � L STUD a l2 //2 4.0 J ' 1 ( ` I ' ° "Am;,1• MAXIMUM A.S.D.DESIGN PR T f. AND MAXIMUM A.S.D. DESIGN PRESSURE BONG (p.s,f.) AND CORRESPONDING I ALTERNATIVE 1 ALTERNATIVE 2 ESSURE RON-G (R �� POLwEO cdwwFre % I ; ? k 2/T4) " : MAXIMUM PANEL LENGTH " " SCHEDULE , 1/r Mw 1/4vxw Ku"'mo15 eL w I CORRESPONDING MAXIMUM ANc_iiaR SP�►CING SCHEDULE AT (8) FOR f Q t �. (NIS7 (s¢ ro e 2 1/3• oc I j4, 2/4, 254 AM OR 04 1, Z;A 1WjT5 1. Z R 1Wj15 �QI i�� CA ` as s�Kctftw5 1 d z N7 n FOR TAi EEtY oFT, t/,4J I { I 1 }NSTALIATIONS INTO CONCRETE & OCK STRUCTURES _®_ ON < FFT i3 I Cf:NFRNaF A T W/ WAN 110111lf COBNIIDACN ttN+ d nO7TE LOCATION'mM WJ F_O_ - 3 tf • ! _ _ I 1 _...t ow ElSEE SCHEDULE m 9AFEIY PANEL i- ( - IL '"'"6 ) 11 N a tplmglN - FOR &ft `t 1 pp t 1 AL.. REOU LIFE SAFETY PANELS LOCATION of LIFE {SEE NorE iBELOYn - - - - SEPMAtIgV I 3 V Ls. RESNUTAR PANELS w OR -+i W+CurN a TM-BtlP adK-M iEMEE tD nxELMUF pLUro• -T� r-R' - 2 /---�.-_.., :._ sAiETY PATEN MAfIM1M As.D. PAM£iWtE APPHffi+BIE ro 3/4• L.,en.]m ro NRALS. rj "-"--_-.-- W/o REG" TRACKS (SEE NOTE i - _ _--'_._.--- _ �.,�..,,.,. 0iS11R1 SECtroNB k AtAmHuu PNE1 r EO CONCRETE A % ?i iN i f '< BeLOW} d LAST PNEl n To BE NSTALLD AS P TO OMMIT COL TO TO TG E Te TO GONS11aT1aN umm 1^ OL) ( Sc1+EaHAE ON l , /i1r , . 1 , fl r , / -. J iRiO S,' - BLDCI BLOCK t R BOCK - BLOW 9 D OF THEW SEE SHEET 15 FOR ANCHORS TYPE d.SPAC NO FOR RISINIA.TIO & KID WOOD FRAE WALKING. ° i OR DF LIFE SAFETY SCORN, PAFl OPENING 6HMIL w�ALF CR BLAB OPTIONS ALWAYS RE FROAOEO W/ REAR HANBi UNARM ANCHOR SPACINGS AND NN&W.1 EDGE OASLQNCE AE NDMh7FO CR TNS SONMU L FUR 1 CONCRETE CONCRETE SHEET t4) POURED CONCRETE ! 1. (Aq. COHODDH) TO FA�CURTE INSTALLATION r INTENDED 8" N/A NIA N/A 8' NIA 6• NJA 6• N/A 1 Ara (TOP} ED. LESS TIM NOCCED ON eo"LIE REDUCE ANCHOR, BY IAA,rot"" $PMJNO l _„L TO K BSIAELED OR MADVED FROM INSIDE +55A -720 9• 7• 6" 9' 9' 6" 8" 6' 9` 9" i (BO710M) W-0' OR to SHOWN ON SLYIEDME Br THE E'QLLDWA/O FACifA't5. FOR TNB OPSWON 10 BE POSSIBLE.E0•� , I • AEOvaDa SPIFUR(' aRTA1NED 46R10 FACTOR SHMk ZOO w k� THNK NROMVN SPAcm O coecftTE ANCHORS �' : D' ELEVATION . 6' N/A N/A N/A 6" NIA 6' NIA B• N/A 1 @ 2 (TOP} MUCK1FD FOR EACH ANCHOR TYPE AS ANp10M UMIKIL i y - ADOD T4A7E WALL , A ANii EWOR-MS?lNT i +55D -72.0 s a To 7' s . I� t RE RNRFO AN..^ M 1,lTTINi IAA ITiON WALL l I LNG INSTALLATION eTION SLOTH 3/32'-}° p' S• A• 6• q" T EJ2• 9" 9• 9• 9» T {BOTTOM} 1J4S 1I4'# t/44 „ t,I�Pm Rf4Y T L I � �1s "? pE�OLLN "All Z- lIARiOR TFPE _._...._.,.._ q y ay'i,{ -' SECTION.1 SCALE; 3/r - 1° - 4'sECTNy1 ..2 SCALE; 3/8' I" �+E,�W 1 « 1 * 1/+'Mnx. B" N/A NJA NJA 8" N/A 6' N/A 6' N/A 1 d a (TOP) , CF ZAP-cNNt aVAH-N t R•- .....,_... ..._...._._____..__ 1 t__'t I.•I/.• A+c.. Oi1P NAP ' +SOLD -72.0 9' 4` g• g^ 9' $" l" 6" 6' 6• i (BOTTOM) 7'-6" To 6°-6"' AAn. ANCHOR WMMM Un,Y 3 x s } 2 a,iA NOTES.ON LSE AaF'M STORM PANEL =UM INST LIAMN 'Le-,AmewTAAAL Bn) ]. 3.. 3 a a a (L` "��pF,FATIYE 3 ALTERNATIVE 4 U ACRIe, fJL �1Q 0ol7N# ) Y04Mx4' 7E I' i $ Onlrc. f• L p, RN T. LIFE SAF"£IY STORK PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1 OR AS M INTEP" PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). 8 GT . PAfkYS B (AL� P NIGH ,y E 2 : W! u wY f EFT£ SAFETY PANELS MAY DR MAY NOT BE INSTALLED ADJACEM TD REGU:pR PANELS SEE At rLonS oL... CONDRfOJS AS eCTiOM WI fin, - 3 S l3' • REOAREp it '-- H/4'r uO SCNflrs O 6' aO. W/ 1 1/2- (WI OR W/0 REGULAR TRACKS.) SEE NOW 1) - . - -.. _ -- ,� - 1 ; .I N/+'i.:D.,al6• Lwac B eusxaNc w! SECTION E� ap mm WN LSD. i (SRO B 5/r 1h NOW TOP OF A ME) 00 A (SILO. B r IAL n= TOP OF CCU). APPLICABLE 70 2 I n_._...,__.� 7� ,� - 1.O t : I 114"4-20A2' 6,5. M:S. a e• DA. OR 1V P, In SAFETY PANEL CONSISTS OF D.039' GALVANIZED STEEL. STORM PANEL AS SECTION S.-I3 QESTNYN tAPCppN " ; _ SECTIONS / d MAXiMUN PANG. 1• .n7 1/4-0-m PANDUA 7E FD&LE 10 OR ALTERhtATIYE WOOD CONDITIONS xSG..-ANCHOR LOCATION PER GOMPONENt SHEET 2 OF ORAYeNC. PEn89N.jamm ColAB6VAD0 tENGNi "l,' (ft.) ,iIHMENAN---._-_____ _ _ THIS PANEL ALIGNS ITSELF TO BE REMQVED OR INSTALLED FROM IKE INSIDE OF SCALE 3/32'-1' M,RC , OF THEM a R TIt A1. } t ,pp - tm PLXTE E RNA: O r O.a W I t/Y Mn. STRUCTURE. SR T .LAp11uNaANN ++9z -37$ y ! 3^ 4 1/2 --4 1j2' z (BOTTOM) r-6' OR _LE55 aA��?`- ✓'� 1HxEAOED PE,E1RAnoN m ,woo lLA7E ,BEE : 5>RRTEp TnACxS ROT S1tvMN nA] EfiAAtt' 3. uFE SAFELY P REQUIRES 70P TRACK ro BE coewor4EwTQ)aN 1lOOTTOM iEuCK To .� T!L( N'4' 3.' y EN3`i`'•••� WALL MOUNTING INSTALLATION a�,,,,aunu� BE COM�S E'fas PER $FiE,`T z of THIS DRAWING. a. ��R;t;:.... fr,'4',,i +Sa,13-fi6.o 3 3• 4• 4• z (BOTTOM) r-6` oR LESS, a``N'`�p: T! J✓,p'4 COMPONENT Y BE NSTAUED WAu. OR Fi.00R MOUNTED Fp1101wNG SECTIONS 1 +55.0 -72.L7 2 i/a ? 2 t/a• 4' ; 3 1/2" 2 (BOTTOM) 7'-8. OR LESS = No. 44167 ALTERNATIVE _ �: G Ns.� •.• S LU 2 ON iHtS . AS WELL AS DETAttS I a 2 ON SHEET 14. ; Q': \LEAST ••'•., `* LT x�L ' 1• ,r`y=j' J `�' �' _ FLORIDA BUILDING CODE (Nigh VelocityHurricane Zane) +55.0 -72.0 2 Ifa 2 1/a' NJA 1 N/A 2 (BOTTOM) 7' 6" TO 6-0. FLORIDABUILDING CODE H(h Velocity Hu cone ZanE A W _ _ ) 4 :Fin LENGTH FOR COMPONENT �16 15' - a A 7 FLORIDA BUILDING CODE (Nigh Velae Hurricane Zone Q IAax. ANCHOR SPACiNC FOR COMPONENT ANCHORAGE At BOTTOM 4S GIVEN ON C NO. •. •• #55.0 -720 N/A N/A 3• 3• 2 (80TTOM) r-6' TO 8 -8 '+'Ay, 4, Mm TR7Eta, BE, py - z .2m XTIM W- FF. 51DVLEs 1 d 2 SUET t4. - : k $ eY zo 1 TEZa, INN 20 GAGE GALVANIZED STEEL STORM PANEL 4 $ s; p . FCQRl1)Pw w 20 GAGE GALVANIZED STEEL STORM PANEL DRWrw erHEIS ' iF ; .'� 20 GAGE GALVANIZED STEEL STORM PANEL auBN W. COMPONENT NAY BE PERMANENT OR REMOVABLE s * : ATi: ' Oz $ - arizalzDm '4+ ti' i ` •.. •• ^`'. o7t2e/2G2b t. MfA.U7FNS ARE arar iOLLM MR 6w0►IOS w1IH A.S.D.OE'9GN LOADS UP TD _ $T OF kA _ Z 5. SEE OVA" MR 1NSTAUATNSN INTO wood FRAME BLALOAxs ON S,REE7 15. %'O9''•• P - ! E /+ GLOBAL PROTECTION PRODUCTS, TLC. ; AA GLOBAL PROTECTION PRODUCTS. U.C. ahc 4s6.a. -7xo PALE AIO PANEL'S LF2NTi11 IA' TO a`-r. �• ...TO ...• ..'.. IL. ALBINO. AeoO Se, b, BBEEt ' a7r: 6. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECES57'L`,` FOR THE LF1SiALUTlON OF A,p SS QN A4•' Nx. 0.,. LED aw. v1axA NA.A+#, sA a»w omm t054)Ma-7345, FAR: (a34)46a-87r7 20^ i 7& A p PLx. aua p. t- 3aa WpM,A RAINAOr. n u,A, PHONE: tnsi78e8-7N5, FART ia84)eRa-em 20 17S +� k�SI A(•f•Yk / -,s� 1GJ' 'E.4n` ae, #VnoOO4 kLPm.Ye HRWE: fas4MNro 'aus, t (Bro4)BflQ-eT27 20-178 Z NA/N IIIAAAU 4 Nnw r (>MI m-,Bo . M . DCIO m-!Bt �tOO Q SPACERS AT TRACKS 11ffiTAt1EO MJACENT AND BEYOND TO STUCCO D BAVdDS,tI4)e'Sa+-tl,aa . FaN > taW <a, -rots . - �aN} }M,. _. . na.: OPAL m-LIANA w - F ` OO W CA-ODD871a "' 10A0a°'"ft D All LIEN Pl, ATE... CA^00W7La� u0 t7-Ns a - .. PL 4EA/9OxWAE/M,F WM78R A, iRA1F Ae„F,E r aG ,i-, a -. PL SEWBp1WTLmf/LM•HE Wi7ERA 71LLtl' Jr.. P.F. wAtiR A TELTP # PL - - SNEFI 93 dW 2< - _ -_ _ -.. - . + - SMEET 14 NN 20 - _ 4 ,M/ _ • - - BRAT 15 OF 26 ^ SHEET NO. SH 1.1 INTOEXIISSTINCG POUREQ CONCRETE OR CONCRETE BLOCK STRUCTURES -- T/4'' TAP'CON ANCHORS {• TAPCON ANCHORS ,/s" rAPCON ANCHORS .. 4• TAPCOH AN04OFS O 99' D.C. I ` i II" O.C. O Y O.C. POUOR tff0 ' Pg OONOREIF, I 6YxtCAFTEY' I ` iN.00H(R 1 BL B REt]LaED ,_.{'� @tD(5( REOUItm ! ,-{S :1J4' ! 1 1. 1114• f --- S,1.* 1 -"' r r -�-- A ; j Tv p j AMAX I ew to ), �I i a.� L _ PANEL L04 M , M Nm NN wAOait C7 y (SEE. SCa EDUCE) u y, EE i i. __! ._.. i _ . ._._ e _._ d _, ._ _ B f _.. T-. 1/,_ _ /I - __ '---•%'r ... _ _-... __ . � 1!_ D•i - 1 ` DRa IAMB. ealTOM CawWJa i {' - _-rt.a _ �� � � �' I 1 �. _j t`-,DILL NR R UFT & RIGHT J" MAL 3A/iT. 4A/17. SA/fe. 3B/,7. 4B/17, WIS. 3' MAX: ,i• MIN. 6AW/1% 7AW/,e & eAw/20 ilAlioe[n BMe'/,@r 7BY1/19 a 88Yi/20 ,• MA,,, I N ' 4 --- ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 79 & FDA OPTION 2 FOR LIFE EMU ELEVATION SCALE 3/18•-1• -T - SAF:TY PrNEs. IWO 3/32` WHO ,aUi 12 1/2 O.C. SMP :-DWJRAP�4' TAPCON ANCHORS -F(STAGGERED 4 1/2" 0 W/ STUD) MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.s.C) L (ft.) (SEE SECiIONS) TO GLASS CWJQ€T10N +55.0, -72A 6'-B" 2 3/4- UNBOLTED INSTALLATION QUAILS FOR OPTION J2 FDR UEE AEM STORM PANEL SYSTEM INTO ,EXISTNGG y Q D�$T�.U, T TIES *,j��' w000 HT:AOEN •". )( .,. MOOD HEADER "'-, r 1 ve e TAPOON b D.C. 1 4•i IAPCON O 'MIN. THIVADEO P ) �,,iPENE1W KNtRM WL1OD t - j ! 110N AT WOOD A r 'ST I; SEFINIAMN CLAW w OtASS T,H pA W431 it) i .L. XLOW) i PANEL LEtNGTN (SEE NOTE I BELOW) ( lit x 3/3a• YAW tNUT \ ; I F H t - ; wMsrER O is O.G 1 I _ I 3 '-(STMi0ERE0 w/ 'S?UD) yM'CEPED r , i MIN iTWFADFD 4 , II 1 j% 1XIF1 AT YIDA70THOF FIVE '-'-'�--� CENT. e a 3/32• WING RUT wAS1I1BR wyoxa) , +'Y TAPWN O 8. C.C. w/ SAD) / / T1s1EADFA TXhN AT IeDLYIQTII OF PLATE -u_.__-214'Nm PLATE L 2R FLUE WALL MOUNTING INSTALLATION AL SCALE 3/8•:1" SCALE. 1. IWALLAMAIS ARE ONLY VALE FOR BHALDICIS WITH A.S.D. DESIGN LOADS UP TO +55.5, -MO PSF AKA% PANELS U I NGTH UP 70 W-87. 1ti�•p f• J No- 2. FUN NEW WOOD FRAME TAN: WOW MEMBERS TD BE So"HERN PINE NO. 2, W/ SPECIFIC DENS" OF 0.85 OR EQUAL =_ . •O'•. 5 CODE G Ydj�l ir+•"� V/ ( GLASS w. srPM+rprt PANEL LENGTH & , (SEE NOTE , Bk1OY0 ; F (SEE Ox3/4•SS M.& W/ j Y32• WINO NUT LI e ,a 1/2' Q.G GE W�jiAII I L MOUNTING 1 t PANEL 3&= SCALE 3/8`-1° FLORR)A BUILDING CODE OCdC, HIVEI D Y S. W/ NUT COMPOENTS FOR SERIES 2000 & 19� E Z HANG MORM PANELS (SCALE 1/2-=1'� -- --'-" -- ,5.198• ROTA) Wi1TTHL --__ _� 1--2.230• I�-�2.59,- 4r,. _--tf fl ..-----_--17500• (EFFECTIVE WIGM--- - -•-I ) 2250• ^`.--1.3s0' 1/4• -,. r--,.330 \.300• � I LOTS' 2SW LOTS' TM /�/ I •- '� * 0.038• MN, THICK HEMMED-,:}'" 390°• 2.244' 2.56r 2857\ 1 / iiOGE Y15 *AU`MIZED STEEL2.ORO0' 2.21W .2 s, N TYP. AM MB5.7 rs I .. .� •- ORAOE 50 McIWM DETAIL 6J + + i 1 1 EDGE, ' 0-8D C&V, -r - y- + LDETAB. 48.8' 1 5 A...-l--s.sJa• --------------------------- -`,.s0. �0• �2gq+'t"'�.. Nori.._.� pc' 3r7. 6.280`..,_.___-_�-_�___-._. ti• 2470'-----# STORM PANEL RE ER ED -h- TRACK S R RSED "U* TRACK ri 1 PANEL'S tHt) Li �\ W/ Hamm �'� j �\ SOLOS• 125". q� WME = P ; ISOMETRIC ViEW DETAIL A 20W �a 2ao0 ROUNDED CORNER O ENDS OF PANEL'S i i 125' END LIP W/ HEMMED EDGE. 750" I 35D' ._ ,..._....5' Max: _.._..._. WJ- TRACK EA� '6 2"'xS•(Malx.) ALUM, ANGLE 1 4 WIDE �i-•-_725' 6061-76 Hum. ALLOY s ^ LF 750' .Dss' RnJ ,�. LjCnEM��. •l� N0. 44167 - FLORIDA BUILDING CODE Hi h VelocityNUT no Zone 1 TE OF ct�a oxmo maFzo ole 20 GAGE GALVANIZED STEEL STORM PANEL a er. 3- Mox. aF, • O 3"1t3_'ILAILldld4 ANGLE }39$ *'°�sS! NAIL 11 L f E C O €NC. GLOBAL PRO1CTION DUCTS, U.C. °fJ2 WROT All INIIIIL/1, I ! e aUw. RTaT},4 Ill LONG. N9 6063•-74 Aium. ALLOY .w Aw `a,w "w�".°AOns°�p°Orn MsrN PHgNe 4e8A3�-75+5. FAc (swMm-a1P7 20-276 P.E. OAr-QWo7,e Nw w AlarnN Ae4' nw anxaln• ORMNT,T No: RALT,R A Jr,,. P.E M+ s41 F MR[aT.S@ or 2A SCALE 3/8'-1 I , r � �4541. IN CLASS �: - I _ I of 1 1 , , i , $ I , a i , s :1 Al �.. , Tt , " �'.. urS bs;• �.X �) • �' 17 "G eift A l E.D. �) i I IE.D• r � ' �s �e ) I �-_._ .-- f1/2' - ,�N�4f-a0x3 4•SS. U.S.. W/ ;1J2' '- 1 4"P-20xS/i'S.S M.S W/ / x3i32" 9ANG NUT WASHER r j I. iJe tbrSJ3a WING NUT WASH" 0 12 1/a+ D.C. (BEATN6) ( r' ��z/e•e x s/3a^ Wa+eG j E C L NUT WASHER (BEYOND) � ! S i 4 7APCON ANCHORS ; 4" TAPCON ANCHORS I i. 1/4•.TAPG0N `� 4 T/2' D.G 4 1/2. O.C. " CHOIRS (STAGGERED W/ STUQ) O 4 ,/2' O.G L I.RED CONCRETE ____.POt1tEED CONCRETE ppUREO CONCRETE Wt CONCRETE BLOCK OR CONCRETE BLOCKREQUIRED REOLfIRSID OR CONCRETE BLOCK ► 1t i:(Z{� Nj�jJ {i INSTALLATION ATION WALL iAdllPITiNEd INSTAL�j10N WALL MQUNTll�1 D ATION SECTION 32 SECTION 4A O Li- SAFETY PANEL 0 REGULAR PANEL O LIFE PANEL SCALE 3/9•-1- SCALE 3/8'-1" SCALE 3/8--1" SEE le k 20 FOR ANCHORS k Alam M o�, W OO FOR BNSLYAATpNS et,0 WOW RIS F NM. NOagK BPAWK Oa a FRIME FM1E BUE.OND EDGE IN TANNER E 9c0ax AND 1BUMW Tit ARE TI ,ras `tmwaln�l co o OK). 3 FOR LW I SCICNAE REC TA. ILTHS TFtMN LNG BF7! ON SCHEDULE SOHEOUtE RFDUOE GANCIMS!" SPACING 8Y IN KNOWN SartDiHE ia,[swJ WnA.M saex OIEj a AORTA. E1 a�GtM3 ACNIt FOR 9+• THE FOLLOWING FACTORS FOR 7tIW Ill OL OWINGF rWEiOt lx POSSIBLE. TOR SMA /2 y4 0 1 BE I THAN 1NNAT P S N TI INCGTEb TIM I 115e16 FACTOR SMALL , FOR FOR FApR ANC9wR1YAE ON TY6q SCHEDULE 1NSTAi��,,/ MN DETAILS FOR OPTION INTO EXiSjING 2_ QR LIEF SAFETY STOR�+1 EMEL SYSTEM WND $TRUCTURES I s 1 4.11 TAPCDN 0 8" O.C.. 'MIN. 1 4'e TAPOON O 6' D.C. 1 j rYri I F J2 TWROEADED iRATKNI' AT YNfIOD r ' t 1 W EO 2 R WOOD AT WOOD HEADER HEADER { f 1/4. W I tJY , M/ f 2 �' I WOOD HEADER 2• `: i -`_� WOOD HEADER REQUIRED N" i tt REQUIRED` lY MAL SVIARM0N TD CUM -(aEE Sa.E EXISTING ON Ow 10) S CLASS EL ' PNt0. LENGTH - /Hr- PANEL �LENuRH IX1511NG CIA 15) 1 (SEE NOTE 1 MOW) ,/4'h$WrT' f (SEE NOTE 1 BELOW) +y�. r 1 r i I 1 9 I o �. REQUIRED {y1. 1 j I 167,/8Y x 3/32; WING NUT WASHER O 8 /4 O.C. 2•x4• WpOG r �! i7/8•e x 3/32' YANG NUT NEED ` WASHER O (BEYOND) (fiM10 PANfIJAATE P�5 O 6 ,/4' O.C. W%I N/a - t [ i %.'j IS t ". 'S 1 _ t s #14-10 AMMMATE Pam,,_, O 6 1/4. O.C. W 1 7/8' -, t MN. 'iHRRJ1ED Pk-NEIR1010MI t { tEEf I MIN. THREADED P ON AT MIDWLDitN QF PRATE : j AT MMAIDTH DF' PLATE ,� j j n•I .,,. WALL_ MQU�NG HIMALLOON "w AAVA AN TI(NNA�A,� AUPW liff REGULAR PANELI'4,R i/j•-'°VA,. O LL PANEL ••✓,P SCALE 3/B'-T" y1i '4"' �yld SCALE 3/B'-," S�'•\� FIflR€QA BUILDING CODE HI h VelocityNurricone Zone 5 I IQ 44167 ; s0 TMT Nr 20 GAGE GALVANIZED STEEL STEAM PANEL F.P. t. NSTTALLAT06 A� ONLY VALE FOR BUILDINGS What A.S.D. DES" LOADS UP To +555 -72.0 P5F AND PANELS LENGTH R TD B'-B. ^ *;. �. t'-\ .TIT L Q� _.. �� i o•, ATE GLOBAL PROTECTION PRODUCTS, LLC. ! • I L E C O ONION BY: 1cmJ 2. FOR WW WOOD FUME CO S'T UCTION; WOOD MEMBERS TO BE SOUTHERN 'Q •• AMC. 4e00 S.W. 51 STREET Fi fl•<``'• PINE NM 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL - - - - - e k ANY wv4 FL 73a,4 i rSi ' - P R.a al .! n, r sa ww mwcq n a1N A.0 (n Keet_7w, Ff (93a)oo_V T •$AAA S TC.. 4 P.w : P0} 4r-WA . � e Sim 20-176 N tA-toDE7TI o_ iN/NN /HIKE �JGTC '� WFLl6t A 7Ildt ,k. P.E. n-,M _ _ i ORk/MG N> tWi7 A a 20 Moll 3'/E4 3 (SSE "M 2 N'Low) 1./241► 4'/24* (4�W/ OR Wfa LJ• (SEE NOTE 2 BELON 1 Ih TILL hill E1 46 2 10 SEA I SEE 9E nM' � 9'-EE-t 26 ­ -_. t- Me, T• k4n IIM4 S V OR O w/ °R W/a@$ - • LASE PANEL 70 BE INSTALLED AT FAON OPENING ALWAYS BE PROVIDED WJJ REAR HANDLE To FACILITATE NSTAUATON IF INTENDED TO BE BNS'FAUED FROM INSIDE OF STRUCTURE. 9DML aiaY . t• a,aGE aJa2• - i- �i/4' MAx CAP � 1/4' Mar. CAP ,/4' Mev. rw _ 1/`• ICU:. GAP> ' T DaQw/oRw/a�.� 1 2 TEIIMIE LOCA7XSN _ SEOQN (I -IL SECTLON f#-B �i'EHB rusts) (T). DEFINITION OF SERIES IOOO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + .NOSES.' rAi BOTTOM TRACKS AT PANELMfrTES. TE PLUS OR 15" LONG (,). DEFlN " OF c^I^-,� E5,_°tk30: E e 3 NANO STORM pANEt. SYSTEM CONSISTING OF PANEL + (2). END PANELS SHILL ALWAYS BE CONNECIFY� TO € BILL WALL BY MEANS OF Cost. TRUCKS TOP & 13CHFTtM1. PANELMATES OR, E USED NTLY W f5 1,DNG TRACK AT BOTTOM, END PANELS (2). PANELS SNAIL ALWAYS BE CaNNECTEI7 T7) BOTTOM TRACK OMERWHSE A STOP BAR S<UI.I. CONNECTED TO� 1/f4M-2tlx3 4 S. W 7 °SHAL BE PROVIDED AT TOP OF SUCH PANELS, r..1 ///3�2' WING NUT OR i/4"MaaDx3 Mn. tKRC) TAP ED 2 CaEPT A5 (3), tP END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHALL CONSIST OF DESCRIBED ON HATE (9) T/20z3/4' tA.3. W// 7/B"AM3�JIS2' WIM NUT 0R f 4"du3/4' Mh. THUMBSCREW 3 FOR CASES WHEN END PANELS ARE USE JONTLY Wf 15" F.ONO Q AT NTO TMIH:D BOTTOM TRACK. LOCATON OF FASTENERS BE AT ETHER TWO ()' ITEM BUT EFT) PANELS ARE NOT C0NI4ECTE0 FO �TTOMf TRAt3( A STOP HAIR EXTERIOR FLIT FLANGES 4F RAID PANEL SHALL BE PROVIDED AT TOP OF SNXSH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK 0.0. A STOP BAR (4). FOR NSTAINOONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY IS ONLY USED AT TOP)) AT LEAST TWO PAtEi.S SWIll. CONNECTED TO �T7OA TRACK MOUNTED 70 EXISaKX'. SILL WALL MFAA3S OF PAtdEItJA7E5, ONE NIETDOR PAN0. USING SPECS INDHCA'Eb ON NOTE (3) ABOVE IN SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINRY W/ i'RAEIL AT 80Tf0M ATTACNRIN7 BpTtOM TRACK TO WALL TO BOTTOM TRACK MM OCCUR AT ANY PANEL L0CAT7(WN. W TWO PANELMA7E3 FOLLOWING $HI M ON ELEVAn* AND WJ 3 1 2• (5). SEE SECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. Mn. EDGE DISTANCE. FOR TANS CAS Dt1ERHOR PApFt USED Y WJ (l��J� a R NL (#N T' SUCH TTHOTO BE HAO AT ADJACENT APS ENTR �P (1%. P2Je LEFT a RIGHTMY, MEV45 2 SHmI P EL) STALLED INSTALLATION DETAILS INTO EXISTING T 4• TAPCON ANCHORS EQR POURED OPTION 92 FOR LIFE SAFETY STORM PANEL CONCRETE OR GONCRETE BLOCK STRUCTURES 4- TO.C. ANCHORS SYSTEM IO 9 O.C. j O 9• O.C. POURED 1`` ROUCONOREDt BLOCK] i OR CONCRETE BLOCTi' �- �- i _ j 1J4 M.. f E.D• I _�_.. I E.D.• v l NT. t [ CENT. 1 i w« •pw- A. to ; I i Mx. xo.Aemon TN - i i zM4T Lai r + i elRn rq� EX51F{Ca j IN tIA58 j.. i i CUSS L-_, 1 I A I V 1 T _r 1 'I I j . ) J B. YS w/ 7J41r 1 i -+.._.. y € I I } 1 F � 1 I i /14-10's PAMEIMASI FLUB: W/ %18'4 1/32" I'm NUT WXER i I $14-10"A PANELNATE PLUS W/ 's x I O e 1/4' O.C. x 3/32" Wtt40 NUT WASHER (BEYONO) sPETE .._. E BLOCK tKWETE BLOOK Ir, REQIRED WALL MOUNTING INSTALLATION REQUIRED WALLMIUMIA A i eT1ON SECTION SA Q REGULAR PANEL SCALE 3/6--1" N O LYE S(PANEL SCARE 3/8'.1° CEP a'r� '"y1 lJ�y ?�' �1C ENSF _ No. 44167 "__ FLORIDA BUILDING CODE HI h VelocityHUrticone Zone STATE 94= T43= Ne z 4•. ZT '•. . ZORI flFS 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN a'. GLOBAL PROTECTION PRODUCTS, °7Jsorsuo ,`'a OVAL � ANC' 2 LLC. 41100 -%A S, SIM WE. A'AN hNNu44rrT Nx. a•a W, It Na, WMI1aw r, a nt4. Roe SSS4)IMe-GSM w:1le,NNee•.ww 20-176 Irw.x.: aAF, nT-HAIR . r<: An -an P.E KV./SONATIMAINTE G1•-WDe718 WALTER n NH � eeal.. WAIF MEnMAQ Na. - sNm I Ie 0r 21 ANttw05 TYPE k HER 74PD11N swlWNc FOR +rslAUTgKs N70 WOW w AAFllal vPNAa PAJ 3 a FAME 1XIIOBW. MraMw nraapR xAaNDs AHA MNIMW [DOE D6TAtSE ARE NOY:AtEO 4N T,@i •mslarlMRt e.A-1. DAJ a a OxxrMx elxk OJ a a lf$ 4aNE01AE FOR F.D. t65 Tt1AN IFwHOHEO ON SptiaAF AfDI10E ANCHOR SPACING D1' ARp.7NtiYINO SPACING SHOWN ON 9GKaA.E fe.P.sau) A08p. EG � � RICIBR 9F 11W FOJDAIFXH FACTORS FOR OPEAAfl(ffl t6 � PDS4iLE. REDUCED SAVLYIq OBIWNPD ice# iALTOA- � L65 TNFN 14NINUM SP,EDNG RATES daMCFbR TYPE OH THIS SCKEONE _ r .._..-.. al GENERAL NOTES: VALID E-Z HANG STORM PANEL 3Y5T1:A1 I. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE t0 & PAN€XUATE PLUS INTO CONCRETE ACCORDANCE WITH THE ZD20 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHAL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE. B.2) MINIMUM EMBEDMENT OF 1/4-0 X 1/8' CALK -IN ANCHORS SHALL BE IS 7/8" INTO CONCRETE. FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL SE INSTALLED AF/0 NO EMBEDMENT IWO ANY FINISH MATERIAL SHALL BE PERMUTED. py� FOR. A DI2ECTYO€NAIJTY FACTOR Kd-0.85. USING ASCE 7-10 AND SHALL N07 EXCEED THE MAXIMUM (A;5.0,) 1/4" 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FNISH MATERIAL Dam TO DESIGN PRESSURERATINGS INDICATED ON SHEETS 5 & ND TIED SETS 2 26. ENGAGE 3 !' INTO ANCHORS. IN OWNER TO VERIFY THE ABOVE CQHDTaON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASGE 7-18 SHALL. BE FIRST REWCED TO A.&O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORDER TO 0.3) IN CASE THAT PRECAST STONE, SR'G PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE TRESS W/ MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 28. ANCHORS SHALL BE LONE". ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORACE SHALL BE AS MENTIONED IN 8.t) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON IRS PEA. AS TESTED WERE N07 OVER STRESSED, A MX INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS � USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH NLD S. 2C15. (C) ANCHORS SHALL BE RSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION I626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT / 2032. AS PROTOCOLS TAS-201, it. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY SE ATTACHED TO CONCRETE, BLOCK 2. TK1S SYSTEM HAS BEEN DESIGNED TO RE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME 13UI.DIFS. IN510E W/0 THE USE OF A LADDER DR LIFT. THLS APPLICATIaN IS YAUD WHEN INSTALLATION 5 IFRENOETO r0 f# PERFORMED 12. THE INSTAUATION CONTRACTOR is 'f0 SEAL/CAULK N.L SHIRTIER COMPONENT t7JGES WHICH RFHWN iN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WAND/€DIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 3. SERIES 1000 INSTALLATION S APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTAE.LAT�N IS It{OLfIiFD 70 BE ' PERFORMED FROM THE INSIDE of STRUCTURE. 13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN INS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. SERIES 2000 INSTALLATION S APPLICABLE iT) SINGLE. AND DOUBLE HUNG AND HORIZONTAL SLIDE7ts STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM"• LS PATE7€F PE€AO1D. 5. ALL ALUMINUM EXTRUSIONS TO BE SM-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (c) THIS PRODUCT EVAU AIMN DOCUMENT (PE.D.) PREPARED SY THIS ENGINEER IS CENTRIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC ECTi i.e. WHERE THE SITE CONDIT10N5 DEVIATE FROM THE P.E.D. 8. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. (b) CONTRACTOR TO K' RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7: ALL S1M SHEET METAL PANELS. SHALL PAVE STRUCTURAL OUAM STEEL. ASTM A-653 GRADE 50 Min., GALVANIZED STEEL TH45 PRODUCT BASED ON THIS P.E.O- PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONIIOTIM DETAILED ON DESIGNATION W/Fy- 58.5 KW (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIMM, & ALL SCREWS TO BE STAINLESS STEEL OR 316 AS{ SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c} THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MOOMED. 50018 W/ 50 Lai YIELD STRENGTH AND 90 Kei TENSILE STRV40TH & SHALL COMPLY W/ FLORID BUILDING CODE SECTION 2411.3.3.4 d SITE SPECIFIC PROJECTS BE f) PRDJE sr+Asl. PREPARED BY a FLORIDA G RE ISIENHO ENGINEER CUP ARCHITECT WHICH WILL S. DOLTS f0 BE AST,d A-347 GALVANIZED SFEEI., OR AM 304 SERIES STAINLESS STEEL. WITH 38 As) MINIMUM YIELD STRENGTH. BECOME THE OF RECORD (EO-R.) FOR THE PROJECT AND WHO WILL RESPONSIBLE FOR RIPE PROPER X,D.FER USE OF THE PE.O. ORD, ACTING AS A DELEGATED RNCHNtEER N THE P.E.D: ENGINEER, SHALL o TIERMNEERTHE W RAW 10, ANCHORS TO WALL SHILL BE AS FOLLOWS: SUlOLR TO TNt5 LATTER THE 511E SPECIFIC pRAN7N05 FOR REVIEW. (A) EXIT! ST!14. POURED CD*Y"eM' (a) TARS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEA. AND SK'NATIIRE OF THE PROFESSIONAL ENGINEER OF - 1/4"e TAPCON ANCHORS AS MANUFACTURED BY LT.W. EIIALDEX, INC. (MIN. Fc-3192 P.a.1.) RECORD THAT PREPARED IT. - 1/4• e X 7/8" CALK -IN ANCHORS. AS MARUFACTURE0 BY DEWALT INC. (MIN. V-3000 Rti.) 16. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - #14-10 PANELMATE FEMALE 10 & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9-3 OF FlDR10A BUILDING OWE, ONE LABEL SHWA. BE PLACED FOR EVERY OPENING. (f'c-3350 p.s.i,) LABELING To COMPLY WITH SECTIONI 1708.9.2 OF THE FLORIDA BUILDING CODE, Ai) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2• FOR PANELMATE FEMALE W & PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4-e X 7/8- CALX-IN ANCHORS SHALL BE IS 7/8• INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH M47ERML SHALL BE PERMITTED. /4 SIDEWALK SOLIS USED SHALL BE LONC ENOUGH(SK OULD ANY FINISH NATEPoA. EXIST) TO ENGAGE 3/4•INTO ANCHORS. NIINIINMAN A3) IN CASE THAT PRECAST SPOKE PRECAST CONCRETE PANELS, PAVERS BE FOUND ON THE A WAIT. �' •y�CENs IN RODS. ANCHORS SHALL BE LILT ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PAHN0.5. ANCHORAGE SHALL "� PANELS. G t RE AS MENDNED IN At) AND N A.2). S 1 No. 44167 (B) r0 Ex5'I'iNG 1rN . LTF tx'x WA - 1/4' o TAPCON ANCHORS AS MANUFACTURED BY LIM, SUILOEX. INC. - FLORIDA BUILDING CODE HI h VelocityNUT Cone Zone s rmae 1H 7Em Mc 20 GAGE GALVANIZED STEEL STORM PANEL F.P. - 1/4' e X 7/e" CALK -IN ANCHORS, AS MANUFACTURED BY DENALI INC. (f m<1540 P. 1.) '�.fl� •. n - #14-10 PANELM47E FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION .• ovow w; ��w - PRODUCTS (rm-207t P-s.i.) '" NN >� GLOBAL PROTECTION PRODUCTS. LLC. 01n°�0'6 arz: NN � I��ECOINc. 4elD sr: Il �sT-7 >r"Ar< � tm. t n « P"Qw: (964)s� T8 FF�j(m4)MV1497 20-176 M IOAI;R R a A,s M RS" Arc 1&, PE 9rJd/1ROIYaAWF_/WlE WALFER Pt m,>-,Y - nap Lib le RBEI YI of 2E INSTALATION tx M MtaoAs S (ATE >so � m 4 Mt DUAIIA EQIR SERIES 2000 PANEL INIQ POURED CONCRETE F91Mm EONCIKR • o1NamE NeagRF -_-i Q 1 9e0. AND 1000 E-Z HANG STORM OR CONCRETE BLOCK amlclalE ,Mwgw (8 9MQIAt t�'EJ1• ` a) �W1OSR 6 C� IaFANd \ , ,V- ,(4,•, YS. w s m T �T 4 / �' �7"Lir i , ao a @Y Z ca�lp ac ' ca AaNm �- •� 4 � Oalwac 5 \ V INVIANDoawm[� 4 j' LHImaARwHk 9 i Fg ,•A•2m/A• 1 G LID ,O AWE maid - Ns. ,,Mri�Ap4w68�IaAD 5 � 1 1 1 A I N tePl •4-mgir H .. n r7a 1 E SCHEDULE a xl j I- ) 1 16 PASS 1 , 4i-aDR3J4• �SCFAw w 7 `�,} iy 1 ai a 2a j $ B F" ! ) H f�+Sal£X w+• TO QA� ; 716.43 i r SEE WQIAX ) 48tAEWw�/M- I i y R i sa- aetHFcta.E i 4w7aa/,. IEpi{ eN 9$Ef 43 R ay/ 1!�FOR ' VAN�O.FWWM e WINOOVERLAP i IK---IDAW i fN QLASS. j 1 � j 1 ITO 1 1 fiX i H N N K CC yp ° % fI I rneldWl[ R f i y T i _ ; 1 fi lr i, PMN(D r N : /1 4.-sawu4�Ms. 11 H �'e',*Mr ! f.Ir t4F ae a1'Na Fawm {'' w *ar32' ,Wn cockm / W.OQt `( '•4. • Ma+-•:. M.s, w171�Awaz. TI; "� 7 ,DIMarN4WOE�-zb:3M' � "!�-xGM174' W Ea €' � dI0[L'r RaaMMo ,- eR# HCFr ,1R • pp�Hg A,aKXy {/Jr /+7-�1r,` ,1AAeACACW (e0: e11oftmac2� 1c Alplmas NPf , a) i1 r.. Qt ANj)$E OtINi1NG €HST. ,; fl bC D. ow za) 1 INN r 6 a tYNxc. V: MOUNTING 1N�tT. BALL a Wr2T,at cAM WALL SECTION 0 1 2' SQAE 3/8-,' F� TO CEILiNO tIT i INN'• BUILD-za LAIN€ A L sEALE 3/B.I• Z Cxaf4• ${(EE55.. ttSrFF ID g bm¢ ,. sm g } WS FOR US I�A, TOP Ae AS Q or IMIa . Q a' (DiRAaa 2 OR SECTIt1 3' sscUf 31Ae_v IMN/Nils ANI NAy ♦Y\� �R A• Ti SLOW 4: SOLE 3/8-t" 4 AT WeEc ON,DID DR g �� A6ML NOw TYPE ON S,@T 2a. LICENSE' No. 44167 �P a „oM N 5 = FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone © - comwoo IN ANY WAY TO SLAT ANY T - S ' •a L STATE OF emx rcTem. tea'•. ru. 20 GAGE GALVANIZED STEEL STORM PANEL owFP �: :L [a < (Ai{ IWICNAa: a A - ----- GLOBAL PRM"Mw iw DUCTS. U.C. °FJQtTL ``," SCAk 1//2 1" '1tlE X i �w,A`� I IAE si it RHXo COMI•AN DUST iL aiati la. mm: r, sw wxxw, eu A1Ir FNaNe. SFisi�-nNs. rArc (zae)+-Bm 20-176 PAm.. 4wNm,-TeaA. w e (Ate P.E. 9FJal�HMTURE/0A1E APt r rwr4.ne. ras+i eeswew Mw a'AMAW Mm: wN.tinuA rTJF,. P.E +1-,Nl. R 00 24 of n -6--F N 0 C_ � Ca 0 N -�.r a --A U 3 0 O .a C N 0 U 0 M _� U) .� C O 0 Chi I-1--. 0 .� ^ V_+ n' W " CIO 0 Li 0 Z 0 Z LU J N N 1 00 ® �s -L CD Q C. U - 1 ty c � ' V 0 - 3 >> oW cn-E.-+ W C_ =3 ICU CDL C' -0 Cu1..0.E _0 Vi W LLI Z Z Q J SHEET NO. SH 1.2 I., � p 14111J.11; i I'( tXCIM, A W.1', , W-444 --i;ojaut�mw 4111plimAhm"'Ai'll, - - - j1s3;wIA--I:k,m1#1',."y I &IJ 1 W.1114 119014 -.1 1_1 - ". - "I., , - �', __ ___ __ - - - __ MAXIMUM ALILD, Biwwam - I I APPLICABLE TO I ,.?.= TO GLASS COND" +65.0. -75.3 - 70' OR LESS 2 911V I BOLTED . I 11.2'.3'. I 1w, 2W 4: 3*W 1 .6CO, -IIS�3 70' OR LESS 1 2 7/8* 1 VOLTED . I IV & eW - ' =/FV1M40'F SP-A'N WJ% & WINONVr AT OVERLAP At 4OX OF PANEL LENGTH CIL. WIJA I'll]' Wlil,-q 9N,]:*! tI,2, a QJ *�-Iljzi jw;)�% II,1rffrTwAw_1,I-jK-4, zi:i *-!;z-.N1 .11"[WIFY417 0 '111 [Ii� � �� 1. � - . - - Im - __ __ rel��-ilx-.,.,Ikalll�w.,2s4wz�llit.,".19�",��w-�,mlil�w.�t,ol",- - 'i,.T.1 1� MAXIMUM A.S,D, DES" PRESSURE RATING (P�&C� NMXNAUM ANDKIRS SPACING FOR E. 0. . 3 Ilr - APPLICABLE To SECTIONS I A, ANY COMOWTION OF THEM MAMMUM PAMEL Laim v (K) TAPOONS I mK-mi PANELMATIE FEMILE ID PAMUM PLUS - TO CONCRETE TO TO CONCRETE ;E a __ " ;r_ TO CONORM 1'. uvw- BLOM E12" N/A 1 12' N/A 12' N/A 12* 1 N/A I' & 2' fW) it' 3. * . I 10, 3- '. IV 1. e V (BOTTOM) SERIES 20M + 12" 1 1. 12' 5" a" 1. 8" - 1�i �100'-- +68-0, -7&3 NIA N/A 1 NA NIA . N/A N/A 12 t/e it* " 01,11"m 7. N/A a 112. N/A 4 1/2' 1 N/A 1/2- N/A 3' (TOP) 70' OR LESS 12" N/A 12* - N/A I 9 1/2- 1 N/A 9 11:2r- N/A 3, (BOTTOM) 12'LN/A 12* N/A 1 12- 1 N/A 12- I -11 'r (TOP) 1 12- ._ 6' � 127 9 1/2' 1 - I - s, (BOTTOM) III UMM TO B&O Itsj. A.S.D, DESIGN PRESSURE RATING. &SEE SINEET M I" AWHM TYPE A, VAOM FOR PSTALLATWINS INTO WOOD FRAME BUILDING. MwUM At"m smm AND mmum EDGE DISTANCE am wram ON THIS SO4MKL FOR EM LESS THAN M"YED OR SCHEDULE ROUCE ANCHOR WAM By MULTI SWW M40M ON SCHDAUM BY ]HE MU� FACTINS. FM THN OPERAIM 70 BE POSSIBLE REDUCED SPACNQ OBTAINED USING FACTOR SHALL mm A" SPACING INDICANEI) MR EA&4 mxvm TYPE AT 24= � ANCHOR Irm 1/4-6 1 ll�� i/r. Iles PANSUIRRE FEW ID PANEARIE PLUS ... _M mW, iImmive gAmtme 0.4 3 3 3 21/1 1 - M's`,eatat '3 1=z a t'/7 31,12 4�-- ACM VA ow uspow DOI" I 1/2 .35 1 - I - I - 2 'Ir - . - ! .0 I � 3 fa I - I I= I - I I= 1­1�1_" , + ROXAnS Aft.. ANCE BETWEEN WTTOM or AND (2) To orl1g, -1 U",A. r7"_1M_ FN�1� ++ REOURM M- DISTANCE BETWEEN W70M OF PANEL i AND (D 70 BE- 3/ir 1 3116- v M.. - I- I I I ULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1 -) 7,____"__­­__ -------- _IS.125- (MAL WIDTH)_____- -2.IW-- , r-------,---- i 12.500- (EFFECTIVE WIDTH)- -­- ­ ­- CIL 1 .103" . I/e­2W/e 750'1-- M STUD RIVIETED 1 I . I 1-mo ... . -7 .250 , t / - , � _.___6 Ile (npl-­ I --unk.-, 71.3,ilo. / - / �.\ . 1 � 1 0.0VIi ____ , � I 1__N � �____ O=e MIAL THIM I , , I (9) b i ,> :L3�41' , 1 I _1w ; I I .m* . Z7 . � p! "" � � .w A 25:j � I/ '. VE e .1 . I O.C. 10' � y (MA, BW eaum) F - . - 11 � - 1. ! . �, 1.6� I., I I EDGE GALVANIZED STEEL ASIM A553 Typ. . . - 2. i !.w' - - - , ; 11%� 1.0 r i � I ' -DETAAL A CRAVE W MINIMUM G-60 GAIV. 48' it .2w I I 2.1�V EDGE - I . . . I . ---i . i __ - .1w. . - I--------- �350' (1) STORM EME jjw- 1 3 : ___ L-A .. ...... _ MAIL A . 111. _.2.OD0`:---J , , - _TTYP-) PANELS SI st "ISTAIJUIED ALWAYS PROM LEFT TO Maw W/ 1/2' LEG AT M AT LEFT SIDE OF PANEL -2-187 - (�) *H* HEADER (�) WE' TRACK (�) ANQU WITH SJUD ��` -I"l, PIVAEL Is END Lp � -1.1 'i,rt�-, ,,_�' *0,05, - 7 - 1, �33­ 17�W ,_L___ _ _ _ _;� Z_ W.'MODGE i_ ..O=Iti. .375, T _� �1' �_ PANEL I * f I .e. ,,, , I I --2-SSI' - I -1 . . H * -1 r * " a ! 11407* #,625* I . 4- � (�.= i , ,_ �1�___ -A _ - ,__ - I N27OW 013 51 I - 0.2wo . � : T_ �� I I I - ­ 2�250 - � f MUL A -,- JAY— 2611 RWNOOD CORNER 0 ENDS OF PANWS I __ I -'- __T_ . -i 13r' ,�_ r ­,�.O.�� ; I:1 .�� OR J[R . � 1 L_ � ! ; � , END UP W/ HEMMED EDGE. 2.378-, (N.T.5) I . i I - � .00* i � __" ` �3?r 1 - 125' BOTTOM 19MMA-1 � : � k 3.750 � .072, 15�w I-- I '� i ,So. I I i 1w, .007-jT_ � ".) i I (�) KU HIM WMER .105-HI54 ALUM. ALLOY I V��� (�) SEX "M Al PANEL OF PANEL -,.750', � ___l � ! 11 � j I I - , "_ __� h .750"� I .SEE SIOET 5 MR ADDRIONA. ir ,a � � UNITATIONS IF SUEEVE UDM IS I r. c : � i I I � � .DOI, I - - - : ' SLEEVE 2 1 JA F_ ! 12W i -1 I I I L_ i 5. (�) MAX, MUM I � I .1 (TYP-) - z ONLY VALID FOR INSTALLATOG BUD 1� -- I WOOD STFACtURES. R �L n I L6 I � -L---,-- _j _1 2 .000 . 41, � -2,ow- � i_�.siew_l L .123* 2 R. �1) 1 3.7po, i I *H* t..118 0*0 I �_�___"_,__ *U" ".)" - . � �_ [750" . '��; -L (�) RV, HUNR (�) HEADER I I 11 � ! "a v M.- _. (R SLEM I" MAX, - MIN. wyl (@ AMU .NR IT , (9 'J' -MACK @ PAML HAMM .374' -I ­­1 - - f '311. me. � C7 I A 1.571* � i . ____3�000 __ I oii�� Go. . r_1____ . , __ , a-,-- I - �` .A�� �2751 ; I _____ . ,�tr_ ,,, ____ 1 r 1. 2.1XIC' f_-F I � f -fi�. 1-1 .Boo"@ ..250 � , 123' i�. ,,, ,,I, A . (1 1/4! W100 ".1"K5, . T,Q)N , ,p _.... ...... INS (USE ONLY FOR E-Z HANG STORM PANEL � � �k. e .p SYSTEM) 6063-76 ALUM. ALLOY y ��.--* \)cEme* - i � - . , : .., * � = ., No, 44167 '. � FLORIDA BUILD114G CODE Lon High Velocity Hurricane Zone)l - . -or .. * :wz � F.P. B am I- j .088- I T-.7 ��" I (TYP.) _ - ' [7.?!T�_�_,,__A , ' . 1 -&.. STATE OF , : " s :C p � 24 GAGE GALVANIZED STEEL STORM PANEL DRAW4 W. - .-2.0w_ 1 � I 'k. SEE SECTIONS- L. _.m. MIN. - . so.. 't, " "' . \ � .�� , , 1� ��11` , 1!.�',g��,N�P " ECOi f 110 ... , aia ='-' M -�_=� ,,L 0127/2*110 GLOUL PROTECTM PRODU DIM. \ 44w W STREET CTS, U.C. - 74 33314 @ SMILg-M -F* (R BUILD=GUT "F* M&rA @ & J�� WASHrgEp wiNGN ui � p" -_ .=�.r -- CA-0001719 20-175 IkICHO (W)GIN-7-546, FAI%- OW)MM-57117 DIMMING ft - I-, -t MACK AMU (ZAMAC 3 ALLOY) .Wwr WN`101 " ,,,, Lip R 4 , __ am ,it T ! At - f5_9 MEET 2 ff 14 . CEIUNG ANQ FLOOR MOUNTING 3 I, ALTEIRNATE CONCRETE ANCHORS LOCATION F_(SET SO4MULE ON grNO F&ZED - I SHEETS 9 THROUGH 10) CONER RLXCRER : REQUIREO. ,�­',A _&nRNATE LEG t � I/.'.V WD: WASHER HIM r ; 191 r- , ULM m some OR � Ile , - i I f/. . �MALW/Kv` MAX CONCRETE ANCHORS - � - , ,;1w O�_ -------I (SEE SC" ON ,/r --.---- I SHEM 0 THROW14 10) ; � - '. -I E. i r RADOOLIS i 1 6 r 1/4, mc. i v .. I PAWL LENGTH i 1� i VON ; (SEE SCHEDULE: ; ! I @_ I i - (D ON SHEET 3 1 ON I . .$PAW ! TO GLASS. - ON $HEM ON TO GLASS. I . (sm SCHEDULE ,Zft� 9 & log . SCHEDULE ON ­ I I I ON SHEET 3) T I -im , llfta� i SPACER (SEE SHEET 3) 1 - . . "L, Mc. kl�_,A­ . t__ - ;4 H.-Ex-, PANEL LENGTH I m4=41) ;: r_ __ _ ---. -- I I (SEE SCHEDULE I ; I --- ON SHEET 3) " 1_ ­ i i zsa4 -.11"Ll I I i � I I K: _____ I - i I V­ I I I I - T­ I : . � I --T OF *C ; i _T � �: MAX. I I � i � � � . ! a � � 11 1 50% � I - ­__­_.__ ­L___1_1_.j t OF *v I i ! MAX. ; I � I ; I I i I 20;La i i p --= mis I I I I WAYS 4 1/4'� i I I � CONCRETE ANCHORS CONCRETE NL t-43 (SEE SCHEDULE ON - j -------- I (SEE SCHEr. 0.1 I.---- 9 SHOOTS 9 "OUCH 10) SHEETS 9 THROUGH ICF)- __ � -* 2 I/O- LONG MAX ALUMINUM � SPACERS C. VALID FOR POURED CONCRETE I . * WA! CONCRETE BLOCK EXISTING POURED COWR . ALL DESIGN PAI . r - I LENGTHS PER SHEET 3. REQUIRED. OR CONCRETE BLOCK � . LONG ALL409M SPACERS 0 REOWEID. L�@ "; -1/2, O.C. (SEE TAME #1 ON SHEETS 9 & 10.) RUI -9ja INIOUNTING WALL MOUHUNG IDIREGI MOUNI "PACEM 119) OR 18 iu%,p ww E.D. - EDGE DISTANCE RM FOR MOhMN 9E 1=99S (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE 94EEM 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION, DETAIL5 FOR SERIES 2000 & 1 000 E-Z HANG STORM PANEL In INIQ EXISTIS9 MOD 51HUMBES _�, I,! v � I - �_, I ;/C# m SCREWS a e 0.4, W/ . / 11 6 /I - . � 1/2- W. THREADED POWDIA11014 (3) W� 2",4, wow 471j_ 1 I I - 1/41. LAO $0REWS 0 a' ac, W/ 1� I i -TO 0:19TV4 wm w1mm 1� / HEADER letAURRIND I/ep LAO Sam" a IF O-C. wl I 19;," AM PDwimnum I r4 I I - : TOW / I - 11 PAT OR ON ODGE ilr Mi.. THREADED PENETRATION I _,� __ ;1 - - _- / ,,, , I ; I)---o � 114w SA,& \ 1. " // - � � I I IV EXISTM WOOD HEADER. \ \ � __�D C-L r4w S,mLS 9 EA. END ww , 'k , , , I 1 4' MIS Or 0 y . --I � v V?Mr. "m I /� I I " ; ".S. / f� LAB SCAM a v D.C. 71 lilw- \ ,4e. W/ 1, I ! 0 OL END or (D , \ /4-9­20,0/4- TRUSS � ilz* wo, wom PEKYRATm ,� i. i 4, r (SEE DETAIL li- A . �� EXISTING ---- ­_ I � , / E I t _�� _ / I I IA 88.�!q . I 5"ADSMErl"', . X E OCIAL 1/24 k w, 1. 'rig, At.m. C.* #140, SAIS, / \ /1 , __-1. . I ,vowe - - __ - I � - WA&IM � ..T WOOD HEADER - , - REQUIRED � - - - MAIL 1/2. it ; F-0 IA BELM i i . WOOD HEM 11111UR" 1 I T - j 2 1) 60, W. � e 1 /14-0-2w//4 _ 2 ope W. I - a" I M. SCREW ?j ; _ - SvPwJ`oN - 10 CLASS To GASS. I Euiz,32- 5 ;Xvt ; EVERY . 9 12' O.C. 2 7,W W, I EVERY Ov" I 'I -SEPARATION I 12' I 1� . - --- I ..", ­ x - I� __ ___ __ F - SEPARATION - / , 9 TO CARS. I z4 . 9 .,� . T�e,_w v@I r- -- I - i 9 2 s/Ir w. / Ev-� - �� - I ("r I11 r TO MASS. EVERY OVERLAP I I __�_ -_ / .@ I I _q t. I I I-- . I 9 I I I 4 "I � - ! ;� 4 0 I I 11 :a 9 i a I 0 ! I I , " "'s I A ,-j k 0 - 11 �'* . - I , ... I 11 , I -1 k � - - , 1 k p A I , ' 9� 1� i - I 1 4 � e &ZI . I -, yj w/ a -,--, - '. k 0 :1 -, I 1, _11�;; li, I - , S a : _ J 11 I - I D __ , .� I _ -1 11 �, I` - I !e .4 X.jw , i- - \ I I a -1 V. I _1_. i_� I 2 1 e- 4' - -li ___] 2 " a q.,z -m-p/ - .,! , -1 __� .,. F3 - I - I , Y.'#-204 , i� I _ ' ;j;&WAjWXAjD1ED I - / 7/W#.3/AAswG 12 r oc NOTE IA BELOW) _ / I , 3/4' � I*M -0 - O.C, I L , * M L , 1/4 LAO SCRONS 0 6 W �--r W, . n/0 060(2424' - , REW . - / . � i - si�w - - I- - FLAT GROW 0=90 I * !:� % !2,v=,C,6ffi& 91 m_ tA W-00 I / � I 6 =.r M.S. W/ 7/5'W/32' I i Ole 0 � - / , c� 12' Oc� , -1/4 - W/ . 1� I � 1/4- .oVT &12g,W i&m I� LAG SCREWS 4 W 0� � I ' W. THREADED PENETRATION IAI` I / I Lt. 0 W-n/0, X REGUIRED i I _q* M61- --- - 0 I ALTERHAMT 2'V � 1. OF WALL. FIAT OR ON EOGE , � RED I z PLATE REQUIRED rot SCALE I/e.1- " I . I - MIA. r*4' WOOD ON DOE ,I , \ � _11 I.-W - � " I � AURM ,I I - ,\ Rulb�TINO. 1. , I k \ ; - . -f ; 1, . - ­... HTINg , . - AMI-M mou wl", . ALTERNAM 4"W 1. INSTALLATONS ARE ONLY VAUD FOR SULD973 WITH A.S.�, DESIGN LOADS JOHIJUNAI, A.v SCALE 1/4-�I- UP 70 +G&O, -75.3 PO AND PANOL�S LIDWIN UP TO 5 -W� a I Ic 714� � Ix. . . 2_ 2 � - I .1 2 , 4� A !k - .�*r* ... - PRINRE 7E,W Z1C51F9=§7V�O!MV= To BE SOUTHEBN ?WOWD/ 1 -I�..-- 'Emi�.. I I I ,e , 3� .. FLORIDA BUILDING CODE (Ffth Velocity HIM cone Zone) "am"', : Nt . s �m INUM wv 14 3, , 20 GAGE GALVANIZED STEEL STORM FAREL FA M or P - ToP AS I ;;�. . - ow" ft WSW T&A" . Er. .:jo� I'l.. AT SO I-'. - -------------\ I , ON Y��K ,,f *� ,ZTOAT � - �. ZO - �> =SAL PROTECTION PRODUCM, LLC, "w""" k . � WL� . . - _r . TERKATIW TOP . i�.. fTIL E-CO.... . . . N 5 MEET _ .. .,.,, A MULAAM MM .. , - xxm- m IN== C-,N , ,��. -, / 10,zp Vlwm a ENSWAVIAMMIR COWAW ML W Mi' ,0� ,,, z f '... 20-176 TOP tBOTIVAI MOUNITIM CAN Or COMM" IN ANY W-10DAM C`C7.0.4__ - - Amijol. 7w. p e f, - ON __ , 1064)sw - (puXes-5797 I WAY SLr ANY INSINUATION. SOIAUC Ile - 0, � ­_ , r _. ispieumu"n CA-0006711 -.1 - 1-1m..1 OR� . __ I------- M �w t $41TITIER TRAM NOT SHOW FOR CLARTY WALIER A. To - P�L - OF 23 4�1 , 1 j I "I a OF 23 I . . wjyN41L*f611IM­­ ­­. m�IoLklak.�,e�l-loit I m"ll.mr�.,m,'v=v..-;;;04 MAXIMUM PANEL LENGTH L+- OR -L-- (ft.) 0 MAXIMUM A.S.D. DESIGN PRESSURE PATM (P...f.) I+ Or - CONCRETE & wow IMSTALLATIONS t L+ 206 121-0*- __i:.- r21-01 Z&O 72,-O* 111-r jao Ill'-s" 1O.-T Mo TO*-IO' to,-o* . 40.0 to, -I- V.�. � a& 91-61 I $1-9* sa5- "-,. #,-41 � S%o 6*-r 4,'. Mo - - ;7--J-- __�;__7_ 65.0 6,--Q* 7*-41 Mo . ,�'. - 71`I70 21LO 1-1. 61-101- 810 I - . - - 85.0- --- r-O. e-b­ SO4 e-s. 6,-e 95.0 - i_-r __iz7_ 100,0 6*-51 5-11- I 105.0 1-1. S'_#* 110.0 - 5,-71 115.0 - s,-e 119-6 -I_- _7_1 SINGLE 3 END MEN ).t- Q & 2a D.M.�O,(�), DIRECT )Mt= AT UC0_ENQ* - MAXIMUM PANEL LENGTH @, @ or (C4 -L+- OR -L-- (ft.) 0 MAXIMUM AS.D. DESIGN PRESSURE RATING (P-0 (+ w -) CONCRETE & WOOD #05TAILIATOM t 204, le-e 131-0, 25,0 12*-10* 111-r Juo Ft*-Ir w-2- I Jae to, -to* 9,-r 4aO g'-s' 9--2. 44L& lr_I. #,-r - - &LO ---F- r 0,-2- uo ir-1. 7'-9- 4MO N.-O. 7-5- 6" 71-4* 1-2- *0 t-if- -7-1- e me 11-1. 6'-O' �. , �O' 61-5 . tau 7-O' 6�jl goo W-01 s'-I' I"a i--7- -F--;*--- ?Mo $*-J" 1 51-2- 1 IO&O 6--3- 1 N-4' I tv.0 - I 5'- f, I I t6.4 :___ �,'__111* 1 1 116 MINIMUM SEPARATION TO GLASS SCHEDULE mumm PANEL LENGTH WIND SPEED 4 170 mPJ, WIND SPEED > 170 imp.h (11.) UNRESTRAINED I RE97MM UNRESTRAINED I RfSTRAINED . 30 OR LESS 1. I. w I 6 1/4' >33 TO 90 I. I. 7 */2- 1 7 11r I >som 145 '. 1. 7 1 1 >14 To 168.4 r ,� . 1 7 1/2' j .......'..., ...- I ­­u /­% 11-ft A �_U &Id%llLrrILIf_% r�Llnrlrl^W ___ I _�_ TOP BOTMM�� ______ --- DIRECT MOUNT _____ - - %. . w_wm .U. HEIVAR I.SIXI.B" STUD ANGLE "r I TRACK 'r TRACK AMOLE qmL suio-ow F'V-4CK C= - DIRECT MOUNT 46' 1. '. 3s, I w 1. '. I.S*XI,5' STUO ANGLE 3sr 1. 1. 32' 1 4r 3e ,.- *r TRACK 55, 1. M' 42' 1 67* 1. sw � 32' 32' 3r 1 60' W W I _G'��W a!IBVfrq I 510- 1 32- 32- . I w ! --- , -- , D.M.,(�). (g) @Org ' MAX SHEETS 0, To &I I) --- � , mm.-r-- 1=0011"s (SEE SCHEDULE ON � 6 1 a - AS 3/4. 4/5, 5/5 & 6/5 � 2W/6, 3W/7 & 4W/7 , 6 �: V11-1 _-T - r -r'7 - 'T -F- -I- ^T " IPANE,LS1W­/ !/-401 ts. M.S. BOLT W/ a 0 (SEE SECTIONS AS APPLK _ -1, - I _11- il 1. - L � - �g TRLAP I I Z � 3 1 I � � I i � - Li - MAX: ____L *' . � i 1/4, 3/4, 4/5, 5/5 & 6/5 ' - = 'I Ljo,,214 I L*IW/6, 2W/6, 3W/7 & 4W/7 � 1. CHOIRS, (SEE SCHEDULE ON SHMS 9. 10 &il�--­---� REGULAS SIM PANEL (D ELEM10 N.T.S. Ile M- W 2-sw .7_ 4wc ovml?�_I Vtax V%LUEyf t� - - f r", , SEOWN A -A k ji NLTS. Rolm. (1) L+: MAMAUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE A -SA OEM LOAM L� MAX. ALLORABLE PANEL LENDTH FOR A GfVEN NEGATIVE AS.D. DESIGN LOAO� (2) PROCEDURE TO DETERMINE MAXIMUM FAN& UEhWK ONU A POSITIVE AI%D. DESIGN LOAD, DEVOKWE MkXWNM PANEL LENGTH 'L+* FROM SCH OWN A NEGATIVE AU, DESIGN LOAD. DETERMINE MAXIMUM PAINEL LENGTH %� FROM S0 FVAL MAXIMUM ALLOWABLE PAM! LENGTH IS EQUAL TO THE WOW DETERMINED FANEL L BETWEEN %+* AND %-'. (3) SEE SCHEDULE BELOW FOR MIN, PANEL LENGTH FOR POROSITY QUALIFIRAMMIL . w5l(ALLATIORS. On WOOD ARE LIMITED TO * 95 p-C MAYL A.S.O. DESIGN PRESSURE RATING ' � IV mw. 9, 10 & I I MR MAX. A.S.O. OEM LOADS & MAX. PANIEL LENGTHS FOR 44767 ` 1 W= Ixum INC, 1 24 GAGE GALVANIZED STEEL STORM PANEL * : * j � - * Z��I_ �M�_Q�.n.r ON PRODUCTS, U TE OF �� T mma Pwmcn RION , ,., /�P� TRW 1111511140 At EN� �AMY 4800 &W. 51 %TAW ... .;j;�,� .tz�_ AI,W, - "' C' _6717 _�Z / O.W - =!L ...... 1;, - I- I IMID 4054) =7"L rm 1.0m F.P. 0 ft, 20-175 1 nummoN. I XION 12ETAILS FOR REQUa�_fLa)__ INN WOOD STRUCIURES - --- --- I ------ ��_ Mitt, --I 7­� v,F-" 7- � .. � - __- -7- - � SEPARATION �, 7 P/t I � � :�-,, I -@ � .1, I 11 -1, , wow ANCHORS �_ �_ r-i I ,-" ." I . �", ,'-NM SCHEDULE ON - 'I- /4'.-20.1- ( I- . , �_. I I 9 .. T / S14EET I 1) sw;r "m em. ON SHEET 3) 1 _., ;­­4) /_ I - I— __ . . I- : � , : . 1�1 I .1 I I iffl, 0 6 1/4' *It - -A- Bm I __1 'r� _\ --" - I I Z �,� 1 / I /I UNG, r-41 I I/ \_ / -_ �� N � I I / , , - \ I i \ / �,W, I __� "v IA',, , � , , / - F - +- ---I PANEL uEmm WOOD H R . WOOD ANCHORS I / � , �, , " 0�) -`X;-� I \ i SCHEDULE _ 1 (sa REOUIRErw - w I 4 � i t___________ � I �: I (SEE SCHEWLE ON �.,� -_ - - ON = le i I . i r_ I 11 1/`e SHM 11) Qi \/ 1/10 , �� - M". =. . - i ! T 01 . ! SPACER ___@ ,;`:� 77- 1T 7 1. i , , 2 i 3 , � __ t / � 'I MAX -,, �, 7 j , i A I ­_ __ __ � 1. , WOW HEADE&_ � � / , � � REQUIRE �� 4 - � ED i � , � � - I I \ 1"A 11' I 11 / i � / - t-1 - i z / � / -7, ` i 1 I ://� �� ! -- J1 to � i I - ,�� ,_ - ��_ ��, i L_ i - 11 - � � _.A..... - i i . ; .z � 'Lo I' MAX. LONG ALLRATKUM SIPIVCEIRS 0 12 I/2- I j lyriiul i i TABLE L�!Tl�u O,C. (SEE JII ON SHEET 11.) Mi.. i L FOR 1 ! M NOTE - BELOW FOR I 1 1', � � UUMAMONIS SEPAAkTION I --(D 1. I i, i Ir MAX, It � fl, I 1 1/2' LONG ROVVCS� MuAaXa'w (jq, � �, I I i PANEL j . , �_(.10 =5 11 - I PANEL LENGTH I I (Su L-i i � � " !ft I (SEE SCHEDULE I SCHEDULE - � ON SHOOT 3) 1 SHEET 3) I � ! . I - MATE FEMALE ID OR PANEL MATE ON SHEET 3) t__ ON i I I 'i �i ' ' - ' ' "I PLUS (SEE ---:-7-- __ �.. . .1-1 I .. : I ! SCHEDULE ON S14M I I) 1 ljl.�mw* I _ � 1 1 1 . il- __,A,,______ _,__1 - __ 1, %r I I V� - Ir- - -AT% i 4m. I I I !A,� , ,�j 1 1, - ' , - .111-- � - I � SEPARMION I om r-0) i GLASS� i 2"xe WOW 70 �S"r(�� : ____ __.1____I 1 SCKEDUALF- PLATE REQUIRED =_11 i . SHEET 3) 1 -,@ ,� � DIREM M UNT W/ S a I � I 1 L_ : 4 I * I I ____v_ ; � , I ALUMEIVE 2W- I I ! i 171 rl !,- 5" SCALE 3/8. I' __01 I . - "I - I : ------ j :, ,�� 1��, 4 0 12 t/2* O.C, � SEE TABLE (I ON SHEET 11 FOR MAX. PANEL LENGTHS & " L I i 50! ! MAX. X DES" LOADS FOR THIS WSIALLATION. I 1 OF I, ; IN __1 I- I -1, I I i .0 ED �� -- 11 .�� I - -0 i - 41 I MAX. I - = � � I .� I- - .j 7��.v Y � - .1 I , - - . - _r t 14, - C.C� I EF " I , I 0 12 1/2 � ___ � __ ,I � ri_- �14 - --' "_ , - I � I 1 � � , I, R ;-, E6 f i � � " - __L_ ____ ��f ,u 1 � � 1� 1 � ! �, i 1� , WOOD S * * am- I _ - --Ipapmw - , " I i 1 I 1 7-- ,-- � L_J i W/ Mo , ST_�: �� I - - --------- , , '_ � - ,� 1 , I � ", I? I _­ I -I- f , ON SPACER IM, k%Y K I llr I" W-. . 1 , 1 lf ! � 1, III (1) 11SINUARVIN IS LIMITED TO A ONE STOW BUILDINGS WON I -W ,�, � I !�� . 1! 11 " 1, 1 , I - � , I t 1�1 MIX MAN "" HOW OW 6 A RESTIRICTION FROM ANY W _q) *fim l- 2'xe WOOD �___ � �1 - i � , 1 . I ,� I INALAW 140ow 1:111101my "MMATIO, ON mqv ll� I , � i!, , \ N t L�, PLATE REOUiR_EI5_ � i �L � � D ANCHORS 1 � ! , � I,, , , � STAGGM=EREDW/ , I , - -L", 1 D I* MIN. SEPARAIM TO Rom Rocago L.-TI-Z. 12) Ar Oil MINE 11 a, �, , ��­ � I � 1 . 11 %wz _101/vs - IT =115 , � , _�r_ ..rl SHIT7,.Z =11EBIT � , �L, PUAr j I I I 1�i . (SEE SCHEOLuE Ile . iew I 11 L 1 1 1 , 1 � smw I,) � CRAS IS A K--M FROM 12 Ilr = VACM AULOWW 09 I ", [I ow 0). I i i I I, T I (1) MAGMAK AID DESIGN PRESSURE <� I , - ROM a +ft -0 "A. (3) MAIL 24 CAGE PAM LENGTH 6 LIMITED 10 W AT ANY OPENNO I �" " ME 0 A RMMCWR FROM PANEL 1 LUA _,-,� LNW LEMMOW AIMED OR - - _� - M weemum STOW PAIRS. wwm a som"Le, SHUT 11). n� MON No NG (3) STORIA PAM 111SIBILLATIMM 0 ONLY 9 � � �� 119M MOUNI -11 (#) I 1/2- UAG SPACER COM1"EAIr #M SHALL BE AS AWATED ON INTO AN EZOTIM WOW FRAME %VU_ SCALE 3/6.1" SHOT z or � I)r Low VACM GA n ONLY mhm1w. VAUD FORIMMI'T'SH5 I. 2 AND 3 AS OVIRRIM Of ASIM WeVALLAIRIN VWAV ONLY E i9es STANDARD AND THE 2020 (70, 011100 OF INE FUDINA We" I 9LILMO COUL SCALE 3/8-1" (4) UNIN 1. 2 A, 3 PER A41ORE 1298-OI!, I"B"INIMA � __j . %K0,,\- � /_"�00r � , , , NOTES, V% / ....**'\�CEAti�INT �1_ FLORIDA BUILDING CODE (Mon High Velocity Hur cone Zone) KM FOR COMB ION QE SE=NS: 1. INSTALLATION ARE ONLY VAUD FOR MAX� A-3.0. x : No. 44167 '-1 t "WOO lum m 24 GAGE GALVANIZED STEEL STORM PANEL F.p ;: OR0MMI m DESEwN PRESSURE RATING (p.s.f) AND PANEL LENGTHS I *, * �& f TOP & BOTTOM MOUNTINGS CAN BE AS . * SCHEDULES ON SHEET 3 (EXCEPT FOR i ,% . " - 11LIEC074C. ="L PROTECT mm COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) % k'p.. I" " - ION PRODUCTS, LLC. ' INSTALLATION, '" � I k�� Thuyl 4WD S.W. 51 SOREET �,,,N�-Aivm 2, FOR 14EV WOOD FRAME CONSTRUCTION: WOOD �;.. ,�.?,- lz� - - M�._ - . OVAL In. 333m MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC %&�� vti,_ v5`/_ - ,-Z.,. ,,:;m 1j" P.M.L. DS4NMW­7IHg, FAX- (04)ISO-Inia 20-175 - � - OP� ft 0130 A, I I - -- rm I I DENSITY OF 0.55 OR EQUAL 'Nr4_§J4_R4­l1V6-_WW11DAX CA-00661tv --i m I - I- - - I - -;ET 6 of is I 1� __.- am &54 V16pil- I - -, GENEIRAL N= (C) : MISTIMIEDOPMEL"ItIAM Azt�� DMOENT (PE.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - veo upcom ANCHORS, As MANUFACTURED By LT-W BURM, INC WITH THE 2020 (7th EDITION) OF THE FLORIDA 13UILUNO CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #1�10 PANIELMATE FEMALE 10 AND PMELMATC PLUS ANCHORS. AS T%ANUfACTURFD By ELCa CONSMUCITON PRODUCTS. VELOCITY HURRICANE ZONES - . - 1 4 LAG ' DOWN WIND LOADS SHALL BE MhEO AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND - 7/16,0 . 5/8* WOOD Bus � As usTrusurED By ALL PONT scmv. BOLT & SPECIALTY GO SPEED AS REQUIRED Ely THE JURISCIM" WHERE STORM PANEL WILL BE INSIUMIED� AND FOR A ORROCTIONALM FACTOR XD-0-85, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (A,SD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETIVITION NYC WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND Z' FOR ELCO PANELMAXE PLUS 3. 9 TIM 12 & 17, Is, AND PANELMALE FEMALE 10. IN ORDER TO VEFORY THE AIRGIVIE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO &3.0' DESIGN PRESSURE RATING BY MULTIPLYINC THEM BY 0.8 IN ORDER TO COMPARE THESE W/ MAX. (&S.O.) C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOW FRAME UNIT SHALL BE 1 1/2'. NO THREADED DESIGN PRESSURE RATINGS 001CATED ON S14EM .3 , 9 THRU 1 2 & 17. 18. PENETIPATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOLARED THREADED PENETRATION, IN ORDER TO VERIFY THAT AN04M ON THIS P.E.D. AS TESTED WERE NOT a," STROM, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS RM USED IN T14FJR ANALYSIS, FASTENERS SPACING TO WOOD HAS MEN DETERMINED IN CJ) MINIMUM EDGE DISTANCE OF LAO SCREWS. WT0 WOOD SHALL BE AS INDICATED IN THIS DRAWING ACCORDANCE WITH N.D.S. 201fk STOW PANEL'S ADEQUALf FOR IWACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTON 1609,12 OF CA) MINIMUM PfRIETTIATION OF WOOD BUSHING WALL BE 5/8-� Ile 1-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM THE MVE MENTIONED CODE AS PER AMERICAN TEST LAO OF SOUTH FLORIDA REPORTS #01114.01-01 AND #021942-09, AS SHOULD STUCCO EXIST, AND I' Art STUCCC1. PER SM 12-91? & ASTU E 330-02 STANDUBIVIS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT ifli23.01-iO AS PER TAS-201 AND TAS-203 PROTOCOLS. AND AS PUT CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 104 OF THE C,5) IN CASE THAT PRECAST STONE, OR PROC4ST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING FLORIDA BUILDING CODE. WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHO40 SUCH PANELS. ANCHORAGE 94ALL BE AS MENTIONED IN .1). C.2 & C.+) 2- ALL ALUMINUM EXTRUSIONS TO BE 0063-7115 ALLOY AND TEMPER. (UNLESS MEMSE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWINIG ALL OF THE RECOMMENDATIONS MO SPECIFICATIONS OF THE ANCHWS MANQFACTUROL 1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3;1G5-HI4 ALLOY 8. PANELS MAY ALSO 13E INSTALLED HORIZONTALLY FOLLOWNG INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 9 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS W44L 14AVE STRUCTURAL QUALITY STEEL ASTIM A-653 GRADE 80 MINIMUM, G­60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERSO &O SHALL NOT BE USED. STEEL DESIGNATION W/FY- 92.2 ksf (AFTER ROLLED). 9. IT SHALL BE THE RESPONSAIRLITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCY-W WHERE SHUTTER IS TO BE 5. ALL SCRM TO BE STAINLESS STEEL 304 OR 3145 AJS4 SERIES OR CORROSION RESISTANT COATED CARBON STEEL 9i PER IAN ATTA%11 10 INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRM SLOCK OR WOW FRAME Bol . SMS W/ 50 k.i YIELD STRENGTH AND ft W TENSILE STRENGTH AND SHALL COMPLY W1 FLORIDA BUILDING CODE SECTION 241 1 .3.3.4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90', AS PER SECTIONS 1. 2� 4, 5, 6 AND ALTERNATIVES IW, 3W & *W ON SHOOTS 4. S. 5 & 7 RESPECTIVELY; SHALL HAVE A LOGIBLE Alto READWY VISIBLE MAIMING INSTRUCTING OWNER OR TENANT TO 6. BOLTS TO BE ASTM A-307 GALVANIZED 5110_� OR AM 304 SERIES STAINLESS STEEL. WITH 36 kvi MINIMUM YIELD STRENGTH. SECURE PANIIS WTIN APPUCABLE REINFOIRCEMENT DURING PERIODS OF HURRICANE WARNING. 7- ANCHORS TO WALL SHALL BE AS FOLLOWS: 11, THE INStAi-LATION CONTRACTOR IS TO SM/CAJJLK ALL SHUTTER COW04ENT EDGE$ WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BLAUDING TO PREVENT WIND/RAW INTRILTSOW (A) MjEEiSTW9_E2Uf0_rAb0M: - 1/4!'# TAPCON ANCHORS AS MANUFACTURED BY I.T.W. SUIUDEX. INC. (Mim t'.-3192 P...L) 12� STORM PANEL INSTALLATION SHALL COMPLY WITH SPIECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING, REGULATIONS - 1/4 - 0 x 7/8" CALK-19 ANCHORS. AS MANUFACTURED BY DOWALT INC. PRWDEO BY THE JURISDICTION WHERE PERMIT IS APPUED TO. - I/ef x 23/e SOLIO-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY Co� 13. (a) THIS PRODUCt EVALUATION DOCUMENT (P.00,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (w.. F.-NDOCI P'.J.) - #14-1 PANELIMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT; La. WHERE THE SITE CGNDIT04 DEVIATE FROM THE P-F 0. - Ilef ZkW NAJUN ANCHORS. AS M"IFACTUREO BY DEWALt INC� (b) CONTRACTOR TO 13E RESPONSIBLE FOR THE SELECTION, PURCHASE MO INSTALLATION INCLUDING LIFE Sorry OF THIS PRODUCT A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I 31e; 2* FOR ELCO PANELMATE AND BASED ON THIS P.E.D. PROVIDE HE/SHE DOES NOIV DEVIATE FROM THE CONDITIONS DETAILED ON T14S DOCUMENTI. CONSTRUCTION SAFETY AT SITE ISS THE CONTRACTW'S RESPONSIBILITY. 1 3/4- FOR ZAM&C WAIN ANCHORS. (c) ThIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED ViVALIO IF MODIFIRM, A.Z) CAIX-H4 & SOUID-SEt ANCHORS S14ALL BE EMBEDDED 7/8* INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL. BE PERMITTED. T/4' 0-20 SCREWS USED SHAUL BE 1 1/2* LOW. MINIMUM SHOULD STUCCO EXIST. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH "LL, ETECOME THE AND I" MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS 09 ALL THREADED StREWS W/O HEAD, 09;INEM OF RECORD (E.O.R_j FOR THE PROVECt AND WHO WILL BE RESPONSIBLE FOR THE Sul WITH WING NUTS. PROPER USE OF THE P.E.D. NGINEER OF RECORDI, ACTING AS A DELEGATED ENGINEER TO THE PE.D. ENGINEER SHALL SUBMIT TO IRS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. ") N CASE THAT PIIECAM STOW. PRECAST CONCRETE PMELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH INE MAIN STRUCTURE KHINO SUCH PANEL$, (a) THIS PED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THF PROFESSIOKAL ANCHORAGE SHALL BE AS MENTIONED IN ALI) AND IN X2). ENGINEER OF RECORD THAT PREPARED IT. (a) 14. SHUTTER MANUFACTURER 'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM . PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709_2�2 OF FLORIDA BUILDING CODE. ONE LABEL - ;/4 : TAPCON ANCHORS AS MANUFACTURED BY 1. T. k BUILDD. INC. SHALL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION 1709.9,3 OF THE - /e . 7/8 - CAUK-fN ANCHORS. AS MANUFACTURED Err DEWALT. INC. FLORIDA BUIUNNG CODE. - 1/4-0 X 3/4- SOLIO-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. SOLT & SPIECIALTY CO - #1�10 PANELMATE TOOLE 0 AND PANEILMATE PLUS ANCHORS. AS MANUFACTURED BY ELOO CONSTRUCTION Pl��Hjffft# - 114" 0 ZAMAC NASJN ANCHM, AS MANUFACTURED BY MWALT, INC oAk M I , '0A.. . ,& �,_ .All _.. - --- . .. . 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PAN&MATES AND ZAMAC NAILIN ANCHOR. INTO THE QPWOC\�tE . .� FLORI BUILDING CODE (Man High Velocity Hu leane Zone) BLOCK UNFT SHALL BE 1 Ile - z, -.1 X : .2220 Imo. - FR. 9,2) CALK -IN & SOUO-SET ANCHORS SIVILL BE EMBEDDED 718' INTO THE CONCRETE SLOCK UNIT. No Ob M%044 67 ` % 24 IIAGE GALVANM STEEL STORM PANEL OAMN W, , !Tg, , STUCCO SHALL BE PERMITTED, Ile 0-20 SCREWS USED SHALL BE 1 1/2" LOW MINIMUM SHOULD 3T 0 DUST, * <�b �.�_ _> - ta/v/= AND I* MINIMUM FOR WALLS WON NO STUCCO- % 1'. . - ___ � __ 11LIECO."C' GLOBAL ECTM PRODUM, = am STATE F - , �� . '000 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCIRM PANELS. STUCCO OR WOOD BOARDS BE rot) , sm. 5, M.w - - � , ,� R1 . C_.� TUJT Tz�wrtII, A, mWIIN-EVIUMM 0-1� 'L 3&14 E ENEAWD SUCH ,,i&n ... .. ---. EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SYRUMR I A ..�.I. 4)M 20-176 ,�A - qm= Aoc- (w)"s-7w, m to -on? , ", - �_ ANCHORAGE SKALL BE AS MENTIONED IN 13.1) AND IN B.2). "'I1,�,,0At`01,1.AL ' - ,m-ow"'. - - - P. ........ jklAN" P-E. SM/SICQtILME/IMTM P.E. I ,,,, WITM A I.- i IT It Im ,I ,- WIVIT I IIT to I . . I I . INSTALLATIQN DEJAILS FOR REGULAR PANEL IND POURED CONCRETE OR CONICRETE BLOCK STRUCIUM POURED BLOCK F_0mSw1m-wr-xI`RCr � I REQUIRED. .1 REOLRRED. I CONCRETE AANCHORS CONCRETE JNAJ�CHM (SEE 9 ON-, � SHnErs THROUGH 10) � _14) i I 11 (SEE SO4MJLE ON- /;;N SHEETS 9 THROUGH 10) f-w I EXISTING POURED CONCRETE OR F_ � . I CONCREnt Glagt� _(�) _� _ 1 4 ii� REOUREM I"r 1/4" im 1/4- ; . I _.Q wr � I � - -----I I I __.__ Z (SEE SCHEDL; I CONCRETE ANCHORS ,,, I - - - i 4 I I I I EJM i I - I SHEOTS 9 I i � I I i I . I I � i : . I i I Ea ; I i I 1 i I . � i 1 -�D 1 8 i IT I . . � � I I ��_=M�._� I SEPARATION F_ To rLASS. .... �- EX (SEE SCHEDULE ­ ,/4�mr I V M_ - I SEPARATION . / TO =LASS... � / (SEE ScHEGLU . I I I Op. I � � I I 1 4 1 1 I - ; . i I 7 I I ! � =-2--il ON SHEET 3) 1 - ­T PANO. LENGTH , - I ON SHEET 3) ! I t I I . � � p (SEE SCHEDULE � ON SHEET $) 0 : a I 1W. SEPARATION i v �_ -v M., I TO CLASS. PANEL PANEL LENGTH LENGTH ­1 ' i CONCRETE ANCHOR$ I- - - ­4�� � �11 �_­ � �_ f -1-1 � _­ ; i HEDULE ON -1 t i (SEE SC I - i . t_­_,_,VA= , _ __ � �_ - I I � (sm ff " I "m I . (SEE SCHEDULE (SEE SCHEDULE SCHEDULE I ON SITU 3) ON SHEET ,I) I _w -L. IT-F-2 --A ­_ !W-� --T--,T -- i SHEL75 9 THROUGH I ; I _,�) � i � � I . I ; 5ox i or v Dmtnj i : GLASS 4 I __(D I . ; =_1. F � : I I MAX , 56X i OF 1: : � 1 � i 1 --(D I I . I f ' U."S. � O.. � � ; MAX, 11 I � � i ; � T L.b, i -I � I I 3 i I � I : I I E . I � I -D . I I a I : I ; � I 0. -------!------ I : . 1 -4- I � 11 , 1 1 � -i I ---- I& ; t L_ Z.v - _ - �,,� r� � m" wsm WAD ��QUMRI � I I OLC: I 1/2' , CONCRETE BLOCK ! � -4 I I- I (AS APFUrMLE) i i 1(10 I 1 , lg%l - 4 AN 91110 01 ,_j_'J_ 1 "".=.. WL *1 Mo , REQUIRED. I I ------J--.---.- .-I r � --_A � , 1 i 1. , . - ". - irm. -_ sHEm 0 DMI lo"I ONLY WHEN SOLK LEG LOCATION __(�) A M CALK -IN ANCHORS URED CONCRETE ----POR CONCPO ARE USED & aM *42 WHEN G RETE BLOCK � L co wm ALTERMn CONCRETE � __= - I CONCRETE ANCHORS � PANEIMATES AN FREGUIM ARE VSED, ED, ANCHORS CONCI=tc Mo. 'ICOULA STAGGERED W/ SW (SEE SmEvULE ON SHEETS I THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH to) [WILD MOUNTING OECTION I ,,AU,, ,/,.,. NG OASECMTION 2 SCALE 3/8-1" WALL WOU ECT MQUE %0 SCALE 3/8-1- "JIU1111INA, ,*% A.. All�liik �10 .. .... .... I I.- ......... ..... - . FLORIDA BUILDING CODE (Mon High Velocity Hu one Zome)l E.D., - EDGE DISTANCE (SEE SCH U ED LE ON S14EETS 9 & 10) CommNaON Of MOONS: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ff f ' 2 . 0.44167 .'- I = *. * . * I z ' - S -�,% STATE O��-_4+_:E___ � - _.. , il-l", . . ....... * - � - il �10 Rlov,..r , ,/ , e�, �, . , 0211120 r_Tm - 24 GAGE GALVANIZED Sm STORM PANEL GILOUL PROTECTION MDUCTS, LLC. ---- "I S, STRETT CAME. FT` =14 PHONE.' 054)61�704& fft (1154)IN-SM C-.*DM - * - - FA mwm By. ' - - MIL. - 20-175 QW*M ft I I ,;,s.1;S�-`1-__1 - v�im A. im A MR- !I "N! I am :LIE , I I I . � I . 4 Of 1. - - - . I INSTALLAT19N DETAILS FOR REGULA PANEL d) INTO WOOD ��,P_P_7T ALTERNATE LEG = / ­10CATION 4'.r (WrI.) CVSrdm4G W0Qk_ -/, , �", � 7� I . 1-i- F , f , i , BW REQUIRED. " , - ADEQUACY OF biriw,ww- : ,// ), " / I . - / / �, I BEAM To BE CERTIFIED BY �.. REGISTERED U41NEER OR __EF_ ��, -1 � / ARCHITECT PRIM TO SHUTTER , , �1 � / �_ / 11 0 // �_ i , INSTALLATION. 11 I � ANCHORS ALTERNATE 140000 )INCRCIRS � �.--- I / - I I � � I* I"', 7- 1/.*k,, HDI wAm,v NEm j _/ __ rS.DSC OVULE ON (BE 504EDULE ON \ / , - I i I - m wftv Do S4 SHEET I 1) - I 7-EO-T-110�,__ 7 . . - \ �_- I , / &S Ms. W/ NVr 4 i It It 1/� O.C. I 11 I I _j__ I 1/4' � : i � - I � "m WOOD HEADER- 1� ma*w �.j 1/7 w I -"--"---I I __­1______1 REQUIRED ---:Xl, .- . - __ I =-Li (§�__, i . I ts a .EAD MIS I j, i I % � I WOW ANCHORS I IX , I . , \ 1 W40 6 1/4' M i � - I It I '�, (SEE SCHEDJUE ON I //aT... ,\.,. \ A� . 11. If,, -I �� I t i i / 1111 � I SHEET I 1) �- MI,, . - - 1 W L' " " �rpm�kmN Do i . (�) i � I ---(:D i f I I I I -1 imm 1 � "e-w. I I I ON SHUT 3) �A - " WILM I kfir� SEPARATION TO GLASS. i -mm � _ L__ _ I (SEE SCHEDULE ON SHEET 3) - ! I L - - __ I I— - I Uum am v - ­11 - - -, I � -d _._______ .... � PANEL LOWH r ____ " ,-'I---- ��z­­__­ �­_ 1; r 3) I -1 (SEE SCHEDULE ExinpLo" I =Nzr""L n OMN I __ - I I ON S�EXT 3) CLASS I t ----- -I I I I I I � f � i _(D . t i==�_ - --- ! , I I I i 501. ; -0 OF -L' I I 'L7 I OF MAX. i " I I �-- ---i@ MAX. � i I �� .. � . I q)- f I ,�, 1. I I --- __j �� 0 12 1/2' D.C. i f U-1; _: I i I I ; i x I , %0 FIN __ I r I I- � -�:- , _w: I � i I/*'1_M _�, M I ED � -, I _1143. I .M.- .---,---�.-,.----"�-,I--,-,�.--.-j I- ___ �_ I I 7 I � I r____T '*' I 0- , "' J l �_____. I __ " , - \ � , � ! �t I , I. � - I Ix I WOOD II � L___ I- 2N4' WOOD PLATE ,�, - T . I I - REQUIRED - __L__L__� � � � � � \ " I I � 1� -.- - WOOD ANCHORS `�_ REOUTIRED � I --V ANCHORS �_ � � -_ -_ - __j 0 � ,,, L-L-f SCHEDULE ON � (SEE SCHEDULE ON-r .-.--- 3/4' ------, , 1 � 41 �A SHM I 1) SHEET 1 1) __ � �, k I-_ I I � ... L I i ", � -,I VJ, -A -, __ -2' MiIi�- -I- ___ J � CEIUNfi_%_,EU BUILD -OUT MOUNTING A AINVE SOUNTING AMNATIYE 4W SCALE 3/8. i' wiflift " :.�,�� SCALE, 3/,�I. /' �, Y�t!�� ; �k .... ,O -,, , . -*' -`v , 7 \cov,i�%A - zi '.. I., S NQME�; : NO. 44187 ` I NOTE EM COMBIMMN Of SECTIONS - . I FUDR1 BUILDING CODE (Man High WitcHy Hur carte Zone)l 1. INSTAULATION ARE ONLY VAUD FOR MAX, A.S.D. 3 *: . - * - . : * r. .x" lum W_ F.P. TOP & BOTTOM MOUN'TINGS CAN BE DESIGN PRESSURE RATING (p.4.f) AND PANEL LENGTHS I : _41t 24 GAGE GALVANIZED STEEL STORM PANEL ORAmm W., I% STATE OF COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 � I .1 INSTALLATION. . 1* I � 0/27/" 2. FOR NLV WOOD FRAME CONSTRUCTION: WOOD - §��, ,�zo PRODUCTS, Lw. MEMBERS 10 BE SOUTHERN PINE No 2. W1 SPECIFIC . 01.013K PROTECTION �­ IILIEC074c� am 4900 Be. 51 MEET DENSITY OF D.SS OR EQUAL - __ . -I.M.I., __ In Ifillmov" . m ONE: FL 3DO'. - ", m; 20-175 / , . .0 W,v A04" I M4"-7-'4,% FA& 013�)68II­4707 �_ nm numeig ft PE, SIALIVOWURE/UNIt 04-com's . PE. n'! - 1 - ! y 1 smw 7 OF Is 111�=.A.,IM - , I ,,4 Iz . I . , I _f­" (3) (D = U) _0 _(13 > (3) = ` 0 S_ (1) (1) L_ 0_ 0- C: 0 _0 0 L_ = .- 0) Cu m 9 0 -0 (1) - CL W - (1) -L-f a) -0 0 0-E -0 ,m = = 2 - a) 3: m =.0 0 E ,,- m > . - (n a) " 2 -a) ,_II L_ OL F �__ Cuu) -0 , C . - 110- C/) ca. < f mw, 4 uj mi C-j C. �) -7 a C= " �� " -1 � , -- (_0 00 �', , , C ) " -, � -A - � C= C_ - ,< Lo M " - I . -I- =31 -C 7 , i - < C I - i '__ (.5 , 71 -..._z C : --- , , , , �_ ': .-- � I - I - , , , 3 . - - 11 4�,,, I = - - 1. - -1 , - - ,,,,, C �c � - �-, .�: - . - - ) '_ I - . 2� '�-, -��', , �, 0 : , C-) (1) <� 1%. - 7: C, 12 -j ,3 I - , - > ,-L > - . -- -, - -,., - - 1� I __ L m = :- 0 0 -1 z 0 4-, ;� t� w .- --> - h- -0 ; 0 w =3 r""" C/) (1) C: m L) m L. L. :3 LLJ 2E < z z < _j M II Q) (1) -C= C/) m > 0 L_ CDL < -0-0 0 m ­0 0 L_ 0- (1) U) Cu m SHEET NO. SH 1.3 I I 1 1 1 � o� I , , __L��� �;_' " I � r _4­0 1 (3) CD = U) —Cu (D ` I -0 > r-- 0 -1 - " L_ a _0 (D CL 0 FOR INSTALLATION IN POURED. CONCRETE, MAXIMUM DLMQH ftE HATIHQ E 0) 0- 0 L_ _eBESSU (a.m.f.) AND ORRUPORDIN MAXIMLANON SEMINg =11 QUE MAXIMUM A.S.D. DESIGN PREZURE RATINQ (a.z.f.) AND CORROPONQING MAXIMUM ANQHQ&__5pAM C M ­0 0- . CONCRETE BLOCK OR WOOD STRUCTURES: MAUD FOR REGULAR. LIFE FOR ROULAILSTPRM EME1 6) INSIAW103 INTO CONCRETE & CONCRUE BLOCK STRUMRES SCHEDULE E0. (VAUD ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) 0 0 C/) _+_ REGULAR STORM PANEL (b 1HUALLOONS INTO CONCREM & COUCREJE BLOCK STRUMBES M -I.- (1) Q) (VAUD ONLY FOR PANEL&NsTALLA-now As PER SECTIONS I THRU 6, ON SHEETS 4 & 5) f-_ =3 M - '— (10 U) 1. I I MAX A.S.O. MAXIMUM ANCHORS SPACING FOR MEN ED. PER SCHEDULE Below T 11 1111m MXQUUM MAX A.S.0, MAMA ANCHORS SPACING FOR MIN F-0 PER SCHEDULE IIEUDW V . APFILMABLE MAMUM . (D -0 0 -2 -0 VA=4 I a .(3) a 0 OR _2OURED CM400E DESIGN PANEL DESIGN To swilow pma MAX &SO. MAMUM ANCHORS SPACING FOR IAN E.0, PER 904EDULE movi III IAAX� AZ.G. MIN ANCHORS SPACING FOR MIN U. PER SCHEDULE BELOW * APPLICABLE MA,,GMUM 0 0 fCONGRETE BLOCK OR 2' . 3' � X9r 3103 H-i4 A PRESSURE .— I — FANELMATE ZkMM­IGUUN I CALK-414 fin, LENVIN PRESSURE TAPCON swo-wr PANCLIWAFE ' ZAMAC-kNum CALK -IN - 9= __ T07 C " (1) r*4* WOOD FRANC SOW— - .__ RATING Fwx to le RATING fEv" lo PLUS & 1w "'NOTH DES" . j. = DESIGN PANOLMKIE PANELAIATE C PANEL 1, 1 KmAmm To G& TO To :& TO mwm TO TO To to PRESSURE TAPCON I W-m-srr ANNEILMISE I PANDMATE zAmAc-tvatatt I CALK-im PRESSURE TAPOON SOLIO-SET FEWALE to PLUS 0 �)-_ C 0 3: (k & 0 ANGLE WIN 1�4'_#.'l ;/,v \ (P..C) =E�! (R-) (P.,I.) 10 W.- ;9�;w D""Mala" (;) I RATING THU Mom" .- commax O%�Tww cmawaRm 0011011TE 71 OF THOU =* TO, 'Amm TO TO w 6 TO To acs.�_� I (It) L_ _2 1/2*1 TAPOM IS 12, O.C. )MCI= OW == - - L (PAJ.) III: 7`0 -� - P=- (ft.) ip-.7) IS 4m - I— 0 LL - , Min 1. "AMIOZ& A, commmom .. I .L PCOM C014CRITE. DDN= Ir Ir 13' 13, Ir 13, 13, Ir ir Ir Ir 13, 1 (TOO) ir I is' IS, IS, Ir 13, Ir is" Ir Ir Ir 11 i/v I (TOP) = * " = - - at= OR 2'.4, WOOO _ I I ,/,,_, ir I it, Ir 13, Ir Ir IF Ir Ir 12' 13, 1 to' I Cw) 13, 51 Ir 10 I/r Ir 6 1/2' 13" 61/2- 71/2- $1/2- Ir 41/2- I CW) CD 0 -4.- ,,- _1� POCRID cm_w- I Iles . "" � It ".. , - t 13- 13- 13- ir Ir 13- Ir 13- 13- IS- 13' Ir I 030704) ir Ir Ir 13, Ir Ir 13, IS, Ir Ir 13, 11 Ijr 1 �!�) it. m , . - REPARED I CONCRETE BLOCK ANCHOR 12" 0 , , N - tr I III tr Ir i IV I (=Tom) - a- I (NOTION) , , I ," OR(D ", \\ ML (D I ir Ir I M Ir Ir Ir Ir Ir Ir Ir ir IS, ir is, it i/m (Top) 13, 13, Ir 13, Ir ir ir IS a TIr Ir ly Ir v Ir to" 7 I/e 13, %w U > K,AAAK. I 1, �i 1 14" CAP Ir IY ­ � - - - - .- .- . - 2 (stanow Ir is' Ir ir Ir ir 13 11 1. .. ­ .. ­ Ir 11, Ir 13, Ir Ia- 13" Ir 1 2 MP) ir S* 13' 10 1/2� Ir a 1/2* Ir_±jz!: 2 CTOP) 1-1z!: 7 1/2, _.!� 7 IIV 5 I - Ia- - 112- . - : - . 1. Ir Il- Ir Ir Ir Ir Ir Ir Ir 12- tr 13, r Ir Ir Ir 9 $12* 13' - 7 I1r & S��\\ NN "-. _.� I. - - ,_ 13, 13' ly Ir I IS' 13, 1Y Ir 1 I Ir I —I. ­ ­ ­ ­ ­ ­ ­ ­ ­ ­ _ 9 1,12* 10 112 13 � L_ CwtWff AAWELL 1 -, : 61-C W_Ir Ir it* ir Ir 13" ir ly Ir Ir Ir ". to' 3 CW) 9 1/2' a) _4­0 40" 1 "3/1' - - 12 1/2'12 1/2" 6 - - . ." . ." . _,.am) OR OR W-Ir .10 1/2' 7 1/2' 13" S" 3 (T� W-d* , om I KATE to Lawmmm . - .- I o- i . ,2- U.C. I VARIES I r . r , Aw k__ - - 4 (TOP) LESS LESS - - .. 'j, '. �/. 1. '/' . - 6 I/*- a Ile 3 (BOTTOM) OR 12 1/2'12 1/2- 6 1/4- 6 I/r V 2 I/V a 1/4-1 - - . 1,4 . 1/4' 3 ( OR - U) ZO ku o i � �_ 2' 1 2, . r , Aw . . I . . . . � . I w 1. a 7 1/2 1. 5. 8* 4 1/2' Z(F, �) LESS - C m - - I - �L/ _T ; I Sr kt� W< L= M.. I ALUAL ANGLE OR n 8, - or - -!I- - It. - v I - at' 1 - 4 (WITChO --t- - at - I v - I Ir - 8' - - ' (Gallo' - r r r a- I a- I a- 14 I/w 7- 7' 4- 21- .tDP) - , V, 11 ... � _1 ,.w S�g7i,A.w 4 POURED CONCRETE. CONCRECE - � - _:� 5 (TOP) 13' ir ". - 1 - ---!!:-It 1/2* 5 mp) - a, - !:- - 4 (earrom) r - 6 1/2* - r - e - - 4 (BOTTOM) -C . (_ - I. I PLAIC � BUICK ON 2'.4* WOOD FRAME Ir Ir 13, Ir ir I v Ir Ir 1 IS, 13, j 13, 13, Ir 13" Ir ir �3 13; 13 31 X 4 x IV :-M.) REQUam 3. 1 I/w ! ffo�) 14 il --!-I 1-1 11 ­ I " I '. 1. 1. I I Ir !IT Ir ir Ir 2* 13, 9* to- I, I/. 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Ir Ir to' 6 (TOP) Ir 5, Ia, !!, i1r ir a vr ir 6 t/2' 7 w/2, 5 i/2' IS, 4 i/2, a J 1/4* f . 4� . .D?r OR 8 1141 6 1/4' 6 1/4' 6 Ile - — — _ - I - >+75. -75 - - --- _F_ - -_ - - - TO . ,/�. _.�'_ >+55. ­55 - 61/4. 8 1��4 i 174* viz - - - - 5 030ft 00 X I Ir 101/2', Ir 7- 71/2 51/2 131 14 Ij ir a, IF ir 13" Ir a 1/2. 0 1/2- a 1/2, IS, $ 11ril (TOP) _Z_ __:_ 6 1/4 0 1/1* 6 6 1/**,0 1/4' a (80") _ YG 6 Ile a 1/4 __ 61/4 61/4 _-) - 0 12 . 3105-MI4 OR 00"-Tg ALLOY LESS Ir 51 13' I ?* . +w, -aiI 'to Ir 7 1/2" 13' I a. +1 '. 81,7 -tr 9 I1r 7 1/2' 5 llr Ir 4 i/2' I (TOP) w/AcKNUT CWA� Ahm. ANGLE Ir 7' Is, 13' 1 13' i 9 1/2 13' 9 1/2 10 i/2 I t/2 Ia" I O' I (WVTTOW) 13' 7 llr 13' Ir ir to* Ir Ia' it" w Ir a I/2' I (BOTTOM) +75. -73 13" 13, IV 13, IV it' Ir 1. ". 1. I—, igAm ir Ir 10 t/2* ir ____ - - - - Ir 7 I/r, ir I ir ir to 1/2, ir 10 I/v 11 I/r r 13" 1 7- It (DOM 'iF_ -i �l -;3,:- Ir ir I r la- , g- -;W-- 1 1/2* ir B, I (OuTTOM) Ir S* ir 10 1/21 Ir 1 7- 13" 7- 7 1/2 5 1/2 Ir 4 1/2- 2 (TOP) IY -1I- - Ir - 13` 13, o 1/2* 13, a I12-Is 1/2, a 1/2* "" 5 lIr a (top) . 13' 7 1/2 . 13, 1 13, Ir to" 13' to, I I. a. ir 16 1/2* 2 (W) Ir V Ir I r 6 1/2' 7 llr 5 1/2- - 2 CTOPI ir 7* Ir ir I sr 19 1/2 13' 9 1/2 10 1/2 7 1/2 13' 6 1/2' 2 (BOTTOM) 13, 7 11r 13, 1 - 2 MOITOM) - 'a _ IY 4 1/2 0 ' - t" ' i - I I 11 A OF, ::� , - I 1 2' 3 ' "' '03 11-14A :--- IS ' ILIA , " - 1(1� �& ��Ijr'4 I I S/4' , - I - IS 'r f , I& I , 4__ __ �) , I L__ \_ _j - . " � � [ * \ �"_ j , U) _ ` , / , - - I ' _ U) ' '� 'I R - 0 - - - ' 12 - -C � __ �_ I - I. j t. - - 'A CONT j14 .__'� 2 I'/2' ALLOY . ANCLE . ' It' 1. Ir 6 lIr 3 (TOP) 13 1 - 0 112'!L!�T .- Ir 1 7' 2 (moum"OM) I CASE C (PLAN) CASE D (P" Ir 7' Ir jr it 1/2 13' 9 1/2 10 1/2 7 1/2 ir 6 1,�r 3 (W) 13, 7 11r IS, 1 13, IV Ir Ia _!3 __2_L0_1/_2 -i-32-1-12 iL1T__!:_ 1. .:_ 7 I1Y Ir 6 1/2­2 (BOTTIN) 13' >v-w >3!-r Ir 7 t,lr llr ir 10 Ilrll i/2- al' 13" 7, a (w) Ir 7' I 13" 1 Ir r is" V 3 mp) - - it 1/2'12 1/2* 6 1/4*15 Ile 12 112' 6 a i/e s i/41 3 fW_n0A) To - 12 112,12 F ill -le >51-W >v_Sr SCALE 1/4--i- SCALE 1/4--i- SCALE 1/4--l- SCALE 1/4--i - 1/4. - - - i�2' 6 1/4' 6 1/4' t2 1/2* 12 1/2' - - 6 174 3 (somm) To - - ­ ­ - ­,. ,,, I� "' ­ 'I.,- ." I - _ . - - '.. ­­ ­ - ", � ,,, 0 1/4- 6 1/4' 3 (BOTTOM) . - a Ile a Ile a r 5 1/2' 7: 3 1 1/2' r r S* 7- 4' _G ,/_ 2 r r . 1. 4' 4 1/2' 3" 5 1/2' r 4 (w) lr-­i� 1. 4- 4 172 3 llr 6 Ijr r 4 Crop) - a 3 (Surrom) m 1. - - ­ To um) W-01 - Z. (w) MCAO 6- - a, _. ar - '. I I1r - 4 (BOTTOM) 7 I/Z- 3 1/2" W V 7 1/2' 4' 8: 4 t/2* 5' 3 1/2' r r 4 "' a" 6 1/2' 7' � 1/2- w ��S 1/2-� 6 Ile 2 1/2' 4 71-5* " _ _ 3 - - _4�__ - a, - a, - 1. - _ - _ . I - w - Ir /2' I . ,p 1 -I- -_�3-r. - - - Ia- - -1-9 Ifr tl/� ' w jr 8 1/2' - 5 cr� . - ::.I-- 'A. - - " I /` SOLID -SET OR C.V-m - - - .� �3 _k! 1/2, 13' _5 crop) Ir IS, 13" IV ir - _10,__ - it' - Ir 7 1/2' ly la- !a- pu 1p, I/,- a- Ia- 7' ,a. I/2' Ir Ir OR E= PANELIAKIE ir r-7- ir ir i� iX Ia- a, 73' to* It*- - i (Wrw B. , I I-PIDIALE 0 AND __� - I ! ) ir 13' 13, a 1/2* ir 9 1/2"110 1/2" 7 1/2*1 13' 6* 5 (BOTTOM) B. r. PANEIMATE 13, tr tY 8 11r IY 8 1/2" 9 112' . I ... � _ 5 I - 5 11VI 'r * 11 v_ I 'All Ir _ . SHa 9 3 �� - -_ - - 1.5x POURRED CONC SCHEDULE A- � iu­Y..% a 12�� iO 1/211 I� Ir - ­ - , . ,a 1/4' 9 Ile - 6 112' 17 1/2 -to (wm I CONCRETE BUD I / , i 1'r '� Ia, *:� i , "'L, M"AIMART g 9 � jk__ ;1: 11 12� 1/2- __�=, :E7 i 1�4G I.,' !U ;1L ..... �� ffla IT I _ - __L_ 3 - __1----C$,(3),q ,O OR CONCRETE au'p, , ] WtE 3 I I I . Is � - 73- Ir ir 6 1/2' ir (MIN. PANEL ­ ­ i � ­ _. - 0 V4' 6 1/4- 1 - I - I - 16 lj�4�16 144-16 (9011-)l I i 1--e i �_ . LII/v i 2*W WOOD Fl V, T & (m . � 10 a it) . - 1 ,_ 0_MWQ SEMNG PQ11D OMMORM CONCRETE W4 , ,4 � L_ __j I- - - I - - Is te4*16 1(4 -) , 4 OR 2w WON rkum �� I Q.j ME 11 A TABLE 11 A I REQUIRE:) - � I '�'j , . - -.11 I MAX" PA14EL MAXIMUM PANEL I SEE SM 11 FOR AN04M IM & SPACING FOR RWAUAIXINS INTO WOW "VAME BUILD"M A_tD. DESIGN LOAD LENGTH A.S.0, OEM LOAD L—(2 �D PAPALIX to W MINIKUM ANCHOR SAACHM AND SAINS" Ma DIVIANCE WE INDIOM ON 1HIS SCHEDULE FOR ED, A SEE S4oG It MR AKCNORS TYK & SFAZING MR OWNAAMNS Ann WOOD MAKE KV-6"M i I VARIES I ,(�t OR% V= FRONT A WNHAAW ANCHOR 9WINGS AND NINNIUM EDGE DISIANCE ARE MCA= ON INS SCHEDULE $04 CZ LENM I i S' M. I WALL (NIVEN CUT END PANDS LESS IVAN Doom ON NON iv 40 PSF OR LESS 6'--w LM THAN INEICATO ON MM" RGRa ANCFQR SPACING By MINTIMNING SFMW SHOW ON 6. cc"" ROBINS: O= IN "impLYING SPACING, SHOW ON ____ -C, sc"Exu wr YK FOLLOWING FACTORS. I'm 70 SE POSSIBLE. RIGIMCES, SPACING SCHITIULE &I THE RxU:WNO rACTOM MR INS WMTM m BE POSSIBLE. RODUCED SPACING, 40 PSF OR LESS -8. 1 X . 8.0,101STANCE -1 Irm ON THIS SCHEDULE > 40 PSF TO 50 PSF V-2- 1 � oum"m USING: FACM sm� NOT BE LESS THAN MINSAINK SPACING WOOMTED FOR VCH ANCHOR TYPE � CNIGNARG) USING IAGTGR SWU NOT BE UM THAN MAMW SPACING VOWED FOR EACH ANCHOR TYR �77T__ I - - THS. SCHEDULE. > 40 PSIF TO So PSF 6'-2- �!T77 -� ,:ip __ 1/41. I/ek 1/4�4 1/00 /4.. t/4-0 . I . 1 1/4'. . ___ - 6� V,000141"q% ANCHOR! TYPE I > 50 PSF TO 60 PSF 5,-lcr __21e. 1 1/4'. 1 /4'. � Ile. > 50 PSF TO 60 PSF V-10 �_x __�_,, � w. IS I CASE G (ELAN) 1AFM I W�= p"Be"' "M,�r VW.-N I INVON - u�- --OANW Z40,0`10191 WAX -IN " exIS'.0 FOANS a =A ANCHOR TYPE z � SHONAT * = 970u.. 1;,�v�:;4"c&41^ SCALE 1/4".1' MUMNIUM ANCHOR WACING QS.) 3 3 A 3 Six 2 i/2 A MAIL PANEL LENGTHS ARE ONJZ VALID FOR INSTALLATIONS IN . e.. _4 , , __ Mmm A -am N%cm (K) 3 1 3 1 3 a3l 1�-r 21/2 A MAX PANEL LENGTHS ARE ON_�Y VAUD FOR STALLATIONS 4 .-`�kCEA(ir,'1--..1/0_1. VALID FOR DOW MOUNT INSTALLATION ONLY & , "_� 0 .- . t� Id I W1 SOW SET ANCHORS & W/ Q5 SPACER AT 12 1/2- 0,C. CERTIFIED PANEL INSTALLATION AT WALLS W/ MAINAUMAIDGE ommm 0.4 3 1 3 ,jr r 3 3 ijr 3 W1 SOLID SET MCHORS III W/ " SPACER AT 12 I/V O.C, .) , 3 'Mit0HINt"', ""a . st"111101", 0 ---- L_ 3". 3� 'N r �r OLD4 I 3 —IIr _L1_/1 �3 =,/ == am k, 3 +. I/r 1 3 Iw 3112 3 'm . I f No. 44167 ". I SURFACE LEVEL VAR[AGONS WITHIN 3/4' AMML EM OBB)INGE (ED.) FACM - . ...%. I - - - - - L__ . I It _ . t:N I. . FLORIDA BUILDING CODE (Man High Velocity Hurfloom Zone) = *: . . - . ACTUAL ON DISIANCE P_.) MGM .. a * * :*= FLORIDA BUILDING CODE (Won Ngh Velocft�y Nu cone Zone) I ,/r I - FLORI BUILD114G CODE (Non High Velo!a H .. - . . - - _j -1-iij- cons Zone)] -- - - .* . - - :_: __ "' - 1, - . , btAltUf ! r __ )At I Its* t� .* � ". ________7T____ - r __ __ ___ : . e2m YET= ox, - GRAIN Vt. __1i,_.._r - _ --.-- - - 167 *. � 24 GAGE GALVANIZED STEEL STORM PANEL . . * : = at" In. - GLOBAL PRORMTION . i*g - __ - 07/27/2010 z ' - _111001111 , - *11!��! — mm. —_ _1_:� -_ -,-i -_ - . E*; 1___. _- - I -�j-. STATE " �,_ -1 GLOW PROTECTI CASE F (PLAN) ORRIX, 1XVIA 4m F.I.. ___ �:] _:J: I. - 11 02020 Tham, W. 24 GAGE GALVANIZED SM STORM PANEL 2 Ilr "I I am aii E (PLAN) STEEL STORM PANEL . _1 -, _ .44 ,z 24 "BE GALVANMD I .44167 % SCALE 1/4"-l" 111. - ,p . w,ft w. SCALE 1/4'- 1 * _ tOR10'.." Z - __ - ,��_�! __ _____,___3. I _im * 01/27/10" - -r­;-_--T, 100 1-1211- __� ____!:S_1, I * - 07/V/2M 3 ,j2: I .5�.. : * Cc mAn'. � I" : wm. ' GLOBAL PROTECTION PRODUCTS, LLC. JZNE S's jg�--, TE 11LIECOmc. PRODUCTS, U.C. 5PACWGS ONLY VALID WHEN SPACMQP FOR MAX. A.S,D. % 01 _ '�, / ILIEC01111C. .- ON PRODUCTS, LUCL 1 3 - , 11 O.M .�.. 4800 S.W. 51 SnW ACEI D F! - -4 &VIA �, A V, ..�j &i,E ... 6 Stem 1. P�?T_ . - I I , It - - E!EFNIS F.-F S USZZ r11 &ED. is,. �2,.*- tomo , IF 13NI4 PHONE, FW- (4�)OW-8707 ' NG Sp 20-175 DESIGN LOADS & MAX PANEI. LENGTHS " 20-175 0­ '%XD. =LSLE A% Vt. &D lk� ej,0410,.- ISIS Mzro., i =wFirZ IS'= ��%� VO 10, " 2.10 =.w. .. A. Y 241`910 ASS .x " li� =1. 20-175 � " ox, (-64)$oR-V" , m: - V-1. n, __ "& S , ;�-.-.--- � _� n.i .3��l "ou I" _ ____ I "I I - M-764S. F#x (".)mm-am i� � - 0��"` 109" v . . — - GROWING ft -, , CA-00mil . . - 19 - - — -.1 A-- GAINING ft , CA-00MIS ch-oamis - -- Fq . i I ­%f'­.�rxsw;,-� . WMA. m jl� P L . ujwmlv�� IGM Tow &., P4 I Pk sv'L,� WALM A TAX a,- PX- I T I ISKIET a OF It I � - "I" 1 1 ;z=1._ -1. I rI# - Oman tow in . RAW U& i ­v . I I . , I - Lig, I 4411Z . A I I I - I - I I I I I w I - mi I — _____1_ANCHm (SEE SECTIONS & ALTERIMNIVES ON SHEETS 13. 14. 15 &16) ; I i i INUALLATION DETAILS FOR LIEE SAFETY PANEL i r mkx. R-IA/13, R-2A/13, R-U/14. R-19/13, R­20/M R-38/14. a" MAY I � _1:�WN. *R-IIAW/15� R-2AW/15� R-W/il!I. + I' met INTO PORED CONCRETE QR CONCRETE BLQCK SIRUCTURES MAXIMUM A&D, DESIGN PRESSURE RATING (P*51) AMU ORRESPONOING MAXIMUM ANCHQR SPACING D.m_ 4�._ I . R-IOW/15, R-20/15, R-3001/16. r-1 .4-_____� I — ------------- �i I----- - 1/4-0 IA" 1/4-0 TAPCON 9WURED 1/4*0 TAPCDN 1/4'0 TAPCON T11 I I ANCHOR 9 __V__, =' -6. C ANCHOR 0 9'E,-C.-� [__929POURM ANCHOR 0 10' D.C. _WWWO 6TIONS INIQ WQQD SIRUCTURES (D -, (�) -- � I . .G. ,- � 'WED ANCHOR 0 9' C-,�_ OR (VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATWS 1W THRU 4W. ON SHEETS 6 & 7) 0 0 0 0 0 0 * I 0 CONCRETE BLOCK ­1E BLOCK CONCRETE BLOCK CONCRETE BLOCK �1� �, � RIMIRED. ftwu.w. REQUIRED. Mum. . � ,I � I I I ), F --- _=__1 --- i r____ ___1 I- � - -_ -,, 'r I �_I) . I i i 7 ---- T_ - - ----Ti 5 . r4 -74) I r-':i) I i I 1. � I ­ - ; APPLIG� I i I I I � I I v Il. - 1. - __ , ­ � _0 U MAXIMUM AND - AS SHOWN ON SHEETS 6 & 7 i �, 1 i I i I i 1/4* . f 1/4' Ile I MAX. X" MAXIMUM ANCHORS SPACING FOR F-0. - AS SHOWN ON SHEETS 6 & 7 MAXUUM MO. A.S.0 HM SPACING FOR E.D. MAXNUMI , i . I I I I � I ­_1__.___1 4 MAX VAX " - TO PANEL DESIGN , ALT,zm PANEL I i i I I i i I i DESIGN ' I 1� i I : : . I . . __1 PRESSUR LENGTH PRESSURE 1 ! i � I i i - (; .I= I , , C-1 � 0 E 0 & ANY _­ I I i I I I TAPCON LAG SCREW PANELMATE PANE"IE APP CABLE IV MING PANELMATE P*NELMATE WOOD __ IV i i t I I I I I i 1)2 i 6A E.0'. i E&* ! ED 0 I = I �__ ( AL I / M. / RETE - - - I. .-C - � � / — -1 � = - � - - C2 � 1 7 -GT' - r ; j ,/, ' % " � __� - - , r J, '/-T,(/, /72 '1/=' �/4' , , g � At , / _ , , , , I , I � �.G. / I / I I I / I r 11 , I I RATING WOOD BUSHING TAPOON LAG SCREW i _L � i I � FEMALE 10 PLUS "r. FEMALE to ­_ COMBINATION � i 4/ ! ' I : _::11 (P-0.) I THEM 00 (P.&t.) OF THEN ((I) I � t 1 �', I 1 i I ?, / I i I I � �- / I cl�j ; I - I xl" $.S. BOLTS i,@ I i i � , I i -I'. // 1 ; 11 I I I �� ' i I I ( ) ' I . � , I 5 I I 3) � - - . . I 1 4 1 11 1, i � I : - � ! i I � 1�, i i MAX I p/,/iw/;z1' ; � Ir ly 13, Ir ir pw (TOP) Ir 13' 13* is" 13. III; " � . i I i / , %I X FOR PANEL LENGTH - ; x , _ I i i I I , cc I - � . . is' 13' ir is (BOTMU) 13, 1 i F i i I � I i OVER ?--a-) i � i I i 1 �. �� , i PANEL LENGTH i I ; 01 � i -.01 i �' - tk I (D , 1(j) 9 I � - 13 Ir 1 1 it 11, I i i W-r 0 +40.0. -40.0 "J. 4 I 11 W. i I I " . � (= I _ � I . I - h `- - $1/2' 6 Ilr 6 11:r 2W Cw) 61/2- 6 1/2- 01/7- 6 1/2- 5 1/2- ZW impJ �� � " PANEL � � I i I RECWLAR STORM I 11 i i i � . I � I Z � :L 6172 61/2 I i I a c *­&PARIATION i To G.LATS.-S, 11 -�L - I W. � i . . . (w/ Omw MID PANEL umm Boo 1.1"01111 0 1�� i EUX ON 12 1/2- a Ile 2W (BOTT.') . . 2w (W-) 4 ------- - .,- I -_ I-- i �4 1 - F-0 - - � . i i %I � I I i � � k I- ,,____�__ 1/4-S-2ft" 70 GLASS, I I A , _ _ � ep I m iyw-d��_ i I— --- LS * i I _ _ __ LID -7 - , ,,- - '. - OR i � i I - i . EA. GLASS 0 a- as MIR) LESS 7' /Y - a, - 3W IMF) LESS ___ i I : i -_SSq _­1­___.­ - "_mT-t"v I ; _ - -- - __ _11, :_ I - ­­ =-- __ I - -,- =) - . I � - _L - _W1 - . -_ i ­ OR _�_ ; ; 4-1- � - - T � � x -1 'r-w 0 +50.0. -84�0 P.A.f. - _-- -1 I " -bTJ -,K— __2:� .— — _.L1_ __1: � I I I i a t� i . f- a. '. I .. i : (WIC, ONIMAP MID PANEL LENGTH BOLT) � - - � . - -_ -,-.., -- I ___ ---r-- - _ - I ­__ I-;---- - _ 11- I - ­­ II i 71-40 1 1 It tMIXIM OWR 7-r 5 , q - . a, - To 60niam) 7 lIr B* s, - aw Wiliam) - _ � -.- .- � I I � ___L_ ____n_ _­___ _____=­_ J � I I � Ii. - T- ­­ I - - ; 11 I 11 I 11 I / I i -cc . , � � I 0 4 - I I -It -_ -f 1 , � v � r -_ - -1 , L.. ii - - - - - - -,------I! .L. Aw. I - I ., I - 13' 13" (rep) Ir t I ! I -_L._- - � . In , ,E_ __n� 1 � - __j ----'- t I _T' -_ - I- I p! i I I � M... , I V MAX - . Ia' ly Ir Ir " (top) I ! i ­-1- T I" 21-81 SON. PAIm UNGTH I -L 0 i I , 4 1 , AT ALL MOUNTNOS " +46-45 13' Ir ir 13, XM04 >+45, -45 13" Ir I 3-1 1 r 13, 4w (ionom) - i . f �__ 1/4'0-20.1, I I . ---- � ­1 ------- a I . - ­­_ q_______._ - f __ .... L. _ 11 OR lot 1114w - i __ , ' *14 - - _44& PANEL LERM 0 V PANEL LENGTH V PANEL LENGTH C__ -.1 � - _­ , 801-IS w � I ..; � I ,/ S.S. � - j . � I .1, � I - I 11, AT EA OVERI , , " I i I i ON � �i : (SEE ELEVATION ­_ LESS 13" Ir 13' Ir 8 1/2' Ile (TOP) In -75 13, Ir 13, Ir IV Iw (lop) � I � I v- I - � : 4 1 � I " - I 1 (SM ELEVA11ON t��� � (SEE VXVATIOX 0 , I - . I i I I . I I I j I* MI,,. � EET 12) 4 _____� ON SHEET 12) 1 ON SHEET 12) 0 1 ON SHEET 12) �% ,� j) r ---I- � - 1. 01/4 IW (BOTTOM) I z � � 1 1 i . , I . 1.1­11-, I � ________i 13' Ir 13, IS, III (Bottom) 13, is, ly is' . , I , . I I _ �__L i - - ­� 1i___i___ 9- I � --- APkTJON- I - , , -1 "I - L �___ --- -L JI-11 _.__�_____I � �, I I I : 9 'E� MY" I � i � . a 1/2, 6 1/2' 6 tlr a lIr 2W (10P) 61/2- 6 1/2' 6 1/r 6 1/2- 1 6 1/2* 21V MM � ­_,­�_�__.,___� � I ; i TO GLASS, i � I � 4 i ! . . , , f � � . I i ! I � TO OLOOS. I ; � - - - - I V I I I � V2 11 (I 6 1�4* 1 1 1 i C I � I I I , . 12 1/2' a I/ 2N WIT,-) >57-0- - 6 1/4' 12 1/2* 1 6 1/4' - 0071T:-) >5`--W I � I 4 z I i , 4' —7-1 T1__ ! i I —I-- I 11 I _:�, - , TO i � i I � ; �; � % , ; I i I I I -A J, i -11 - , 4 I /2- __ 3w (TOP) 14!-4" - Sw (TOP) 7'-S' . I I i � � L � i i : __­ � -­ j -(I) I ,,, I . . i � . I I -1 t � i . t � . - �. � I i L/2 I i ! i I - - 6 1/2^ 6 1/2' — : � i i A c � i i 1 V2 i # I I ' - 1 ;7 - . i - - 11L i I I I I � I '. i - . 4 11/2 7' aw Wiliam) I 5" I 5 I/ SIN mmumi [ _,!_ w____L�­ - L - - - _1__J _�, I—- I I i I � ;) � i , . �� , I r . . �� � - '. --1-7'- --, -_T-T_____,�y -, I : . -) i I -) - � j i I i � , 12, 1 __ , � , � -�', 1 1 . . I �--" 7-- I., i ; ; 'I 1 ---(D .,- � i ! �1. � I __j1___L___ I 11 __ � I __.r_,�___ --i ---- �.____4__4,___;___*. t­­- ­ 10 i � . I � I � I_ - � � t I I I a I/Y 4W Tw�rm) 13, 1 ic' 4W (WITOM) " �, L - � . �-- L ­ __ --- �- - , , , I ; E�6�* , I I E, .* i - - , 4 , � � i EOA E.O.0 I � 1 Ir __L - - ; -, 0 ,,_� — — - - � , 1 21 ' - ___ - , � I I I ; � : I - _� _� I I � ; I -, 0 0 1 �, �I CA I e � ; : i i -.-- _@ � i i - 1 � i 1 i _�-100 T 0 1 . ; i ; ��, I I � . . : ; -.--*" I � 4% � � i � � I I � i i ; . f i - ; i 2 i I I I SEE TABLE #1 SEE TAME jil FOR MAX A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS 1.1 , i , i i i ; I � MR MAX, A.S.D. DESM LOADS & MAX. PAWL LENGTHS WHEN SPACER 0 IS WAEN SPACER ip " � I PANEL 8017010 w L 0 � a 12 vrwI i - I I I -A __ - . I i i I I - _\7__17__­ - �,� �� , 7z o, USED, CORRESPONDING ONLY TO - ALTERNATE 2W ON SHEET 6 1 i _� � i t- ! L I I �, - I * USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I I * o.m.,(�). IJL� � i . __ __._.A._____...__._._J � cc I � ! ._1._L_­ i ED _L____J *__1 � : - 1� - I *.- , -� . _�: .;y -i Q - I � 3/*1 1 m -I I - L�___l - m m� .., , ".. - - , - . . - 1i W, -, ­ ., I EXTERIOR �=__Nc NUT AT L_j r- w __=-Ir - - 1�1 . . 1�_ ­1 � . � LEFT PANEL RIGHT PANEL 3: 1 INSTALLATIONS ONLY ., 11 � 0 2 1 O-CL . " *, - ft: ILI � z_ -ra lag &I A R-IA/13, R-2A/11 R-3A/14. R-18/13, R-20/13. R-30/14� I M01.11 SPEED UP TO ITO ..p,h. 4 . � I �: - 1, � = Lik, I VAL* FOR "I'll I L/44- -4) . -IAW/Ir -2AW/15. R-3AW/16. C:0iNAJ6-CON O.C� /4-0 TAPCON 1/4"O TAPCON /*'O TAPCON &.- -_ MAXIMLIM PANEL I 1*R .I. R � 5. R-39W/16. i r I I - A.S.D. OEM LOAD I 7 ANCHOR 0 S* D.C. � I LENGTH i____________­___ANCHIRH5 (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 11. 15 &ifi)-­--------­­ i I I 0 91 01C. I ANCHOR a v cc. 1/4- MAX� CAP 'I EXISTING POURED COINCREIE OR --?= u - 0 CONCRETE OR ��_ DUSTING POURED CONCRETE OR - 'S - (3 -�p ONCW SLM CONCRETE OR 40 PSF OR LESS 61-8. UEE SAEM STORM PANEL I. ELEVAIIQN (t) -7 F _rGNCRErE BLOCK FtEOWRED. REQUIRED. L-Mm. REQUIRED, 'ZONCRETE BLOCK nWRED, _wl = - SCALE I/r-l- i SEMON, JL-2A w _T - Z 7 40 PSF TO 50 PSF W-2- 2.Wr I ]!mAAAjmmLLS - 5; 0 uj I IT REGULAR (IM Wl�e q) REGLILAR 0 REGULAR PANELS 0 MMMEL 0 a MoOkANEL 0- 4� . . STORM FARM _ �-! OHOLE VALLM If STORM PANEL I 50 PSF TO W PSF 51-10" / 00'", , / I . i C1w i . � E - ___ ­­ �___­==_= _­ ---------------- - - - ==============_ ____ A- . �___ � ------- ­ ­11 WAII U61imMum. W&I I unlIhmull-4t . "I 41 ji � I t C, .. *11 , SCALE 3/8-1- A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS I/*- ; I � ,..7� .. I/ SCALE 3/11� I' 'OttomwA, W1 PANEL MATE MAALE ID OR PANEL MATE PLUS MAX GAP, .- 1 6- " -1 IV i ": - �/14 " W/ " ID-F-04,00N 1/2* O.C. , /,r \ i -. I ��s ?1� t , .. , ` ANCHORS & SP . .==- ==�____= - ------ ==� i,�_=z=_ - - � �____ ; PIZ-­:__ - 2 xl__�_ 11 ==__­==�­ iL/ r I 00,1'�� 1k. Tj , . SEE $HEM 15 & 16 FOR ANCHORS ANGIM VANE ____L___1-- W..- I : 1 167 ' I ,�SCENi��%p 2. '.7!yt, At \ - �, ., = I - - * ' . I : * :*= TYPE & SPACING FOR INVAUATIONS INTO NO. 44167 . I = * , * = WOOD RVX BUILDINGS, .. E .... FLORIDA BUILDING CODE �Non High Vslocl�ty mu cons Zang) LIFE SAFETY PANEL . .ql!A� .- z FLORIDA BUILDING CODE (Non nh Velocity Hu cons Zosiafl MOM" ANCHOR SPACIM AND MiNAAJM - ww^ NOOK V#AW 0q 3 I * I FLO BUILDING CODE (Ron High Velocity Hurricane Zone)l E : I I., I ­ - IDGE DISTANCE W B = * . ir :*E .2= IXMO, INC. r1A. Mm TXTM W ". �.. 01 .& 21-Z 01020 TwmA INC. F�P. MAW INDICATED ON THIS A Ta, " -0 - 3 : 44161 *. 24 GAGE GALVANIZED STEEL STORM PANEL DUN all WERIOR Mik ..."v 1� 24 GAGE GALVANIZED STEEL STORM PANEL Ow" BY. SCHEMILE. F F 0. UESS INAH INDICATED == lft_.W SSSk W 3 � 24 GAGE GALVANIZED STEEL STORM PANEL am" ft ON SMUUE REDUCE ANCHOR _0 ,, STATE OF ..", S '*1 . ` I i� C . " - j** III . __ __ - �1111­ ;T/v—l.m __ __ - - Amft am am= = "BUNA" S - _. 114 ______ GLOBAL PROTECTION PRODUCTS, LIC. 0/-"�'- ,,, ew. 4" Sit 5 STREET �m S.W. 5 arm MR Ties womm To, BE POSMU, ,1/2- .JS SAM I RUNAID SPACING OBTAINED tow - -"I L &g.R"mo & g=% mtbr= 4SGS ". 51 Sww .. GAVE. IL. 3XH4 2 1/2' 6010, DAWL n- 33314 20-175 . 1_4� PHOIX. W�ISW_734k AM- ("4)M-ffm 20-i75 SCALE 1/4"-i' (W)OW-IISIA, m, 0144)640�8711 FACTOR SK4LL HOT K LESS THAN , � -2-il - ., I .,,��-. ,=::_ GLOBAL PROTECTION PRODUCTS, = 0"100 GLOBAL PROTECTION PRODUCTS, LLC. SAW ScHmku By THE FOLLOWING rACTOM lk * 01 ��Fr_ a.m. - Z 11LIEC0.7\ ,---", �01 E��� /T ME C —0. ,.. \ m.. . � O'. .." 4 ". RIw,.-.,$ , _\ / � __ — � I , - . ", - .... w - ,pw -­ � (9641649-7343, M (154)NIO-87117 � ,�,,*,:;,G;% � 7/7 ammm w M-1 - i - 1­1 - I - DWAM ft - � X WMA" SPACING INDICATED FOR EACH 0.0 y ,r-- _ ck-ODOV719 ANCHOR TYPE ON THIS SCHEDULE __1i:_ ...xzr -.1 - I r, IWASIN; - an US% mk_ I I Pz SEAL/Sawn'SEIDAIE *=!�j A,.. RE P4 w^1SNNAlm,mATv CA-warlig I, I :::R li I � . . I I - - -1 pql um a-, t%" ; f - -1. FE91 7 0`3 or 15. '+"I-o" I i . - .1 . I I . . I I . . ; SNOU 11 01, Is SHM 12 or IS I WALTER A - INSIALWIQN D ILS EQR LIFE-S&EEM INS UATION QUAILS FQB LIFE SAFETY PANELO) - INSTALLAIION DEMILS FOR UFE SAEETY PANELnl PANEL 0) INTO WOOD STRUCTURES INTO POURED CONCRETE 98 CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES 1� '' '' �� ,, — Y1177 T� -�,-[ - I, 4� --,,, .-- - 1/4-0 TAPCON _� _ , , " I ___ -7 `�-T-7 � 7 - �� -\ �Tl� /-T! I 1� '1� , �� ­ 71,17 1'��_ F11 � t/4-# TAPC 9. G.r Z/ � i � �, -, - I . �/ 7,� - It. - r- ANCHOR a * a.r �� z 1i . -7;jg%6:TG`N / I _v. a- WOOD HEADER � '/, --- 11 � ` ADFR __,� ___� .. _ CWTS" 9* IL - i f Cr �, CONCRETE BLOCK CONCRETE SLOCK � _ffewmm -j!DOD HE - _V HSDER I : REGUIRED >< t- RECILARED. REQUIRED. I �! // _1 I I 1_� �� I I T-1 '_�_, i- � - Cn I , 52 ­ � 00j"ER � I .1 -90, - � �< , � . _1�_j /_� I I I I � � - - 41 i TAPCON � / , a ot r D.C. / � " : � 7 : rt a, O.C� x I _;�4;jr=" IL., ,_ F, - 11/4'0 IA" �4 -9.".T '.,r C.C. '=OR -=ON L. (1) I I . S' %, 11 ­ -, � I _(i) 2 �, �/ ,,, — _ \ "\1 � �­ \ \ 4ro � _jj . � , �, I I - /Z - \ I I � � \ 1 � -;= 01C. - / � ; I \ - ( � /\ / � \ / - � / , / I .. , 11 - I � Ile I- lIr 1 1/4- � � � � // �. I 'i, '. I I � I % (1) i �, ly" , .:� \ r__(i) - I . _-1) \ � 1, / ------,-i I / fi �/ -a--- � I w - t- � " __(D � I � 6 " I 11 � - AA � ,'/ \ / - \ " � t , ,� I �', - I 14) �z " - // I , I _-1,A) 7 - - � :_ ,I zap" . . ; .,/ i III 1 1 1 1 � " � I/4' 1�1 Ir � $/4* Im �, I- Ll�_ I 1/4' z /�' /I �, 1/4- j - \ A 3­ I (D = ___ I I— I i , � /'i\, i i " x I � A - MAX- A j 1/4- � \ _AG = . lI �44; . ; - ­ I . MAX 1 i I I I I � /, , ;/ / \ / , 2- '� ,'; � , --I I �7 77 1� -.� _+__0 U) i , 1, \ I / � i . I I I / i- \ it �.' ------- I f , /T_k I I i / , \ I -I 1 /4", � � _� / �� / 2� � I - ____I " , ; -------- i T i I 11 MI11 : 4 , i i I I i I fli - i /I 7 " i I \ �_, i / � '� /�,,� / I \ / ,; : / wir \ � I I I I . 11 . I I I 0 1 i _0 . , ,�L ­ I ,�. =Ljr e� I � / NG� 1411111 i \ i � I ." � ", -� I [ �11 � ­ i � ! I I i / I - i � / � i i __ - ' ' � I i I i = m ' ' - "' -i-E � -1 : __(1) J-%J-.,- i L42j= I 10 i i I MU -ul It I 4 , I TO GLASS. LEj.0 � � � I i $MIS ! � 8 i I- A, a 11 � a , i > ­­_­­_ ­­11111. k " I I .---- . I I I 1/1�w* 1� , i I I i - I j:­­­ I 1 __(D zuG._.__ .... _1 ­�_1_1 . - xj� - - � 0 ­­ I 11. I "' ___ � A- 110-2w, 1 --- 1'*_iiv 1 4*.-gftl _ _1' I = /. I I- ILI 901W111 � a It I . I '_�__- - , i ___j =.".:*r4, ; / I ; ", _ I VA ___ i itantai _ _ i I _0�__ - � i.- V­ . I I 1.11, -t- � __ - - -1 ! i A�'N - I I CLASS ­_:__ - I I - ;6r.-Zwl _­­____�' - �_ , 17-1- - 0 Ek MAAS` i 0 , "a mpq =1q__ - I _ _ _�;_,_ _ .11 i gxp� . y - -'I- - - �- ___ , i I . - a ___­�_Vok �­- mmi - __I mim - _n =1 114 �_ �­ -_ --.-I- 9 m Plot*- - " 1 , . v V­ I I j L_ i � I PANEL LENGTH _11-1-- S' PAMI. LENGTH 0 ! IV . Ill i - 0 /- - �-,, - ­ I vi:vx `V`__ - _wl ]i . - � . . � j " i =_n�r­ it 11 ' PASIS, LIDA711H 0 . � 11 =90.gtor�-o - -- --- ! ff­_:�=If� __ (SEE ELEVATION It F 4 - - --- It- r Y__ -_ _.� ev W. �1_ PANEL LENGTH a - I -1 'V MAX CL I I,SmGVIr a I (SEE ELEVATION 11 11 ; ] W'X. I 41. LENGTH I , ON SHEET 12) - ) 'V W., ' I (SEE ELEVATION u . ____ v / � � 4 -A � I PANEL L84M "I 1 ON SHEET 12) ,I . PANEL LENGTH a i 12) I PANEL LENGTH - - I ; -L ___ ___ _�� a ON SHEET I � ISM ELEVATION CL Ha I � 4 2 (SEE LIEVATION r . � 1 (SEE arwmm � ii i (SEE ELEVATION I SHEET 12) 1 A I -Ul , - -. ­j I ---I 1 I ul i : i - : E I I ON SHEET 12) x a ; � - -_ - ON SHEET 12) � a i I i 0 ON IN I , 4 I coo . a V w, I i I ! _____T -_ ___ I � a I � I i � I I I . < i I N-----SEPARAT10N-- � : 0 r I 0 1 i I 11 11 - - . 1 � I I I - 1 -0 � i . I L/2 i � i ! --q) ; ! I TO CLAM I I' mh. I ; __ - r ! ; � I I ; I all, -_ __ , i : fi----WAWC1K- i : I . I -(a) i GLASS, I i A ---- SEPARATIM -- -- 0 � i P!41,�,41"5 1111ffi1g11�1A11, --(a) I � r-SITtz- I LIZ I I-,,--- A) ; F I .� --IT i � I I I I I To GLASS. �1�k__ i 9 I' W. I i It lI-­sEPARxno"­- I k � i i a. � i ; I A- -1) a- � --(a) I Z i , � ; -.9 i � L�2 i . I � I � 0057ING POURED! "' I I _7 - �� i : F7 - I _ i I ! I . I I a I ; a I i. i 0 =PVTmalt0i 1 - _1@ OR- ; - I " t i 1-12 i i , CONCRETE BLOM i ,_ --@ � 1\�' __� IN 1'_ __ � H 1 m- I - I � r, -19 _@ _ ___@ I i =3 i 2a,_.11- 1 1 . I /i ! � CD CONCRETE BLOM I t � �__�_ - � - � i * .. 7 . = --- .,- I 1 1 i I , , - i � I __', , out Vt at 1, 11 itmw=� t C-B -0 REQUIRED. � T .Ww RECLINED. I I I , , /2- N & , i 1-1, L � � . � , . ''. I ,__I M ff __j - - - I � , I I r I L ­ `� -1 ,�, 4 -____j ------ j - 1_1;�� " I P . t i � z - , 411,7 74I � � a - -I- 1� __­.Lj­­-f J 1. I____J ,�, ­ ___ - .6 dA AM � 1�� I I � �_ � � � ; Sam w _ ----q-,- . . '\ ,--, —`7 ��, L 7, 0 . ­­____A___j EQ. � I ---i -1 [- :, . I I 1* . :� V".. _,___� " - 1 1 ": i , f '�� 11, 0 1 - I j � i � 111, � ,� I , I I t j i I, � , 1 1 ", I I t I- . 11 P,�!; -JP- . *I' I- =. .1 - -AIV .. , � li � OXIS w i 1 � � " r I 1 ,Q I i i � � L_(�D Ij 1 , , " ,� ' 7 � - 11) " Al REQUIRED I " I IS 12 ,pm 2-x4- WOQP - � � j 'i, I � , �� ' 1! I 1 �, I "I I " 1 �! � � H i � " ,,�� " I �, 2'.4' WO01_ ___.r , I 11:1 !1 -- 'ANCHOR 0 9. ox. --- 1 - � 0- , " , � 1�1 ' � L-A � 1 � 4'0 TAPCON i I, � - _�_ , . 1 1/4-0 PANVAIIIIE P APCON 1 t.� 1 'I I - .. .g2= I it " � 1 - �;! -- _iI_ � _1/4-0 TAPON i rA ,,--r , 'd I - 1 1 i PLATE PLATE - a ffisiALS X=A= � , i ! �, Ir,� - � � " 0 ir Oz. ANCHOR 0 a' 0 C I � REQUIRED � i REQUIRED ANCHOR 6 12 t O.t I , __ , I � , SWOERED W/ STUD L_ I i t � AGGREM, W/ i;O - I 11 RISOUIRED 'I' 1 1, '�, 1 iL. h 114-0 TAPCON ! ,�-j � � L Lik �- -0 PANVAAIE PLUS �_ : '- , � 1� i 1i ,/. PANELLAKTE PLUS I � , 1 � 1 -� I 1 1 1, ANCHOR 0 r ox. i j i !I, - Ammuit 0 12 1/1' D.C. . � �, - -ANCHOR a 12 1/2, O.C� WALL MQUNTIM I I . f e.4* WODD � f2�0' WOW 1 ! � 1 ', �,� i- i I I j T I , "fl __ ��, I 1 4 � L i, � i I 1 1 1i �� � .1 � , , I ) 1 I I \ � 1 1 , � , _j i 1 T - PLATE ,� - i . 1 1, ! I , I I , PLATE , , � 1, � �1 i % , SM SHMOS I 18 FOR ANCHORS TYPE At SPACING MR sr." 318.1* - _1 , I _f ,�� REQUIRED ___L­',� -, 1", .J 1 1 , , I , , 11 i -i � _� i � L 0 a) _L E , . , � - t 6 & REQUIRED L I , � � , L, � I INSIALLATIONS ING) WDO0 FRAME BUILOOW� I ; t I -1 - : I IN U) W01" ANCHOR SPACWGS AM MINAIM EDGE DISTA&M T , . , _-L b� �_.i_ � : '�, - --i- r4- ARE 00r-MS= S�=SDP IESS THAN ,vi__ L , NL_ I INDICATED ON SM" ON SONGRILE ACNO AMRNATLYE R- Affl%W-3 " m MMTKYNO SPAM ey IN Hal FOUDISING FACTORS. FOIR THIS OPERATION tlfr NPIGSISME L ALTERNfiffi R-Ifq - ALTERN 9-ff" iff 0 PANEL m REDUCRO SPACING OBTAINED USING FACTOR AQUENUMME Uff , Maw � " LESS THAN moo" SPACING, INGOIllo FOR EACH ANCHOR 00!J0110.11ft" I 9I LIEE 5AMI EMLL Em 2 LIEE E&Ka PANEL 0"N"'11101111111 TYPE ON roe 50"mum __ ------- - ,,��­� A. �14;��% WALL MOUNTINGS W&&j% ... ,�,. I/r. 1/4'. ,*_,_� ;io- , k0m,"."I", ,/f4NGS W" MQUIATIN95 ,_!4i;��, , -;ii�w %', Sou 3/4-i* I SCALE 3/8-t- .,. 4...!!? 1, i, ANCHOR Im WMIAWE ��r. -.�? -S Ak, I .. - w . WCO, -. . � Pm if ..... . 3 a � .. X Hu one zoned , ... I, cIm';,. .. . . ' 1. � = . . I *. I mm"m 40" vocama w - . . FLORIDA BUILDING CODE (Ron High VeiccIty, Hu .. . FLORIDA BUILDING CODE (Non H19h Velocity Hu fie Zone) ., No. 2 . A4c7 . 4167 FLORIDA BUILDING CODE (Non High Velocity Hij one Zone) 3 3 1 : . - t,om, - - *=.-.. - 1 * -, .*j cam TOM. INC. 24 GAGE GALVANIZED STEEL STORM PANEL r.p. G: : 1. S 0= IXT= mc. 24 GAGE GALVANIZED STEEL STORM PANEL 7�. NOTES, 1 * .. * .- w i AIM 11.113M, W_ M i� __! j 1/2 : GRIM - I 1. INSTALLATION ARE ONLY VAUD FOR .kS.D. .44167 '. - ORM W. z: .. 24 CAGE GALVANIZED STEEL STORM PANEL < �_�= - ij .,O,.. STATE :0 - DESIGN i *.1 III i *� I STATE Of .,Z/ PRen, ft ACIUMIL as "m � .�P.. 07,12/11M PRESSURE RATINGS (p AND PANEL LENGTHS AS - = 07/V/2= 1. INSTALLATION ARE ONLY VALID FOR MAX. XS�O. 11,"51.. . - 0y/v/2m * = OM. '11 L 1E C 0 Inc. \ GLOW PROTECTION PRODLIM, =- WIL DESIGN PRESSURE RATINGS (p.a.f) AND PANEL -111, 'We I ECTION PRIDDUCTS, U. ____ !_,_1r___ __ 0-m I - - 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ik 4000 S.2, 51 Stmw - LENGTHS AS PER ELEVATION ON SHEET 12. 11LIECOme. GLOBAL PROT SAM-, - - _ COMPAVY * 51 StRW � I - - .:r�,mpu%.a. IS- wrl. =14 Z! AND &*� 51 $ISM �� / �= , - _____Li_/r .&;�_ M-1. a.m. M_ 33114 � '. N -%+L-,';i�,' 0- / _1= .7, �=� mo, W, I'mamm. (OU)NO-7542� W (054)MR-SM 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ..It RIV 'T a V409clim FHOM Ge', ww_ It. =I 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD IONII - WOOING N..� ..... 092-7546, FAX' (w)"..7 20-175 4#011100141, _!U-pt-m PRON14- (04)W­764a, rM- (04)M-SM 20-175 .__ -31 ... DENSITY OF 0.55 OR EQUAL. I ..,.,:1�4 _- �t��, MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC - . - Cl-ONS719 ck-6006711 -.1 popoe- 01-i - 1- DRAISK0 �. DENSITY OF O.S5 OR EQUAL MWAW f�� I < - - P� SEAL/Imameter/wrE .:��*Owtv -I- 1 mma.l 1 - vm " - I- - -1 A, ,.E, I fm" 1 - 3 sIr _", L__ -am *=. uw'._ OM 6W!% !!� . 14 OF 11 . "Y4,1111.11%*vS , It j --- - - 1111 I ______j , , - � Z___ Vt - t I I . I i ;.- , - GLOW PROTECTION PRODUCTS, U.C. PER ELEVATION ON SN 1Z - OZ ,,-,,,iO4:.­ "10RIV) 0 i ,'.. ' , I- STATE U " ,- � iil.?.� � " cMa;L., . ;-0, ---- , i - * , . - _-E n_ _L__ I PL StAI/sImArInE, IA, 8 P.E_ n"i I I . I I ,IN trl I, I , I . I I , - - S, r/ kb - I I 101MIS OF if I _j I I I I I I 0L_ I SHEET NO. I SH 1 . ,_5 I - I-P I - WIDTH) "", , �,fm " I ms A, I I q'� �, - . . . . . 11 I I 11 WAGNamIrl"al §1� 1`fA�If - � . . . . . . '114, "t'll 1�1,11 ; :,,� , .. ��.� 4 �j �,Y � I - k��M�".--�.-*Vt§NNNENENailmmmmhlggrAe.ALMAMgciw;ismm,��l,'�p,owv- - elvam.015-1, r,1"T �, "41�,, % 1: �, 7 � Z"�-�4'.%-&,Ww,;�AI&MI909049'aly"w..i--ttc&V'&.VO v,,;�'.?,.vww31Avftmft.A-A�� wft,mmm&w.ffu4bM*^"F&&.�&,IWA"��4�'�­1 �_­.­, 1. -,-- _ ______ , � ----.--.- � q'� �, - . . . . . 11 I I 11 WAGNamIrl"al §1� 1`fA�If - � . . . . . . '114, "t'll 1�1,11 ; :,,� , .. ��.� 4 �j �,Y � I - k��M�".--�.-*Vt§NNNENENailmmmmhlggrAe.ALMAMgciw;ismm,��l,'�p,owv- - elvam.015-1, r,1"T �, "41�,, % 1: �, 7 � Z"�-�4'.%-&,Ww,;�AI&MI909049'aly"w..i--ttc&V'&.VO v,,;�'.?,.vww31Avftmft.A-A�� wft,mmm&w.ffu4bM*^"F&&.�&,IWA"��4�'�­1 �_­.­, 1. -,-- _ ______ , � ----.--.- � zi/is, ANCHORS SECTION IEZI a ALTEM441W EZ1W ON SHEET _,3 __13 M"_ M1. Mr., (SEE 9 �O(SEE NOTE 2) _0114 4)NOTE 2 1 1 1 S. 1/2 *0 ALLAWARAI POP RIVET LAST PANEL(D TO BE INST&LED AT EAC14 OPENING $HAU. ALWAYS BE 1/2' ci PRovpEDSTw4 FEAR HANDLE To FACILITATE INSTALLATION IF INTENDED L 10 BE IN LED FROM INSIDE OF STRUCTURE. jD= PER 56X OF 'L' 0). CPL AN ORM T_ I DEW QN. Q E& _Z H G ST PANEL SYSTEM I SKNC (.�D' PANEL) (INTERfOR PANEL) (INTERIOR PANN (INTERIOR EQ (END PANEL) (V5114NMEL &L TRACKS 'TOP & BOTTOW SEE NOTES 2, 3, 4 SEE NOTES 2� 3, 4 Is. G. (2). END PANELS SHALL ALWW,8E CONNECTED TO BOTTOM TRACK OTHERWISE A STOP HAI.L BE PROVIDED A7 TOP OF SUCH MAIL PANEL LENGTH PANEL& a 40.0 (3), IF END PAN" ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF 1/4"o-204/4* M.S� W/ 7/8"04/32' WING 'THUMBSCREW 11 LTDO NUT OR 4 ox3/;4 Ulm INTO TAPPED BOTTOM P L"ON S.S. W/W 6 Ek OVERLAP TRACK, FASTENERS MAY BE AT EITHER OF TWO (SU SECTIONS AS EXTERIOR FLAT FLANGES OF END PANEL. J U _tt .. ...... (4), IN ME THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I... A STOP SAIR IS. ONLY USED AT TOP) AT LEAST IWO FITTFIT71 "�x PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE I 1 1, 1 IN SUCH CASE, CONNECTION OF I_LL_J_J_L.L1__J_J_L J PANE X MAY 3 M­ SEE NOTE 4---- M", L ONLY VAUD FOR WIN 6. L 07w/@ 3 170 .;,h� ANCHORS LPEE -0, ALTERNATIVE IEZIW ON SHEET is)- EEZ I 18 - Zj W/16 TYPICAL ELEVATIO EQR SERIES 200Q E-Z HANG STORM PANELU)SYSIEM M SCALE: 3/32'=l" 2.697'(WN. O.VRAP 114' U.. CAP -1 Vkj�,.�VAU.Cr) �=7 ="S. Z S-Z I 2_1� SECTION A -A SCALE: 3/32"=l" % FLORIDA BUILDING CODE (Non High Volocif Hu Done zo.0)1 24 GAGE GALVAM2EO STEEL STORM PANEL F.P. o,44167 st, LTal :E:C: :0 �,, GLOBAL PROTECTION PRODUCTS, LLC. STATE - 4EWPL!, SIRIEFT OR01t, MKR� (")MM", =14 20-175 Ga. NP. ENr_:,1NEER1NG ENGINEERING EXPRESS110 PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 17889.1 - R2 FX Project Number. 20-31 S43 Product Manufacturer. AS American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 24go Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation oilorkla Building Commission) Rule Chapter SIG20-3.005, FAC, forstatewide acceptance per Method 1(d). The product noted above has been tested andlor ev lusted as summarized heroin to show compliance with the Florida Building Code Seventh EdlUon!;020) and Is, for the purpose intended, at least equivalent to that requited by the Code. Re-evoluation of this product "I be required following pertinent Florida Building Code modifications or revisions. Substantiating Date: . PRODUCT EVALUATION QQCUMENTS EX drawing 0112D-31543titled'24ga Galvanized Steel StormPanels (HVHZ &Non-HVHZ)% sheets 1-5, prepared by Engineering Express, signed &sooled by FrankSonnardo, P.E. Is an Irflogralpart ofthis Evaluation Report, A TEST REPORTS Uniform static structural performance has been tested In accordance with TAB 202 test standards per test report($) #8T-ASG-1 7-001 by Blackwater Testing, Inc. Large missile impact resistance and cyclic loading perfortnerroe has been tested In accordance with TAB 201 and TAB 203 test standards per test report(s) VBT-ASG-1 7-001 by Backwater Testing, Inc. Eoru�u 'T'UCTRAL ENGINEERING CALCULATIONS -1 engineering calculations have been prepared which evaluate the product based on OCTYPOrative and/or tational analysis to qua* the following design criteria: 1. Maximum Atlawable Spons 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 121� AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM @ENGINCERINGEXPPess. Com ENGiNEERIIINGExpRess.com E,INGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase In allowable stress has been used in the design of this product. Separation from glazing Is not required for Installations outside of wind zone 4 and essential facilities. Impact Resisilance. Large Impact Resistance has been demonstrated as evidenced In previously fisted test report(s), and Is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist Wind loads as indicated in the span achodule(s) on the respective Product Evaluation Document V.e. engineering drawing). Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document o.e. engineering drwMng), along with all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document O.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be In strict accordance with the respective Product Evalualion Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed lCods and shall be of a material Rated In this products respective anchor schedule. Host structure conditions which are not accounted for in this products respective anchor schedule shall be designed for on a sit"pooffic basis by a registered professional engineer. All components which are permanently Installed shall be protected against corrosion, contsminstion, and other such damage at all times. This product has been designed for Use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, "IN, Frank Bennardo, PE ENGINEERING EXPRESS* #PE0046549 I Cert. Auth. 9885 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM 0 ENGINEERING EXPRESS. COM EnGIREERI NG EXPRESS. COM A, 77.F 7 Ol ELe. rcI R Y f,4 1:. TI 7; T IV I I- I 1W. A it Iq ­'T Ar,- I I AC Z. 5 rd 4 "I :4U1 It cllll� FII I ru ND % J, '7- U.11W p "IN 0! C.- Ildr,­ Beg .20 -1 I'D 111-L' 9 WALL MOUNT SECrrION H111., AWEFAS1J1­ 1IRM `A K' :1,-. CY" Ikl LU 6 �11 KIN _Ll-,11:�,E-11 P-Pi UX if D%wi A-FC. 20-31S43 .......... 4CLOSUREDF L J INSTALLATION DETAILS EQR SERIES 2000 E-Z HANG STORM PANEL INTO POURED ONCRETE.&DAME BLOO AND WQOP 5-TRUO)RES �1_77 7. 1/4-0 TAPOON i CONCRETE BLOCK ANC14OR 0 12" ETC. REQUIRED. 1/4'd TAW�PCMON J14KI" HEX HEAD TEX WOW WADER #14.1- HEII WAD TEX ANCHOR 0 12' D.C. SCREW a A/*- FROM REWRED 064* FROM MOE OF I EWE OF Qj 9 2. E.D. Jim. A '/4" A, AT P2' PER P0NCL A I TO CLASS. I _R�, EPARATION ._ _r XMIN pop To INUM POP HIM- UN L I 4/VT VAN. th PANEL LENGTH Is i PANEL L04M AT V I* WIn. V Mhu IN, TO GLASS. 8 'to GLASS, OF IV 7 1 2 1/4"0 TAPCON ANCHOR 12. h 6 2a.; WOOD 1/4�& TAPCON er. POURE ANCHOR 0 12-"EMNUIRED _P ONCRETE BLOCK REQUIRED C . BUCE NALL MOUNTING SEQ1191M SCALE 3/8-1 SCALE 3/8-1" JV FLDRIDA BUILDING CODE (Non Nfigh Velocity Hu cam Zone) o.44 cam 101004 M rl ]H 24 GW GALVANIZED SM STORM PANEL ONLY FOR MAX. ALS.D. DESIGN ORA" ft� 1. INSTALLATION ARE VAUD PRESSURE RATING +/- 4o.o p.s,f. AND W-O* MAX 3 STATE 0 110 GLOBAL PROTECTION PRODUCTS, 11C. PANEL LENGTH, Ecolllc� 480 &W, 51 STREET 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Rl'a Q-.W1=:,A: WJWA . OM rL U314 ....... MI. 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC nod, M. to"Aw-em AIL A= SPY DENSITY Of 0,55 OR EQUAL. mum W� WA, Njkfil VaPPARMEMArr PE. _-­" r1rq! I A I I I ALL AMERICAN SHuTrERS AND GLASS % 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) I __;01 WIDTH UNLIMITED (PERP. To PANEL SPAN) TOP MOUNT7 (CONN TIP. TYPE AS REQ'D) SECTIONS[ BOL:TS WITH WASH ERED WINGNUTS FASTENED (P OVERLAPS 0 DSPAN (USE APPROMATEM81PAN TABLE) IE X, PLAN VIEW 6 r g R S6" BOTTO I M DU I �T fCONP 7'r i S_/ IIE1Q'D) MAYBE AT 70 a BOTTOM K-1-'\ TYPICAL VERTICAL MOUNT ELEVATION N7.S. ELEVATION TOP MOUNT (CONN TYPE Lmm AS REQ'D) (SPAN ABOVE f UCTION) OEISTR FI BOTTOM -2j UNT (CONN TYPE AS REQ-D) (LOCATION MAY VARY) TOP MOU NT L 1C.NN TYPE AS REq'D) -11 BOTTOM MOUNT (OONN_/ LSP Unia AN BELOW TYPE AS REQ'D) 8TRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, CF�TIONALY4'-20 STlTCH BOLTS WITH WASHERED, PROVIDED THAT CONNECTIONS AND ANCHORS ARE USE[) WHICHSATI81'Y WINGNUTS FASTENED 0 OaSTAI ICTION, OVERLAPS 4 MIDSPAN aLSE �Lf) VERTICAL MOUNT ELEVATION /'_2_'� (NOTCHED PANELS) \..Lo/ N,7 S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS C MINIMUM STORM PANEL SEPARATION FROM 'tASS i"VHZ, WIND ZONE 4 & ESSENTIAL FACUTIEt) M I ALLOWABLE. IN!ITALLATIONS LESS INSTALLATIONSORITATER PDESIC1 Amu - SPANILHA) THAN SIT ABOVE GRAVE THAN 3VAGOV9 GRADI IMF, __T__ 1/40 5,06 1. 16 A (Is IEf. 6.061. 2461, /A5, Po 9 IA 6D6 In ?*1610 130.0 6,0610 2 2.35jr, 83,2 M SDS III 59.8 11 2.724, i ./.70 n III _2�1_11 31PAN SCHEDULE NOTES: 1. ENTER SPAN SCHEDULES WITH NEGATIVE 014 LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO 21 P"EL FASTENEW ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('r,TRACK, STUDDED ANGLE� ETC,), USE 6.2S' O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL I'. AND "U"EADERS (INCLUDING BUILD OUT CONDITIONS). 3. ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD To DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS INYTERPOLA'71ION BETWEEN LOADS I[SACCEPTAOLE, OTHERWISE USE NEXT HIGHER LOAD' 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTPI WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHMULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED 9MING IS REQUIRED. MAXIMUM ALLOWABLE DESIGN PRESSURES; ',7 AS NOTED IN DESIGN� DESIGN NOTES: SCHEDULES P051TIVE AND NEGAj1yVjD,ESTGN PRESSURES CALCULATED FOR USE WITH THIS M $111ALL BE DETERMINED PER 5EPARATE ENGINEERING IN A�CCORDANCE WITH THE t AS GOVE�N, '41C OCA� FRn'5R5UR RE19'1'�"UECMFNTSNDCHAPTrR .ETE M N C NCC 11 A. 1 16090 RI�DA I,1TfiLED01%PCODE SHALL BE LESS THAN " T"' PLO 0 UALT.THE � I R EGATIVE DESIGN POURE CAPACITY VAL ES LISTED HEREIN FOR AN, ASSEMBLY AS SHOWN, GENERAL NOTES: HAS BEEN USED IN THE : PROJECT DSH UL RE RESPONSIBLE a T,� IS DESIGN WHICH ACTOR, SSMAL'a" UREO'N EV I ' T PAN 1AL.1 I.% AS OA55D ON MAXIMUM TESTED is, EXCEPT AS FXPRMSSL�f PROVXDeD HEREIN, 140 ADDITIONAL EER11FICATIONS OR AFFIRMATIONS ARE INTSNVEO. 16 ALTHRA771ON5 ADDITIONS, OR OTH4R MARKINGS TO T 15 DOCUMENT AkENCT ERMI��bANO.VAUDA��ISCE�T�ItAndj. 17, PANELS SHALL BE PERMANENTLY F (1) LNE) EL PER EVERY 3.0 FEET, CONTAiNUNG THE�&EMNWG�IHNAFOM�IMNALTMTUOMNP VISIT ECALCJ013111543 Y.T. NEER.-ADI.-RE MINIMUM ALLOWABLE SPAN SCHEDULE __ - - Ailt[Ailla�� 11111INQUIMI nuo"W"N"" "" " ""Hem"" 1111151111111111M . . . . . CEO IIIIEW Ea Kim srm_�" 00NDmoNs A,, 0P CA Dormm. PANEL LE46,HS LESS, `,HAN "AOSE NOTED IN TABLE AaCw me No,' AE e"Aw. 2, NCI SEPARATI(MM RHIN GLASS IS REQUIRED WHEN PANEL LeNGIH IS GREATER � �T NCYSD MR PIESPtCnIe MCAAMAG COMBRUkIrION A 3, SIDS OlStAkM REQUIRED " ALL WILDOU'r MMWn IN TPSU Above. -At SICE O.0SUA S ARE NCIT Useo � NUoo, AX`LA`"NG cmITP0A`E1 PUKKAP&H, SIEPA'Prno. OM` GLASS S� Be PER mv, I .. YASIE APPLIES ro 22o (wrrN IIA wrYHmY sI �Ys) AN. JA%A I- AASTENIAS o Q's. v1. oi,emNs APEA DeTAIL'A"), Lsr� ANY -LAYING cuAumm � IN rHEu ..WtNas, L Q.W ONAL INTERIOR FASTENING D91AIL ScIro - (OCARN - AS Re") ap- 0 L EGRESS PANEL DETA14 T, M 11,1100NIA-S :NING Ly Q 0. ro 4, , 2 x, 6 i LD 0 LA LLI LA LU I H. MR 9- --.. T rum In A" WA wN.IJARA I, P . 0 94" V-99I -2.2sall 0�094 .i T QA 25'_ J 18 GA 4T C'09' FS, � �i'i � �0.094" �OA20` J TYP. 4 T LA TY P -03 0.0,,4" !1�'� 0.2 OB .09 M ,2-- L.930" TO.062" 0. ITS 1,930!' CID", iAL:� rtNIE- A I F , �2501` 2.000" 1000" TYR @BUILD -OUT 'U" HEADER 360" MAX 3til T 1 .1 0.16, D.111 . . . .. - C "�j 0,1W jl� 0"PANIL COVERV OE L 1U E __,4 P7S" PAN L LEN(�l 11 "an 0 INS,., ."SC 77T TI.N h , MAY'sE T- 1 0, TY P. ryP. So RxLrI-_cuT TRACK (-,)"E TRA�N AND TRACK *L De". 0 EI A, , 4f In. @ T' ANQUE -iZK (EXTENDEO�l 1.4000" C� in I; j j I OVERLAP 4"MAX - COUR-SURE �TAL .25" MAX. MAX, .0 DISTANCE T" "r ­111 D 1W A', 1ODC1 T, W '11- 11"0 1,- 'AjLO, EMBED 3.8201 ­­M­ -A �.'I TO� 4�, KAX. - Mik H 20-31543 00 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS 9 i2S" O.C. DMACTULT T. 1= 0=,fiwieew �z 7Z EN 'IM/1", WE// JL EMIEWNW/R10/01 IS I/ 1/://0N:11//////�E5W/////// 'IV ANC. MAX RMAN - TTYPI XF) I/T. . 2. EMS. 33 ZIIJPF� 41 48 1712 111WI111 IM ffifflfflmffiffl�w V4" a 1-1/4'EM BCD 33 TAP CM 'CIA$' 41 49 5a jEMffTWrM MM ! FFAN M � MEN/. 10 M I WEE/1111 M A I rr ANCHOR NOTES: I . ANCHOR SCHEDU UE APPLIES 70 ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAN IMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRMURES INDICATED IN Z. ENTER ANCHOR SCILEGULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, a ANCHOR TYPE. SELEC7 DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH UTTER SPAN,S ELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITtON (SEE MOUNTING DETAILS ON SHEEf 2 FOR IDENTIFICATION OF CONNECTION TYPF)� 3, "PANEL FASTENERT ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS C-F--TRACK, STUDDED ANGLE, ETC,), USE 6.25" O.C, PANEL FASTENER SPACING TABLE VALUES FOR A� -H` - AND "W-HEADERS (INCLUDING BUILPOUT CONDITIONS). 4, AIICHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. 5 HOLLOW BLOCK HOST STRUCTUR SHALL CONFORM TO XTM C90 BLOCK 6: MINIMU M EMBEDMENT SHAUL BE AS NOTED IN ANCHOR SCHEDULE, MENT AND EDGE DIETANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL REMOVABLE ANCHORS ARE: DEWALT T&NELMATE, ALL-POINT5 SOLID-5ET & BRASS BUSHING MACJ_ENE ,.2 SCREWS SHALL HAVE Ifz'IYINIMUM EN,0AGEMENTOPTHREADS INTOTHEBASE ANCHOR AND MAY HAVE ErTHSR A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.9.0. 13. MINIMUM ENSEDMrNT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14. M DESIGNATES ANCHOR CONDITIONS WHICH ARE� NOT ACCEPTABLE USE$, 15. * D 16. LINEAR THIS SNEET �C C�, `C LIT) LLI (3) a) r- U) -M > 0 (D (3) 0 2 cu -,1-, 0 CL U) (3) -t-- a) =3 -0 0 0 C) -cu -0 U) 0 L_ L_ EL - = 0 M C 0 0 - M LL %+- 0 CU > u) Cn -0 a) E L_ 0 0_ U) Z Z W mi :L ci f: 0 0 0 > -n 0 Z 0 -Zz 0 LU Cin (D U) 0 0 CIO 0 OL - a) CU M LLJ SHEET SH 5 7 77 _7 "77 7777=7 _71 `777- 7 :- 777 BP-y�3a Lennw Pbn.,e- Ccc S� �e�o� , ?t��12s��' Bor Sar Abbsyuye- oW