Loading...
HomeMy WebLinkAbout36590 Garden Wall Way�� II�IIhII�■■IWWIId14111�J����l��. qbu� x Q 1 LO 0 B rr3 i� I M LO*) 0 LO 3 M LO B Q N E 0 x c J L� 0 UI CL 4. tZ 0 00 0 0 0- CD 0 co a �i ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT, Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO 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 KIWALL or KIWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam 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 Plt. 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 08-20-15 1.0 NEW BASE PLAN 01-04-18 2.0 2017 FBC UPDATES 01-31-18 3.0 A-ELEV BEAMS ILO L INTELSAT ENTRY. 02-27-20 4.0 RELOCATE ATTIC ACCESS 12-19-20 5.0 FBC 2020 CODE UPDATE 11-29-21 6.0 ADDED ELEV KLM PER C.M. 'M 7L] FL7-7 FEL� -7 L F: ISI ISI JX 174 � 3085 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FIRST FLOOR PLAN 1.1 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 FIRST FLOOR ELECTRICAL PLAN 4.1 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 FLOOR FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN 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 PA1.2 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. N N O N F; ci C%4 > 1J w O tLCL O O fl- N Y3 k .R.a, O N la N -tiy •4 y N •'U ca. Q3 to „ s •y <~ O Jw O C.3 �v 0 co ``1���;t9t118!lE11df���r�`` ';3go wNCIA • C,' "�• 7 . To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q VN Cf G OD M M � •R li Lu Q M LL L' V; 0.. Z t m O7 a o W { p rD O W Qi m Z MZ d ZN 0U U W ❑ ❑ z z � s z U)Col z 8 N +-, Cn w M •U o � Tom• O l/1 c 41-1 mom w t • IMERU �, ¢ s M 1. 0 Z O =o io � �Ir aR z® kr oa H O E D N a p �= U K W� ~ <g � mg c� �N C gZ Z J �b �w aW 1 Z o m� �° Ov ilo-d 3 o > (0 LOrn L Q CL I.� 00 co o O Y T.� Cr ,- U U) N m CLO -v N 0) LO (� o N C:) 0) °O -� o O LO M Q Ln r- E ca oo .9' M Z l0 Z E O `° C n� E U Q 00 JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. C S Q E' cn� B Q t2 rY> J� F�- a N g. E r� 0 x c J i iu tZ 0 0 U i a 0 v N N 0 0 0 CL lV N N 0 Do a S6 J TYP @ 2 STORY O D S3 25-SH VERIFY METER LOCATION WITH BUILDER r-� 15'-0" TH.B. 2' I I 00 io FIBERGLAS EGRESS 5-SH 16" DEEP D VERIFY LIr-OCATION TYP. iv SURROUND ( � PANTR w S3 ELECTRICAL PANEL K S4 i ots tri I 00 ° I CP 8' 8" w - ----- - L _ - - - - - - - - - - 11 " ! TB 2. LLO , 11'-4" $' LEL�f - t 1, (0 2 -�_- 21'-01" P = PLUMBING I I I I I I - r 00A LINE TO I uW I> %��� ��i'"JFI �'I SECOND �-2x I I I I I I I � ALL FLOOR z z GG - -2'-0'I S3 I I I 1 I O 10 Io I N 86& S.C; 2 BEDROOM 6 CAR GARAGE �� PLUMBING 6 WALL -_--t- - �� 8'-8 FLAT CLG. H2 8'-8" FLAT CLG. AFF i Q Z TYP @ 2 STORY LINE TO - CARPET o N J SECOND Y FLOOR �,� EDGE OF SLAB 2" 3 }"X3 " P.L. 1.8E - 1- } -- �- --1 BEYOND WALL I I = I I I I I I = 04 N S6 2668 N' W/HTT4 @BASE w l F� HDR AT T-4" ----- -� I . W/oI CC > Oo I I I I - - - - - { I ( S3 UPLIFT O O---- I I o I I I I I 4'-0" ---- i xs I - - 70 ]0 11 i Ch ca All PATIO 14't" LL CAFE Lu 264" ITCHEN I BUILDER TO PROVIDE 21'_8" I I c�7 '_ rn c 8 8 FLAT CLG. " $ -8 ALA CLIG. C I AP NCE PROTECTION WHEN I CMU TIAPERS io O CARPET t TILE 0 REQUIRED PER FBC I NOTE: FINISHED I I I w/ 4 SIDED WOOD COLUMN, D In ._ I - - - SINK _ I I 2'-6" WALLS TO BE FLUSH. I I VERIFY IN FIELD. SEE 1/3.1 TYP. ( ) - / DISh '� L-- - - - - - - - - - o - - ( l -� D.W. I - I 0 0 �_ I I I o0 �N ,L z, - - I ® 4 6-10" 4-4' 2'-3" 1 . " I 3068 FOYER ENTRY ' N a ILL i I 8'-8" FLAT CLG. - - - O 8'-8" FLAT CLG. AFF� _ q = 19'-102" 3 �,. 3' 72 4'-1 In " F 1_ - 6'_0" 2'-01' 6 -0 4 �" 50 CM N +42" SLOPING I 6� HALF WALL-HDR AT T 4" - - 1 ; GG H2 --------- - - - - - - - - - 4 iv - II - 60 11, -2 S3 = p 4"x4" PT SYP #2 POST w/ N �- = O M FAMILY R M WL70 EE _C G• SIMPSON ABU44 OR USP PAU44 w/ 5/8" A.T.R. EPDXY - 3 "X3 }" P.L. 1.8E -4 w/ 12" MIN. EMBEDMENT - - - $'-$" FLAT CLG. W/ HTT4 @ BASE 5 _ _ _ _ FLEX (TYP. 2 COL.) --- CARPET 4 -� I - - - - 4 8'-8" FLAT CLG. O - - - _ - CARPET co --�,� 00 9 GG S3 AojLO co GG S3 +42" SLOPING TYP @ 2 STORY J S6 (AC PAD AC PAD HALF WALL H,B,� TYP @ 2 STORY J S6 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required ` VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20 X 381 18 4 X 371 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 J X 71 } S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 � X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7,3 J WIDE S.H. 32 54 X 26 52 } X 25 � S.H. 33 54 X 38 � 52 J X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 } X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Al SCALE: Y4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET '140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 ENTRY 55 TOTAL AREA 3643 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED N N N Go � 0 N v. CD na X eo V N C _0 m x %"a N - c0 C� a VI N Q N Y ss as s G A E C = m u•"a a 3 0 .°' CD d 1` d N d S] = E � o � U 0 lO�e�1tt! S -. F. • ^ > �' q f'V l To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) E o co 8 0 co N U) a CJ U. w J LLLL Z -acCD ((pp w 0 a y In W f°N O Z NO Z UMW 0 w d r Z N O U N W p0 0 �o z z � z n M V'I z o �4--) (f�- LAJ O L.. g L/) c �' v 0 c z E o Ko 3 90 U Z C/)� �g z U) JCL a � WLL �� � Z MI5 °r o c 0 0 = W > '^ Y / ui rn QWL0` 0 00 c0 0 M J 3: o O T T U) m � 14 m � C u O N 0) ca NLO 001 .� o Y O L 0 LO r- 00 ai m CM _ i/i o Z Z E Oc m d U _ Q � JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. 1.0 23'-6" 25'-0" 1 D2 D2 J TYP @ 2 STORY O H1 D2 D2 EXT. WALLS TO BE TYP CORNERS S6 2X4 #2 SPF @ 16" 25 SH O.C. U.N.O. U.N.O. O I EGRESS I ERGLAS 8".1 I iv 1 V-4" 2l " 12'-02" S RROUND 5'- 2' " 14'-6" w Ir W BEDR00 00 5 �' �; BEDROOM 4 -� IL I BEDROOM 2 " H1 8'-0" FLAT CLb. I 8'-0" FLAT CLG. I 00 (D 60 8'-0" FLAT CLG. CARPET D2 e D2 CARPET I CARPET 1 O TP I v O 00 w can -- - l$AT-H I I w 0 N H1 ` t1 1 1 8I-0"_F ATC + 10 00 o0 105 05 TILE B FC03 7.1 °0 TYP @ 2 STORY I (0 N __ cd0o ?� 1 I o N 4 "' J I I S6Ul --i ITPI I ;0 I 2668 - - -1. - - ' 7. ao 3 3 0. 4 _2.. 3.2 3.� 1. 00 3 6 . _. Cn 5 2 2 bo 12'-8" 2068 B.F. I - I LINEN = BEDROOM 3 ui iv - B- - -i g 0' o � � x00 i __�� ___, I 1�� \ I I 00 f I- 4 ;- SH QFFP -. j_ _ 1 I IL8'-0" 1 FLAT CLG. CARPET UJ w Ir A = O 0 00 'Lu O. BATH!inS c=n _ L7i 00 I �` U I I - -- 8 -; ! U: m 0 W N H 1 O N 8'-0" FLAT CLG.- I 1 I °C Uc�LGT� -j s' 9 t 4 b0 `n 3'-0" � I omo I ohoaI 2 a TILE j - 1 2668 I W. 1. C. I OPT. D P 7 y I D2 q -- ov - ' C _ 8'-0" FLAT CLG.-- l r CARPET R.A.G. I J fn w uJ Z 00 f co 2068 B.F. T-- u N I J ROOF G.T. - - -- ----- - - - - - - - - - - - - R&S@ HANSON BOX 36" A.F.F. I I 2868 DRYER VTR o I U. OWNER'S SUITE +42"SLOPING LOFT 'u_ O 8'-0" FLAT CLG. HALF WALL O 8'-0" FLAT CLG. o CARPET ---__ 8 CARPET ----- --I -----� I I TYP @2STORY A 1 -----41 I fi - -- I - - - C?J F- S6 00 W w 00 -- -51 5Lh - -- I is Cr 0 w I -- --6 1 4 711 3 - - -- I I = O H1O co 81 2 - --9 I I coH1 6 ) I 11----- ----- 10 � 600 I F- D2 II II 6 D2 N 2 '-212 " , 3 I cD -71 2 I J TYP @ 2 STORY 1 3 S6 8 3 D2 D2 42'-0" 6-0" lot 10. 48'-6" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91 /4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 i S.H. 13 20X38J 18JX37J S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 184 X 62 4 S.H. 16 20 X 72 18 } X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1 H3 27 1/4 X 38 J 26 x 371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 11­15 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 } X 50 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 J WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 } X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-Al SCALE: 14"=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 8 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" (_A +29.7 / -32.2 © +29.7 / -39.7 Q +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 ( +26.6 / -33.5 GC� SEE SN SHEET u SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 ENTRY 55 TOTAL AREA 3643 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) �R-111/R-113 KRAFT FACED cN,.l C= N 00 o N -a w -o U C2, � o C:) .d rfl X C L.L. Q N ca O N do Q J N Y 3 L N J 1 rs u G O � ca T N ¢' c o d U AtAN V rC7pp _C) To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Lo 0 t� M ,� N yM u Q C J LL W FL v4 �; 13 13 50 g - i 1:22G Wg r-� ' 0 z � MZdJ L N Or U * W pp 0 R z N z � z a G cl- N N z LLJ J _ w U a SO LLJJ 1--- L 8 U • C N ih s �W M i o zo Z � Qao go Z® o a E V Z O E N--.¢Wgzx ai 1z . o �g c C 0 N o oz z� >z z J �i e oa z ao W a v � �a �o mw sk r- 7 7� MJ co of ¢¢ z < a 0 c Q � > (D N LO ^ Y! ` Q 0 Fes- 00 a T 0 m y CV L 1 r- N csi LO 04 Q) 0 CD o LO M Q I- LO ooT E c M 00 Z co w E 0-0 E ti Q p JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. 1.1 3: u i uL L..a I .tdl LL., I _ I� - --- - - _ _.:.--- „,. �L.1' 1��L:11" _� ll ,yLliul .� eta. �..J'.J..11 Q 00 C0 0 M TUB/SHOWER FINISH PER FLOOR PLAN - MIRROR BATH 3 of a == o 0 - M - DW KITCHEN ISLAND I I 1 t � I I I NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS ]00 51— r VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. CURTAIN HEAD VARIES � / ROD 24" TOWEL BAR TOWEL BAR IN w � ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR > ON BATHROOM WALL SHWR. MEDICINE � VALVES o CABINET � TOILET PAPER � SOAP o DISH I HOLDER �t p Z p Z ov O > CV > ch O 0 ih M ih � iv TUB FIN. FLR. . BATHROOMS, SHOWERS AND TUBS TUB/SHOWER FINISH PER FLOOR PLAN 4 KITCHEN - -+ MIRROR I I i j I —I� I fi - 4-1 - t _ I -- - ,. 00 1-4 4 O t n rt I-F. I Q BATH 2 21041 CONT. HANDRAIL OPT. REF. III KITCHEN RETURN TO WALL DETAIL SCALE: 1 /2"=1'-0" 2" H UPPER CABINETS-----, 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT Ix BRACKET 36" H BASE U FINISHED CABINETS - o COUNTER TOP-, 30" H BASE 0 bo u- 00 r` U) �o to CL O ' 2X r >- L 0? FRAMING 1/2" GYP �? BOARD — FIN. FLR. xP..� CLOSETS / LAUNDRY SHELVING DOUBLE RODS BLOCKING AND MOUNTING DETAILS Cn SCALE: 3/8"=1'-0" 4 CABINETS J U ISLAND COUNTER O (V N FIN. FLR. CABINET BLOCKING iio 4 io O 00 iV 4 M -7 13 PLYWOOD @LANDING —1 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 80 1x RISERS & TREAD (TYP.) ' 4 THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. O T MIRROR 4 h - — OWNER'S BATH INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR CALCUTIONS: TOTAL RISE = 10'•0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9l16 inch or a bevel not exceeding Ys inch. A nosing projection not Tess than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 38 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. STAIR SECTION SCALE: 1 /2"=1'-0" 00 4. E r61 t 13 CUJ 3 CD V LO L0 M 00 4-0 t aLO ) N a N C__ I� TT J114 Y I fill `1111IRIT IT, 3 a LO LO c Cr t2 ao' I a M LO Ev y0 co 8 J M I C Q 0 E E i t� g CS N i a 0 LZ 0 00 ui C 0 a 0 0 00 a SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — 1'-011 EXTERIOR PLASTER ON ILI FRAME 1" x 12" SMOOTH TEXTURED TRIM /BAND HEEL IT TEXTURED CEMENTITIOUS FINISH ON C.M.U. LR. FRONT ELEVATION — Al 12 �5 12 SHINGLE OR TILE ROOF PER 5� COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS - 16'-0" RIDGE VENT ------------------------------------------------------------------------------------------- 1" x 4" SMOOTH TEXTURED TRIM / BAND T.O.P. HDR HGT. 2ndFIN. FLR T.O.M. HDR HGT. FIN. FLR. T.O.P. HDR HGT. 1 r-0rr EXTERIOR PLASTER ON FRAME CJ CJ CJ HEEL ----- ------ ---- -2nd FIN. FLR. n� —--------------------------------------------------------- ------ -- ----- -- -------------------------- -- 1,_011 M. 5 CJ /WEEP HDR HGT. ----------- 2r-0" TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) ---------------------- -- ----------------------------------------------I-----I---FIN — — ----------------------------- LEFT ELEVATION — Al : 1 /4"=1' �o 00 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"A" 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 manufactureras instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N cw 00 N 0 O > w � L o = z .C.') x 2 -; N IO O .- '�dA Q N d E ale 3 d d r > c o c E � O G1 G 0 IJJlJJj���'' y,��e1ti\l1liU w ` E. N J1`` .' i OFFSsIOt'. To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) a E 0 N yD1 — P CN a0 YI Q 41 , tf J 0 JLLu_0 LL a OC t m� 0 @2� ��Q'm Z LLW NZdr Z N OU 0 W z z E z N ,— N 4 CD • (� N L.L., � o Tom• J � Q— w $ c Q *. N O o w J Li zg 7 E `E S« 0 a• O Fes- wi Ra oa Z N� «� �pgp o� gn n' .E? t ddp �2 C - C y3 r� zu rz Z N J "fib $Z a z go CD«g F WillpZ d ZIo1 Q U 2 O >( Li i L0 B ^ 1— s- 00 O O J CrT r 1 U) N O -o N >` � '!� 0co N 01) °O '� O O LO M Q L oo r E c 0000 CV) M Z 0 E O N y m c a E 0 � v M ¢ o c JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. 3.1 Ilya 1I I I -ICO 00 A ti =I00 20 R.- CV ti 12 �5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.P.- HDR HGT. 1'-0" ILI EXTERIOR PLASTER ON FRAME 25 SH CJ CJ CJ 35 SH 2nd FIN. FLR. — — — — — — — — — — — — — — — — — — — — — — — — — --------------------------------------- 14'-10" FLASHING 6'-0" T.O.M. --------------------------- ---- - ----- -- CJ L___ -- --L 7-- / WEEP t— HDIR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i! —i__ —.—I — — -- — — — — — — — — — — — -- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) FIN. FLR. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HEEL ^� 2nd FIN. FLR_ _ T.O.M. 1'-0f 16-0" RIDGE VENT CJ SGD ROOF TO BE CENTERED ON DOOR 35 SH ---------------------------------------- I REAR ELEVATION — Al 12 5� CJ 1 25 SH CJ SCALE: 1 /4"=V-0" 12 SHINGLE OR TILE ROOF PER 5 COMMUNITY SPECS - INSTALLED PER MANUFACTURERS -- SPECIFICATIONS EXTERIOR PLASTER ON FRAME --——--—————————————————-d———————————————————————{-——————————————————————-- I--------------------------r-------- CJ / WEEP -- --- — --- ---- — --- --- --- — ----------- ---- --- — ---'---"--- — --- ��1 — -- — -- — — — — — — — — — — — — — -- — -- —-------=C�.. — -- _' 2'-0" TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP') 25 SH FIN. FLR. _ _ _ _ RIGHT ELEVATION — Al : 1 /4"=1' 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. 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 (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 r.+ N N c as � t--- V s a rs r;- o 0. C12 O M o tn N C 'n = �. y a N W-1 a� d m E c de A y N A � � T N n- .o a 0 ti• RO W �i -t� o : FLOC •� ,QOFESS►ON\ �nrrulnl�t\\` 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 - Residentlal An Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W = aE M8 cv 60 S m di C/i N 0 di Q N LL yM�;y J C J L LL W = 0 0 52 LL G. t 9 O1 a ?4 o m LLWinpjO' Ul) NZd� Z N OU U W ❑ ❑ CD z z � z � a r` W M N 3 0 f13 .0 o �+ Ou, to c �, Q N M o W Z Cl) __J o 0 � p n° Z® E E � m k� �� wir �0 Z o N ���yyg a= a �W +� L in cyV a0 Z Z aZ ZoZ W d w $ Z a �= r p O � w 7 Ln LO M M Q I— 00 co CD(p CD Y Cr x W N m ,�, LO �'' N ( ) L I -0 CO 0 (V O 00 -0 C ` o LO M Q L co 00 r E E c 00 M Z z E O m d E U _J o °' Q p c JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. 3.2 VARIES 12" CAP CAP 2" "NOTE: N 1" RADIUS M N FOAM TO BE USED 1/2" RADIUS CO ONLY WHEN 31/2" RADIUS 2„ REQUIRED BY � 1' 54, 1 - COMMUNITY N 3/4" RADIUS MIa v ao is SPECS. IF NOT, 1" 2" OPENING VARIES 2" DETAIL TO BE 2 1 1 BUILT W/ STUCCO. 1/2" RADIUS 1" 1" 1" 4" VARIES All N EDGE OF r VARIES OPENING VARIES o �2" r' 12„ VARIES 1 1 C14 SIN 1„ 1_p" 1n r 16. 1 1/2" RADIUS 4" 42" 4 � � = I I 2 1/2" RADIUS 34" 4„ y u7 Ell _ _ 31„ 3 „ AM a VARIES 12 2 11" BASE Al 2„ L, 1" 1" 1" BASE = 3„ z z „ s„ 1,_8„ r e 1„ 1„ 4 4 r 4 / cl *NOTE: VARIES 8 2 FOAM TO BE USED r = 3 ONLY WHEN _ a REQUIRED BY �f 1 -6 COMMUNITY 1 SPECS. IF NOT, 1" OPENING VARIES 2' 1 1 -4 � DETAIL TO BE 2" 2 BUILT W/ STUCCO. �,I ki EDGE OF g , OPENING--x i 1-1/2" THICK 1-1/2" THICK O 4" 10" N I 10" 6" 2, N4 CD c `IN Ali �n 4 6„ = W W c i„ 2„ 4„ 3„ 2„ N Q � N 2„ 1-1/2" THICK 2 21- 2.4, _ „ 4„ r 52„ 1,_5„ 52^ 54„ 3" iv in 00 IN tizt VARIES VARIES 4" 1" 2„ -' _ N - 22„ r VARIES VARIES 4„ 3z � I I 4" KEYSTONE F11 KEYSTONE F11 00 �—� a' OPTIONAL = r_________ OPTIONAL 3" 00 Rs 12, 44„ 3„ 4„ ' 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" L NOTE: • INSTALL OVER STONE, TYP. 2 2 • FIN. TO HAVE TRADITIONAL VARIES LOOK & SMOOTH FINISH ' • • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 2,_1„ 1-4 SMOOTH FINISH 14„ 1, 64„ 14" 12 f2" zo 60 • FOAM/ EPS MATERIAL IS ACCEPTED 5 1 4 iv 3'-8" ,r-----� 4„ 3,_0„ 4„ -- _ 1' z N 101, 1'-4" 10" N 1r -- - -- - r 00 0 If M r M -- —IL 1" ` 1" 1" o GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) / • ACRYLIC SAND FINISH c i r c. G W N u ,Q tv y �° E c y o a oc " w c � o CV O N O O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. • a gE 8 o 0��� fY! M Q Virr J M C LL J N �11 VT J LL U- LL ILIL . — 6 t m 0 S W f 0 N �rn°� ILLL m w N Z d k J 3 N OU y Z W ❑ ❑ Ur M v' z N M — O Z 00 z Q a � M z GA w W jr o W s �cN N c I- 3 w asr C.i C C CIO Q N O �� r-- � Z M La x o% WO a Z� E oLL 4 =® Q z g Eo (Q pO W W J JI L Q O f5 W Q a yw o > LO ai LO cc CL I— 00 M co :3 O 0 O YIf— T o co M W m C ,N� Y , � O -2 N C7 O O LO 00 .0 O N O Lri M Q L 00T N E 00 .. z m E 0 >u m d U -j n Q 0 J JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. F 1 19 L 3 S i3 GO t2 I EE Ln CT .o 00 0 Q2 I to Cn B C 3 H Q N 0 y^E 1 v 0 �I i 0 a a 0 00 <R 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 PANEL CENTER NEMA 1 150 AMP/ 200 AMP #14 to lights & outlets #12 to appliances and GFI #10 to WH #8 to Range #6lo HVAC METER II 5o=2 0 -v ro 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND IDhs SERVICE BY POWER CO.----_ INTERSYSTEM BONDING o TERMINATION PER �1 NEC 17, 250.94 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL Notes: unless otherwise noted, CODES AND THE LOCAL POWER/UTILITY COMPANY. 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed In all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. �}W.P. r vG.F.I. t1 4::� f� 4a $3 14 $R O P.C. O ,Q, CH Fa SD CM USB ®2 0 WPIL ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 15'-0" VERIFY METER LOCATION WITH �Av V vvC 3 S�vr 3 11'Is vIL?'� V I TR ``'' I '1 xS° e°N hit, KIfofo W/ P 9 /'I � I WV I vV K i 211 3a T° 2IN- 311 PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FIRST FLOOR ELECTRICAL PLAN — ELEV—Al SCALE: %4'=1'-0" e.t N 1� CV cc �,v O "O o =moo U O- � O C O V !V _ mac N c ip °7N Q Y m E u � 3 c L IL L7 N c E M v ri u 0 N CN 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 FW" a E O M VN O CIJ — W co-r Y� Q 2 # LL C LL u- W lJ LL V t W a LYv N�0O MbZ N Z In N 8 00 to Z W ❑ ❑ (.9 z � z U) V) aX �_ U N LL LL1 0 6 W o cN c d V) � Jai U'� 0 8 C ) ¢ � Q c. so ti o o w E .0 o >� d7_ iZ O ca v � $�' oa o ZNto in w mg Z (n C - C.� J < U �� S < b I. ZLL 4W g W N w o oZ az�w y2 (C =i IIIII� o C�a w� " �Iox ao o ~ o Q (0 LO rn ' ^ y ' m re 0 Q 00 r (D ca m U) s m N Lf) v N 0) Lsn l 00 0 co O N 0) MQ to c0 o 00 �— ai E l0 c 00 7 CM w o z z c co E E 0 U _j N 0 v Q ui ii co J JOB NO: 22-09413 SCALE : AS NOTED ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan Is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEPP DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET L.Ph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �94 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH 1 CHIMES (OPTIONAL) i9 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) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER tL ELECTRIC PANEL _A*J DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR NEMA1 150 AMP/ 200 AMP #14 to lights & outlets 812 to appliances and GFI #10 to WH #8 to Range #6 to HVAC so=2�o 200=4I0 in 2" Conduit 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING TERMINATION PER 51 Bare Cu Ground NEC 17. 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. BEDROOM 5� `` �7\ \ C 6/ v \ I 1= ROUGH -IN FOR \ OPT. CLG. FAN/ I LIGHT PRE -WIRE I IB S.D C.M VP BEDROOM 4 ROUGH -IN FOR I jh OPT. CLG. FAN/ -- G LIGHT PRE -WIRE -gig T -- � II VP I I MQ I I W.I.C. I RECEPT. FOR ALARM r i SYSTEM S. 7L- p," U i OWNER'S SUITE ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE 0 BEDROOM 2 / '/ ROUGH -IN FOR OPT. CLG. FAN/ / LIGHT PRE -WIRE S.D � I �„- 3 / II (I LOFT I � \ II \ ROUGH -IN FOR I \ OPT. CLG. FAN/ --I I LIGHT PRE -WIRE II � II � II � II \ II � BEDROOM 3 _"� /2ROUGH-IN FOR OPT. CLG. FAN/ G LIGHT PRE -WIRE SECOND FLOOR ELECTRICAL PLAN - ELEV-Al. SCALE: 14"= V-0" s.+ N t� N C0 C14 r V > w O c o SIC U c14 y cc c >— Gam. y Na Q w N to co e/ -a y ti c E ro 0 1 f..1 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. 9) Q p E $ 8p� N 6 C 0 of 0 1-1 co y to c�i o0 di coNV W LL a cc w a Z JLL� c° `°Y= _ o i W d CV o mWz °°' co_jILw O U W ❑❑ z z $ z J o — d. � � z � o +-J U w � A t 0 W toUl c QCID �� � e s o c') M y a w L Mp Q2j u .S Z � t� Q U E to �� X Q Y wpac � U Z N L o O K 5 Z .W = _ -- U3 to C C Cu Y H� m '0 u. Z >z i W Q W0.LL o U NZ CCD� woa �_u¢ �r a c P4 Uzi O L0 O rn all (a Q M W c� C O :3T" 0 O J ca T m O �° N rn Lo 00 co o CD CD LO M Q LO oo ui m E O C7 N 0 Z c a0 E _j a �? 0 c JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. 4.1 ATTIC VENTILATION CALCULATIONS - Al UPPER VENTILATION ATTIC VENTILATION REQUIRED PROVIDED 1/150 RuleLW ATTIC 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) — — Total — Ventilation SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators 53 8 26 2 13 — — 0.0 0.0 0.0 1753 250 876 63 438 516.0 — 240.0 --- 276.0 )NE-1 fTIC SPACE SQ. FT. ROOF PLAN - ELEV-Al SCALE: %4'=1'-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 SO. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS 126 SO. IN. OF NET FREE AREA I S0. 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 S0. IN. OF NET FREE AREA / FT. **Formula; (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck-PJr Needed) c ap o N d -o N e0 G ' N „ co T' N o 4 a. N c0 Q N N A f0 % N � � 0.1 E c iv w w sz ci w ` y C p N Q- A E O p ej O the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W F 0- E 8 c``'l S .0 W ari M Q u, t rh V Q� M v U- LL J _ ` — C .F, LL w a 52 W W A N in tR�O' O � m w Z LL 13 Co N N Z OU a �' G Z W ❑❑ v z z � � - N N - M znn llV V Chi V_ � 0 W N C w m 1_ U o M C E f� oLL 2® N 8 n] RO U �O CC Oqg Z C) C N L °�? � � KZ WW WWY. M C _ Z. - m Iz Iz 0, zC J NO a aZ R� 0 3 ~w °a a0 az W =LL l�iw Mi i,Tt old OLa i W Y / 0) is .�\ Q (��' O O J })7 V/ c ca m m C L / -d a N Qi N a) �I C O V) M Q � 00 T m E M o Q M a U - Q O JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. 6.0 l u ■I�IJ !., ll�ll■II�IIIVtI1�IrWl1� �I� �l I 1 1, i'Al MW STRUCTURAL SHEATHING (SEE TB13 FOR NAILING INFO.)- 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x4 CONT. RIBBON W/ -� 4 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END 8d NAILS @ 24" O.C. TO BLOCKING STRUCTURAL SHEATHING 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS SEE PLAN TRUSS BRG. \-CONNECTOR AT EACH TRUSS, SEE PLAN \-LINTEL SEE PLAN CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" ENGINEERED ROOF PER ASCE 7-16 ROOF DESCLADDING WIND PRESSURES AND SUUC ONIS GN FORM AN ROOFALLOWABLEOMPONEHEIGHT s 5 ftND RS H MIND 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 [4:12]-[12:12] (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 1 2e 2n 2r 3 3e 3r 10 HIP 1 -35.94 49.57 49.57 49.57 GABLE 1 -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: 346" EXP. 1 (2 14) or1V32" EXP. 1 (32/16) TILE: 1%32" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/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. YP. . BEAM TO ORT DGE S BEAM TO 'ORT DGE iS a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p 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 1 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d R73 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-1 Od 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 5l8" ANCH, / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. / 26 10d x1-112 K HD38 " 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR _ M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "' 1005/915 "" 8 - 10d x 3" JUS26 1000/1080"' -- 8 - 10d P HUS26 1320/3235 "" 1335/2820 "" 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 "' 1720/3125 "" 30 -16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. - T 2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965_ 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 2 LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 160 SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 1 535 10 -10d SPT22 735 8 -10d SP2 1010 1 605 12 -10d SPT24 1090 1 12 -10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 1 570 20 10d x 1-1/2" " MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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-). INTERSECTING POINT TO BE FASTENED WITH 2 -1fid 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 ello, INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS MAIN FRAMING PLAN - ELEV-Al N N 0 00 ■s N v s W O „ a e•r o VN�1 r N iC o) etm P SE G(L • :o OfiE ��ttlttttlt!tlt:tl SStO0� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 a0 M 8 V a) r � m ie m N. di Q c'n E M 0 252S N LL C J 5 LL Lu �U.LL S a a Z r 0) 5 0 1 114 �; 0 N Z as ZN O U W U N 013 Ur m Z N M Z O 4 v tyCD 0 co p OL„ U � w NO — L i UOD • c N r` o w z J l.L E o i o 8 � z® zo :_ vo ~ (L E q o O $0 a0 W U a= N a> It K� a W cj �w C) C) 0 Ala CJD R ZI U 'S O w IL/) d O> II W -� co O co CD co CN W in c LO T 4"0 O -moo (V Q� LoI N CD (V � 00 .Q C3 O Li i cM LO r coo 00 MM 00 cM o Z O y m l0 a E U J ¢ o C r h-013 NO : 22-09413 SCALE : AS NOTED 7.0 SCALE: Y4"=V-0" .Rr �r7(e �I IH I rqI 1 [ �I I�llll �[ 1 I 1 ji ju jI j11 0 cn J� gp J t2 �N N a cn 00 �Q O J M O C C a N e EE Xo C SI •a(i o a 0 LZ N O 00 0 a cC) eq eq Go S CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 (2) X of LO TYP. G (2) X H ENGINEERED FPER ASCE COMPONENTS CLADDING W NDPRESSURES AND SUUCTIIONS FORM AN ROOFHEIGHT 15 5 ftND RS VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH !XPOSURE CATEGORY C WIND PRESSURE AND SUCTION (PSF) EFFECTIVE 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 . 10 HIP -35.94 -49.57 -49.57 -49.57 -78 58 --- c-------- 'r--- GABLE -38 22 -38 22 -60 99 -60 99 -60 99 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: 3/16" EXP. 1 (2446) or 1V32' EXP. 1 R16) TILE: 1V32" EXP. 1 (3�116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS �W 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', 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 a=oft GABLE ROOF 20 TO 45 DEG. 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 [4:12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE. . ..... ..... ..... N �¢i .... ¢ : .... ; .. :: ..... a ..... ::: ..... ; ¢ ..... ::: ..... ,• a ..... ..... ..... ... ..... ..... ..: ..... ..... ............ .:: ..... a ... ..... a ..... ..... a .... .. ri ..... ..... ..... cV coE8 .77 ..... ....... . 0 m . S5 I I CJ5 CJ3 Cil .. .. ... ..... a l9 ..... . ... . I w ' JIG I W I In r U U U (2) X Uj U U (2) X U ✓, UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p 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 1 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2"' F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" 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. 126) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 "* 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- 20)16d x 3-1/2" Q HUS28 1760/4095'* 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 518" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V 2 LGT2 4060-M 3770-F 3500-M 3240-F w! 2) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d 1I SP2 1010 605 12 -10d SPT24 1090 12 -10d 7 HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 20)10d x 1-1/2" * MINIMUM 3" MEMBER *' REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER X CONT LEDGER 11 SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" 00 fV E-- U C3 c O a� -o } W O �..CM CM f`7 amX +. cL,-a cc o N d a f0 O1 E ' c w o a Cc i+o y aj sa a U d co y Ln o � E O CY CJ ��'� �i r�� ter• -z To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to E 6 O N C —4) ao C9 r` M D M LL Q 0 02- 'T J L-j LL a wa C)Ifa'N 0 o (0 cp ' m Z ILW 00 0 LO N Cl) Z d jJ In .1 N r OU W �El 0 z z o J — ti N Q,J r� z � U' T11 Cn LL U � O N ,,, �� C 3 w 8 _ U • C Q O Cl) M z o w Z 4 s J WO oLL >N Z a z® N 0 r0 I— a E x o u z N to ao irk 0� o z (3) Cn J �� sZ w o W a��W >' ao �k "LL o Q < �'o a to 0, O = >� '^ L ! LO rn m F— 00 �.• CU O O OT Y r co m +-j C LO O N I N CT)L 0o o M Q LO EM ca 7 00 ooT 0 Z E (=)U) N c a E U w cc Q ❑ 1-1 0 JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. 7.1 I �. ®® l�� � i r$ r I r •Ill l I i • 1�1, � '�IIVIs h I ''IIR�II� I -- � f"JI " 1 � r �� � ���� - - _ �' _ F� 'i 1111'11I �!€II _ O.' Q M LO 0 N S O 0 r'M .¢ 9 LO r� J� M E X 49 O a g J t� i X i a GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" 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 8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 8F321B/1T FORM do GROUT SOLID r J O %5 BAR CANT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE - N.T.S. = S E - IEME� TYPE DESIGNATION REBAR IN. R (1) REQ'D ALTERNATE POWERS F =FILLED WITH GROUT /SUNFILLED CLEAR STEEL LINTEL a R =RECESSED CITY. OF #5 e REBAR @ BOTTOM ° OF LINTEL CAVITY G .M.U. #5 REBAR AT TOP MIN, (1)REQ'D 1-1/2"CLEAR 8F 16- B/1 T a h z ° , GROUT t to r O LNOMINA QUANTITY OF ° 5 REBAR A7 _ w w C.M.U. WIDTH #5 REBAR AT BOTTOM OF r�i z � O TOP LINTEL CAVITY V r» NOMINAL-OTTOM HEIGHT REINFORCING PROVIDED IN ¢o Q ¢ O ZO LL ci Lu n 7-5/8"ACTUAL 8• NOMINAL WIDTH LINTEL ¢ C! 3 5 REBAR AT BOTTC (VARIES) U)) L 8 AS INDICATED MATERIALS cT pri-ecasTlfntels - 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 pal. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SPF STUDS @ 16" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y" 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/ Yz" 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 manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN TNVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 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 El 4'-6" LL I•I U4 L LINTEL PLAN - ELEV-Al SCALE: Y4'=1'-0" N N CO o) 0 c� G• <n c e a W X N M O .G V� Ncp N y w o, O W� cc T �e �o �o It, its ­J ICJ 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 E O co 8 N 6cb O N (p M a 7, LL _ c 0) a S t W a N is O N W in N MZ d J N IL O U 00i W U U) ❑ ❑ Z' z � Z n J d Z_ �_ U ol � o g .O w Ln J3 ra ri M N a w Ll.. w `7 E E 0 a Z g E U I wg ITT M ro C/J J as �Z o13 W 3k �Z r o O � w a? Nr al�d o 3 0 c Q j LO1^ L / tM L° 0 r� Q 00 c O Y � r U) o N IM m� LO Q 2 N O± LoI (j O N CD O O 0 LCi M Q L oo m C0 E O N 6 Z c E ai c 0- U _J Q 0 � JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. 8.0 rn 3 v x a L0 0 X B J M 0 I x a i� LO N Q M rn 0 I c d i FL 9 E g J LZ 0 U i a A L� C) 0 Z_ 00 ai c 0 a N 0 00 S a 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 EMB R 1 T 2 HROM T D COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL R GENERAL DECEMBER 3 S 003, C A E E ( ) 0 S 0 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 t 2 INCHES (914 t 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 Na INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC WIO LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND LJ240 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 f y = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185/ A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE 4.2. 1. 3- 2" y„ %" MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fC) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 513 STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS (V =140 MPH) MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4. 3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N•O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC, IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO 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. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 „ FASTENING SHOULD BE TYPE �� W 11/4�� DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL ET F THE CONCRETE, SPACING AND ALIGNMENT ARE T BE IN ACCORDANCE IN S O C C 0 CO "J" A HEADER BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM ALL S, WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. ' 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700(PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sic which identifies the termite treatment provider and need for re -inspection and tr�atment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed wRhin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo r and mortar along the foundation perimeter must be removed be ore extenor soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. Tfle 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. N oO N >� o z co eh m x 0- N A C N N g 's N X w w R y 03 � V N c E a 0. J �q�;;li0fddl W v Qd � `� QJ p ��, U Ca <: - ° C', \� ,, L . {, •°°•.....• .•°�� J q7 •,, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W $ c 8 Ia 04 V r 6 co N O 0 C') v LL a C J LL W J LL LL a- w Z i0 a 13 o W 'o20) ow f 0 m w Z °� a k ILW 0 zN aN OU 0 Z W 01:1 U _ z_ z z o Q J N M V z 'D CD � w A V o 0 w N .0 I.I.J J i N Q N �Q co IX cl> p z Zd J u- rcE .Ti z �o � �S z a L p V ". wa z O ¢<oz a z a Z N � o ra o m� cn C Q o Z& z - Cn J ¢b >z <Z a zo qV �w W CD W qO 0 N In Y^^',, Q 0 i 00 0 Y CCU Y V) m CoN C LO O N a) c� N 00 '0 N -0 0 O U) M Q � oo E E � CV) 00 Z ' N E m m m a v °� U _j Q 0 � JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. SN '11 '17RA� i• ii ''_f" '_' rl IJ �' ' _ � ' I'll- "r"1!�A11�IL'.{ FILL CELL STD. 90' HOOK BOND BEAM 11 SIMPSON MGT 0� w/ (22)10d cn w�` NAILS TYP. GIRDER TRUSS � CONT. #5 j STD. 90° — BAR 2X TOP PLATE CONT. #5 HOOK � �� �E BAR l 5/8" 0 J s: #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP 2 x B.u.c SCALE: N.T.S. SIMPSON MGT w/ (22)10d 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS BEARING COLUMN � : �-� � � • � , �`.. PLYWOOD FLOOR SEE PLAN FORREQ'D COLUMN AND L. -�—SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @MID SPAN CONNECTION 1, -,.-;-i.�/—TJI TO BE CUT TO ALLOW NOTE: -- _., FOR BLOCKING/TJI UPLIFT VALUE IS BASED ON (� 7—MASONRY WALL OR "" S.P.F. INTERIOR BRG. WALL L TJI PER PLAN OTHERWISE SOLID f BLOCKING TO MATCH #0 F 2nd FLOOR LOCATION OF Solid block all posts from STUDS r ` SECOND H10A above to bearing below. I '`�'� • SECTION @INT. BRG. WALL SIMPSON H10A � (WHEN DOUBLE JOIST CONSTRUCTION ` w/ (18)10d x 1 1/2" y REQUIRED) (Not required if both loaded equally from above) N.T.S. �. r NAILS UPLIFT = 1015# Filler blocking i 1/8" min. Small gap 2" min• r i 2" max.) g 4" max. 1/8" gap Web$tiffenerFastenersctio-n— TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Joist Bearing Location Series Depth End Intermediate j' BCI 5000s° 91/2 2-8d 2-8d INSTALLATION INSTALLATION i v 1 �11-7/8"r2-8d 3-8d 14" -8d-8d 3�d Clinch nails ( -- _ T _ 9-1/2 2-8d 2-8d when \ BCI 6000s®_11-7�/8" 2-8d-� 3-8d 4" MIN. EMBEDMENT ® 14" 2-8d 5-8d I i possible �p BCI 6500s_ -- SEE SCHEDULE FOR 1 Support back of web during nailing to prevent damage to _ -7 2-8d 6-8d ° SIZE AND QUANTITY PPo 9 g P 9 \ — ' 11-7/8" ; 2-8d 3-8d- _ ° . web -flange connection. .. I� — BCI 60s® 14" 2_8d 5-8d ° OF FASTENERS 2) Block solid between joists for full length of span. g \ 11-71$' 3 16d 6-8d o Tight fit 16" 2 8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. R 3-16d o 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2 min. gCl 90s0 1.4 5�16d j 5 16d _ o 16GAx1-1\2" LUNG (3/4"-1" C:KUWN) ) j g required when indicated or 4" max. 16" 6-16d 6-16d _ o STAPLES @ 6" O.C. VERT BETWEEN MAX-' I I I I :I::: 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. STUDS (NOTED THUS:—) -OFFSET CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER O.C. VERT INTO STUDS top flange of joist. STAPLES BETWEEN STUDS AS SHOWN DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. (NOTED THUS:—) - Under 2nd floor column w/ loads N.T.S. higher than 15001b. • METAL LATH ATTACHMENT DETAIL BLOCKING PANEL, INTERIOR TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS REV. 09.24.21 SCALE: 3/4" = V-0" SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 pIf max. along bearing wall BEARING Use 3"(10d)nails at6"o.c. Required on interior walls: for vertical load transfer Plumbing META12 TSS INSTALLATION / HTS INSTALLATION *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* Load bearing walls when load bearing - for lateral support when joists **ONLY APPLIES TO LENNAR TPA/JAX** Vertical load transfer =1900 pIf max along load bearing wail. meet over wall, or wall stacks directly over wall or Load bearingwall must stack 1' > ' I �- � beam below Load bearing wall must stack over over squash=20 blocks and *Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional \.:. Joist consideration. Check j r.. 7 When joists meet over wall, provide local building �1/16" 1 3/4" minimum bearing for each. I -Joist can be offset PLUMBING LINE code for appropriate ._ ': up to 3" to avoid details in One 10d box ; ,-�i *z vertical plumbing TOP (2) #5's x 4'-0" areas=20 of high or=20 sinker `- '�I� CENTERED PIPE lateral load. nail each side r. 3" max @ PVC OR SCH40 SLEEVE at bearing. F . A/C CHASE 4" PVC PENETRATION 10-0 JOISTS OFFSET TANK -LESS W/H /.- - i N.T.S. SLEEVE THRU WA M d a •. 11 ( -- Provide adequate bearing , n = .� d, affAMITT—*for each lapped joist.Use 10dx3" nails at 6 o.c. for all joist .. T� ICORNER OF blocking panel *Non -stacking walls• HOME H C G Squash block 10d nails require additional consideration. �_ _I —_�( FINI GRADE GARAGE SIDE o 0 o SECTION INT. BRG. WALL — — (2x4 minimum) @ TTT 6-0" 0 o Bearing wall, Versa -Lam LVL or N.T.S. TIT Tff=Tfi—TI7 III —Tr 1�STUB-OUT FOR o1'-0" o onGlulam Beam 561 fi= — GAS METER r o T SEE FND. PLN. iv °x NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) T�I�� — — SIZE & REINF. KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE Nail with 10-10d nails. a—� IN BEARING ZONES D Install tight to top flange. :. — T (see table below) (KNOCKOUT EXEMPTS) D SLEEVE THRU STEM T \ 12" BELOW PIPE VERTICAL THRU FND. see table below ryFOR--'• ' • GRADE • MEASUREMENTS ARE FROM FINISHED FLOOR ( ) SEE PLAN • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch 44 IK Joist hanger Ill , T d , d. or FOUNDATION INFO • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12�� OFF -CENTER STEM FOUNDATION �p ❑ CO ,` y PVC OR SCH40 SLEEVE GAS CONNECTION DETAIL' ; ,!r TOP (2)#5'sx4'-0" e—ir GRADE REINF. SEE PLAN CENTERED @PIPE **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** }1 i 6" A 1Y" ROUND HOLE MAY 6„ 6" DO NOT CUT HOLES Filler block. PENETRATION PLUMBING LINE �l BE CUT ANYWHERE IN /F CANTILEVER LARGER THAN 1Yz° Nail with THE WEB. PROVIDE AT 10-10d nails. ROUND IN "- d e d G LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top FROM OTHER HOLES mount hanger load exceeds 250 lbs. MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" Install tight to top flange. _ T d II�—II 8 1-0 11/4'-27 1 a z •'e • ' 'A" 1' 2" 1' 2" V 1'4' 1'-T' 1'- l l" 24' 2'-9" 3 2' 3 7 " gap i — " Tom` '. —I i i— • a r � d 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. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1 SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 16 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 BCI8Joist Backer Block Filler Block Thickness Series Thickness 5000s 1.8/1.7 3/4" orp nee wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber _. Any 16'joist 12 11 1"" 1' 2" 1' 2" 1'-3" 1!- 2'-4" 2'-11" 3' T' 4' 2' 4-A' 6-4 S _ ifi 1'-0 1-1" 1' 2"' 1-2" 1 T' 2' 5" 3'-2' 3'-10" 4'�' 5'-T' &-0' T 2' ' SEE FND. PLN. 4�) - - _ `I 20 1'-O' 1-1" 1' 2" 1'-2" 2-W 3'-0" 4'-0" 4'-10" 6-11" 6'-11" 7'-11" 8'-11" Top Mount Backer Block Face Mount" (2) #5 REBAR SIZE &REINF. __- - _ A/C CHASE 4 PVC 24 1'-0" 1'-1" 1' 2" 1'-3" 2'-r' 3' T' 4'-�" 5-10" T 2' 8'-0" 9�" 10'�9'' " unt" SLEEVE THRU FOOTING PIPE PERPENDICULAR TO FND. NOTES: Backer block shall be tight Backer block shall be tight MONO FOUNDATION 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS eb stiff ner as THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger CENTERED @PIPE A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet PENETRATION PLUMBING LINE 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height TYP. FND. PENETRATIONS MEMBER CONDITIONS. r] 4 requirements T lSCALE: N.T.S. Q d 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF l� i 0.6 X Joist� e THE LARGEST HOLE. �'X depth 1L— ° 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. �� • ��I �— ° ° ° — 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1)/2" 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 e 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. I -JOISTS BUCKETS SEE FND. PLN. slzE &REINF° HOLE CUTTING CHART N.T.S. N.T.S. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR /B GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. ) CONNECTIONS. S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x BLOCKING HORIZONTALLY@ (12)10d NAILS U.N.O. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16 O.S.B. @16" O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10-4' (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0' (R302.11) 16d TOENAILS T & B INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z - - - - - - SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN PRE ENGINEERED WOOD APPLICABLE. 3/8" MORTAR BETWEEN 4" O.C. @BOUNDARIES, 6" O.C. @ 'SIMILAR AT FOUNDATION ONLY" TRUSS GI 24" O.C. U.N.O. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK EDGES, AND @ 12' O.C. @ FIELD SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE _ - _ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE IL HURRICANE ANCHOR @EACH @ 6 MAX FROM END OF 2 x PLATE _ ROOF FLASHING AND ROOF FLASHING TRUSS SEE UPLIFT SCHED. W/ 2 #5 CONT. ON 3" N _ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND COMPONENTS TO BE IN ACCORDANCE ( ) () 6 x 6 W1.4 x W1.4 M ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESHp 10 WEDGE ANCHOR q�q WWF OR FIBERMESH _ - O.C.0 R 5l8"x Zrr x F OR FIBERMESH 21' INCLUDE THE WALL 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° A.F.F. O @ 24" O.C.) WWF ESH ATTACHMENTS 6 x 6 Wi 4 x W1 4 SHINGLE ROOF, SHINGLES TO _ e ,, _ _ _ ° I o - ELEV4-3 1/2 '`- � 31/2"MIN. �31/2 MI . BE IN ACCORDANCE w/ ASTM = _ I =I I t O — — — A.F.F. p � . D7158-CLASS G or H, or ASTM I —I I — ; —I II ° 2x4 CONT. �- — — 1 / '(min.)- 4 ° 1/2"(min.)-4" D3161-CLASS F, IN _ — — - ( ) „ �, I I I I I I I _ o ° 2" m " 12 ACCORDANCE w/ TABLE — — n R905,2.6.1 FLORIDA BUILDING —I I I I I F I f m Tr. y (TYP.) I S - I I I I I GARAGE DEPTH VARIES (1/21min.).- 4" • 31/2"(mtn.) - 4 - — 1 VAR E CODE 7TH EDITION (2020) 8„ ILI� I I I _ — — 71117 RESIDENTIAL - — — — ROOF SHEATHING -SEE (2) #5 CONT. (2) #5 CONT. �} 8" INSu ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING U.N.O.41-� MIN. FRAMING SHEET FORC TYPICAL BEARING WALL @STEP CC SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL SCALE: 3/4"=1'-0" "SHEAR WALL" SCALE: 3/4"=1'-0" SCALE: 3l4"=1'-0" S3 ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SS SS Q�3 5/8" OR 1/2" HIGH ALUMINUM DRIP cpN� STRENGTH CEILING EDGE cs t\�Os�c�P BOARD PER CODE (OR 5/8° ALUMINUM FASCIA Jv LO Q GYP. TYPE "X" @ GARAGE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e 00 2x SUB FASCIA oD W/A HABITABLE ROOM 12" N.O. NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EE STRUCTURAL 2xS.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �M SCREWS @ 7" O.C. SOFFIT SHEET SS SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C i 10 M�NUDJS CEILING & 8" O.C. WALLS 2x STUD INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ 8 x8 X16 KNOCK -OUT LOAD BEARING OR 8 C.M,U. 10-0 (R302.11) FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING INSULATION PER BLOCK W/ 1#5 CONT. � EXTERIOR WALL APPLICATION � CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ SEE SECTION C/S3 FOR PLAN #5 VERT. U FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. SEE CCIS3 OR N METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. K.0• BLOCK 10d NAILS 5/8"DIA, EXPANSION BOLT @24 " 1x2 P.T. HORIZONTAL g" C.M.U. TYPICAL G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" J NAILER 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF O UP LIFT ON @ 24" O.C. VERT. OR �i WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) lOd NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500#, MIN. TENSION 2600#) 6 1/4"x31/4" TAPCONS 20" MIN. LAP [24" MIN. LAP BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N ^' () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE #5 REINFORCING *SIMPSON SP1 SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR < END OF 2" x PLATE WWF OR FIBERMESH Q ARCHITECTURAL w/ (10)10d NAILS 2x P.T. PLATE LU6. FINISH TYP. c PER MFR INSTRUCTIONS P a D36 °D 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED EA. #3 OR #4 REINFORCING BAR 0- - — — — - rgi + + GRADE N n D [GRADE 40 MIN. Fy= 40ksi] K a 410 z_ #3 & #4 LAP SPLICE rn m jjT r- FINISH GRADE GRADE 60 MIN. F = 60ksi _ _ _ D r 25" MIN. LAP [30" MIN. LAP] g 7��� � — ° f� 1/2" GYPSUM WALLBOARD z Cl) — — ? . 0 w o Tr o U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL g _ _ — — = CELLS (SEE FOOTING MONO SHOWN O° N — — — °O 6 MIL VAPOR BARRIER ;. ° #5 REINFORCING BAR R 1 7/8 'TT r r FOUNDATION PLAN FOR CLARITY - - z $ FOR LOCATIONS) z ° #5 LAP SPLICE (2) #5 CONT.��— - 1x4 P.T. BASE NAILER - - • 4"x4"INSPECTION r 36" MIN. LAP [36"MIN. LAP] ON 3"CHAIRS „ NOTE: iv COMP. SOIL. (COMPACTED TO — ° (TYP.) 811 1-4 8 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL 95% MODIFIED PROCTOR ASTM i r. 10 J FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB _' D1557) — #6 REINFORCING BAR #5 STD. 90 HOOK W/ UPLIFT ONLY M AT GARAGE CONTRACTOR '; "I 4" 1' -4" #6 LAP SPLICE TYPICAL INTERIOR BEARING '' MIN PSI MAY VARY PER TO CUT BLOCK OR POUR �' "� REBAR DETAILS F WALL w/UPLIFT rG MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E W1.4XW1.4 WWF OR DECO FINISH 4" to 6" SCALE: 3/4774' SS SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SS SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL cn SLAB INFORMATION. SLAB INFORMATION. g OD 6 x 6 W1.4 X W1.4 FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 OR X W1.4 () SEE ROOF PLAN S.G.D. (U.N.O.)q7WWF OR FIBERMESH c `n o co 31/2" WWF OR FIBERMESH 6 MIL VAPOR > I — z_ min.) 4" 10d NAILS TO TRUSSAT 24" O.C. MAX. FOR TRUSS = CONNECTION INFO • . t ° ° a = SEE PLAN FOR & LAYOUT DESIGN U BARRIER f �r 4 v GRADE N —I D iv = — _ — — — = a — — — TOP OF BEAM —e a - n r r"L i� COMP. SOIL. ° — — — ° _ m frr t t—T SEE ROOF PLAN � c r, c (COMPACTED TO 95% — _ - _ _ — — _ _ (1) #5 REBAR w/ OPT. — v — — — -r— — — _ — — _S E ENCLOSURE BEAM SIZEC& STRUCTURAL r N ;a IImILrrr� r�Ir�� d E a MODIFIED PROCTOR -rJ�r I I I __,Tr (2) HTS20 c -I II —f� „III- I. I CONNECTION INFO A. 7 ASTM D1557) o (2) #5 REBAR CONT. 3 MIN. CLR. 4° I W PJ w/— = ON 3"CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE MIN. 4 1'-8" (2 STORY) DETAIL e I 2x4 #2 SYP P.T. FRAMING v ) � 8 7It8TEMIN 7/16" SEE A/S3/J/S6 '� �^T�T�T rrr _ $" U.N.O. L O.S.B. zz ATTACHED PER NALING SHEATHING OPTION #1 TYPICAL THICKENED SLAB EDGE FOR REINF. INFO. TYPICAL WALL SECTION A SCHEDULE LZ SCALE:3/4"=V-0" w ~ SCALE: 3/4" =1'-0" SS SEE TYP. WALL SECTION FOR ADDITIONAL S3 COLUMN LOCATION a SEE PLAN FOR STRUCTURAL SLAB INFORMATION. P.T. 2x 1/2 GYP. BD. > w COLUMN SIZE AND BASE HOLD GYP. BD. o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM = 1/2" FROM SLAB `�' SCALE: 3/4"=1'-0" S3 „ 0 CONT. BEAD SEALANT OPT: DEPRESS SLAB 5 Y"� � DEEP AND 6" BEYOND BLOCK WALL BEYOND � :. � .� a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND DOOR TO RECEIVE BLOCK WALL BEYOND EXPANSION JOINT °. ° 31/2" COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING PAVERS / DRIVEWAY ^ 13" _ •� GARAGE ATTACHMENTS & 18/D1 RECESS E ° BEAM N 8" MASONRY WALL BO.H.D.TO PLAN LA 14 O.H COLUMN PER :$ RITES FOR C TRIM CONCRETE _ � �• PAVERS O.H.D. RECESS z N 1/2" GYPSUM WALLBOARD U.N.O. EXTEND FILL CELLS vg CONCRETE NAILS W 1 1/2 ATTACHMENTS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD � �. INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' N r--.. STAGGERED, FROM BOTTOM cn p W.. ; ON FLOOR PLAN w F SIZE VARIES PER PLAN Cl) = I I— _ MINPLAT SHEAR 180# MIN. _ wE TO CONCRETE </ MIN 2 #5 VERTICALS GRAD c -� i _ i CONT. BEAD SEALANT - ¢ J FILLED SOLID (SEE PLAN FOR fi I III—I1 = ( > �— _ •y — - TENSION 120# CONCRETE SLAB v w w c SIZE AND REINFORCEMENT) c7 • ao �.. .. :.• :. 4" oo 1!1 .' ;: 4 11 O0 6 x 6 W1.4 x W1.4 o w z � w v o WWF OR FIBERMESH � fn f o- a w w z CV)o I� :y °Q _ — — _ ° BRICK PAVERS or SLAB PER O o _ • • • • z ¢� Ii ^ N — _ r- ° 0'-0" FIN. FLR. COMMUNITY SPECS w `n FOOTING _ U 6 MIL VAPOR T TiT--jj j TiT TTj SEE A/S3 OR J/S6 -IL —III IJ= ND N SEE A/S3 OR J/S6 I I I"—" ' I I , BARRIER _ I — I� j�j�T BEYOND FOR REINF. INFO. 3 MIN. CLEARANCE �— r[t ti •. , PAD REINFORCEMENT 3"MIN. CLEARANCE o INFO. 3 MIN. CLEARAN CE LIB III — FOR REINF. I � .: • -'• SEE SCHEDULE °O 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) •. ! SEE FOUNDATION ( FOOTING WIDTH �' 1' 8" (2 STOR) 1'-8" (2 ST RY) 4" 4" •' ' � :• ,�. coNc. PAD INFO. v SEE SCHEDULE c INTERIOR WALL SLAB STEP NON-13 K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N GARAGE DOOR SLAB RECESS ri� GARAGE DOOR SLAB RECESS SCALE: 3l4"=V-0" SS S3 SCALE: 314"•r-0• SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. SS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 '9 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. <R 00 N Y � o O �W � J R C 3= m d J 4 Co N r0 �a Q o a H the structural plans and specification contained within these drawings comply with the 2020 Florida Building Code - Residenlial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Fnaineer's sianature and seal. 0 E Lo c 5 6 ti r 0 a M v w LL LL 2 w n. � Z _ 13 JLLLL -v m c w a �� 7 � N � o Win�OT n w Z V) MZ d J I Z N O U � U W 0❑ C O C in > CO LO Q LO CL co 0 W � QI O 00 .� M Q z M E a U a z z W J '� C)ca O r r s � N ca ' ^ C '+ r CD CV co o C:) 0 (V O') LO r_ T. (D 00 M 00 z C)y U :i JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. (MONO) I Q 2 0 M iE a 8 0 0 0 J M LO LO a N FL 12 sn i LZ '4 8- 2 a CD 0 a SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 PRE-ENGINEERED WOOD TOP PLATE SEE - VENT OR 2ND FLOOR 12 TRUSSES @ 24" O/C PLAN ( SEE . UPLIFT CONNECTOR (SEE 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL TYP.) ELEV. SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE DOUBLE 2"x4" S.P.F. PLATE STM SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER / 1/2e GYPSUM BOARD C. 926 APPLY 3 LAYERS W/ CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d METAL LATH. FIRST 2 LAYERS POINT w/ (3) 12d DRYWALL NAILS SOLID AREAS ARE ❑ SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER MINEXTENSION FROM TONEAILS SPACED . STEEL AND GROUT ❑ ❑ STEEL AND GROUT 1/8"THICK OVER WATER DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK RESISTIVE BARRIE PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8xl6 BLOCK SIMPSON SP2 w/ (12)10d HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 FACE OF BLOCK WALL IS 21/4" ` BLOCKING W/ 2-16d TOE NAILS �- - DOOR OPENING DOOR OPENING -DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED 2x BLOCKING @ EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ E & W T�jlll4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" 0/C EDGES & 8" Mw BLOCKING ( ) z a TO BLOCKING WALL 0/C FIELD WALL CLEAN -OUT q ❑ ❑ ❑ 2x TOP PLATE — (2) 2x HEADER 2X4 PT STUDS @ 16 O.C. 2-16d NAILS @ 24" O.C. OR PER PLAN SCALE: N.T.S. S4 ❑ ❑ (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1) 10d @ 8" 1 ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ (8)10dx1 1/2" MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24' REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE O.C. MAX. SHEETS FOR INSTALLATION INFORMATION BY (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD LMAIN SPAN12" TE 2 x 6 (MIN.) FRAME MOISTURE BARRIER SEE A/S3 FOR EQUAL @ ED O.C. ROOF TRUSS STAGGERED FROM BOT. WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D UPLIFT CONNECTOR REINF.INFO. PLATE TO CONCRETE SCALE: N.T.S. SL� SL� SCALE: N.T.S. S4 AND FILED W/ GROUTW/ 1 #5 CONT. (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL 12 SEE TYPICAL WALL SECTION W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NOW (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C VERTICAL JAM BEARING WOOD FRAME WAL_rj'N� UPLIFT CONNECTOR 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE (SEE SCHEDULE) BLOCK W/ (1) #5 ALT. KN EEWALL ABOVE MASONRY WALL DETAIL E KNOCK -OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. S4 SCALE: N.T.S. S4 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW ° c u ° d ° 8 STD. 90 HOOK g° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION:17 _ r TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" _ NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) DOOR STOP PSPN516Z w/ (12) 16d NAILS 71" MOLDING TOP 2 ROWS 10d @ 3" O.C. 14 0:' • HTT4 w/ (18)10d NAILS (3610# SPF) °� ° • HTT5 w/ (26)10d NAILS (4670#SPF) = 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF o°o° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) 58 „ DOOR 4 . SPLICE STAGGERED . ' 8' ��4' ° ° • HDU2-SDS2.5 w/ (6)1/4 x 21/2 SDS (3075# SPF) _ • ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (4565# SPF) = J-BOLT l �M�N ' _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) —` 41 r, J . • HDU8-SDS2.5 w/ (20)1/4" x 2 1/2" SDS (6970# SPF) TRACK + 10d @ 8" O/C O�STq • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) 34" BRACKET _ • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" A EMBEDMENT w/ WASHER & NUT ATTACH LSTUDS • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. DOOR TRACKEXTERIOR MIN. 8" EMBEDMENT w/ WASHER & NUT 10„ — - W/MOUNTING ANGLE W/ (4 16d TOENAILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. 6 3/4" TO YOP PLATE MIN. 8" EMBEDMENT w/ WASHER &NUT 31/2" — "DIA 12" EPDXIED A T R 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C EDGES & 8" O/C FIELD _ _ = _ = NOTES: Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. PORT FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K NOTE. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM • FOR HDU11 USE 1 . x MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SIMPSON SP1 w/ 10 10d ( ) NAILS AT EACH STUD 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SCALE: N.T.S. S4 SCALE: N.T.S. �+A J't F= 2240 LBS SCALE: NTS S4 BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x 10" "J" BOLT @ 24" O/C MAX „ ® NGS SS THAN OR EQUAL TO 6 0 IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C SIMPSON SP4 W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) OPENI LE - REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC. FILLED CELL W/ SCALE: N.T.S. STD. 90A HOOK IN K.O. BLOCK S4 KNEE WALL ABOVE MASONRY WALL DETAIL rF J 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' 1 (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 IT SP4 SP2 SIMPSON SP4 8P2 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING 2X STUDS @ 24" O.C. NAILED /8"x10" "J" BOLT INTO (2) 16d TOE NAILS 5/ 24" O.C. MAX. TRANSOM 10d NAILS @ 6" EA. BLOCKING MIN. (2) PER BOTTOM PLATE TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION J/SS WIDTH OF OPENING VARIES 4" FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE AND K/SS FOR io 2X8 WALL ABOVE FORM CONCRETE INSET TO OVER TOP PLATE ** HOLD DOWN CONNECTIONS ENTRY CREATE A SOLID BASE FOR ADDITIONAL DETAILS SIMPSON 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED Sp1 • SCRAP MATERIAL WITHOUT UPLIFT K.O. BLOCK W/(1) SIMPSON SP4 J-BOLTS @ 24" O.C. #5 CONT. & SEE FLOOR PLAN NOTES FOR r w r REQUIRED CONNECTION RECESS SIMPSON SIMPSON MAX FILLED S N SP4 SP4 O F O LINTEL 5/82X010"OJCBOLTS FA�NW 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW 3-ROWS 12dRECEIVE NAILS STAGGERED FOR WATER SHED. @ 12" 0/C FOR 2 x10 OR A 2X8 P.T. BOTTOM P TE C, 2x CRIPPLES @ GREATER HEADERI \ KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w! (6) SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA .� (2) 2x HEADER SEE PLAN SP4 SP2 SIMPSON SP4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: IT PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A K/S4 GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS:4STAGGERED T FOR BLOCK IS POURED SCALE: N.T.S. 0/C NAILS @ 811 ONLY (1) 2x SILL PLATE W/ (2) ° ° BEYOND.KTTFPANSOFRAMING SEA 2x6 MOUNTING BASE 12d TOENAILS NAILED INTO IN PLACE CONCRETE • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD GARAGE FLOOR SLAB %� �8x8x16 C.M.U. (2) 2x SILL PLATE w/ SIMPSON FRAMING CRIPPLE STUD O/C BOUNDARIES 6 O/C EDGES SHEATHING TROWEL FINISH SEE = LS30 w/ (6) 10d x 1 1/2 EACH TRANSOM FRAMING ° E TYPICAL (U.N.O.) & 8" O/C FIELD GENERAL NOTES =�`�. SIDE S4 .;' %' GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE SECTION AA/S1 AND SLOPE FORWARD BB/S1 FOR ADDITIONAL FOR DRAINAGE` GARAGE FLOOR CONNECTION ASSEMBLY B TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" l .�,, �` .��, '` .:. : ' • ' • SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD GARAGE DOOR SP8 FOR 2x8 WALL) SHEATHING O� SIMPSON HTT4 TYP. SP1 SIMPSON P4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY U.N.O.0 HOLD DOWN 4 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW @ MOUNTING BASE DETAIL RECESS SIMPSON MAX."X10"J-BOLTS 24TTO �' CONNECTIONS LINTEL SP4 M(MIN. (2) PER BOTTOM SCALE: N.T.S. ° a o PLATE) NOT REQUIRED @ ALTERNATE: ° ° BEARING WALLS NOTED SEE PLAN FOR FOOTING BOTTOM OF MOUNTING B E P.T. BOT. PLATE WITHOUT UPLIFT POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED MI DIA. ATR EPDXIED 2X8 P.T. BOTTOM MN. 6" INTO BOND BEAM DIMENSIONS BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL rp SHED FORWARD THIS DRAWING. WALL HEADER DETAIL rQ FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION 5/8"x1o" "J" BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) `S4 SCALE: N.T.S. 00 Cv °' w o y C;n ii r— o 0 � SO�c- N -%3 L` 7 Q C7 w u - cc d�x3 _ u d c E �o 0 a u 1lPpl�tt o�����`�1`41FS€€pd s < r 0\ To the best of the Engineers knowledge, information and belief. the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenlial 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 0 E co $ C S Vi n r J M M R 2s2S - LL W LL J LL 5 a Z --6 Of o- m f; o�c W Cn LL= m w N NZ dJ Z OU U W o0 Z N � z �pp Q V J V^)' N z -J LL (� N w M p �• U 0 LU IN �V) w M v c a °° 0 N Ol M pZ Ze F_ w X8 D n, C Q Oa Z J �b 4w zw Z= yW W Sw =� id ar 03 0 .` 0 = (Q L LO rn B c� Q CO � Cal O 0 r— U) m N m LO a--+ 72 N LC) N CU CD N LO 001 .� o OLO M d LO r r E M Z = 00 E E' c a U _j �' Q 0 JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. S4 u _ - — u __ la.. __Lt i i . . - _ .. L .... �._..1_..._ �4.J1 J�. , _ i. ill i` - �!� - . -. _ . I 1 A I �1�1111�1 1111 t11 ' jl umnu 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLKG @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 BLOCKING 2x4'T' BLOCKING 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLKG @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - RSH ON FRAMING SHEET FOR SHEATHING MAX. 9" [RSH] " SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING @ 48" O.C. 16d NAIL SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) "L" BRACE FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) SEE 10/S5 ATTACHEDAl>9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX. 9 10d NAILS @ 4" O.C. TYPICL SCHEDULE FOR SHEATHING DETAIL (2)16d NAILS BACKNAIL w/ 2 16d NAILS () SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 GABLE TRUSS WEB ' 45°± DETAIL DOUBLE "L" BRACING DETAIL 5 45° ± 7 SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE SCALE: N.T.S. S5 2x4 CRO BRACE SCHEDULE FOR 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM RIDGE FASTENED AT 2x4 "T" BLOCKING SHEATHING DETAIL 2x4 KICKER APPROX. 8" FROM ' @ 8'-0" 0/C. o EXTEND AT LEAST 90 /o OF DOUBLE TOP PLATE EACH JOINT w/ (3)10d 2x4 BLOCKING @ RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8 & (2)10d TOE NAILS @ "L" 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END � BRACE TO EXTEND "L BRACE ATTACHED 16d NAIL & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1Od & (2) 1Od (NOT REQ'D WHEN �• AT LEAST 90% OF WEB W/ 10d NAILS @ 4" O.C. EA. END @ 48" O.C. EACH JOINT w/ (3)10d & SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END GABLE IS 4'-1" OR LENGTH (SEE TABLE) 2x8 P.T. GABLE TRUSS (2)10d TOE NAILS @ EA. FROM LEDGER TO 2x FRAME WALL (SEE WALL SHORTER) � >� GABLE TRUSS TYPICAL • SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING END WALL BOARD BLOCKING SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR GABLE TRUSS WEB ATTACHED W/ 10d GYPSUM 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE46'-0" GABLE TRUSS ; 1/2" CDX PLYWOOD OR 7/16" @ 48 O/C FOR THE FIRST (4) ROWS OF (2) 16d 7/16 OSB SHEATHING ATTACHED w/ 10d NAILS SINGLE "L" BRACING DETAIL 6 NAILS @ 6" O.C. EDGES (4) ROWS OF TRUSSES FROM EA. END TYP.1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD SCALE: N.T.S. S5 10dX3" @ 3" 0/C THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORDEDGES w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED W/ (2)16d TOENAILS �� 2x4 T ON TOP OF PANEL DIAPHRAGM INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 PANEL BLOCKING @ 48" O,C. FOR 2x BLOCKING BLOCKING, FASTEN WITH BLOCKING @ „ 2x4'T" ON TOP OF PANEL BLOCKING, WEEP SCREED 2"x6" P.T. SILLNOTCH "L" BRACE HERE THE FIRST (4) ROWS OF TRUSSES 2x4'7" ON TOP OF PANEL 10dx3" 4" O/C @ 48 O/C GABLE TRUSS FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT 48" O.C. �°WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2 SDS SCREWS TO TRUSS VERTICAL @ 48" O.C. „ MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS „ �� 10dx3 @ 4 O/C „ TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. SIMPSON SP2 w/ (12)10d �� "„ „ �� 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOMOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH 16d PER SIDE STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24, GABLE WEB SECTION 2 SECTION 3 SECTION 4 SCISSOR GABLE 'IT" BRACE 7 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. SCALE: N.T.S. S5 S5 SCALE: N.T.S. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 TITEN ON OUTSIDE REV. 20'-0" MAX 20'-0" MAX 2x4 #2 SYP BLKG @ 16 O.C. w/ (2)16d NAILS EA. END. MAX. g„ SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 WOOD TRUSSES TOE NAILS AT EACH END @ ON SHEET S5 FOR M SEE STRUCTURAL 24" 0/C (TYP) X-BRACING, AND TOP N NOTES AND NAILING CHORD BLOCKING `� SCHEDULE FOR x x INFORMATION DETAIL BACKNAIL w/ 1 1 ASHEATHING (2)16d NAILS WOOD TRUSSES oo co 2"x4" CROSS BRACE 8" FROM 2x4 RAT RUN BRACING VI -APPROX. 1 1 z" 1 12"' RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. ON TOP OF EACH JOINT w/ (3) ; AT LEAST 90% OF WEB o BOTT. CHORD FOR 4 10d & (2)10d TOE LENGTH (SEE TABLE) w -- -- TRUSS SPANS ATTACHED W/ 2 -16d NAILS EA40�. END @ GABLE TRUSS OR 7/16" BRACING w/ (3) 16d x 3" AT a = • 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD • EACH CONN. @ 24" O/C • AT EA. TRUSS JOINT �� �� �� (2) 2 x 4' LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED SIMPSON HGAMIOKTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL ; E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO W/ 0/C w/ (2)16d TRUSSES FROM EA. "'' JACK TRUSS BLOCKING & (4)1/4"x2 3/4" BOND BEAM (4) 1/4"x1 1/2" SDS TOENAILS @ EA. END SCREWS NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL END TYP. TOP & BOTTOM ATTACHED >->„SEE PLAN FOR TITEN TO CMU TO BLOCKING & (4)77k MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS J{ S _CONNECTION MASONRY WALL 1/4"x2 3/4" - IN. a TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL ARCHITECTURAL FINISH P BRACING _ 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @16" O.C. MAX. FOR FIRST (4) OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS 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 W/ i THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING EXT. WALL CONN. ( 10dx3" @ 4" O/C (2) 12d TOENAILS LL_ 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CONN. @ NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION BEARING LOCATION UNEVEN CLG.)rEREQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g SrJ SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BCSI SCALE: N.T.S. S5 ADDITIONAL INFORMATION. SrJ 55 SCALE: N.T.S. SCJ ADDITIONAL INFORMATION. SCISSOR TRUSS 12 4 45° 4A)12"` 1 6.91 MAX. SEE RSH SCHEDULE FOR ATTACHMENT MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) TOENAIL w/ 2X4 #2 SYP BLKG @ 16" O.C. (2)16d NAILS (2)10d x 0.131" (2)16d PER TOENAILS EA. SIDE JOINT CONT. 2x4 #2 SYP w/ 10d IR NI 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) X0.131" @ 8" O.C. CONTINUOUS BOTTOM CORD BRACING 2x4 MIN. SEE M/S5 MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: ALTERNATE NON-DROP('10 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING GABLE END DETAIL BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS CROSS BRACING DETAIL rT� TRUSS BRACING OVERLAP DETAIL rM 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. SCALE: N.T.S. S5 SCALE: N.T.S. 55 SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION GABLE TRUSS 4 S5 3 "L" BRACE W/ 10d @ 4" O.C. 12 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6'9 MAX. 6.9 MAX. "L" BRACE W/ 10d @ 4" 0/C 5 (SEE SCHEDULE FOR SIZE S5 AND LOCATION) 5 S5 SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS 6 6 S5 S5 ° . -1, • °,. Ip°" -_° _, ail- '' _ ° __✓— ', ° ^ ' .,' n i'.. " .." . '. n.. � li .• it _�II '1 I r r "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4LEDGER SIMPSON LSTA18 TUDS @ 16" O.C. _ DBL. TOP PLATE STUDS @ 16" O.C. SIMPSON SP2 w/ (12) CONT. BEARING CONT.BEARING 10dNAILSATEACH HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:3/4"=1'-0" STUD MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION END JACK 1 V-0" MAX. y� ✓9�� o CORNERJACK U a U w Z tY 0 U N N r• 0 a o 4.4 a> �y o � � sm r M u 1 -two- N 0 N r 'a Ccc adder as a' a as Or. �a to u p- 7 :� P G•C•�E •N• ' �7 N •: t _ < � ✓' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. IN a $ C(D 0 MM YI y co N N P M (n N 0 ok J ai a M - •c � LL U_ LL a Z 3 w t a a 2 �Cl o W Lot W Z w N N Z d J Z OU U W O❑ CD z �4-J_ N $ •U � a w �n c U ` U C a � S o M JZ a za M O F U_ gI=�o w �i a 0 CU �i oa - E_ z o N g tt cx gE Z JgW b zz� 0 V W�_z 0 ¢ r J y o' o� 0 Q I— 00 N O O 07 Y U) s `° CV m �+ m C LO r Q L 04 � co N O 001 .� c O L.C) M Q T E 00 M Z° r° Z :3vi E c a U _j Q JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. S5 I Q LO t2 �N cV "a LO chi 0 J r'M g' 3 H a N E `o c i a� E i i 0 L� 0 0 co 0 Cl- CD 0 co al B SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2x STUDS @ 16" O.C. STUD & 8 10d x 1 1/2" TO BAND JOIST AT EA. STUD —� 2"x BOT. PLATE W/ —� Tri_ ATTACHED WALL SHEATHING O im na % crr n r� C ONTINI 101 IS TO BOTTOM RIBBON - e (2)- 2x TOP PLATE WALL SHEATHING MAY INSTALLED VERTICALLY OR HORIZONTALLY, W/ 8d @ 4" O.C., 2 ROWS STAGGERED NOTE: EXTEND SHEATHING TO 2nd FLOOR WALL BOTTOM OF BEAM OR GIRDER \L 2"x BOT. PLATE W/ (2) -1 Od @ 6" O.C. 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS BEAM/GIRDER w WEEP SCREED ui = INSTALLED PER. MANUF. En SIMPSON HETA20 w/ (8)10dx1 1/2"cn NAILS AT EA. TRUSS w/ MIN. 4" PRE-ENGINEERED EMBEDMENT IN KO BLOCK FLOOR TRUSS/JOIST FLOOR TRUSSES 15/32" OSB EXPOSURE F F SHEATHING W x SOLID 2x o BLOCKING @ ALL 9 C C SHEATHING 0 EDGES (SEE OPENING O SECTION -X aL) C x Fx w I ON x E 2XSTUDS W BEYOND. x SEE PLAN o 0 • ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye". ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL O z @ NAIL OPENING PERIMETER w/ (2) ROWS () 4" O.C. w/ 8d COMMON NAIL. x O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u=i E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. O o w/ 8d COMMON NAIL J w LL LU O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F J > a O in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP 8 BOTT. 0'* M' 7 u_ @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z — MEMBER IF GABLE END N U. NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN 131" X 2 1/2" 2x4 P.T. BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE A PLATE BEYOND SURFACE MORE THAN 1/8". 2x RIBBON OR VERTICAL HORIZONTAL SEE PLAN BLOCKING WALL SHEATHING BETWEEN FLOOR SYSTEM WALL ELEVATION DIAGRAM 2ND FLOOR FRAME CONNECTION A FLOOR CONNECTION g fig" "S" =NAIL 3/8"SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S'6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-01, S6 SPACING FOR ADDITIONAL INFORMATION. S 3/4111/2„ S 1/2"�S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" B.U.C. LOCATIONSSHAL BLOCKING N7/1 " SPF TURNED VERTICAL w/ 7l16" FOR UNDERLAYMENT NAILS TO STUD & (8)1Od x 1 1/2" TO BAND FLITCH PLATE TO W/ (2) 12d PROVIDE CONTINUOUS 8 10d NAILS TO TOENAILS EA. END. NAIL FLITCH STUD PER STRAP ROOF FLASHING AND ROOF FLASHING COMPONENTS REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD BLOCKING FROM B.U.C. PLATE TO VERTICAL w/(4)8dNAILS 2nd FLOOR WALL TO MASONRY BELOW TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. S CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS (2) 8d NAILS SHINGLE ROOF, SHINGLES TO BE IN 2"x BOT. PLATE W/ STAGGERED @FO FOR ACCORDANCE w/ ASTM D7158-CLASS G or (2)10d @ 6" O.C. FLOOR SYSTEM vFancn�r. ' s 12 H, or ASTM D3161-CLASS F, IN SECTION X-X ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST ROOF SHEATHING -SEE NOTES: " USE BAFINSFLE ESCHEDULE - [RSHI - ON *SIMPSON LTP4 w/ LTP4 & EXTEND SIMPSON MSTAM36 C WALL SHEATHING INSTALL. BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS (12) 8d xl 1/2" NAILS SHEATHING TO @ 24 O.C. BOTTOM OF RIM S6 & NAILING SCHED. CHART ON FLOOR ALUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020 PLAN 1st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL MASONRY WALL 5/8" OR 1/2" HIGH STREONLY. 6 () 1/4" x 21/4" TITEN NGTH CEILING 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" BOARD PER CODE W/ 1 3/8" DRYWALL Ili NAILS TO STUD & (8)1Old x 1 1/2" TO BAND SCREWS TO MANSONRY NAILS OR DRYWALL SCREWS 7" 0/C SEE STRUCTURAL SOFFIT SHEET SS WALL PER STRAP SF/NOO/,l, CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO JOIST AT EA. STUD WOOD TO MASONRY �q^, 2-ROWS 12d NAILS 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" STAGGERED @ 12" O/C EACH O.C., 2Rows 2ND FLOOR FRAME CONNECTION E CONNECTION W/ MSTAM36 rLL FACE OR 3-ROWS 12d NAILS DOUBLE 2x S.P.F. TOP PLATE -ATTACH 2x STUDS 1x2 NAILER TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ STAGGERED @ 12" 0/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A i— WOOD 1ST FLR. SCALE: N.T.S. S6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 2x CRIPPLES @ 2"xl0" OR GREATER HEADER J w PLYWOOD SHEATHING @ v 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF 16" O.C. W/ (2)12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS 8 = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER �+ (2) 2x HEADER SEE PLAN 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH.FIRST 2 LAYERS 3/8" THICK EACH3RD S4 J . INTERIOR HEADER: 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d LL i LAYER 1/8" THICK. 1 Od NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD INSULATION PER 8" O/C TYP 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN 12d TOENAILS OSB (DRAFTSTOPPING) TO BE NAILED W/8d � DOUBLE 2x ONLY • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR B R TYPICAL (U.N.O.) 12d TOENAILS AN AREA 1000 SQ. FT. OF FLOOR AREA & SEALED 5 PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 • OPENING LARGER THAN 4 FT: S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU SPACER (1) 2x SILL PLATE w/ SIMPSON AREAS. BLOCKS LS30 w/ (6)10d x 1 1/2" EACH SIDE 15/32" OSB EXPOSUREI x SHEATHING PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF Lu NOT FULL HEIGHT SHEET C fn z G FLOOR SYST M FLOOR SYSTEM ---METAL SEAT 2x STUDS TYP. ER PLAN O OR FELT TRUS PAPER FOR P.T. BOT. PLATE MOISTURE BARRIER ° 2x4 RIBBONS pp�TF,q/ FLOOR TRUSS / .: . BEAM 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" STRAP DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) SEE PLAN FOR REQUIRED HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS I STUDS SIMPSON SIZE EA END EA END EA END EA END (1) (2 1 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 V-16' (3) 3 (2) (3) (2) LSTA30 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT "T" CORNER CONNECTIONS INSTALLATION PER BILK. W/1#5ROD CONT. FILLED TYPICAL'IT" AND CORNER LOAD BEARING/EXTERIOR FRAME CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF DETAILS N DETAIL FLOOR TRUSS 0 WALL HEADER DETAIL rM BAND JOIST TYPICAL SCALE: N.T.S. S6 SCALE: 1 1/2"=1'-0" S6 S6 ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE CO FOUNDATION PLAN & NOTES) PLYWOOD SHEATHING NAILED PER NAILING w NOTE: SEE TYPICAL WALL SEE SHEATHING 2x BLOCKING HORIZONT SCHEDULE SEE DETAIL C/S6 FOR MORE INFO U 4"x4" INSPECTION PORT AT SPECS ON FLOOR @INTERVALS NOT � SECTION C/S3 FOR fr a. EACH FILL CELL TYPICAL ADDITIONAL INFORMATION 2X STUDS 16" O/C 1x WD FURRING 24" O.C. a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE EXCEEDING 10'-0" (R302.11) °� @ ;�, SECTION J/S6 BASEBOARD �, TO CUT BLOCK OR POUR 1/2" GYP. W.B. MIN. @ 5/8"DIA. x 10" "J" BOLT W/ 8" MIN. 2500 PSI CONC. SLAB CURB DUE C SLOPE DECKING GARAGE SIDE IF APPLICABLE AP STUCCO FINISH PER ASTM C. 926 2x BLOCKING HORIZONTALLY EMBEDMENT @ 24" O.C. WI 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS ATTACHED WALL SHEATHING x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. MUNICIPALITY 4"to 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ TENSION 2600#.) SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10)10d NAILS G MIN. SHEAR 3500#. MIN. AT EA, STUD E NAILS AT EA. STUD ( 2500 PSI CONCRETE MIN. a FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) = SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE M _ = FLOOR TRUSS `r WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. " — — — °O SEE FRAMING 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH • - WEEP SCREED ---r a ... id 6x6 W1.4xW1.4 _ a _ _ PLAN • INSTALLED PER MANUF.00 WWF OR FIBERMESH — — o z y� T� dam— 'N ' • . FINISH GRADE k_*A' r _ -III-I I -I I -I I _ _ rr r� SIMPSON HETA20 w/ (8)10dx1 1/2" °r . � "' � 00 2 A" CROSS BRACE @ 48 - T a — NAILS @ 24" O.C. INTO TRUSS — ' • — — -III-I I -I I I I a III O/C FOR THE 1ST 2-0" OF '. • • _ _ • STD. HOOK BLOCKING & MIN. 4" EMBEDMENT END WALL W/ _ _ III=III=III + • . (I I— I I I 4 l . , I (2)10dx3" @ EA. (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) IN KO BLOCK W/3"MIN. CLEARANCE 4 1-8 rr END INTO 2"x4" BLOCKING — — — — -I I I -I I I I I;, . •: •• AN I III; SEE DETAIL 2/D2 FOR (3) #5 CONT. ON 3" 'l TYP 2-STORY WALL SECTION('j 8„ 1r_$„ 8.. CHAIR I III=11 I=1'' MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4" REV. 03.16.21 SCALE: 3/4"=1'-0" S6 W/3"MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION(S"N�ALTERNATE FOOTING ry PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-O" S6 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=l'-O" S6 SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. rl � 7 � N c� N_ N '¢ G 1 V d '� W V .3 tc yam. w car+ y., m err M A . lip .N , V ... P rJ �O 4k / 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 - Residentlai 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. = $8 v R 0-0 N) rnF-r-� N M y "" J u Z gLLLL a 6C � W $ @ I0 o m W Z t9igQ�jO' w N N z d J OU d U Z W O0 � z z z � � a — N z CD Tom"• o U � O C �tn � o cam) M —J p ass E 0 w s zo � F— o Q� a�o wo U Z c�.r c3 � �` gE z O) � J 'D Qd a w iZ Z d 8d go W a Uo LL"Z a� �w o w �_ zl�d o $ c 0 Lh W Q Y, U'm 00 co j co 00 0 j Y Cr U) o N m � Q }' 0 'o N rn LO co N N col CD o L0 M Q LO 00 �-- ai m M o Z O E y D r_ m a .. _j a cc JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 Q clo Ln LO 0 co 8 0 a 2 Ln vQi B 00 8 S IM I Q O i E 1.E 0 x L v J -9 8I a 0_ N N 0 w a 0 a N 0 00 r m 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 CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. r 1 X 4 r 1x4 P.T. ((�� 3/16"0 X 3" LONG ' '�•-- FURRING 3-1/4" LONG X 3/16"0 E E FURRING L_ FURRING TAPCONS ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED 16" @ 1x8 P.T. TAPCON @ 16" O.C. & 4" TA FROM EACH END w/ MIN. 2X8 1X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1 x8 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. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN,TO 2" EDGE DIST. PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT x 3-1/2" TAPCON @ 16" 1 x4 APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRINi TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 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" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX n SOLID BLKG. AT TOP BTWN. II ARCH BLKG. & BUCK 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO BRACE(S) 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. INSTALL WDW. SCREW ANCHOR-1' x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" — SECTION A -A 8-1 WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO ) /4" MAX 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - 7/16" OSB ARCH PANEL SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS 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. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. $ #5 REBI (TYP,) STD. 90' FILL SOLID HOOK P BOTH CELLS L.. NOTCH WEB AT t5" FIRST 2 COURSI "APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EXPANSION STRIP TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE 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 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING, INSTALL REINFORCING AS FOLLOWS: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP / G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT, (MATCH TRUSS DEPTH --/ IF TRUSSES USED) W/ (2) #6 X 4'/z' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6-0" D — rrt D C n o• GRADE M p. s Z ° a C (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY of SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS R ♦ ♦ ♦ ♦ YP.) ' ; +211 fHE ' :S ]Lill I #5 REBAR (TYP,) ' i D. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE - ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) 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 STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > 1'4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / ?x 0I FRyq + + �FNOly + + + + + + + + 2X4 SYP • EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS / + REQUIRED TO �+ + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL —/ % %. SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS 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 6 3" MIN. EDGE DISTANCE RETROFIT FOR III MSTAM STRAP SCALE: �rw = i -v CFF SOFFT n9 ANn z 0 2 U_ 0 LLI ir- U @ FIRST COURSE 2"x BOT, PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /— ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS 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. P' A. OVERHAN �., RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 5'-011 NISH ° '• ► ► Q ' ° ° e . ► .. #5 BAR ►D 10" ` ° CENTERED W/ g �.: • �. IN TOP 4 . KNOCKOUT/ N .; • CHAIR BLOCK 10 MONO FOOTING ' •i e ° SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL ° DIRT 4 Z °• ' STANDARD o i 90' HOOK iv #5 BAR IN r FILLED CELL, -., •., , . •. , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING SECTION DETAILS D STEMWALL SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- ONTACT 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"4" MIN. HOLE SET BAR IN EPDXY /�1\ JfG..C� ILI !�l1A1l� 4" SAW CUT EXISTING FOOTING A SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. 00 C-4 G .i O " d y O r O co a i w d ca CC •' A 0 Aj J 4 •• FL `.. 1..J To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H o 0 to1A � N M@ .4u- " u W L- 1103 . =LLW tad o 2 - t Z co N Z LL LL d J = N O0 W v ❑ ❑ c� R Z N E z �- r V I LO� z �r Cn 2 fO w m o •O L_Lj 9 N C y U U c • co M jw Z o� s E cL O 59 o K® oa E 0 C x� -� z cn E cn N a �o �a az ¢� yd,, L 4p mo z in C -� a)�� 7m z� >z Pik F o W U � LL :G "W � 8 �I C of >°2 o Uj °O E( = LO LO Ch T M lo-1 00 07 (n s N m L0 r O •° L N I N 00 .� Cn Q LO E to c QO Ch 00 Z Z E Oj m E U _j Q 0 0 JOB NO : 22-09413 SCALE : AS NOTED SHEET NO. SS rn a rn LO g B 15. r2 I Q `off 00 0 3 LO cn B c O 3 a CD 8 E E C d i a tz �C C C: u E v c c 4 C, c c c a y C 5 c c c a c t c t ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 314 x 11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H ° 2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: " = 1'-0" THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 69 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 4x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING \ JOIST SIMPSON A35 OR LSC EACH STRINGER x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO f 1 2x8 SYP 2x8 SYP 2x8 SYP ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT FACE OF 2ND RISER MAINTAIN BETWEEN" �\ AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR GLUED AND NAILED TO STRINGER STRAP GLUED TO ���2x41x4 DRAFT RISER AND TREAD STOP B-� L 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w! AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) / F SECTION VIEW "A STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER / �X 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING ll SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP T TOUCH 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS i --2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 ROVIDE MOISTURE / PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ -4 X 2" TAPCONS @ MAX. 32" O.C. / —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CO NC. W/ T" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / Gall SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER MUST N STRINGERS RE SIMPSON A35 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ 2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" AND NAILED TO FLOOR WITH GLU NAILS) AT STRINGER CONTACT POINTS \ CTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" " PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL � —2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER A SLUED NAILED SECTION D—D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK H 2x4 SYP BLOCKING �x8 SYP GLUED FOR STRAP AND NAILED TO (SIMPSON MTS12 w/ �j FRAMING (14) 10d x 1 1/2" / 2x4 DRAFT 2x12 NAILS) STOP TREAD GLUED NAILED—� i DRAFTS P 2x4 PT NOTCHED INTO x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED NOT TOUCH STRINGERS INTO FLOOR WITH GLUE---*'1x GLUED AND NAILED TO STRINGER AT STRINGER CONTACT FOR DRYWALL SPACING POINTS H E SECTION VIEW SCALE:" SCALE: 1" = 1'-0" -3/4 PLYWOOE ON DECK �x8 SYP GLI AND NAILEC FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C —� NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR / (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 'X16" LVL FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND ATTACHED W/ 12d NAILS NAILED TO JOIST. @ 6" O.C. TOP, BOTTOM AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" F SECTION VIEW _ SCALE:" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1 = 1-0 NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT L TO )ISTS) 2X B OCKING IPSON MI S 2 w/ 10d x 1 1/2" NAILS — D OR 3 IS RR VARIES ECTION VIEW "H" SCALE: 1" = T-0" `\\1111I111fJP, VS, .f!-M1�� o a C .r'e, StOr1�'� a tiv� 1Z.Fi�V the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenfial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, a o $8 V 0 -0 w 0 m C N in��� _R I () v �► LL LL U. W a V 0 J mcv L W Z a o �w O W o^,rn o m W IL Mz d J 3 N OU v v Z W �� z Cn N z J a N N X z Cl) LL Cn fn Ufn A 0 W s V) c w = � 8 °I U c Q L Qj o Di d � • 14 CDchi M p Z Q E �o — Z® a E SC'j � Fz oa 00 0� ff= z&� a? rEo° zN=�� J aoz > Z W u� 3S a U 3 8 z µZ �F LL � ZIG � 2 0 0 >e LO ' O v rn m � C� r` Q I— L_ 00 co 0 CD 0 Y (n 0 Co N m Q 4-1°° 72 CV Li') 00 o CV 0 0) MQ ,0 O co CD L0 r ui E 00 M 000 o a E E U Q O C JOB NO: 22-09413 SCALE: AS NOTED SHEET NO. ST Q LO 3 r2 of 8 t2 LO LO H a 0 N Q O E 9 10 i= 4 C E , C.. v E CIL a c c c Of c 0 c a NOTE: PENDING BEAM "DIAGONAL SPACED BEARING LOCATION, THE AT 15'-0" O.C. MAX BEAM CAN SIT ON TOP OF SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT COLUMN w/ (2) SIMPSON PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN HTS20 w/ (24) 10d x 1 1/2" JACK TRUSS (AS SHOWN) TRUSSES W/ (2) 12D NAILS EACH NAILS EACH OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT 2X4 BLOCKING TYP. SIMPSON HU46/HUC46 w/ (8) CLIP EACH TRUSS �— 16d NAILS TO POST & (4) 10d SEE ROOF PLAN BETWEEN TRUSSES (2) 2x8 #2 SYP w/ FOR TYPE) TRUSS NAILS TO BEAM O.S.B. FLITCH PLATE BLOCKING SECT. A -A kA TOP @ TRUSS BRG. FRAME OUT TO U.N.O. ON ROOF SUPPORT COLUMN BUILT-UP BLOCK EDGE PLAN (2) 2x4's OR 4x4 w/ (2) 10d G.T. NAILS @ 8" O.C. EACH PLY SEE PLAN (SHOWN AS 4 x 4) FOR BEAM SIZE ADD 2X4 ALONGSIDE EXTERIOR SHEATHING TOP CHORD WHEN REQ'D (2) SIMPSON HETA20 w/ (8) 10d ATTACHED PER NAILING TO PREVENT PLYWOOD TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE 2x SPF #2 SPAN FROM EXCEEDING ACK WALL SIMPSON MSTAM36 w/ (7) 10d AT 16" O.C. MAX 24" SPAN (EITHER USSES HIP & (4) 1/4"x2 1/4" TITENS EACH SIDE OR BOTH IF REQ'D) 00 G.T TIE BEAM --BUILDER FRAME RADIUS CONTINUOUS LATERAL BRACING - AS REQUIRED NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS 12" NAILS A FOR NAILING AT 12" O.C. MAX X-BRACING-2x4 SPF OR SYP BEAM @ RAISED ENTRY w/ 2-16d @ EACH TRUSS WEB �+ BRACING DETAIL(TYP.)K"HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL 6 CROSS 1 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. SIMPSON LSTA18 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SEE PLAN (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN #2 SPF 48" O.C. W/ (4) CENTERED AT 1S6d INTO NHEADER & (6)4) FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS- EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN REQUIRED w/ (2) (10) 8d NAILS INFO OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIMPSON HTS20 w/ (24) 10d x SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 1 1/2" NAILS EACH —SEE FLOOR PLAN FOR SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION COLUMN SIZE & BASE 7/16" OSS FLITCH PLATE OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. - & ADDITIONAL INFO. SCHEDULE/PLAN EACH STUD - TOENAIL ROOF AND EXTERIOR 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd REQ'7/16"D OSB FLITCH PLATE SEE FLOOR PLAN FOR RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING INDICATED ON BM. C w/ (3)10d SEE 2ND FLOOR WALL SECTION PER NAILING SCHEDULE SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" 2x4 SPF 2 (2) #7 x 3-1/2" OPTION A SCHEDULE/PLAN OPTION B CONNECTION INFO OPTION O.C. MAXIMUM. WOOD SCREW EACH 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS COMMON B M . TO POST ATTACHMENT KA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B FOR BEAM SIZE & BM. SPLICE OVER ATTACH FIRST PLY 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST E D 16d NAILS H EA N DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) q A END C TRUSS THEN SEE PLAN FOR ATTACH SECOND PLY 2X4 BLOCKING TOP OF AM w/ (3) ROWS OF 16d 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. NAILS AT 24" O.C. • DIRECTION TYP. q • DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8)10d NAILS AT 8'-0" WOOD 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) — OR IF 2 PLY TRUSS SIMPSON ZSEE FLOOR FRAMING PLAN MAX TRUSS "k SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. AND J/S6 FOR MORE INFO. CANTILEVER IF MTS18 w/ (14) LEDGER THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d INDICATED VERIFY WITH PLAN FOR COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) COLUMN SIZE & TYP. U.N.O. 1/2" X 41/2" LAG SCREWS ATTACH LOCATION AND DIRECTION MASONRY ADDITIONAL INFO. LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR 2X4 CONT. AT CONC. T & B CHORD STEEL M WOOD (WOOD COLUMN SHOWN) FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION PLAN FOR MORE INFO SCALE: NTS DETAIL @INTERIOR BEARING 3 5 4L SCALE: NTS COMMON B M . ATTACHMENT 1 g WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS 2x STUDS @ 16" O.C. VARIES � �� ! ��� � 1� � ��y � r � � w/ SIMPSON SP1 w/ (10) 10d ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR NAILS AT BASE & SIMPSON ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP NAILING SCHEDULE 77OUTLOOKER 4" O.C. INFO. 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS 16" O.C. W/ (4) 12d COMMON TRUSSES. ti ATTACHED PER TO TRUSS W/ (2) 12d TOENAILS TOENAILS TO TOP' SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE EACH END ( BETWEEN TRUSSES PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS (2) 12d NAILS TO EACH VERTICAL STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOFNVALL STUD) ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS-- SHEATHING ATTACHED ! SCHEDULE _ - h j PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d - — VARIES SEE PLAN 2x4 BASE PLATE W/ 1/2 PLYWOOD NAILS @ 16" O.C. ALONG W/ VARIES W/ FOR WALL LOCATION SIMPSON LSTA30 w/ "' SIMPSON MTS12 w/ BLOCKING G x 11 1 1/2" NAILS TO BLOCKING (2) 16d NAILS TO ROOF SLOPE (22) 10d NAILS OR r - BELOW 16' O.C. SIMPSON MTS12 w/ EACH COMMON x � I' @ ' WOOD WALL MIN. 2x4 #2 SPF STUDS (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING r ra. , i@ - TYP TOP & BOTTOM OR TRUSS. 2X4 CONT. W/ (2)— 16" O.C. W/ EXTERIOR TO FLOOR GIRDER SEE PLAN 16d COMMONS BELOW @ 16" O.C. NAILS EACH SHEATHING ATTACHED PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD i / NAILS RING STUD TYP. T&B (3) 12d TOENAILS TO --- - 4. HETA16 w/ (9) 10d x 1 1 2 @ FLOG PLATE BELOW - MASONRY WALL 4'-0" O.C. TO GABLE TRUSS „ TRUSS OR SEE PLAN FOR OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ ROOF SYSTEM TOP OF WALL SEE TRUSS PLAN a,, (24) 10d x 1 1/2 NAILS @ 4-0 O.C. MIN. 2x4 #2 SYP P.T. PLATE 16 FLOOR SYSTEM FLOOR GIRDER TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR SEE PLAN MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD SI FLOOR WALL w/ °' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) PLAN FOR MORE 16" O.C. MAX. FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END 3 SHEAR TRANSFER INFO. SECTION @ CONNECTIONS TO G.T. CONNECTION r22 SECTION AT HIP GABL 12 SECTION BUMP OUT �39 EXTERIOR. WALL(7'��SECTION ENTRY 8 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTION R �i 00 N W. r R ` F L O the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers sionalure and seal. W a g g8 00 0 W r� inr,-O-t-L32 8 , fA Q tN•� v 2SS C w It —1 5 a lL LL LL W 0.V ,^ Z — o m c M, 24iO w a W ���rn 0 or m L'o -0 N Z d N OU U Z W p0 � v Z z� M N Cl) z Q _ o_ .-- N f� o U O w s V1 C N U w 8 _ Q cm O z J � S o O E WoEE az UO Z t �n WE z Nra C J Yba �� iy 3 �m a S� 2. ao= W� ^7 2I U o O >Q LID LIB M -^ N F-- 00 �i � O CID O O co m m c IN QI Q -2fV 2 o Qi O 00 O N o ` Lf)O M Q U')T (.0 00 ui E M C E OO O M 0 c n a U _j Q c JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. D1 '! ! - _ 1111E IN ITIMM-WI I 3 10 r4i rn _ 7j Ri Q co 3 J r2 -d' .S 3 C Q O g J N Li 0 UI a i a 0 LZ 0 0 00 M a CD C" 00 r' (1) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (2)- 12d GABLE END OR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP TOENAILS 2x4 TRUSS SEE FLOOR R/SFOR CONNECTION IF MSTAM36 PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FLO 1 OR 2 PLY GIRDER 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. (2) 2x SPF TOP PLATE EXT. SHEATHING Q BELOW AND ALT. —SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B FLUSH W/ TOP BLOCKING INFO (2 ) O 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d NAILS T/B FLANGE - � 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. -INTERIOR HEADER BLOCKING in (2) - 2x SPF TOP PLATE END OF SILL. MAX. DETAILS FLOOR + STUDS w/ 10d @ (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ADHESIVE TO OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x STUDS © 8" O.C. EACH SIDE IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x4 CONTACT U.N.O. ON PLAN THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x SURFACE QA 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE EXCEEDING 6 FEET. SILL PLATE L SIMPSON LS30 w/ (6) LA SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE FLOOR SYSTEM FRAMING PLAN FOR I -JOIST AT 48" O.C. x 1 1/2" CLIP IS TO BE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON MIN (3) 2x #2 SPF STUDS @END OF CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK 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 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE NAILS & (4) 1/4 x 2 • • JOIST SEE PLAN I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK ON FLOOR SYSTEM TO MASONRY WALL '°• '° VERIFY W/ PLAN 8d NAILS @ 3" O.C. ,% (2) SIMPSON MSTAM36 w/ @ 8"o.c. �/" TIE BEAM BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING / (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD i." & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING WINDOW JAMB TO IS INSTALLED). = AJS BLOCKING PANEL @ 24" SCALE: N.T.S. -�- =�' PROVIDE BLOCKING FLOOR TRUSS/ SOLID O.C. (MAX) AND @ EACH SCALE: N.T.S. GABLE END RIM JOIST -�`�-"" BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT END OF WALL UNDER SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL E - 10d TOE NAILS EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT, CONDITION. DETAIL TO BE 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED NOTCHED AT HEADER LOCATION REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OSIMPSON LSTA24 w/(18) 10d NAILS OF CRIPPLES IF LONGER THAN 8" SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10FLUSH w/ THE N T STUDS ABOVE & 11 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS SEE PLAN OR SIZE IDE AILS O ( ) THEN DOWN THE FACE OF 2x6 / 2x8 WALL BEYOND SEE I NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS HEADER/ STUDS (2) 2x HEADER SEE PLAN C �� `� AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER FLUSH TO OUTSIDE - FLOOR PLAN FOR HEADER NAILING AREA (TYP.) INTERIOR HEADER CONNECTION G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR (2) 2x HEADER MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER SEE PLAN UE 5/8" A.B. @ 24" O.C. AND 6" FROM END OF HEADER SEE Q/S4 FOR STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR EACH END W/ 7" EMBEDMENT. IF (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO PLATE SEE PLAN MORE INFORMATION AT STEP DOWN LOCATION, MIN 7" OPENING LARGER THAN 4 ft (2) 2x 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" 1 O.C. TYP T & B — SIMPSON SP6 w/ (6) 10d x BASE PLATE 10d x 1 1/2" EACH SIDE 2-STY. FRAMING SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE 2x CRIPPLES @ 16" O.C. 1 1/2" (USE SP8 FOR 2x8 PRE-ENGINEERED F W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 WALL) @ 24" O.C. C H B C FLOOR SYSTEM O SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N.O. OR LVL GIRDER d UKNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, (BLOCK SOLID) JAMB CONDITION OR IF BUILT-UP FEET BUT NOT EXCEEDING 6 FEET, 1 2X CRIPPLE AT EACH END OF -(2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO r` j{ A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS 2 x CONT. T & B ' OPENING NAILED TO STUD SEE PLAN FOR TOP PLATES BE SPACED W/IN 6" FROM OPENINGS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE AND MULTIPLE STUD PACKS { INTERIOR HEADER PLYWOOD ATTACHED PER SIMPSON HTT4 w/ (18) 2x4 #2 SPF STUDS TYPICAL BLOCK WALL NAILING SCHEDULE 16d NAILS & 5/8" BOX HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ 2 SIMPSON LSTJ2 w/ 10 10d (2) 2x TOP PLATE SEE PLAN SIMPSON MSTAM36 W/ (7)— MIN. MIN. 6" EMBEDMENT () ( ) E F Np (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TIE BEAM NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ l I F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE 10d NAILS & (4) 1/4"x2 1/4" OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT D h BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING J. . TOP AND SIMPSON SP1 w/ (10) lOd BELOW JAMBS ' — NAILS AT BASE \I_I L' " gM SEE FOUND. PLAN FOR FTG. RED. HO STUDS UNDER 2nd FLOOR HEADER ARE PROVIDE (2) CRIPPLES BELOW NOT REQ'D TO HAVE CONNECTIONS. TO ANY GIRDER TRUSS IN THIS ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN FOR FTG. REQ. 2x CRIPPLES TO -4—-4— SITUATION. CONNECT G.T. TO 2 STORY I NT. BEARING WALL SHEATHING STUDS w/ (2) SIMPSON HTS20 w/ MATCH JACK PROVIDE EXTERIOR (24) 10d x 1 1/2" NAILS AT TOP AND AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. @ 2nd FLOOR 6 STUDS BELOW rj FOR EXTERIOR 2 STORY WALLS ONLY. BOTTOM TO HEADER 2 STORY COL. @ GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. �� LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE 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 (2) SIMPSON LSTA30 w/ (22) 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 10d NAILS BENT OVER TOP 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 2 WS 10d @ - (2) 2x SILL PLATE THEN DOWN THE FACE OF INTERIOR HEADER — - HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3 O/ 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS LqT NO �2xDS @ 16" O.C. T/B Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F�8 �4TOA TOP SPLICE W/ (2) 12d TOENAILS INTERIOR HEADER OPENING LARGER THAN 4 ft (2) 2x (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ N LS30 w/ (6) END OF SILL (MAX. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACHH SIDE WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING OPENING NAILED TO STUD ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 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 SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. PLATE ATTACH 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS 10d NAILS & (4) 1/4"x2 1/4" END OF OPENING CENTERED TAPCONS W/ " O.C.NAILS NAILED TO STUD PACK t ' ` FLOOR DECK r FLOOR DECK @ 3" .C. 2x4 BEYOND DOUBLE AGAINST 2x8 2x8 TOP W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE BELOW JAMBS TIE BEAM 2x8 STUDS 2x4 W/ 2 ROWS SEE PLAN FOR BEAM 2X CONT. RIBBON 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'-o"LONG, TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] �o TOP PLATE SPLICE DETAIL 9 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. N 00 N r v p ©s o aa;d ? y G G A v o- 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. 9) Q A N Cl 0 �°� Co W ynn1? ei a M C I ih JutU' - ii Z i - v rig Y W " `° 0 m r�i�Q'Of if) N Z w a F �Z1� V N Ov o Z W El 13 CD z F N0 z N h O c �t3 U t c a -o o M p z J E E i o �R z® z�a�z �.-. ru � ¢ Y O °d oa OV fV w 7 -.0 L f0 rd YgLL a z - co�z C:�x >� W O o o � zi al z3T3 F �O = a C O i LO L 0 -^ H (� ca a 00 O O �C U) oco N m m c LO O �° N 00 o N Cr) M Q oo r E M Z C*M E N Q. E U _j o Q ai 0 c JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. D2 1 'ter ice__ v W Q LO J I 12 g J M .a. O I LO 0 .�S N l,2 E x c tT e e i a LD LZ 91 Go 0 a c�. O N 0 a Q N THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 318" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK -7/ AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT _ -= _ REQUIREMENTS BEAD BRIDGING L CLADDING AND WINDOW FRAME -- 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER ✓E BARRIER & !ARILY SECURE 1G 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 J01; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING f WEATHER RESISTIVE BARRIER shM SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR, ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6 USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -/ 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL PRODUCTS DETAILS 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 o 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 TILE FINISH- 1/2" DUROCK- 8" CMU - 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN c) 1'4" PER PLAN V-0" PER PLAN LOPE <7 SHOWER SEAT J SELF-ADHEF SELF -ADHERED FLASHING OUTSIDE CORNER 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/a"-1" BEAD OF CONSTR. (0,6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied WEATHER RESISTIVE BARRIER shM SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR, ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6 USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -/ 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL PRODUCTS DETAILS 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 o 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 TILE FINISH- 1/2" DUROCK- 8" CMU - 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN c) 1'4" PER PLAN V-0" PER PLAN LOPE <7 SHOWER SEAT J SELF-ADHEF SELF -ADHERED FLASHING OUTSIDE CORNER 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/a"-1" BEAD OF CONSTR. (0,6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied 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 RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 1 2 2 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D The individual layers be installed independently such that each layer provides a separate continuous plane and any flashing paper. shall (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be g, pp g, y g, y g FLASHING JAMB &HEAD FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED - prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with �^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 SELF ADHERED FLASHING, EXTEND A MINIMUM 6" READ ESIVEASSHOLEASE PAPER TO WN)SE , contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the V Ar, following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration <> 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING . ' 1 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 51 LLI III i Z� co I CL a ^� X D: UJ W11 PLASTER STOP I. U) CONTINUOUS BACKER W U L ROD & SEALANT w _ Cr d � w �o A Cn FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WR13 SF LATH WRAP DP WR13 ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH-'�'�/��✓ �- PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS kSTER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH UCTURAL FRAMING UCTURAL SHEATHING IP OF SAF INAGE PLANE WRB D BREAK WRB ATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or situ. caulk for all 1 cZ-4 00 w �y 0 O y p C..) r -¢ p%J o- u' l4 N N N C �= >~ m S y o a CV O 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. a E o co8 V 0 00 C �- � %n Q N O k a)Mv J LL = U a- w �- Z _v CJe LL d d Y @ IS 2- OC W W o 0 �Z_0mw Z IL CV N < J r_ ZOU - 00 W El c, 7-, z i a q J N l/1 - M Z v0 W, C_� l • U N 2 Tom' O- w l/•t rz :: f- N U as W J �-- E 8 = L Q s eo o W M � � E 8 co ° 0L <o O Z 7 U Z N as L- U) c` 4 O U wo Ili o10 2 >i Z N J am az 2 `<g ri W a LL o¢ Nz hW o a z0 o zla �U 3 12 > (Q LO '^ y , rn 0 Q 1`-- 00 2 O co O J Y 7-' _ r r rn VJ o CV m � m LO ) N L0l ca C7 o O O o 0)N 11� L0 M Q LO r E � M 6 M = E O N ` c a E rJ a? Q O 1 _J JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. WP Mounting Brackets (10 Gaugei 4-112' x 41(2' x 2-12" tr Sack Cross Support (May be cut to W) See Anchor Schedule Right Bracket (16 Gauge) Baps 1 /2" Dia. A32S Gals. fro).) o g � # 14 Self-Dril ling Screw$ 14-5/811 A/C unit Bottom Edge • Hurricane Strap (Typical: 3 in front) Washers Front Cross Support Self -Locking Nuts (May be cut to W) Left Bracket (16 Gauge) p 14 Self-0riling Screws Thru Brackets 8 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) SP"s, a ,"louin reuer14Lz11r+ as peenimittl vials each Huri®e Axis Besa- 1�ikaYa! Satt t�mvirr la/erYl& apes "crude Ga air a�ryiyy Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Deter( P.M I of t v o 2011 "lls finds, ar INE A71A Visa PendmitpEt Miles V"Red" wamduluw y Coma ewn.r& pore Yddred &. validated subabilmd F&C Approval Apors, Salt$ Amnrirlon 2020 Smart Vent Products, Inc. Mch.r Grehsm Naxos F. Nero P.E LaCho Bowden P.E. 12M W2020 12(142020 1226=20 Approved eKepay: Structure) Components (577) 441.8368 PE-73776 (334) 300-1000 Subcategory: products hhodlced as a Result of infe@smedwat.e- Nsw Tachnobgy Coerplienn Method: E-Walim Repw from a Florida RegleNred Nohitest ore Lleensed Florida Professional Engineer Elfilim ' - auraeAstuteness Amrovedsoruso Arrroved for Use kapgt Ihsiol ;ALL pdgguotrgothenbr-N.m. ProductDeaelasan S tlaaQi! IoI:= 17Xkakis.511111! 121tim P,-, 1 SmanVent Modal M54a510 Dual F-flon Flwd end Wheat -Vim 12/112023 Yes Yee NIA 110DA10, 2 .&rort.Modal W540511 Dusl Punetim Flood.nd Wrill.0-Venl 1251/2023 Y.a Yee NIA •100A160 3 BmartVOm Model e1540-520 In Waled Flood Vent 121312023 Yes Y.NM •to0A100 4 arMrtVem MDd.141540521 h:Lt t dFlood Vent I2r312023 Yas Yet NM •10DA100 5 s-~: Wide:9154(o524 lad,qua; Gesell. Door Flow v d 12)3112023 Ye. Yee NM WA 6 SmenVenModel a1540.570 Wood Wall In.141.d Flood Vent 12R12023 Yes Yes NIA •100A100 at-nVem Model e1540574 14.5&qud: barge Door Flood Veil 12012023 Yes Yore NM WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 at In4=1 Florida Department of Bulsiness & Professional Regulation Building Codes and Standards Product Approval Application Detail page 2 of 4 ,r262oz2 20 20 Daft pandind 20 Two Veralon Manurapturer co 1ay�cr EnptrNer A License validated validated Sulall t d FIRS' Approval Approved &telua Revaeen 2020 Thrma•Tru Corporation Steve Uasperaon Lyndon F. Schmidt RE Ryan J. King, P.E. 04115g021 1203112020 04122/2021 0a1pB2021 Approved Category. Exterior Doom (800) 8437f328 PE-4940D (a13) 7074M 6UgCetegoy: Swinging Exterior Goer Assambies ejout erson®IMrmirtru.cp Compllaacs Method: Evaluation Reportfrom a In Florida Registered Architect or a Licensed Florida Prohnalonal Engineer Flzl@04aB.Ra Produols aw Product Mptlal Numtlm a Name QUAHLyAnumnet Approwadfor Use Ip� Approved for Use Outside HVHZ [mom ftftsistarst poswG 1 a. Therm&-Tru Fiber -Classic and Smooth -Star Nominal 6&M30;8 &quotl mpact&quot Opaque 121`31*022 No Yee Yes NIA Comports Edge Fiberglass Single Door (Inswng/Outcwrig: X mrl0gursben) 2 b. Tharma-Tru Rtxr-Classic and Smooth -Star Nominal 11110 ;8 &quoklnpact&quot Opaque 12nlr2022 No Yes Yes WA Composite Edge Fiberglass Single Door with Sid elte(s) Onewng/Outswng; XO, OXor OXO configurations) $ c. Thermal-Tru Fiber-Clsese and Smooth -Star Nominal 6&M3D;8 &quaklnpect&quoC Opaque 12131)20YZ No Yes Yee N!A ccmptlsite Edpa Fi bergla•s Doubb Door with or without Srelites gnswinalOubwing; XXor OXXO conriauraadns) A d. Thetmss 7m Fiber -Classic and Smooth -Star Nominal 88M300 &quotlmpact&quot Opaque 12/31r2)722 No Yes Yes WA Composite Edge Fi boglau Single Door (Inswlrg/Outewsig: X ""figuration) 5 a. Thsrma•Tru Fibsr•Claarc and Smooth -Star Nominal f3&a39;0 &qui0klmpactliquot Opaque 12131r= No Yee Yea WA Composite Edge Fberglass Single Door with a"aa(a) OnsW riglOWswng; XO: OXor OXO confiaurallons) 6 f. Thorne-Tru Fibw.Qmoic and Smoolh Eitsr Nomina188M3;0 liquotlmi ect&quot Opaque 121312022 No Yee Yee WA Composite Edge Fibrglam Double Door wth or wthout Sidelites pruewing/Outswina: XX a OXXO comiguravons) 7 g. Therms-Tru Fiber -Classic and Smooth -Star Nominal O&t7JB,8 ilquotlnlpaot8quot Glazed 1213142022 No Yee Yee WA Composite Edge Fiberglaae Engle Door (1-wirg/Oul.wig; X t-fguraboh) B h. Thera-Tru Flber•CleWo and Smooth.Slar Nominal S&0VS 0quotlnpsetILI Glued 12131/2022 No Yes Yee NIA Composite Edge FlbraiasSeigle Door with gdelte(s) 0nsww%nWOum : XO, OXor OXO configurations) 9 i. Therme-Tru Fiber -Crept and Smooth -Star Nominal SLAI &quo0mSNSct&quot; Glazed 1213l/2022 No Yee Yes N/A Composite Edge Fiberglass Double Door win or without sidelcea (n ivingfOuts ing;.)Xa OXXO configurations) 10 I. Th.,ma-Tru Fiber-Classilc end Smooth -Star Nominal SIXISO aquotlnpact&quist Glazed 12/3lr= No Yea Yee WA Composite Edna Fiberglass Single Door (Inevng/OulaW4 X eonfigurbort) 11 k Therme-Tru Fiber-CaWc and SmOotha;ir Nominal B&M39,0 &quotlnpactsquot Glazed 12131/2(l22 No Yes Yee NIA Composite Edge Fiberglass Single Door With $delta(@) 0newirg/Cutewing; X0, OXor OXO configurations) 12 I. Thermo-Tru Ftba•CIG"lc and Smooth -Sir Nominal 88M380 &qudtl""g t&quot Glared 1213l/2022 NO Yes Yes WA Camprwtte Edge Flbarglass Double Door with or vANout Sidelites (Iruwing/Outewing: XX or OXXO configurations) 13 m Thermo.-Tru Fiber -Classic and Smooth -Star Nominal 6AM39;8 &quota mpact&quot Glazed Molded 121312022 No Yea Yes WA Open Composite Edge Fibergim Single Door (Inswrg,Outsweg: Xc nigurabon) 14 It Thera-Tru Floer-Classic and Smooth -Star Nominal 6&M39,8 &quotl mpact4quot Glazed Molded 121312022 No Yes Yes WA Open Composite Edge Fiberglass Singr Door with Glazed Molded Open Sldelka(s) (I rig: XO. OX or OXO oenfigumbons) 15 0. There-Tru Fiber-Crssio and Smooth -Star Nominal OSA39;8 4quotlmpecl&quot Glazed Molded 121312022 No Yes Yes WA Open CAmposde Edge Fiberglass Double Door with or without Glazed Melded Open Skielims (In"whiyOulawrg; XXa OXXO configurations) 1A ees-Tru FibCII and SmoothSlar p. Thmer- Nominal S&M39;8 &quotlmpaclaquot Opaque 12J3lr-'M No Yes Yes WA Composite Edge Fiberglass Single Door with Molded Open Selslite(s) OnswinglOutswing; XO, OXor OXO confgundions) 17 q. Theirme-Tru Fiber -Classic and Smooth-SYer Nominal SBJ WS &quorinpact8quot Opaque 121310= No Yee Yes N/A Composite Edge Rbsglase Double Door with or without Glazed Molded Open Sidelibes (In&winglOutevrtg; XX a OXXO mnliguratias) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Par I of t 102021 August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING TheanaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/--38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see Inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10120 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10120 FL11161 +30,01-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 pLf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10120 FL6694 +50a0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NiA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem lank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Solt FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54r2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Rood 151b Felt Underla ment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 NiA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off' Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 510 SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 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 NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite, 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pagel of Building Cosies and Standard& 126rm22 Product Approval Appllcauon Detail Entity9[ Dete Pandi no !� DIM XGLI4D Manufacturer contact Enalneer & License Validated By Submitted FBC Approval Approvedg Rwision 2020 Therma-Tru Corporation Swe Jasperson Lyndon F. Schmidt. P E Ryan J. King P.E. 07123r2020 07M26020 07/29=0 1011300W Approved Comply. Exterior Door (S00) 843.7828 PE-43409 (813) 767-8656 subcst"ory: Swinging Exterior Door Aswmbfea s)ospersonothemsitru co Compliance Method: Evaluation Report from a m Florida Registered Archted or a Licensed Florlds PLrlt TO.R3 Professional Engineer PrrldUed 6o4 PRWu x Modal. Number or Name OualM Product Description Contract Anuramm Exolratlan Aoerowdlbr Uae Aeerplyd�KLHe Wi It V Oublde NVHZ IM20 Postsum 1� Pnmure 1 a. Therms-Tru Flber•Crsee and Smooth -Sher Nominel 0&M38;6 squat mpeot&quot Opaque 12131=22 Yoe Yee Yee WA Composite Edgc Fiberglass Single Door 11-winwDurtswhis; X configuration) 2 b. Therm&-Tru Flbor-Claeaie and Smooth -Star Nominal 6&M39:E&quotimp4kot8quot; Opaque 12131 r= Yes Yes Yea WA Composite Edge Fiberglass Single Door with Sidelte(s) (Irmwngl0umw ng; XO. OX or OXO configurations) 3 c Therma-Tru Fiber-Claasic and Smooth-Ster Nominal 88M3D;8 8quotlmpaa8quot Opaque 12131/2022 Yes Yes Yea WA Composite Edge Fiberglass Double Dos with or without SYiMpes (mowing/OutaW ng; XX or OXXO configureons) 4 o Thera•Tnu Fiber -Classic and Smooth -Star Nominal 8ae39,08quot;lmpactliquot: Opaque 12)3laM Yes Yes Yea WA Composite Edge Fiberglass Single Door (Inswing/Outawing; X configuration) 5 e. Thyme-Tru Few -Chew c and SmooM.SLr Nominal 6&43g0 Squo;Impeot&quot Opaque 12J312022 Yes Yee Yes WA Campooita Edaa FiWrglan Simple Door with SdNb(sy Onawingl0utewng; XO, OX or OXO configurations) 6 f. Therma•Tru Fiber -Classic and Snmdh•Ster Nominal 88R39DtLxsglmpact8quol; Opequo 121312022 Yes Yea Yee WA Composite Edgs I. rglaas Doubts DOa With or without sidelites (InowirglOubawirg, XX or OXXO configurations) 7 g. Tlarmu•Tru Flber-Crosse and Smooth -Star NOminal8&43gB exquctlmpact&quot Glazed 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Ins0rig/Outswing; Xconfigumbon) 8 h. Theme-Tru Fiber -Classic and Smooth Star Nominal 0&11114iquot;lmpact&quof Glued 12131 r2022 Yes Yes Yee WA Comports Edge Fiberglass Single Door with SidNta(s) (Imwing/Outswing; X0, OX or OXO configurations) 9 i. Thmna-Tru Fiber-Clasdc and Smooth -Stu Nominal 09039:8 8quotlmpacl&quol; Glazed 12/31/2072 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Srlelltes (Inewlny0utsWrg; XX or OXXO configurations) to )Thennne-Tru Fiber-C4eelc and Smooth -Star Nominsl OWs08quoklmpactiquot Glazed 12/3112022 yes Vee Yes WA Composite Edge Fiberglass Single Door (inswng/Outsw:ng; X configuration) 11 k Therms -TN Fiber•Classle and SmoOM-Star NominoI 844113sO &quotlmpact0,quap Glazed 127310M Yes Yes Yee WA Composite Edge Fiberglass Single Door with SitlNte(s) OrervwnglOuswng: X0, OX Or OXO configurations) 12 I. Thrrmle-Tru Fiba•Clesslo and Smoon-Star Nominal 8&M39,0 aquoklmpact&quot Glued 12)31i2022 Yes Yee Yee WA Composite Edge Fiberglass Double Door with or without Sewitss (In rnsiOutavirg: XX or 0)0(0 configurations) 13 m. Therma-Tru Fiber.Classic ate Smooth -Star Nomina108a39;88quotlmpact&quot Opaque 12r312022 Yes Yes Yee WA Composite Edge Fiberglass Single Door with &quot;N: n.Impactaquot Sidelbe(s) (Inswing/Outswing; X0, OX or OXO configurations) 14 n. Therms-Tru Fiber -Clack: and Smooth -Star Nominal 63036;88quoClmpad&quot Opaque 12J312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with &quo0 rslmpactilquol; S(delibes(Inswing/0utsWrg; O)V W"fQUmI0n) 15 p. Thama-Tru Fiba•Classx; and Sneotll•8av Nominal 810 liquar.Imi ect&quot; Opaque 12131r2022 Yes Yee Yee WA Composite Edge Fiberglass Single Door with &quot•Norhlmpaot&quot; Sidelite(►) Qnswirg/Outswiog; XO, OX or OXO configurations) 16 p. Therme-Tru Fiber Iasae and Smwm-5bar Nominal 8&M39;0 &quoilnnpact&quot Opaque 121312022 Yes Yes Yes WA Comports Edge Fiberglass Double Doe x With &quol;Nlm-Irrpad&quot Sidellbee(Inswng/Outewrig; OXXO confiouralion) 1J q. Ttlerm.-Tru Fiher-Cresic and Smooth-9anr Nominal0&a'31a;88qud;Non-Impxisquot Opaque 12131202J Yes Yes No WA Composite E62a Fiberglass Single Door Onswing/putswinq; X oonfgurltion) Is r. Thera-Tru Fiber-Classlo and Smooth -Star Nominal 8"Sall 8quot:Non-Imped&quot Opaque 12/311= Yes Yee No WA Composite Edge Fiberglass Single Door with Sidelts(a) grrownWOutewng; XO. OX or OXO configurations) 10 s. TMrme-Tru FI»r•Cli esic and Smooth -Star Nominal 69M39,8&quckNon-Imps 16I Opaque 12131 2022 Yee Yes No WA Coln a Edge Fiberglass Double Door with or without Sltl ". (blessing/Outawing; XX or OXXO configurellons) 20 t Therms-Tru Fiber -Classic and Smooth -Star Nominal 8bN3B08quMblon-Impertliquot Opaque 12131 Y.t022 Yes Yes No WA Composite Edge Fiberglass single Door (Inewrglf2ulawing; X configuration) 21 u. Thera-Tru Rbr-Claesia and SmoothSter Nominal 811018quot Non-Impsct&quot Opaque 12/31r2022 Yes Yee No WA Composite Edge Fiberglass Single Door with goal(*%) OrnwinglOutewin0: XO, OX a OXO connourebonsi 22 v. Therme-Tru Fib.r-Claaw. and Smooth -St., Nominal 89$W:O &quotNon-Imp.d&quol; Opaque 12131r2022 Yee, Yee No WA Composite Edge Fibergimea Double Door win or without Sidelibs On ivanglOutNwng: XX or OXXO configurations) 23 w Tharrs-Tru Flbor-Classic and Smooth -Star Nominal 6BlI139A Biquothlon, lmpectikii ; Glazed 12131r2022 Yea Yee No WA Composite Edge Fiborplass Seigle Door 0 nowmWOurwi g; X configuration) 24 x. Therms-Tru Fiber -Classic and Smooth -Star Nominal O&M A aquothlon• linpactliquol; Glazed 1213112D22 Yes Yes No WA Composite Etlge FlOerglasa Seigle Door with SidNbe(s) 0newrg/Otlt1v Sl XO, OXor OXO configurations) 25 y. Themn-Tru Fiber -Classic and SmoothSter Nominal 681139;811,quothon-Impacl&quot Glazed 12/312022 Yes Yes No WA Composite Edge Flbwglsss Double Door with or without8eeleee (InwArg/Outaw ing; XX or OXXO configurations) 26 z. Therms-Tru Fiber -Classic and Smpom-Sir Nominal B&M:0 &quotNion.Impact&quot Glazed 12131= Yes Yes No WA Composite Edge Fiberglass Single Door (I nswrglOutswirs; X tlodguration) 27 za. Therms Tru Fiber -Classic: and Smooth Srr Nominal 8&M39:0 &quotNon Impact6quot Glued 1213112022 Yes Yes No WA Composite Edge Fiboglas. Single Door with Sidel m(s) (Inswirg/Outswi ng; XO, OX or OXO Configurations) 28 A Therma-Tru Fiber -Classic and SmoothSter Nominal O&M�:O&, Non-Irntuct8quot Glazad 12r31f2022 Yes Yes No NM Con, to Edge Fbsrina Double Door with or 9 without Sidelites Orrewing/Outawing, XXa OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ilene I of 2 fd921 slat lln*v a m am& Dam P"dm ant ]igl version Ma t mtiLL l a _kid is )(awam a11LmILta FaC Amroyar ARMI ML pram RSMebn 2020 MI Windars and Does Brent arttrger Luis Roberto Lamas 81-A M. Urlch. PE tanlaw20 1010a2020 10JI92020 12M 5/2020 Approved Caaepay. Exterior Doae (717) 395-3300 PE-42514 ('IT) 317-8454 ArbCatofgry: Suing Exurlor Door Assembees bsldhger(amMd.c.m C-VllenCe Matnod EY411.10011 Report sore a Florida RVSNMd ArdhNsd We Llorised Race Proneaflonal Engineer it" Product Modal. Numb, or Him SIIIM&y etMUams n SAtlDIFi.aaAA11MLg)rt Approved for Uee Aborigines IL.Kva for Use 0a� Itu tim � Pressure 1 SERIES 420ALUMINUM$00 SERIES 42CALUMINUMSOD OXO 1MI12024 No Yee No WA 140-314equd:x0O6quol: NON -REINFORCED 2 SSA196420ALUMINUM SGO SERIES 420 ALUMINUM SOD OX. XO. XX 12012024 No Yes No WA SUQuot;x8INLQiot NON -REINFORCED 3 SERIE3420ALUMINUM SW REINFORCED SERIES 420 ALUMINUM 500 REINFORCED OXO 121312024 No Y. No WA 145- 3/4&god ur09&qud; 4 SERIES420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM40D REINFORCED OX IWI2024 No Yes No WA XO, XX 98&quoulla &qud; 5 SERIES 420ALUMINUM 660 REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12R12024 No Yes No WA 143&quat,gmqud; Calls mm Version Manufacturer RWSW 2020 weyn..oaton•. division ofOvrh.ad Door Corporation CatelOry: exterior Doors SWCarpory: S.U101.1 Warr Door Assemblies Carpllrres Ndhw: exeluNim Report Rom s Fronde Registered Architect or a Licensed Florida professional Engineer 4"1 amber or Mm 3 0000A10010200e1105 10 8000/61004120001123 11 6000M1 o0I62D0 ei1124 0111 111211 Val - astallaaam R.weion 2020 Curries Division of AADO. Inc. Cslepory: Exterior Dare SubCategory: Exxxor Door Components Compliance MsMolt Crtdestlen Marx or LlsrMg Yndl. Nimnr or tome 1 eo1. 107, y27, 747, 757, 777. and 44/ Snpl. and 1.k. a Doors Florida Department of Business & Professional Regulation Pr 14r1 Building Codes and Standards 102D21 Product Approval Application Detail Sdmaat ! it lafrb!yaiyaed av validated &Mari 4 PBCAWMlal ADWOV L atmd Dwayne Komllh John 9. Soot" Jd"P. Arneson, P.E. 10M22020 OW29/2020 1M 2020 1211612020 Approved (330)763-0121 PE-51737 (004)621-5200 dkomistNgwayne-delton t an Product Dmilatim Contact Emlrrlm pets MOW Max width. 14039. Max height. Glazing IPJ3112023 Amreved b US. 629LOM9" .YAe kuwA Qatar! In .HAIL o>afilb Pleasure No Yes Yes •31.0005,00 tvallsbla In too or IntemNdiate sedan. 106039. Maidn e. 148#3a Max height. Gleans 12ni2023 No Yes Yes •30.001-33.50 ."liable In top of Intermediate Bedell. 160479: Max eldh. 140030: LAX height. Glazing 12)312023 No Yee Yes •34.401-30.30 A-0164 In to or intermediate Florida Department of Business & Profssslonal Regulation rag.1 at Building Codes and Standards I WM1 Product Approval Application Detail atIlalLat ➢art a" ComPmdm All TOM Rrtsy UL LLC Troy Bishop. P.E. 12M (r2020 1b012020 122IM20 ApPiWed t 641) 494-2813 1254) 947-06e0 tan.retrySeses Sblq. Co m gualhv Assurance AppiovWlor Uss Amroved for Use armat 91" $mixgL0 .. mean Sr�Lad�D.OaA III Anlfee HVKlt P,ASWW E3w= flush, 610Xed. and Louvred Shale and pairs of 12/312025 Yes Yes Yoe N/A hdlow metal doors. Florida Department of Business & Professional Regulation Page I at Building Codes and Standards us2n:, Product Approval Application Detail COW arm w 09. ore Pr. ISS.&I Data Miss version aanurefurr � Validated S, )NWW aN� Foe A®male � SWIi RI -Al 2020 MI Wnddws and Doors Brent eldinOr American Architectural Ste M, Urkh. PE 11M72020 11M7r2120 11272020 Approved Catmay: WVindows 1717) 385-3300 Manufecnras Assodren a17017.6434 fubCM4gory: Single Huna barngrC Nrd.eom COPVII eras Method: Cermcetlon Mark a Ugho Anmrdeed to Ups Awroved for Led In= I MA Predut Medal Number or Aims t�„t i4 In IINIZ J �(m 2 1/58H 52x72 FinrFlanpe Frame IGMG Shale Hong IQINN 023 No Yee W •601.60 L- hobid Gloss -«-a N O L j (D U a) O- C O 2 C O -0 a- cn 0 O O C d 0 � CIO 0 O U_ O • Cn M E L O ty CU 2 Q_ .= _'/^ 0 V J C:)b Q a Z Z W J N N O N 00 U ...q, > LAJ O o _cl C C' p U C E. 4c V C 7 N Cn M N C l.L. � cc =) N N 1- N O d N Y '+ 61 c C a sir 3 cc iS5 O/ u w NC G y fD a E � o a_ O Cn CD E'ellea-111 z Cn ICU CL o Q L U 0 W L) CU M O L cu Cue Q W z J Z Q J t2 SHEET NO. PA 1,0� .ly `1r:,.,:.��--y t tv�;?.�r,&Ir4ti r R'Fclrs:-�.�aY.gii. S. !T- :- - _. -: �". T- 1rr->r- . , _ _u �:.✓-�..___.-._.._- _.. r _. .. a _. r . _ T . _ _. .. - �aq�1■a1Ri�at�:1'FA�ii'IY�i4U 1E7 1sr May- �.: h ,.- - , _� Florida Department of Business & Professional Regulation Building Codes Standards Peg.6 Or Flonds Department of Business & Professional Regulation Pace d+ Florida Dupertrrwrlt of Business & Professional Regulation pose I OrI Florlde Department of Business & Professional Regulation Page 1.2 V and 1252022 Building Codes and Standards 1 w2Ni Building Codes and Standards Sgp2+ Building Codes and Standards 15IM21 O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L 2 - - - 16- SnE!020 Eailty or 20 loft Dab Pending ) nC TOE ilme Version Itaffinom Contact Fao)nrrluu ay canYAWMit Maid" 1a1:M FIIC Approval Approved j 216 Ito Version � Egtl6rot PmMer ALlcoM4 My aMN all ambolim No Amrovr Stitt end,ara 2" put All INN PJIIdOg mt Ltt4t zm YGotaa t11�Y0( EmifLpr Nndnara Ll ones GEI& Y gait p� be e PerNam prig. Yl" BIam" F��Ut MGM" &am V Revision Revision 2 T)wnet-Tru Cogxw bcn Stay. Jeanie- Lyndon F. Schmidt, P. Ryan J. King P. E. 10)07/2021 OW1802021 10M32021 12/15f2021 Approved igilag Lti MUM &112afud PAC approved media MUM Version alogisagem QML& Le a XNWIMA MetalaC FAog dp�p a= Romeo, 2020 Window arson BNin9w Arch ledunl Steven M L/IM, PE Appf&Ad cat"Ory: Exterior Docks (800) 843-7528 PE-43400 (813) 787.8555 e)aepsr Allmaim ZD20 POT Industrled windows Jane R000w611 Msml-Dwit I3CC0 • CER Mbml-Dads ak=- VAL (941)4860100 11105M20 110052020 11/11/2020 Approved RaNabn 2020 MI Nlndors and Doors Went.8hrnger Aileron Arch kaaural 8leve , M Urlch, PE 100f020201 10006f2020 1019/2020 ApprMad MI end owe CMearl Wnddwt Amwi (T17)30.3300 Msnulacturars Asvirdwiar (117)317-0454 1102(200 11n2)702) 1112812020 avenging Exterior Door arm u.co Sub6a(egoM•aW n Cempllanee MelAod: Evaluation Report from 6��: parr. Single Hung (788)315.2590 Irac"Isaggandustl Cr4p0ry: Windrow OuloCat•genn Hatchet slow 1717)310.33M Manufoctum A -lotion (71T)317.8454 bMtlinWrgmMacorrn SubcaCorpltegory; Flood beMlnpOrit lVid.are T�� cu cu U) V�' M tact or a Lmenaed Foredo FWrda R ss91 corral +ran Method: Caralmon Mork a Uan g m )ova MMod CaraSeeson ss d a L)sikhg od GrtifR.tin souks LiMin9 V O Prt4e8t10r1al 1haer ., '., C O L . . - _ AosmMHZ N.. A � ytWM A.wmrnc• le�fgyNa Amcoved for Liss b= 2WM[ 9lWIDCANMItNorr ADWOMUK.UNa AeWAVAZQLUM lom aldm /� O Q W 2 ANOLug fa the ova WE Ad Bu llw illlEact Blalap sea. Produce Model. Number Or Nsw In HVHZ aedd. NlM>: afMrM)t Etssatn JVLLa l3mru.atNo1r1la0 jp,mQ'ji Ourelae uu 1t gm" ) Alas CIItuet MMr. esmbr r wma. Product jig t In KVKZ out�mlm u Bigi t 1RENdR C O E Product Model. Number or Name Product Description Ctmaaftt EKq n Data In HVHZ Outside HVH2 Rasesbm (h• 9�i p 2 SH5500 (urge nand. "Pod) Vinyl Mngle Hung Y4ndow o7/30207A Y. Yes Yes MIA 1 Hit tire Fin and manes Frems 73v82 lmulat d Gess oviStI024 No Yes No •541145 1 is$ PW 73. 72Insulated Cases 040=023 No Yee No -two Ae C 1 a Themn•Tru Fiber -Classic and Snooih-S2tar Nominal 689M.8 &QtPMNon-Inpect&quot Opaque 12/3112022 Composite Edge Fiberglass 6tlals Dow No Yes No NIA ♦ y O � • v It - 2 It. Therms•Tru Flbr-Classlo Smooth (Insvvira$Cut►wing: X configuration) Nominal Sill &gvotNon-Inrpaol&quot 1213i/= No and -Saar Opaque Composite Edge Fiberglas Single Door with yes No WA ty Scielite(s) linsYAngrOutewrig; XO. OX or OXOechfig L v' O CU 3 aTherms-Tru Fur-Clssaio and Smeotn.6br Nominal 86nN�;8&qudhNon•1 mp11r&qutlk Opaque 1213112022 No Ves NO WA Cu.)deg+ 4- }+ Fiberglon:Composa Edge Doubts Door *0 or without SxWitn(ImaMngfOvmWng; X(or O)C(O ooniewrations) 4 d. Thermal Fiber -Classic end Smooth -Star Nominal 76030,,0 figuctNon•IrtpaoAquot Opaque 1213112022 No Yes No N/A Composite Edge Fiberglass Smgre Door (InsMng/Oubwing; X configuration) 5 s. Therms-Tru FlOr•Cla9sb and Smoaln-Star Nominal 7tNr: acruuk Non•li psot&quot; Opaque 12/31f2022 No Yes No NIA Composite Edge F)bereses Wale Door wnh adrte(s) (In►rAnp(Outsvift XO, OX or OXO olachguragona) a f. Therrml-Tru Flba•CMssb rxl Smooth -Star Nominal 8&NSB;O Aquot,Non•Impacelquot; Opaque 12t$1I2022 No Yes No NIA Fonda Depafinent of Sualrom & Professional Regulation P.g.+.r, Florida Department of Business & Professional Regulation Pagr+ oft Florida Department of Business & Professional Regulation P.ge I >1 Composite Edge Rbwglon Single Door Building Codes and Standards 1105 21 Building Codes and Standards 1751202/ Building Codes and Standards 1052021 (InswinplOualwFp; Xconfigutedon) 7 a. Thermal Fibr•Chssic and 6traoth•ater Nominal Mil &quotNon-Impett&qu(e; Opaque 12133112022 No Yes No NIA Composite Edge Fiberglass Single Door Y4M Product Approval Application Detail - ProdUCtApproval Application Detail Product Approval Application Detail SWelho(d) (IhewinglOutsWrig; XO, OX or GXO oontigurabons) 8 h. That-Tru Fibsr•Clawic and Smooth•Surr Nomhd 8&M39;O &quot;Non-Impeot&quot Opaque 12131I2022 No Yea No N/A Compesib Edge Fiberglas Double Coor,Mth or Wawx SideiRm(Inawing/OutrMng; XX or OXXO QWA ani t.or am 2111111 902No0oa are rag EWVJK ➢alga aria aatbudm am go fofato[ sal am UsLaw" go configurations) bta Version samidect uer conled Engineer A IJ sou VdMaM a YWtWt filigaw Pao Aggmvd Approved Awe ass YNMIM deDitNtl m comat EDIdVNNt✓& Lkon Validated By y Atillisigad POC Awrovd ANJscread Mda Mtn yerygp Manufacturer Salkd lwk#ff A lJoerear VMidded W Validated Maggligid ppCAmrovr AQprQld 9 i. Therra•T(U FilowChlaeie and Smooth -Sur Nomnal 09R89;8 &girotNon-Impsct&qucK Gin" 12/310M No yes N0 N/A AaMnrtoc 2D20 PGTlndusvteo Jan. RCsnwda Man*0ade MCCO- CUR Mtem•Oads SCCO- VAL I1:11520z0 11105rA20 111142020 Approl" Revein 2020 Ml Wihdoes.nd owe grin eto w Los R Larron, PE Steven M. filch, PE 1o4180M 101OW020 10/1012020 12MVB20 Approved Affimxtbn ZD20 POT lnduetrles Jana Rosawom MIaM•Ade BCCO • Can Mteml•wd. NCCO- VAL 1111XIM20 1IA LM20 11m 1rA20 Approved Composite Edge Fiberglass Single Door Col.pary: Wndowa (241) 48"100 (786) 315-2590 Cala(py: Wndory (717) 305.3300 PE-62514 (717) 317-6454 Category: wndoas (941) 468-010D (766) 315.2590 (InavengtOutewhg; Xoenfipulation) aubcau Fi w! rso Irosawsklapgendusuato aatrCllance bNdhW(@miwd.aan rttCateWry:a nnns ItaowsWaDOnMtiwnesF 10 1. Therm-Tru Flber-Cbealc and Smooth -Star Nomhal S&#39;A lad 12/312022 No Vas NO N/A Cemplirlce Meats: CeN/apn Mark a Uvtinp rim Method:tort a Mrhod E N compliance MNhed: CrNlatin Maw a fooling an Composite Edge FIIJrgss Single Door vvith 9 UROWmro Fit" hll or Rayabnd MahNem or a Uane•d Florlde SW figumi (InMMfg/OulaWng; XO, OX a OXO _ .. Pin ha Prd•eeianr Ensinercon . 11 It Therma-Tru FberClassb and Snooth•81r Nominal O&MA 0voLNon•Impaz&quot Glazed 121312Q22 No Yes No NIA lbMIIhLANMrlMa emrewte a s � t2WBo - 9WWUAWNLia A�lgLUU A-r---d f-the mpNpr � ConPOdte Edge Fiberglass Double Door h14ti1 or alas prMucl Moor Nusrrr Itenhe ffi 1p HVHZ 13rAd� HVHZ ) lam. � . : saga Product Moor NUMr a NNss 13gAl�tS2lctl➢n L12MtaWEWtWl9a➢aP. In HVHZ dares NVtlt R 1� WOrolm SMellte,(InsrA Outemn; xX or OXXO 5 PW-S920 (Carp•M4dl. 1.9w) 14ryl Mod Wndovr 04M/2028 Y« Yw Yes N/A >LWI9G8e1Yf� A A lmum 219M 1 Muana fa'All Doan and Windows Aluminum Muporo 0502026 Yes Yes Ya WA conrguradons) EN A &2AW 21000D �= )a sIM 2WUAkA i RUN" Emma 12 L Thrma•Tru Fiber -Classic, and Smooth-9tsr Nomhral 7a#39;0,&quOCNoo-lnhpaGt&gIJOt; Glazed 12AW022 No yes No MIA 2 57B1 V.tial Alumnum Minion 1201PI024 N. Y. Y" NIA Composto Edge Fiberglass Single Door urmvdn!%U18 ire; X Configuration) 13 m. Theme-Tru FiberClasrc and Smooth -Star Nornkal 78NSg:0 &quct;Non•ImparSquee; Glazed 12l31I2022 No Yes No NIA Cornpwtte Edge Fibwglaw Singyle Door u4N SWslne(s) (InanknglOu lswing; )OO, OX a OXO conhgun0ions) 14 n. Thwma•Tru Flbr-CWmic and fal7goth•S er No ntral 0&a39;0 &quel;Non•I morYSgLN*, Glazed 12512022 No Yes No NIA Composite Edge Fiberglass Single Door Bra+MngA7lJteCvkng; x cordigurallon) 15 o. Themes-Tru Fibr•Clawic and Smooth -SW Nomhal &&030;0aquotNon•ImprX&quak Glazed 12alr2 2 No Yes No NIA Composite Edge Fiberglass Sin a Door with Onrrrgl0utswing: , OXr OXo S configuratia(siltions) mmlpura9ona) Florida Department of BUsttese & Professional Regulation Pop t d1 Fonda De rtment of Business & Professional Regulation pre ag P.w zds Fonda De)Mfbneft of Buslrwa9 & Professional Regulation page 1 d2 1S to Thermla•Tru Feba-Classed and Smooth -Star Nominal UMU:O 6quot:N-ImpaG&quct Glazed 1251f202•Z No Yes NO MIA Building Codes and Standards 10=1 Building Codes and Standards + + Building Codes and Standards 1,yiD'Jt Composite Edge Fiberglas Double Door lath or vothout Bldelite. (Inawlne/Outawing; XX or OXXO configurations) Product Approval Application Detail Product Approval Application Dealt Product Approval Application Dealt 17 q. Theme•Tru Flbr•Ch sic end 6nlocith-Star Nominal 6&48:6&quokNon•ImpeCt&autit Opaque 12/3112022 No Yes No NIA Comports Edge Fiberglass Single Door with Transom (InvAnDA ilsw+ngi DIX configuration) 16 r. Therms•Tru FlberClask and Smooth-Str Nominal S&#39;6 &qu"on-Impact&quot Opaque 12IS112U22 No Yes No N/A Z2111 andiv or pee 1rY! Dow Passing per& Sim aft! algal Jffit SatN Enbly c sae sae cam Pence a ab Composite Edge Flbenglos Single Door With �� Yam !ice � EppinaraLrarae vrmtee Den YNitlNIN aWrm�t FMCAmrovM AaamtNt Jaau mm V..onl tiaotgNgguNt SiNN6 LvlWlu[t,LloNONN xwoit.Wu xwwo t alaomtaet PBC Amr.wr A,-vd lima lyoe X�pr) Manuraewrr � anYrta.311r� Ve1MatM ev Validated i1lCmilzt PAC Amrovr Appro� a)Nga OIOXSidefia, and Transom ation rglOulavdehg, O/X0; O/OX er d0%O doMlpursudre) WeNaian 2020 Jun" Hafdle auiMn9 PIOWet9. Inc. Chad ores. V. Mdrow Tan JaAo 6a1161aad, P.E. OIAY2021 12/112020 D1A42021 dnp FBC Appm, RalWn 2020 Aside Nick Thompson Lyndon F. Srhmidl, P.E. Ryan J. King, P.E. W 0vitirzo2/ 02n5T2021 021=021 04A3M21 Appraa0 ReNNon 2g20 GAF almost Bluh Robed taamin.n Jahn W Kne.eNm, PE 09282020 092112020 101=020 171`15I2020 Approved 19 a Therma•TruFlow-Clawio and Smooth -Star Nominal 66#311;9&quok Non•Inpactaquok Opaque 1213112022 No Yes No WA CMsool Pant Walla (90M 548-8352 PE-84662 (352) 367-2526 Crpory: Psnu Waled (330) 822-23e9 PF3409 (e13) 767.69M calpory: Rarng (400) 706.3411 PE-511104 (054) 7T2.6224 Comporte Forge Fiberglass Shgls Door with "Ctiogoryl acting ohed.dwokeow hard 9ubCah2rry: S-04 nthcmpson(taloids.00m BubCaseacry: AVhes shingles melNnagaf."m adrao(e) QnswdngrOuWAng; XO, OX of OXO Compliance Method Evaluation Report tom a ..tali compliance Msmod: Evaluator, Repot hem a Conpllree Method: enalurrgh Report Non, e Continuous Heed she Sill tmmtguratlona) nodd. Registered ArchrW or Licensed Florid. Flodde Registered Architect or e Uornad Florida Floods Registered Architect or a Licensed Florida 20 t. Tharho-TTU FIber-Claail and Smom•Ster Martino I S&M,084Uc* Nom.l MVeoMgUot Opaque ID3112022 No Yes No NIA Prdassional Englnew PrelaselcnM Unlit- Professional Engineer Composite Edge Fiberg lag SinpIs Dow with adrke(s) QnIVAn0/0Ulaw "D; XO, OX or OXO 21 uThermll FIlr-CMsab and Srrgcth•Star CoMlnuous Fled rat all configurations) Nominal B&#SB;a&quitNon•ImpsM&quot; Glazed 12I3112= No yes No WA DeWag.AtlgraOM. Adorovedra Use Abbeville! for Use know QOM QuWK Aaenrenr• Aggravate he use Alsraved for U. AwroMforUm Animated for Use him 20M Composite Edge Fiberglass Single Door Loth it" Product Mddd. Nanbr or Ham p1gdV4L,OncrMon In KVIli outrider MVNZ assistant Pl4M1Ue ap a Ra" Model ehenlhra slams Pro", personation Conrad Lkplrorl-MA In NVN; 06001 NVNz R a Plateau, iNB& bfllQit 299E klm r� adalkill gnswinglOukhMng; XO, OX or OXO 1 Crnplark Lap Siding Sber-aemanl lop sitting 1213112an Yes Yee NIA NMI a. AqudX41,q of Sofa Vent a Mid Vinyl Soul 12f312025 No Yes No WA 1 GAF Asphtl+ Roar shinp,so Fberal-roil 0 34.b, Irronrad. W.n nd 1211112022 No Yes MA WA Continuous Head and all configuieft ) 2 Hrd•P)ank Lop Siding lbw-amsnt 1.0 slang 1213112 3 Y" Y. NIA WA 2 P aWd:Mluacs T4&qud: goal Vent or sold Very) Goes 12/31=3 No Yes No WA mprtk+W .whorlfhnglas �, 22 v, Thernla-Tru Felw•Clasalo end Smooth-Sar Nominal Sa�M36;0&geloC Non-Irtpact&glroC Glazed 12131/2022 No Yes No NIA 3 e, squd:GreMbrW MntaW S"tlM8z39; 8oill Vent a Mid VW MR 1V31f2023 NO Yes No WA C-1 Composite Edge Fiberglass Single Dos with 4 d awdA6Aquot; SOM Vent Or Sold Veg4 DO M 121312023 No Yes No NJA adsib(s) IlroWnWOutawlrq; XO, OX r OXo Continuous Head and Sill oonB 5 e. &Wd.Cherler Cekagsob el Ad Vnt or sold Very) B. M 12131 2023 No vs. No WA rJ 23 w, Thermt-Tru FlberClesWand SnoctMSter paitad Nomina168NS0;S &quokNan-Irrhpect&quot Opaque 12I31/2022 No Yes NO WA 6 l.8qud;9upw Spsn6quak 9onN Vent or MW Veryl Salt 121311t023 No Yes No WA Go . Composite Edge Fiberglass Door Parole with Vented Sidelike(s) (InaMnalOulewig, XX XXX or XX)V N m configurations) 24 r. Thermo-Tru Fiber -Classic, and 9rrggh•Star Nominal 6&#Sg;O&quctNon-hmpao%g4ot Opaque 1213112022 No Yes. No NIA. CD Composite Etlge Fiberglass Door Parole with Vented sidrit.(s) (Inow(nglOutewtlg; xX, XX(r)OD(X U O configuration.) d C f0 M 25 yThormer•C a•TruFblssc,andSmoothaw Nominal 550all&quat;Nen-Irtpalt&quot,Glazed 12131/2022 No Yes N0 WA N Composite Edge Fiberglass Door Panels Yvan Vented Sdeibs(s) Prtew(ngrOuawirki tot X)d(a )O= Florida Department of Business & Professional Regulation pee,1 or Florida Department of Business & Professional Regulation Paw I or Fonda Department of Business & Professional Regulation pegs I oil 20 x Therma•TN FbrClasic and Smooth -Star o5rfgu a6onp Nominal 8&#3a;o&quot;Non•InpaotAquot Glazed 12f91/202Y No Yes No NIA Building Codes and Standards 9 IOerA21 Building Codes and Standards a M0:1 Sul Codes and Standards no 1e 2➢21 en in c Composite Edge Fiberglass Door Panels vlth Vented W J Stelae() OOn avAnWOutewhg; XX xXXr XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail cm- 27 za. Therma•T W Fiber-Classio and Smooth•Star Nommiinal GUSH:8 &quot pion-Inpar&quot Glazed 1213112022 No Yes NO NIA d E + C Composite Edge Fiberglas Single Dos with 3611390 Sdelke(s) XO. OX OXO by � C = Q (InsudngiOubinving; or cenfigursions) 22& slide, 291 arts owe Parking atts Ssda En2v a wale aCe IlaM.parrsinc attt €49g &myLOt am ass! cat Pending 26 2b. Thrma-TM Flicer-Claaslc and 5mmtilStor Nominatd&NSp;SagUgt;Non•Irt{MCt$quot; GIUW 12/31/2022 No Yet. No NIA jvpp )(NW- tligaliaacit gaasYt anrl,, a Licenses FaCAmrovd mud version showiest- ipdifj Aod=KA.L&mu MdWAO.h imaaa LdlMlaat FSComfals dluegagat Nam TV" varkion ohnm%M,, cater atalhwauurra Validated as Validated r�m� Pao Alarowl rMeoM. s cu Composite Edge Fiberglass Double Door *0 leaven 2020 TAMKO Sutdipg Products LLC Karl Ede Robert Nbrn nn John W, KnwNch, PE 1=417020 0Wgn020 1OA22ON 12M6 020 Approved RMson 2020 L.V. Thompson, Iit tat Thompson Architectural Tony Christman Zsdwry R. PrNr $lawn M (etch, PE owl 7r2020 olviwom 09J222020 12116=20 Approved R"sln 2020 Florida Metal Products Inc. Gent Jones Jura L. Sucker RE4 Sewn M. Uridh, PE 06212020 osawc2a 10A4202D 12PH 2020 AW-M 7 t.0 a31 3 altldks pns:rlfnptt7ubew+np; OXxO craery: Raring (417)824.85" PE-59156 (954)712.8224 MdM.CornpnytTAMCO) (613)248-3456 PE74021 (717)317-6454 Category: Rodmil (904)7834400 CSUCK Eneneering (717)311.8454 i w C C 29 is Thema-Tru Fiber -Clew( and Smwpth-Ster nfigti No Nominal O&M.0 &quakNon-Impaoftuot Glazed 12/3112022 No Yw No WA meCNaWm Undensymerta kam ednelllwrto.mm coteM: Floating Ighy@gomratoam9<o,n sWAregonc Roeing Accessional lb.1 we n darnign eocom PE-31242 ,T T Composite Edge Fiberpew 8'ZyO Dos witn 9&1g9;D Pon Compliance Method: Eysudln Re tam a SuloCampery: ROoln➢Accessories that are an IntegComptl Pen rims Racing "am Imagel Part Orris Rooeng "m Repot hams Compliance Method: eviajhhod yes � c adrke(e) (nevAnglOutew ng; XO, OX or OXO oonr ua50M) Fuddle Registered NehNad a o Lirnasa Flond. PrdeeswnM Engvher Colnpll.ha Method: Ewlua6on Repoli tom a Pld4d. Rayeterstl Architect ors Lionsd FlaWe Flodde ReglsterodArehttad or a Licenwd Flpnde or Prdewbnel En gn'°r C tea � 30 zd. TMrrna-Tru FibsrClanlo and Smooth -Star Glazed 12f31Y2()22 HW Yw No NIA _ Professional Engnew Q c. Composite Fibe iew Double, Door Composite Edge Fibxplalss Double Door vein ;. :_• 1. _ - 31ktW;0 SWslOes (InwAnglOutswing; OXXO -.. � G oonngurabon) 9{IIIWLAYYt�n )laors,dfnU„ A-..dfor Use gown !� . !',. ,_. - �-. � .. dallyAssram, Aderav' for Use Approved IN Use � al11� 51 n Thermo-Tru Fiber.Closal and Smodm.Staf Nominal 7&#39;0 paildquat aquokNon-Ion Shaker 12/31/2072 No Vw No N!A ENal Product Mold. NumbrrNamn $9siat.a i In HVHZ out".kVIli BsWteed Pressure Quality Assummot Amrowdlr Use Aeorevad far Ur tyail gift EppB Redact MrW.taaroary` goJpt�p �[prjEagpyippaNla t0.p)glE 4dYtlt�K E�LY lemMirM Swiss Composite Edge Glazed Fiberypro Single 1 TAMKO Roof Undedayments(KVHZ) Roo undnaymnu for use in FRC HVHZ 00M2C23 Yes No N/A NIA EBaa &24N Lug" S in HYME 12v1/ne MVNz Ali" ammi. a 3-FLAMCO bgIra:RV lO Prangs V0Atagud: AluminuM Ridge Wale for oNned rolls fabricated 12/31=4 NO Yes No WA Doorwith a without 1949:2 Sidelse(1) OnsrAnglOutil X, OX XO or OXO configurations) 2 TAMKO Rod Und.Mymem. Iro"VHZ) jlrsdotlons. RaduMbeaymams fa u.e n FSC non-HVH2 OBr2B2073 No Yes NIA WA 1 TAMCO Flr Top O1PPodW Vent with Begs lot Tic 20:A. rape roafyodlator with base Oa7B2a26 Yes Yes NM WA from 0,M, Aluminum jurisdictions. 2 3 TAMCO 090"ceok Vent TAMCO OaRkdge Roof Vn(wlm Bork 26 ps. 0OW2026 26 Do. surd: roriverdkaset wIntegrated baffle oti m02e No Yes Yes Yea NA NA •0,152b WA 4 TAMCO Round Tap OSAIMe Yore ofh Base forTN 20 ga. slatio roofve(dlra with base 0910012026 Yes Yes NA WA Florida Department of Business and Professional Regulation Florida Department of Business & Professional Regulation Paw i of Florida Depeferlent of Business & Professional Regulation Peso I of Florida Department of Business & Profmional Regulation p.pe 1 a 1 Building Codes and Standards V72021 Building Codes and Standards 117=1 Building Codes and Standards IM 022 Building CodesandStandards Product Approval Application Detail 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail £Ot! a>Yh.➢t 211 wall Oros Pending an SNOt !IW{k.NC oval sae aNla.PNtiaoa seta Sdi.4a EMW or j�g .lL� Odle ParWlm FL 2Eti-Rai mm YdaB ! �r zomwKa MM y�-Be ymg= Facaama,rr AMMM A" ma y�gp Manufacturer � Ep�,&l� Validated Or, Validated ; P&C Aaetavr �dgt Z1Ma �laA Manufacturer Contact EG9i0Wr,A,License Vwwdad av ro Fa0 Atioval Aaprp� � R.N,W 2020 Lawn.. Katris Jolley James L Buckner, P.E. Seven M. Urich, PE i10NJ020 11232= 112602020 lens FBC Apo, R"Olon 2D20 0-1 R.d hg Andrson ROW APNO UnRonn Evokisben Gary W. Walks I iAWJ=20 11Azm2o 111t,"20 Approved Revision 2020 Cbbel Protection Proauote, I.I.C. Tim Robinson Winner A. Tilt Jr., P.E. John W KnezWlor, PE OW082020 OWW2020 101012020 12M_VX20 Approved (D 290 Entb c Q= Status Category: Rooting (501)03.6163 PE-31242 (717) 317-6454 Colo": Roong (801) 3W4091 SeMetl I.I.C. (206) 854-DIW CMeparry Shutters (1454) SO•7545 PE•44167 (954) 772-8224 D(Rj Version nutgcturer Contact AW Nl& Validated By Validated Submitted Pending. ARRE2,9d Approved &°caoorr- Rooft Acrssswers that we on gNlayrg anmm.wm Du4CNagary Rooing Tiles RebManderso+Qbrd.00 aupCaMgoy: Sbrm Panel. Um.robineon®gppentoom ,Li,$t 2020 10128/2020 10J22i2020 Revision POLYGLASS USA MeuryAlpart, License John W. 12/15f2020 Integral Pan dime ROON98yo m Carpliwm Mrhad:EVMuation Repoli toms eompllance Meats: a er.olln Report home Pm,$.d Eualuesen m Compliance Moral Evalueflon Report from a Fiords Registered Arohbct Licensed Florida Category: Roofing S8542331390SmalpertCpolyglass.ibm RobertNisminen Knezevich, PE 0{1RrQ iAL FlorWa RedreredArchNectaeLbaxd Florkn Entity or a Professional Engineer SubCaagory: PE-59168 (954) 772.6224 11/01/202D Prolminal finance Undadayments A for Use Assrowd for Use Compliance Method: P htMry Asranea ArlersuRata U" fg(yg YD¢Nsr pWOD IN A 16 ..alit- Blake. auto: Ccunry Sale, Ep61 as English GRUENIAMUAWM21U 1 PrdlFl�wCO 12A1 R02o Lim gwwdLd= No ra} SUN" NA !'J� WA ji s R'OduCt Modal. Nu miler or Norma QaalihLAaae en C PlOdllel Description Cq+llMel E3miraaM Dab Aeero H Der Uss AOutolot fur Lis. IMAM War P M)M In HVHZ Duialtle HVHZ y Pyre Evaluation Report from aw BaIAL2mgwm QmkmLlUULwudg In HVMZ ew9ak= Ansaunt ftnual Ireton &amp; mind 1 20 Gage Galvanized Seel Storm PanoWHVHZ Corrugebed Galvanized Steel Storm Panels raisned 12t.31r2022 Y4s Yes Yes N/A a Floridaeck-K rida Registered 1 " DM aTRFBuiN DerA -IUD DA-4 L ev P.M., Paypnopyln• Pleske; Rod Vent 12H0/Io25 No Y. No.07.5F97.5 17 Society SM - Sam, Shake Amp: SON Shake Flat Profile Stockton. CA 12A1r"D No Yes N/A WA or not by tracks to provide hunbaJhe or on. ♦J Arch sect or a Licensed ANohonlolyAKONwd to Psivad Deed, 16. 19 Sunny 600- Sate. Shake Amp: Gold Shake askggy i00-s rake, slot. amp: SPIN Shake Fial Pro6k-Risk.. CA 12/31=0 CA 12212020 Flat Pratte- Btalo, No yea No Yes N/A NIA WA NIA 2 24 Gape Galvanized Seel Storm Pa wIaMHVF2 zed Segel Storm Panels retuned 12/91I2022 No Yn Yss N/A Florida Professional Assnyq 700-alsko, tilde SPIN Shake Fiat Prase-Rlaaa, or not by hacks to provide hurricane pn3tectl0n. cks to or not b cracks \a/ Engineer 20 27 6smP: Ty"rapana/awswona GA 12I712020 C High Reels - Kay. TX 24=20 Na Yore No yes NIA NA WA WA FLlf626B4R81 Products 26 miss LevPrdra-say. Tit 1W31no" No Yee N/A WA 1111:21 Product Me", Numbs or N Product powdato In MZ Z V 1 Po(ydas6Rod Unde"erm Rootngundenaymenss 10121J2022 NO Yes NIA 4WAI.622.5 1 Polyglass Roof Underbymrits (HVHZ) Potyglas roof unldarNoth eKs for use In FBC 12/23l2023 Yes No WA WA Ili FIVHZjunadleforks > 2 Polyglass Roof Undel"ents (nerrHV11Z) Polyglass rotlf undMpyments, for use In 1212312023 No Yee P8C non-HVHZ jurisdictions. WA -rvA1.022.5 Florida Department Business & Professional Regulation Professional -oft cu O 1 Polyglass Roof Underls"oetts (HVFLZ) "Nit" roof undarlayments for use In FBC 12/2312CM Yes No HVF Zydad(dl«n. WA WA of Building Codes and Standards Page+ of I 1fJ5022 Flonds Department of Business& Regulation Building Cores and Standards M1w I 1n121121 Fonda Department of Business & Professional Regulation Building Codes and Standards Paget on 10=1 L' CL 2 Polyglas Roof Undemayments (noP-HVHZ) Polyglots root undM4wri , fr use In12f2YY1023 No Yee WA eN1A/-022.5 > F80 non HVHZjudadkxlrr. Product Approval Application Detall Product Approval Application Detail Product Approval Application Dealt r1 1 Polygess Roof Undartayments (HVHZ) Polyglass; rodf ey undMmeM/ for usa In MCI2'2Yt023 Yes No HVHZ junsdictlons. WA WA O fi 2 PolyWass Roof Underlayments (non-HVHZ) Polygese roof unded9ymercs, far use In 12`2Y2023 No Yes WA 4WAt-,M 5 >t4.44 EOl�tg 2is aft a,mPar G10a saga 90dt Shake ar go sae bahollarn1W an raft ARM W an 2" 1WtL1000g !fit FBCmork.HVHZjurisdictions. rm version Manufa¢turig - ,Cotes Lauinw&uceaw Validated ay Validated Submitted PECADDrowl Approved Statue mn YALILM ow9hapr pBRprA YJrglmLk MUM Eta EXIIARrm,a alumfai( ta" MUM, Version gatiNtgim S,tpINGt LoowkLaLr= YMWAELk ydww ElOmand FaCAonra.er A,-vd Aoki L 1 Polydess Roof Undedayments (HVHZ) Polyglass roof underisymente for user In FBC12I29= Yes No WA WA Rwlabn 2020 NI American 9hu0ere and Glass ao, RE Troy Seem. P.E. Mau Barbieri Fmnk L BnnPo 0rM 1O20 10115=0 1110.R12020 12M5f2020 Approved Ravish 2020 AlpinaStuartStu Law. ICC gVrn uansondes, LLC Wrhm M. Rrilrl, PE 10/3120 i W=020 I1ASM20 20 11A512020 Apwovod ReNdon Z020 Commord ld Cmaato Prodwts.lne. RGomel)4nollh. Gomel A Orowtorp John Hoy I2n62020 12M62080 ivmo20 dng PSG ADM 2 Polyglass Roof UndtlMymems HVHZ Predictions.Category; Poyglass led h 12r231= No Yes WA eWAI-8=5 Shuum Panels (561) 712A882 PE-0046549 (954) $474880 ml kebQal Mmerbanshups Crepory: Structural Cmponents subcal"Ory: Trues Plata (321) 710.3377 (4071681-1917 Marts ohaew�com N : awalYlr Cd11p01IRd9 PE•51N5 (N2) 586.53i 1 (non-HVHZ) roof undMa6m+ents, Use FBC ncn•HVHZ jurisdictions. SupC aMpory: 9Wrm Compliance Method: . Evaluation Report from a Florldo Registered Architect or a Loonsd Florida racoon camplisno. Mrhat Evaluation Repol Product Eviumbn Unity NubCr4poT PrOWds Ir'booiocd 61 a Resun r SubCdo N•w Technology ewol1w" Named: krrusln Regal frm P-st3g•3707 Proaegdargyoho..can eat Froleealrul Engineer a Florid. Registered Architect Or Uanesd Floods . - - - a ProfessionEn al gw ne O ., gua111v AsMrwwe Away" for UM ANVAvodlar Uoo Si/i Product Model, Number or Name 4aaiprfiaaWits" Product Drartptlam Cottrell expiration pre Anomvad for LIS& Anointed tar Use hall Damon In HYHZ OANJO MVHZ fiaBleYnt Prssurs saes 1 Product Model, Number of Monte ITW 800/Apm His- Sanger lH Amp. s) Product Dsutlodon, courwiff.0"16. Metal Conn ha Poo iV312024 oat In WIZ Yes Ya Ralisi t N/A Pmmm NIA Aaifa+adnor Lk, agwaaetaLm mma 210M ^ 1 24ga Gahaheed Steel Storm Panels 249e Galvanized Star Storm Panels 12/312022 yes Yes Yes, NIA 2 ITW 800"ne Hhge Plata Metal Contractor plots 12/312024 Yes yes NA NIA ;repro Product Modr Number W has Prodult Dirserloill CorArMbMediorkDK& In HVHZ outside Wa 3111gigaill ftmm, 5 4 ITW Al SCGmTNlce ITW 9CG/Aped Wave Metal Connector PWe IW512024 M.lal Connector Plate 1Y312024 Yes Yes Yes Yes NIA NA NIA NIA 1 OuaMy Roast a Commercial Concede Products Protest and Pratromod Controls Untele OS262024 No Yes N/A WA �ra� W cu U m Q Fonda Depertmsnl of Business & Professional Regulation Pop 1 d2 Fbdda Department of Bualmess & Professional Regulation Poo, I oft Florida Department of Business & Professional Regulation has 1 d2 -00- Building Codes and Standards igami Building Codes and Standards a142D21 Building Codes and Sardards 9ranz1 Product Approval Application Detail Product Approval Application Dealt Product Approval Application Deall L O cu Prhdm Sett � Vwlm leN01ldNYaNt saw or out fm & A ioeWeWENnt )(dwdm r VNIIda01t oval iWmsat Nair Pence- Jac AggmvM mt: ea-,nd am& 5mN MUM: Version pggr EDW= car aeall A License VMMMed By as ads sees era ggiam anklet PaC Approved Approved mum 29a j,}Jpr Version Ifltt)ttMA= ErMy or S�Sd erwhvor hams•yalld.led ar go Nate Dab Fraoiaa Validated EEg A-mial Stu ANgmWd stNWt L eta 6 R.vMan 2020 MIT* Inc Caapory: ahvdorw cw%-ea. Orin YAldoo ICC Ev ludon Service, LLC ICC Evolurin Saw". 0&1112021 (902) 690-MS I.I.C. gem WJo21 05/12/2021 Approved RwAsWn 2020 Ws/whrusw category. Soudrel Components Rob Btlt*n ICC Evaluation 8onice. LLC to Lehrer. P.E. (253)M4479 (00e) 839-328a 020=21 iOn32020 02MWM21 ApprOwd A9InMktn 2070 Alpha Aluminum, Inc. Category: Penh Walla Jose or" Lure R. Lomas Sewn M. UrNh, PE J407-I 509.2006 PE•82514 (717) 317.8454 11/10=0 11M8f3020 I V2p2020 Approved Subcategory: Trust Plete+ ews+dngml.wm (201) 520.9900 Subcategory; Engineered Lumber Rdwrt.BeldWl ill-yrho )subcategory: Sa61k .phslwnnunmeprysho Z CompilanceMomod: Eveurin ROW from a Ccomill a Method: LA'ehuuch Repot Rom s ewr.00m Compliant Method: EVNvetlon ROW ton a ..can Product 6vol"Non Enty, Prodapt Evaluation Ester Flards RagMerodArchhect or a Uoensed FIaWe Z _ Professional Engineer PJiBltdi[CYaI� PtIYltrj�f;f(agglat .. Q CaselivAssurance AOWO M fa Use Amrovad fa Use (Wed W ptmm AELMNL a us Aaa(mWfLilu fadasi gallon ors J AMA is prlon contrmtl gtgionps! Inmvhz MVMZ Nominal Pleasure Product Predict Deterioration crrar EMarrlen In Ilya 041111 ,HWHZ EQtMIn gIW�LAma9slN AmrowdforUs Apdrov.dfaun J� 1LMIn 1 MIMHS 1s W. high sranpm trues eom"ter plots 17!'a12022 Yee Yea NIA WA 1 Mwalm LVL Laminated V.-Lumber 03131=3 No Yes NIA WA area nm6g Mood-Yenbaa Nam. p Sffi�atplCal@9.<itle Ig.NVKZ I2+taAmm aWilapr amain is 2 M1SOHS 1s ga. supw Nigh WiNgth, lives connector plate 1L31M022 Yes Yes NIA WA 2 lowelsn PSL ParoNl grand Lunn. DY312023 No yes MIA N/A 1 Apha ArommurnGold &amp: VentedAkimtn um SOM Atha Aluminum SOIW Sam; Vented Aluminum g7/302023 No Yes No WA 3 MI 16 it 9a Inr$ Oo1nfotor plat* 721312022 Yes Y46 NIA NIA 3 mmbarficand LSL LenwretM Stand Lunar 0Y312o23 No Yes NIA WA CMU&smp; Wood S&HU CV1U&amp; Wood 4 61T18Ha fag.. high staingm kua connector plots 121314022 Yes Yes NIA WA 4 TJ Film Word Structural Composite Limiters Oriented Strand 0Y312023 No Yes N!A NIA 5 MT20NS 20 gA high strength n" connector plate 12/3i=2 Yes Yes WA WA 5 Wywhaeu,r Rmeggrd bcerd rem Board Orinuc Sand Bard Ron Board 03/31=3 No Yes NfA WA SHEET NO. 8 TL18. 1IT11 1 a ga. trust connector Phil" 12I312022 Yet Yes Yes NIA NA WA WA 7 TL201 M720 20 9a lives connector qua 1 W312022 Yes August 10, 2022PA 111 Fbdds D@M,U,w of BWnna A Profesalonal RegUnflon faodda Daparenra o(BW Mtaa 6 PloteetlDnN Repulatlon �, .r t FlorWa DepartmrTt of rvlasNonal Regulatlon 6 PtarldeMe adeldl aienomr Building Codes and SWwJsrds enolml sodda Deparenerk of Bu rem" R Platudond Rsgula m F■p t d1 �W� Buwing Codem CodBB and Sa Buldl Codas end S(e XW* WMakom Bulding Coda and OW KIardB ProdtMOt ApNbaUen Dow PMteduct Approval AppllM,ygpl DOWAEprovel Or Pro" Approval Apple I DOW PMtlYatApplEwal Applic DOW 111ims moll am am y ! Faa ,Effi !!E! 9111111 tete� ♦!va 1� ♦va�Y t� � EetlhLec g! eWerratJNaeaa wMlled` Rik Site �r r0 J!! I QdLftod= FaOANOW4 Nk AJEfIy! ! ! � TAR vlO� �YI�NNi ¢e�■r■matJ..... wMrr� > ,! le Le! �JElt�l !NM APROnd rrM.O... AwmaOon 20110 ¢�!!x E s�irau�u.. wlw.er Joe Hadw wd wa.0 sdww TB.wnn.PE.LLC ON,MO) WnYA70 Wfnamom Appww no lbnde! Nsmdelurr geetDr Meritlren wldWed Or �BJeld ♦f FaQAeewr■r yam( t�eBMs no 1 i 4S YrviM�rkr Jw Hgden OWHI WlhparWDeer T.E. WNM, PE. LLC M7711400a) WN40W0 WOL7070 ApprDWd Aflrrwtlm 4CA Peb CDrpaWbn JOe Nrlden lWMd INrrdowW Odor JemwLaWDMer, PJe� 0771M20l0 OTH4120dJ0 WI1W7020 apalavaVvndaad no0he0n PE-M176 ( )DO6N16 MNMxtlNn 20W Pete COleretlOn Jw )Ifarden BRrO WlrrdowW DOOr JWnwLBuOeMr, PJO.� 07A4rM� W/t40020 WOOrJWO ApRewd AftrwtlwM 2020 h4COrPOrerNn YvrrdON ROOhwrM MWw0O0wrAW=WM OW)12"M aWNeeryc YenMlaxB ndwrlllon MenAppwrAeowMbn (W)4Mrm►Wd'al (fH)4014N27 �1aem d000 aWlerp YMn00vR Do6O02"rlm'sMa+O RDOtIeOn YonuaC4wrAeemlwbM CBIH1tErywyoMkal (M1}e21.Y0r pTA1)r1.0e2Y adgrfr DM10ollpw. VIVO Him 0ee1)�'� 0wyeeew NO -At CHrO�Nn MrrlMw LIV" 0M1>P4er0reweuluPP^vWlOpe YwlMak OveNWfon 0epr1 Roma F MWW APhveWra LIO■nsd FNMdo �APk C4NNeuee YMlrork Oertleae0dn MRN w W,vo �Iglpe IYM.mm ow"N"" YwNet C&4%0 a Mrkw LwArs pelepeftwww4we IN.wm INmm YIa�1YOU fmultBWDdet aDraslJltllEe iEmlllrllra h!0!I!i > !•or lifm AMEm 1l rt MokWxAwnreor i AmmeaUxJlw hMmmdAKJAN Ingym aIINYel�ali bred teYeeu Dodo �reo alai PnA■r YdaLYxwer wYww 9rtlM.ereI' eaaIn AGUW" M CextrwrMbdNri.e aeN In Mj� au11M■IwIQ Pw.,Me Iflatl geew iat � To �Wm M )� +e0Ue0 Awl 1 PW 108WW Mnpe Hvry vvntlar LmIrLLOMEOItlEE aYaf?Ulryl Nan•bged ahpe Hem lAlNel■w W42pW2 Np Vw. ilk +4D•W 1 awN1000 tArMewd oftgw(00'%70'j WnOr2W7 "ft1de4hwM(1wx04*) WnDrJ022 Np No Yee Yoe YO NO Ma�2e +2lM80 1 100eMaa RUWF4Ytl Vrldlan 10 BeMw,rJ•Fwma paad wNmar pOr700011 Vw Vw W Nµ 1 erw 1D20 Xlph Wtbmw'so81n,N XUral VN01 ONgN Xunl UOMdrr(4P x7O') W170027 00010W7 ND NO Yw No +DMDD 2 Pe410 BorlM olry'sNunawmdow DC■Op Unp XOn•MnPDotBhpe llul whdow 07AM1W2 No vee Nb +40F•10 2 8 a6Na 100 OarNa 16'20 1aM PNYd wwldeta (or On WI1M2W2 NO Yw ND +f0F00 2 arils 1000 War PanNvwnw alnew Nuns tDe4 HUM ftft"Vnw slime, XuryTWn 1 Pale 10 O■M W^ON NVrq WMdW Dr x or vhp NondrrPW OhON H+rB wtWDw WM O=9 No Vw Nb +00M•W lbnepeee pz•Xatn'l OY1DO/a7 NO Yw Ide +40140 4 Pvb 108Nr0e 811% Nun, voldw 4rx70r V1MM71'a- I IN SM&IWnOWVOOW iwmw 1 No YES Ne +000DO . 1 arW 10a0 elryNwulal >rM MVIS Meal ThosOODcwee(10B'■7r) ON�17077 NO YM !b •i0.16 D RW10 asM DI two van, Wlndpv DFxel Urryl NpM1lltFDdtDhgM H�9'NYMd00' ODQ2 72 No YMK• !b +7MM �� �� W� � 4 aeM 1DI.2D Mry's Nurse tlrnyl Owl'sNPy TMPdConPsO■ItOr■Oe.4J OlftlflWT NO Yo No -3" P Pw 10 MIN OFOO Mum MAndow 7D'x 7V MrV mwwmpW ON% HUM wAMar WIOOpW� NO Y� � +gyp +f000 14� �tf� � �_ 6 all arre 10a0 aIryNMury tlwM aklY Nury lldn CanFSYp,.O'xl.0y OeNblOfl Nd Yw Na +2/ie 7 FV1e 10 BerW ns IN" 82.1lYx10'VYyl Nrr.imped shall Kra WNW 10r,7g071 Na Yw rb lot O No Yoe D Oenw lam Mury W1710IryN wum awn OOmlOeM pCxOOiry NO 7k0 rb +Da.1, - .. 1 Mr'st0170 1rrNewd wwdw (fs'x1e'} Wn017004 Yw No +20,10 7 eeha 1000:1,: Huns VOMBtallo NunOTMFNOwmomcl r,id•) OSItOFIWr + .. . 2 fw*1040 %,WbWaitlO (1WX14') WNOrJla4 NO +DOhOD D eenpo 1MX70 Or, Mury 1AMM8talN MunO vrkMow Ns'x'r2'1 +brae ae�ML4fJl® aes®aaaaLm rev OIYO 1 8Ww1p'� VtlrylFled WlNpw IOD'x10') WIlIg074 No Yoe No O arils IQ7001nYN Mury VNOd stab NUMS WkWW(4r■ W10M mm3ow ND Y• Yeo Pb No +i6r16 MENL6eeame 16j= 611111111LUM JOB 10 arre l0213 41MID HUM VNM DtoN HUM wwIm Orr Mia) W1M2W7 NO ND tti NO +1r0D �j animilukowsam No VIM Pb +40M-AO 11 aWNe 1000 rryN Mury VNM star Num wkdar 4te' kM 06M70W7 Vw No +1rD0 1 PeY 10 ar'se snot mine Wndav 1a'%w Uro "on~ ah& Mum wkwow Or270W1 Vte Nb +4aMe 12 aed"1000 rryN Nun, VWA OhINwualwwldwpe'e7T) Carlow No Vw No +10)16 2 Pay lO eeM alines Xunl Vvnrbw DrxeO'NrryltbnhpRA BNalb lkul wttlaa ODIDe0093 ND Yes NO MOMeD 1/ 0mw 1000 rryNMury vwsla0 Mum 7'sIn amPwbpril Dae') ONNOW7 No Vw Ne 8 Peb 104Nr'sermoo Nonet .". Or■Br" NOrWgPOltlNal's Hum Whdew OOQr20TD ND � � +�'ro 14 erw'Go.,NNury UrMBbalNHumTWnOwroo Mpo.vxWJ9 D imm No Yw No :KIM +eNaO 4 pub10awwrrykrHur4w,ldw 8YaOrvUMNWW PPWshe%HimWNW- 07/JMQ21 � NO Yr No �OraO 10 bMw 10R0 rry1e NUry V1 0"10w^umom"%(ee.,'x72� W17ow No D Pab100/M Mg0Hun, VNlndrr 11+IA'x DO'1111)1 Non4mpW iNl,N wUn, WMcbw 10M70021 1s aadw 1000rryN NUr tthp owl's Nurse— awwaAe(Ir x 7r) Olson ND Yw No NO 17 swim two OnaleNun, YeM Pad weM $410"PNnkOe (lor 977) 10000@l ND Yw No +la m lint yEtWlarar ♦0r1oWmJlee aml0allu Yeeet OMIu Jet l,o0leet♦Wva102 OaAmMtfAEYulirBtle InWAM o,1NYle1♦O!Z Bubm ft e 1 OrAvWHth VNM W* Peftmera OlnpN Hurd (4rit M W170017 No Yw N7 +Dram 2 ta)BMRThermnluorm nllwe RArrrfW %W HIM ftOrRunw EnsO HwMTWn 0012142W No Yea No +aW10 1 en PMwmw ONallswi in Beira erTMMm mew awdmpwe rkma awwo rOJI N(Yrxw109 VMM Ovalle Heal TMWOem"ae(100' x 7r) 0/11812m me Vw NO +40F40 4 /09enawTharmeoWNIhImn0ea-WA)wwev111e W64GraNMugTMPIDcaw oMeVorX$Lai 011112001r No V40 Ne +fad HND Panda DEpwWw t of BWDeals A PRAmm ml Regulallm pUa, wi RDNtle Deles"arltof awns s & Pols"bnal PAVA"m P■p1 at Flor(da DBPrrenW of BWnaas d pn7feealond Re)gulatlon lit ofding &MmCoda M, Al BuBding Codes and Samicl rde enu 7e>s Building Coda and Slarlderds BU end S7linderda enenm2 Pro" Approval Appl)OagMt Daeet Pro" Approval ApplicaYOn Datet Product Approval Appifeem r DOW &a" m am amusam go gm aAle LMe lLlebeaea FaaAewal O71e !raom l gold no! Vm r■s.IlelMxer axdwWallrea■. wrew� QY eW iw litlt ! t AMBF eB FaOAewM ROM w1 ♦kEle Do gm %am 2010 t)l N"= !deist EDreIlN1HY01e )tIIIWd& Jw Nywn Ow0 vam W. edomw. P.a. TA. Lunn. PR LLC MA&M taamm WN40010 WIt40090 makflmal &W W W 0 tills! AppMOved no V� Aermalba 2020 ta'1 1 PeM CrpaYNn Sdrltl E� WDW wIW/M Joe Mpdon amdl Window W DMMw JMMmw L BuOMhr, Pi. �� WM40070 W7I4N090 WI7012020 xPPrewd oil, Aftwolm 20M PW ratrpvrANn Jw F1e)ven 8Wr0 Wm0Ow W lbw JMW L ftleaW, P.E. Q 0D140Qe W/140020 W001= Approm AfWR~ Palo cwpmdw C•IoOWfr YNridOrN1 DOvh10n pE.44111 (p1)a2Da411 ErvPbrrd n00t11X1 MrwMOwNrAw00NtI0n WUiA(EnONPowm O0111a1400m p0i)N1a027 A 0orraOf: YMndOws YOOhwn YRvrwwrAeweMbll CB8i1AEralNWAMa awL7YMDW7M NWYWrdr8lMrr 0H1}Wt410e6 OaYOWyWX DIdry ®ewlwOaorAewrblw Ideader 1W DwFee.r rdvds OeMOo■tlon MWkw UrMMO MMPMDADNPMeN�pe OriCYee llaIaWIW&WR (ail}O1a0eD 0Te1)C1ae27 awyaurN■ aWNat EtaeMal)rM rbpW rwm/ wIMPn�eModPPr■vrYPe 11RODnr OuaOeuna YMe 1parwodbn MrM1 W 1 weal poyprpdMPlpppylgkMe P10rld■ NdlllaredArphh@re LW~ MOM* h.wm 1hOprrr PvwwIW m&V1,w aeeoElellrJre ieDrorailr[Jir IaeW lilva mre�lleelDfar ANNOBLALON r�,g AeMmodailr , Iowa 1Y11eIW left bided heENl AeanudPWOft Agwoved ➢w Inll)OY Per gmhmLm ITS Mfg )! tl Iwo $10001 IAi 1 !Klee 10pp06d111ry00N Deer 9rtleteel�ID l�e:J C airs trw041fMNl'OX'ovBnO pMer Oeor(DO'xss'1 11000011 1,KYW2 NO ! Yes l Ns AI■ +brae 1r.M �i 1 erW 1000 eIIdNMY WNdooM v►M alarm MDPDw Px w MD. 71.10' x00') 10TO0021 Na Yw w +10W0 ilWt 1 8erW10aN n, WlhOo er1a110 VWA FNnso Bliry wpm" OOOD/1011 NO Vw NO NJk 2 BrW tMy000D 8edInpOPw Door VM71 /tail PrAl Fvad'0'OwrpMeIM 14.1Wa' OOOOOW2 No Yr 2 aorlw 1a0004Am".drxa VAOB" V*wew LcxwMD.m10'x1D') ob2lom 001170W7 No r1O Yw N40 Np Nb +1ra6 +1030 0 Ord 100000 a1eI�ONw Door k H-1I!) VYM 14rrAl'WP rldtm pew Dow pTa02'} 10gD007t Mb 11P Np +>dd0 8 eaM 1My10 M4Am YJYMdow WYMdpw V1rM Burp W1w■w OLCX, 70e'%BO'} 11Yryr8=vwwm mx,10rx1e`01Tl70W0 No Yw No +DrJD 4 8rl"1Q1006ePJ1 6Nw DOW %WOtalio P" FVYd'O'0OOr(ekWea.47.1A'x W100W2 No Yw NO +'S'.2o 4 8rW 1000 rIRal win Aewerd M Iva A■Wwwd to We 1 -OWN lore 1 e0rW log w EMONDpew orAm d 4110V Ma Dow f7MSIWmaMArin mil» Vvtll4,Penel'OX rvio paw Door (06.10' ■ 034401 1,NWHI No !tom Yes liyr( N■ hrlroe +d.M 2 Basile 100wareanpN wJwW+frxmD DNw Dsw e0 m V401 atalN Prwl FNad'C' 0m (rveiee. 10.1W Wtenoa me Vw No +4Q40 8 OeM 1OD w SIX" pm orhA o v*v O'sw Door IiAln Vwryl2perPl Y,VI'rIAlO poro D)pr p2" xe1') 0bO6,12022 No Vw No +Wt u 4 eeM 10D Of PnoOMvpow rAvWP611dVs c'swDOor %W OwaN Nnol FbW'W DOW(aWft 47-IWx W1fM002 ND Yw ro +210,10 "Am-) rirOdrruor tlrmt AeeaauiLCYO am Bum ♦NA 1 lrve 1pwarPanpMlw wA)wltlelMWry pasDow Er1la110reAmleD Csem utlram 11v0/ 24YnN'Or 911,01a paw DOW tl*Ir' x W2470e1 hul9B ND fidd11116mB YIN Bubm N■ Beams +20d 2 M deim 100R&=MO a rltfeDal ONea Dow BOOM VYMatsN Prm F*dd'DMPMNIKWIa'x wer7W2 No Yoe No HrdO 1 ache lODw EMeaneass wAWM,WNem ONWDdw 01.1rn tANy124renN'O%'rvroliw OpDrpp■:2i 01112400e2 NO Yoe nb +wwa 1 arNa la BRwnpwe wAw■ri rIDNMp pow Oeor VW BhaN POW Food Nr Dwr(NOW 47.10'III Oer1r70/2 No Yes No +2940 B6.10i August 10, 2022 a- u) U "0 a) Q Q C 0 L- . cv U n- C/) 0 cV �' �d//j�� VJ 0 a) �' C 0 LL E L. 40 �J ♦— CIO �1 .0 �'/�^� VJ Q Q Z Z w J tti N l,—' U SHEET NO. PA 1,2 _"�'�iITp4.,,p�'l Simpson Strong -Tie 2020 FBC Approved Products Updated 12r400020 For direct inks to all SST approvals listed below, CLICK HERE. Far additional Information regarding Florida's Statewide Product Approval System and McMDade County Notice of Acceptance (NOA), CLICK HeRE. FL42M&R7 aProduct Model. Number or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FL#988111-116 Sea # Product Model- Number or Name Product DucdMlon 1 SD701120BB Outdoor Accents Connector Screw 2 SD9112, SD9212, SDI 0112, SDI 0212 Strong -Drive SD Connector Screw 3 SD9112SS, SDO212SS Strong -Drive SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDGP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272368 5 SDCP22434, SDCP22512, SDCP22614. SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SOHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Plead Screw 7 SDS26112 SD825134, SDS25200, SDS25212. SDS25300, SOS25312, SDS25412.. Strong -Drive SDS Heavy -Duty Connector Screw S0525500,SDS255001SDS258M 8 SD8251126S, SDS2520066, SOS25212SS, SDS2530DSS, SDS26312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#10007-IR8 Sea # Product Modal. Numtxr or Name Product Description 1 ATR3/8, ATRlfZ ATR5/8, ATR314 Threaded Rods 2 ATUDS, ATUDS-2, ATUD9, ATUD9-2, ATUDO.3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 SP3/8.2, BP1/2, SP112-3, BP5/8.2, BP5/8-3, BP314, eipm-3, BPRTUD3-4 Bearing Plates 4 CNW3/8, CNW1/2, CNW3/8, CNW3/4, CNW5/8-1/2, CNW3/4-3/8 Coupler Nuts 5 CTUD56, CTUD65, CTUD66, CTUD75, CTU076, CTUD77, CTUDST CTUD88, CTUD97, Coupling Take -Up Device CTUD98,CTUD99 6 N3, N4, NS, N8 Heavy Hex Nuts 7 RTUD3, RTUD38, RTUD4, RTUD4B, RTUD5, RTU06, RTUD7, RTUD6 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 1 D URS3 3/8" Uplift Rod Run Toclawn System 11 URS4 112" Uplift Rod Run Tledown System 12 URS5 518" Uplift Rod RunTiedown System 13 URSB 3/4" Uplift Rod Run Tledown System FL1R10441-RB Allia Product Model. NUM bar or Name Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC10/22 Hold-down 3 HDO8, HHDQ11, HHDO14 Hold-down 4 HOU2, HOU4, HDU5, HDU8, HOU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHDBRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI" Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PASS Strap -Style purlin anchor 1 D PAI18, PAI23, PAI28, PAI35 Strap -style purlin anchor 11 STHD10, STHD1 DRJ Strap -style hold-down 12 STHD14. STHDl4RJ Strap -style hold-down • Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30,2020 Fat direct Inks to all SST approvals Isted balm. CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and MaM-Dade County Nonce of Acceptance (NOA), CLICK HERE, 21 LB series hangers Top flange hangers available in width of 1-9116' and heights ranging from 6.3/8" to 15-1/8", 22 LBAZ series hangers Top flange hangers available In width of 1-9/le" and heights ranging from 9-3J76" to 13-118". 23 LEG3, LEGS, LEG7 "nos hangers Top flange hangers available in widths ranging from 3-114" to 6- 7/8" and heights ranging from 9" to 33-1/7'. 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-117' 25 MIT "ties hangers Top flange hangers available in widths ranging from 1-9/18 c 5- 118" and heights ranging from 9-114"to 24", 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available In width of 1-9/16" and heights ranging from 3-3/8" to 7-1/8". 27 RR Ridge rather connector 28 WP series hangers Top flange hangers available in widths ranging from I.9116" to 7- 1/8" and heights ranging 9-114" to 32". FILM O960-R5 Syffi, Product Model. Number or Name 1 ABA", ABA44R ABA48 ASA481iABAS6.ABA86R 2 ABU44, ABU44R, ABU46; ABU46R, ABU5.5, ABU5.8 ASU65, ABU66, ABU86R. ASU88, ABU88R, ABU1010, ABU7010R, ABU1212, ABU1212R 3 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABWSeRZ, ABW7-7 4 AC4, AC4R, ACE4, ACB, ACBR, ACES 5 BC4, BC46. BC4R, BC6, BC6R, BC8. BCS2-2/4, BCS2-3/6 6 C844, C648, CB48, CB68, COSS 7 CBS044-SOS2, CBSQ46-SDS2, CBSQ86-SD$2. CBSQ88-SD52, CBSQS&SDS2 8 CC, FCC, ECCU Series 9 CCQ-SDS2.5, ECCQ.SDS2.5 Series 10 CPT44Z, CPT66Z. CPT88Z 11 EPB44A, EPB44, EPB46, EPB66 12 EPS4Z 13 LC844,LCB68 14 LPC4Z,LPC6Z 15 MP844Z, MPB88Z, MPB887 16 PB44, PB44R, PB46, PBW, PB6SR 17 PBS"A, PBS46, PBS86 18 PBV6, PBV10 19 PC44-16, PC46-18, PC48-18, PC84.15, PC88-161 EPC44-16, EP046-18, EPC48-18, EPCe4-16, EPCW-18 20 PC4Z, PC4R7, PCSZ, PCSRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCBZ, EPCBRZ. EPCBZ EPCBRZ 21 PPB"-4Z, PPB"-BZ 22 RPBZ FL#10686-R5 AW Product Modal, Number or Name 1 FJA, FSA 2 FRFP 3 01-146.8, GH46-8, GH48-6, GH46-8, GH410-e, 01-1410-8. GH66-6, GH68-8, GHee-6, 01-168- 8, GH61 M, CH81D-8 4 GLB6A, GLBSB, GLB5C, G06D, GLB7A, GLB7B. GLB7C, GLB7D 5 G1_BT512, GBLT812, GLBT518, GBLT616, GLBT520, GBLT620 e HGLBA,HGLBB,HGLBC,HGLBD 7 HGT-2, HOT-3, HOT-4 8 UFPIOSD83 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with WI ranging from 3.114" to 9.1Y2" and W2 ranging from 3-518" to 7-1/2" Screwed column caps with W1 ranging from 3.1/4" to 9.1/7and W2 ranging from 3.5/8" to 7.1/2" Concealed Post Tie Base Embedded Post Bass Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cep Post Base Retrofit Post Base Product Description Foundation Anchor Fiat Retrorrt Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3M2020 For direct Inks to all SST approvals Ieted below, CLICK HERE For adtltional information regarding Florida's Statewide Product Approval System MCI MaM-Dade County Notice or Acceptance (NOA), CLICK HERE FL#10446-RO Soli # Product Modal. Number or Name Product Descrlgtlon 1 A21. A23, A33, AM, A35, A44 Angles 2 APA21, APA4, APA6, APVA21, APVA4, APVA8 Outdoor Accents Angles 3 APBM4, AP644R, APV808, AP856R, AP888, APBWR, APB1010, APB1010R, APVB44, Outdoor Accents Post Bases APVB44R,APVB66,APVB66R,APV888,APVB88R,APV81010,APVB1010R 4 APDJT2.4, APDJT2R-4, APDJT2-6, APDJT2RA APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties APVDJT2R-8 5 APHH48, APHH46R, APHH610, APHHeI0R Outdoor Accents Heavy Hanger 6 APL4, APLS, APT4, APTS, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH2O, APLH2eR, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJTSZ Concealed Joist Ties 11 MITI Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FCS Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 18 H2A, H2.5T, H8, H10A-2, H1 OS, H14. HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 1.30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 L6W. LS60, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ,LSSJ26RZ,LSSJ2SL2,LSSJ28RZ,LSSJ21OLZ,LSSJ21ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewabke Hanger 28 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML28Z, ML28Z, ML21OZ Angles 28 MMH8 RoofTio-Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Root Boundary Clips 32 RST-3 Roof Tie -Dome 33 RTC222, RTC42, RTC2Z, RT044 Rigid Tie Connectors 34 STC, STCT, DTC: HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffen or Clips FL#10447-RS Sag # Product Model, Num bar or Name 1 AHEP 2 DSC2R-SDS3, DSC21_-SDS3, DSC5RSDS3, DSCSL-SDS3 3 GBC 4 HCP1,81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC". HHRC5.2513.25, HHRC5.3713.12 HHRC66 e HRC1.81, HRC22 7 LRU26, LRU28, LRU210. LRU212 8 LSU28,LSSU28,LSSU210 9 TBE4,TBE6 10 TC24, TC26: TC28 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA426-2 12 THAI1.81122, THAl2.06/22, THAl2.V22, THAI222, THAI322, THAI3522, THAI422 13 THAL422.THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SDS3, THJM2.5SDS3, THJU26, THJU26-W 18 TSBR2.24 17 VPA2, VPA25, VPA3, VPA35, VPA4 1S VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30r2020 For direct Inks to all SST apprwats fated below, CLICK HERE For additional Information regarding Florida's 8talewlds ProWcl Approval System and MraM-pace County Nonce or Acceptance (NOA), CLICK NERE FL#1046&R8 gee N Product Model. Nurn bar or Name Product Description 1 BT, BTB. BTH Brick Ties 2 CMST12, CMST14, CMSTCI6 Coiled Straps 3 C814, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 6 CTS218 Compression/Tension Strap 6 DSP, SSP, TSP Stud to Plate tie 7 H1, H10A, H2,6A, H3, H6, H7Z, H16, H16S, H16.2, H16-2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tis 10 HSS2-SDS1,5. HSS2.2-SDS3, H$82.3-SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2 HST3, HST5, HSTB Straight Straps 12 HTS16, HTS20, HTS24. HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTS018KTZ, HTSQ20KTZ Heavy Twat Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA38 Straight Straps 18 LSTI49, LST173 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTSIS LTSI8, LTS20 Light Twist Strap 19 MGT Medium GirderTiadown 20 MST27, MST37, MST48, MSTeO. MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight S asps 23 MSTC4883, MSTC86B3 Pre -Bent Straps 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 28 NCA2x10.12, NCA2xl2-12, NCA2x8-18, NCA200-16, NCA2xl2.16 Bridging 27 RCWB12, RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector $0 SP1, SP$ SP4, SP6, SPS Stud Plate To 31 SPH4, SPHB, SPHS Heavy Stud Plate To 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18 ST22, ST292, ST2122, ST2115. ST2215, ST8215, ST8224, ST8236 Straight Straps 34 TB20, T827, TB3G TB36, TB42, T848, TB54, T858, TB80 Tension Bridging 35 TWB10, TWB12, TWB14 Wail Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tledown 37 W8108, WBi08C, W6120, WB128C, W6143C Wall Bracing .-iL'.-T P1 Product Description 1 CBH2.37x5.5, C8H2,37x7.63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Drag StrutCohnectors Gable Brace Connector Hip Corner Plate 3 HGU3.63SDS, HGU5,25-SDS HGU5.5OSDS, HGU5.62SOS, HGU7.00-SDS, HGU7.25. Heavy Hip to Ridge Connectors SOS, HGU9.0O-SDS 4 HGUS series hangers Hp Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU550-SOS, HHGU5.62-SDS, HHGU7,OOSDS, HHGU7.25SDS, Light Slopeable/Skewable U Hanger HHGU9.00-SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50/10. Truss Clip HHUS7,25110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26.2, HTU28-2, HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCO1,81/9-SDS, HU001,81/11-SDS. HUCO210.2-SDS, HUCO210.3-SDS, HUCQ310- SDS, HUC0410-SDS, HUC0412-SDS, HUCQ525M-SDS, HUC05.25/11-SDS, HUCQ610- SDS, HUCQS12-SDS ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 ® For direct Inks to all SST approvals Rated below, CLICK. HERE. - For additional information regarding Florida's Statewide Product Approval System and Magri County Notice of Acceptance (NOA), i rry ur m FL#11468-R5 AW Product Modal. Number or Name Product DeeCriptton 1 HHUS21", HHUS210.4 Joist Hanger 2 HR56, HRS8, HRS12 Strap Ties 3 HUCO210-2-SDS, HUCQ210-3-SDS, HUOQ310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGSH3, THGB114 Joist Hanger 5 THGQ2-SDS3, THG03-SDS4.5, THGQH2SDS3, THGOH3-SDS4.5, THGQH4SOS6 Joist Hanger 6 THGW3-3, THGW3.4, THGW4-3, THGW4.4 Joist Hanger FL#11473-115 Seek Product Model, Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H78, HISS, H18-2.. H18.2S Hurricane Tie 4 HETA12, HETA18, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HEfAL18, HETAL20 Embedded Truss Anchor 6 HGAM10,HMO Masonry retrofit connectors 7 HHETA16, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAN"O, MSTCM40, MSTCMeO Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSWO Twist Strap for Masonry FL*tt496-R5 Sea # Product Modal. author or Neme Product Description 1 DTT1 Z Deck Tension Tie 2 HD12, H019 Bolted Holdowns 3 HD35, HIM HD713, HD98 Bolted Holdowns 4 HTT4, HTTS, HTTS-3/4 Tension Ties 5 LTT19, LTT20B, LTTI31 Light Tension Ties FL#f3628-RO Sac # Product Model. Number or Name Product Description 1 SB5/8x24,S8718x24,SBlx30 Se Anchor Bons 2 SSTB16, SSTB20, SSTB24, SST828, SSTB34, SSTS36, SST818L, SSTB2OL, SSTS24L, SSTS Anchor Bolts SSTB28L FL111100 -R4 Sea # Product Model. Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAI2, FHA18. FHA24, FHA30, MSTI26, MSTI38, MSTI48, IV I80, MSTI72, SIMST27, S/MST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C 4 LSTA30, LSTA38, LSTI49, 1-87I73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9. LSTA12: LSTA16, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 8 LSUSH325, SUSH325. MSUSH3.25 7 LTP5 8 LTSI2,LTS18,LTS18,LTS20 9 MSTA30, MSTA36, ST6215, STe224, ST9, ST12. ST18, ST22, MSTC28, MSTM MSTC52 10 MSTC68, MSTC78, STS236 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MT830C 12 S/B1.56, S1B1.81, SIB2.06, SB2.37, S1B2.58, S/B2.68, S/133.12, SB3.56, SIB3.62, 51134.06, SIB4.12, SB4.28, 5/84.76, SIB5.50 13 SIBA2,12/8, WBA2.12110, S/BA2.12112, S'BA2,12114, S!BA4.18/8, S1BA4.18/10, SBA4.16/12, S1BA4,18/14 14 S(H1A 15 S/HD8S, SIHD8B, S/HD10S, SIHDIOB, SIHDI5S, S/HD15S 16 SI IDU4, SIHDUB, S/HDU9, S/HDU11 17 SIJCT, &HJCT Product Description Coiled Straps Straps 97 mil (12 go) Heavy Twat Straps Straps43 mil 18 a ( 9 ) Straps 33 mil (20 ga) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (IS go) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top -flange (DHCTF) hangers available in widths ranging from 1-9/16" to 3.9118" and heights ranging from 9-1/8" to 23-15118". Face -mount hangers Face -mount hangers available In widths ranging from 11 5/8" to 7- 3/8" and heights ranging from 5.6118" to 12.7/8". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 118" to 5-1/8" and heights ranging from 4.314" to 15-3W Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange Is contested Face -mount hangers Face -mount hangers available in widths ranging from 1 9/16 to 7- 1/2" and heights ranging from 2.7/8" to 19.1/4". Concealed flange version (HUC) available for all model having width equal to or greater then 2.9/16". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all SST approvals Isted below, CLICK HERE For additional Information regarding Florida's Statewide Product Approval System and MaM-Dade County Notice of Acceptance INCA). CI If'K 991 18 SILBV1.56, SILBV1.81, S/LBV2.06, S/LBV2.37, S/LBV2.56, S/LBV2.e8, S/LBV3.12, Top Flange Joist Hangers S/LBV3.56, SILBV3.62, VLBV4 06, S/LBV4.12, S/LBV4.28, S/LBV4.75.. S/LBV5.50 19 S(LTT20, S(DTT2Z, SA-TIT14, HTT4, HTT5 Holdowns 20 S/MST60, SlMST72 Straps 118 mil (10 ga) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL01113904-R5 Jet Product Modal, Number or Name 1 CCQM3,e2-SDSHDG, CCQM4.62-SOSHDG, CCQM5.50-SOSHDG. CCTQM3.62-SDSG, CCTQM4,82SDSG, CCTQMS.50-SDSG, CCMNn 62SDSG, CCCQM4.62-SDSG, CCCOM5.50-SDSG 2 ECCLOM3.62G-KT, ECCLQM4.62G.KT. ECCLOM5.50G-KT, ECCLLOMD3.62G.KT, ECCLLQMD4.62G-KT, ECC1_LQMD5,5DG-KT, ECCLROMD3.62G-KT, ECCLROMD4.62G- KT, ECCLROMD5.50G-KT 3 HGUM525, HGUM5.50, HGUM7 00, HGUM7.25, HOUM9 DO 4 LGUM26.2, LGUM26.3. LGUM26.4, LGUM28.2. LGUM28.3, LGUM28.4, LGUM210-2. LGUM210.3, LGUM2104, LGUM48, LGUM48; LGUM410 5 MSHA3.12/9.25, MBHA3.12/11.25, MBHA3.56/7.25, MBHA3.5619.25, MBHA3.58111.25, MBHA3.56/11.88, MBHA3.56114, MBHA3.56118, MSHA3.58/18, MBHA5.50lr 25, MSHA5.5019.25, MBHA5.50111.25, MBHA5.50/11.W. MBHA5.50/14, M3HA5,50118, MBHA5-50/18 e MBHU3.58/9.25, MBHU3,5B111.25, MBHU3.5eill.88. MBHU3.58/14, MBHU3.56/18, MBHU3.56/18, MBHU5.501g 25, MBHU5,50/11.26, MBHU5.60/11.88, MBHU5.60/14, MSHU5.50/16, MBHU5.50118 FL#t 397&RB ,%a 9 Product Model. Numberor Name 1 SDW22300, SOW22338, SDW22438, SOW22458, SDW22500, SDW22600, SOW22W8, SDW22834 2 SOMIS450 SDWCiS600 3 SDWH1930ODB, SOWH1940008, SDWH19WODB, SOWH19800DB, SDWH191000D8 4 SOWH274000, SDWH27600G, SDWH278ODG, SDWH2710ODG, SDWH2712DOG 5 SDWS16212, SDWS16300, SDWM16312, SDWS104DO 6 SDWS19600, SDM1971Z SDWS22400,SDWS225O0.SDWS22512, SDWS22BO0 SDWS22800, SDWS22900, SDWS221000, SOWS221100, SDWS221200, SDWS221500 7 SDWS223000B, SDWS2240OD8, SDWSMWODB, SOWS220000B, SOWS228CDDB, SDWS221000DB 8 SDWS22312DBB, SDWS22512OBB 9 SDWS2730OSS, SDWS27400SS, SOWS27500SS, SDWS276003S, SDWS27800SS, SDWS271000SS, SDV✓S27120OSS 10 SDWV13400 11 STN22 FL#15363-R3 AW Product Model. Number or Name 1 AS 18, AS 1885, AS 18S8 2 AS 20HS 3 AS-20 4 ASHP FILM 5730-R4 Sea # Product Model- Num bar or Name 1 ET -HP 2 GAC, GDP, GDPM 50, GDPM-75, GDPM-100, GOP$, GW-50, GW-75, OW-100, GTH 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, POPAWL, PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers MasonryTop Flange Seem Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SOWC TRUSS Screw Strong -Drive SDWH TIMBER -HEX Screw Strong -Drive SIDWH TIMBER -HEX H DG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Intenor Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Description 18 ga. Truss Plates 20 ga, High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector Product Description Adhesive Anchor for concrete Gas -actuated fasteners and assemblies Powder -actuated fasteners, threaded studs, and assemblies Adhesive Anchor for concrete • • Simpson Strong -Tie 2020 FBC Approved Products Far direct Inks 10 all 98T approvals fated below CLICK HER¢ Fot additional Informanon regarding Florids's 9tatewlde Product Approval System end MaM-Dade County Updated 12r M02o Notice Or Acceptance (NOA). LUCK NERE. 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518" to 3- Oil 8" and heights ranging from 4.5/16" lib 11". Concealed flange version (HUSC) available for models having width equal to or greater than 3-9/16". 12 [US series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 5/8" and heights ranging from 9.1 /4" to 16". 13 LOU3.25-SOS, LGU3.63-SDS, LGUS.25-SDS Face -mount hangers 14 LU24, LU28, LU28, LU210 Face -mount hangers 15 LUC26Z, LUC210Z Face -mount hangers 18 LUS series hangers Face -mount hangers available in widths ranging from 1-011&'to 4- W" and heights ranging from 3" to 10-15/16", 17 M01.13.63-SDS, MGU5.25-SDS, M01.15.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9118" to 5- 118" and heights ranging from 8.16/18" to 19 Mt1S26, MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULC senes hangers Skewed face -mount hangers available in widths ranging from 1- 9/18" to 34WI &' and heights ranging from 3.1118" to 13-314". Concealed flange version (SURC, SULC) available for all double 2X and 4X modele; on ly acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1.9/16" to 6" and heights ranging from 2-5W to 11-114". FL#10867-R6 Bea # Product Model- Number or Name Product Dascrlotlon 1 BA series hangers Top flange hangers available In widthe ranging from 1-9118" to 7- 1/8" and heights ranging from 7-118" to 30'. 2 DGBF "rise hangers Top flange hangers available in widths ranging from 3 618" to 7- 1/8" and heights ranging from 9-114" to 24", 3 DGF series hangers Top flange hangers available in Wdths ranging from 1-117' o 3- SM" and heights ranging from 7.114" o 24". 4 DGHF "des hangers Top flange hangers available in wldtho ranging from I -W4" to 3- WS" and heights ranging from 9-1/4" to 24". 5 EG5, EG7, EGO series hangers Top f enge hangers available in widths ranging from 5.114" to 8- 7/8" and heights ranging from 11" to 32-1/7'. 6 EGO series hangers Top flange hangers available in widths ranging from 3.516" to 7- 114" and heights ranging from 11.1I4" o 37. 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to f!i and heights ranging from 8-1/2" to 28". 8 GLTV srries hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 37. 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/2" and heights ranging from 8" to 3W 10 HGLS seines hangers Saddle hangers available in widths ranging from 5.1 /4" to 8-718" and heights ranging from 10-117' to 28", 11 HGLT series hangers Top flange hangers available in widths ranging from 3.1 /4" to 8- 7/8" and heights ranging from 7.1/7'to 32'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14'to 33' 13 HIT series hangers Top flange hangers available In widths ranging from 2-5r18" o 3- 9/18" and heights ranging from IV'to 28". 14 HUSTF series hangers Top flange Joist hangers available in widths ranging from 3.1/8"o 3.9118" and heights ranging from 5.3/8" to 13-1/8". 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from I.9/18" o 5- 1/2" and heights ranging from 3-7/18"to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2.9/18". IS HVJP "ties hangars Top flange hangers available in widths ranging from 1-9118" o 7- 1/8" and heights ranging from 5.318" to 28" 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 5-3/6" to 37'. 18 ITS series hangers Top flange hangers available in widths ranging from 1.9118" tD 3- 518" and heights ranging from 9-118" to 1e'. 19 JS series hangers Top flange hangers available In width of 1.9116' and heights ranging from 5.318" to 7.1/4". 20 JBA series hangers Top flange hangers available in width of 1-9/18" and heights ranging from "10" to 13.1/8" � Simpson Strong -Tie 2020 FBC Approved Products Updated 12r"20 CIMM For direct Inks Wall SST approvals listed below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Magi -Dade County Notice of Acceptance (NOA). Si Ir K HCRE, 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (STB2, STB2.4SS, STB2.6SS) Strong-Boit 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316stalnless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS. THD-HBSS, THD-CS, THD.CSSSS) Titan HO Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37e34RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HO Threaded Rolf Hanger (THDB25158RH, THD837155RH, TH037212RH, Then HD Threaded Rod Hanger for concrete TH050234RH,THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor or masonry FL1118230-RS Jg Product Modal. Numboror Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (ST62) 5 Tien 2 ((TTN2) 6 Then HO (THD-H4SS, THD-H8SS, THD-CSBSS) 7 Titan Turbo (TNT) FL#16937-R3 Jal Product Model- Num ber or Name 1 X34B10185K,X1S1016,X1B1016-4K,XQ1$1018,XQ1B1016.4K 2 XL0114T1224,XLQ11401224.2K 3 XMQI14SI224, XMQi 1481224-2K 4 XQ11451224,XQ114B1224-2.5K X114S1224,XQ112S1224,XQ112B1224-2K 6 XU34S1016, XU3481016-5K FL#383211-RO Sea at Product Nodal. Num bar or Name 1 OSSCB43.5, OSSCB40, OSSCB48, DSHS 2 FCB43.5, FC845 5, FCB475, FC849.5, FCB411.5 3 FPHSD34S1018,FPHS03481018.FPHSD3481018-5K.FPHSD34S1214, FPHSD34B1214,FPHS03481214-5K 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25. SFC4.25, SFC625 6 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25 SSC6 25, MSSC2.25, MSSC4.25. MSSC8.25, MSSC4.25KW, MSSC6,25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S; RCKW5.5S 7 SCS43.5, SCB45.5, SCS47 5, SCB49.5. SC8411.5, MSCS45.5, MSCB47 5 8 SCS325/97, SCS82-6M7, SCS82-51118, SCS82-51118 9 9GW3.25, SCW5.5 10 5JC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH3481414,XLSH78BI414 13 XQiS1018, XQ1 B1016.4K, XQ1S1214. X0181214.3.SK, XQ78S1224, X07861224.3K, X0114SI224, X0114DI224.2.5K, X0112S1224, X011291224.2K, X3481016.5K X1$1015. X181018.4K, X151214, X181214.3 5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor or Concrete Tien HD Heavy -Duty Screw Anchor for concrete available In 304 or 316 stainless steel with hex head, end 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description N10.1e Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point #12.24 Strong -Dove XL Large -Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Head #12.24 Strong -Dove XM Medium -Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Medium Diameter Hex 012-24 Strong-Onve X Metal Self -Drilling, Tapping Screws with 06 Drill Point #10-18 Strong -Drive XU Metal Self -Drilling, Tapping Screws vridi #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Faked -Clip Connector #10.10 and #12-14 Strong -Drive FPHSD Framing4o.CFS Self. Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head-oF-Wall Slide -Clip Connector Seel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14.14 Strong -Drive XLSH Shouldered $0-Drilling, Tapping Screws #10-18 #12.14 and ill 2-24 Strong -Drive X Metal Self -Drilling, Tapping Screws N CL iL O O i= .� CU U � N C CU O Cu rn O C I- a O O E ILL 0 .N N 0 0 Q H CU -0 C � Q Z W J ti C:X CID _. t� IL � R sue.• :�^ U) (D z W C0 0 CD 0 L U O L CL W ^<^ 0 LM W ^iC1 W Z Z a J d, SHEEP N0. PA 1.3 MIAMM WAW-DAWCOUNW PGT Industries, Inc. PGT Ladustries, lac. romm FRODUCTCe9dtTliema. SECTDrmeN 11305 SW26 SeaI Rom 2CB NOTICE OF ACCEPTANCE: E�7DENCE SUBMITTED PGT Irtdusirieys. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBBUTTED DEPARTnt�rT4B ml[EC,[xirliQrtY akPtBmtCe3IPe�C �souMe:.>Es pttM) Union,P'Jofrda 33I75-2474 NOTfCEOF.' C�EPTi�N4ESE 'IDENCEsi[TB TED 90IMMAPIDC�EADMMUSTiATUMBI9L�i TC786)3I5-21"D FCM0315-2%9 1. Evidence submitted under previous NOAD 'Dade NOTICE OF A1C CE PT)LNCE (NOA WWXAd a4*daa!rvra�caa�oaa. A. DRAWINGS 1 _ Mam ifacturer's die drawings and. sections. B. TESTS (continued) 5. Test repast on 1) Air Infiltration Test, per FBC, TAS 202-94 L Mani Department of Regulatory and Economic: Recces (RER)_ PGT 1whw ies, Inc. 1070 Technology Drive, North Venice, FL 3427S (Submtmi ed under N0A .Vo.1'14107. 04) 2) Uniform Static Air Pre ss= Test, per FBC, TAS 202-94 E. MATERIAL CERTIFICATIONS Scan: 2- Drawing No. NOD-5570.0, titled "Vinyl Sliding. Glass Door NOA (LM)", sheets 1 3) WatcsResistanoe Tess, per FBC, TAS 202-94. 1. Notice of Acceptance No.15-4-';2&14 issued to V-aios Extrusion Limited fortheir TkisNOA is being issued under the applicablesulees and re g alstions gaveming the use of consbvctionmatmiah. The through 21 of 21, prepared by manufacturer, dated 10A )5115, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 `%Ikke Rigid PVC Exterior Estretsions for Winde>`ws and Doors . dated 08113/15. 09I30119. doccu mentatm aubmitted has been reviewed and accepted by ?&=Da& CoustpRER.-Peodwt Control Section to be urt� in lkframi Dade Gcnmty and other sreamr wheo+e showed by log Aasloouity Having Ioriadictiorrl(A13Jj. D4105117, signed and scaled by A. Lynn Meet_ P.E. 5) Cyclic Wind Presses a Loading per FBC, TAS 203-94 � Foxed Entry Test, per FHC. TAS 202-94 expiring on 2. Notice of A ance No.16-0920.08 issued to V ision Extrusion Limited fortheir "`VE �t This NOA shall not be valid afterthe expiration date. statedbelow. The Miami Dade County Product Coatrol Section► B. TESTS along with muatlmd-up drawings and installation diagram of vinyl sliding glass door: prepared 1000 Tan 202 and tighter Shades (Now U`h O) Rigid PVC Exterior Extrusions for the County} rightrqW 1 Test on 1) Uniform Static Air Pie Test, per FBC_ TAS 202-94 by Fenestration Testing Lab, Inc., Test Report No- FTL L549. dazed 1 L'0 A5, signed Windows and Doors", dated 12AQ8116, on. 12129/11_ oeluct anon for qr a�aarepu�oBes. � product ar�ai fails to the accepted 2 e � t Test FBC: TAS ?'01-94 ) Large Impact per by ega, (r report sealed Idaluns Out P. E. (rest revised on 12104115 and 021I 111bj 3_ Notice of Acceptance No.15-0528.15 issued to`d'ision Extrusion Limited fortheir 'ePt manner the matmotifaestsrexwtlitacurtheexpm a ofsuchteyati andmeAHlmayrrnm sabelyreva�ke, modify, or 3) Cyclic Wind Prems�e Loadingper FBC,TAS M-94 e5_ Teat report on 1) AirInfihiatmnTest, peer FBC, TAS 202-94 "'Brown Coated (Patint�ed or Laminated) R7hit+e Rigid PVC Eztelior Extrusions for suspend the. use of such product or material within their jurisdiction. RER reserves the right to revoke this along � -up drawings gram vnyl stidirtg glass door, 'with and installation dim 0 2) Uniform Static Air Pie Test , per FBC. TAS 202-94 Windows ndow s and Doors", dated 08/13115, expiring on 09130119. acceptance, if it is determined byMiamni-Dade County Product Control Section that this product or material fails to by Fenestration Testing Lab, Inc,Test Report No. FTL L717, dated 12►�07115, *red and . ReportIn,c. 3) Wateet Resistance Test, per FBC, TAS 202-1 4. Notice ofAcceptance No-16-0'712.02 issued to ENERGI Fenestration Solutions USA, meet the requirements of the applicable bin&b* code_ Ibis product is arpprvaedas.dees�crtibed lxerein agdhas:beea designed w comply with the Florida Building Code_ sealed by idatn»s Ortega. P_ E< (%st repast revised can fl21I51Yd cool 02t24116) 4) Large 11+I�stle Impact Test per FBC, TAS 201A4 fortheiir "TAN 3040 and ter Shades ,. on Mlilte PVC Exterior Lighter ("'i ) Exh•usions for Windows and Doors" dated 09115116, expiring on 02104121. �e Velocity including Y 2, Test report on 1) Air Infiltration Test, per FBC, TAS 202 9�4 2) Uniform. Static Air- Pressure Test. per FBC, TAS 202-04 5) Cyclic Wind Fressore Loadingper FBC, TAS 203-94 along p y sliding glass preepaird with mariaed-tt and 1ns<aUatiott d of vim 1 toot, 5. Notice ofAcceptance No. 16-0712.04 issued to ENERGI Femrestratieemn Seolutions USA, eP e DESCRIPTION: Series "�70V2770" mA Glass Door infer �tt•!w o 900 & 131.0 corners-L.M.L ' � t� 3) Water Rye Teat, per FBC. TAS 202-94_ by F� Tt*stistg Lab, Inc., Test R No. FTL 8552, dated 1?.144�'15, signed and Inc. f� their `Bronze and Lighter Shades of Cap Coated Rigid PVC Ea#erl�w- 4PPR0i'AL DOC[I3Ir: "L ]hawing No. hID-5{70 0 Key titled "Vmyi Sliding Glass Door NOA (iMl", Sheet 4) Lop Missile Impact Test per FBC, TAS 201-94 sealed by Idalm nis Ortega, P. E. (Test report revised on 02115)2016} Extrusions for �TndaR s and Doors"' dated 09�/15i16, exphimmg on 041161a'.A. i throw 21 of 21, preparedbymam�a�, dated 14,e05�'I 5 and last revised on O'm..lO D,�2I, signed and sealed by S Cyclic '�� Pressure FBC. TAS 203-04 } ye:1i Loading per 7. Test report on 1) Unifom>an Static Air Pressure Test, per FBC. TAS 202-94 b. Notice of Acceptance nce No.16-0712.03 issued to ENERGI Fenestration Solutions USA, � A. Lynn Miter, P.E., bearing the Miami-DadeCa�tyProdnet Control Revision sbump with the Notice of 6)Forced Entry Test, per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 Inc. for #heir "W�e PVC Exterior Extrusions for R�iadom-s wind Doors" dated �d Acceptance number and expiration date by the i�+fiami-Dade Cmnly Product Control Section. along srrithrmlatlor�l�mp drawings gird i>�allaticmn diagram ofvinyl sliding glass door, preparedprepared} Cyclic 3nc �adimngpor 3 C Wind Pressure Lo FBC, TAS 203-94 091I f 17, expiring out 0128118: MISSnXIWACT RAML G: Lange and SmanhrEtsile Impact Resistant by g gep signed F� T'e>stm, Lab, Inc:, Test No. FTL L�tb, dated 1 l.�t}bJ15, � cult -urp drawings diagram vinyl sliding glass p�epat<rd along with and installation d' of 1 door, 7. Test reports No(s). 10-M492(A), 10-06-M0527, 535751-09, per ASTI�iE-84, Limitations: sealed by Idahmis Ortega P_ E. (Test report revised on 01104/10 and 021211/2016) by Fenestration Testing Lab. Ise., Test Report No. FTL 6638 (samples A-1 thru A-22), dated AST 1929 and ASTNM-635. issued by EKOVA to Vision Ex for cellulosic 1. See table 1 (sheet2)and table 2 (aheet.p forapphc** SGD wit sires,design pe es, minfameinents types, Test report on 1) Air InfiltrationInfiltrationTc~st, per FBC, TAS 202-94 .v. 11 1t9110, signed and sealed by A Canso. P. E. (Submuait+Ard under N04 h11- composite e material3, Buss Types, sill riser (see tables B-1 & B-2, sheets 7-8) and anchor layout sheets requirements in 11 tlsru i 6. 2) Utdoim Static Air Pressure Test_ per FBC, TAS 202-94 0107 04) $ttbmnofeef under �YfJ 4 :Sro..11-Gt1 d �' ifM ( � ) '�. Rigid Waite PVC, Tan (Non-w>saP) Rigid PVC andBroveau coeettid (P irated or laminated) white Rigid PVC to be labeled per referenced N©A'snq _ 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report our 1) Air InMration Test, per FBC, TAS 202-94 S. Notice ofAcceptance No_ 14-0916.0 issued to Kutaray America., Inc. for their "Sencl)-Glast 3. E;grrss4 ope«rabledoars met canipty within= char width or height per FBC regme meat as applicable. 4) Large Missile Impact Test per FBC, TAS 20194 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 (Clear and White) Interlayer". expiring on 07/04/18. 9. Notice No_16-1117.01 issued toKwasay America, Inc- for their 4. Pocket wails sunder separateapprov4 to be r+eviemdbyBuilding official. 5) Cyclic Wind Pressitue Loading per FBC, TAS 203-94 3) Water Resistarlee Test, per FBC, TAS 202-94. ofAcceptance LABELING: Each unit shall bear a pemnaneut label with the mrassa&cturees name or logo, city. state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large M>ssi7e Impact Test per FBC, TAS 201-94 ° Trosifolg• UTltracfe,ar. Clear and Color PUB Intemrbyers, expiring on 07*8119. following statemer. "Miami -Dade Coin+ Product Control AgproInoted herein. along with -'up dnwmp and isstatbttOM diagram. ofvmyl sliding glass d'[7or,pgnred 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 F. ST ATEWNTS RENEWAL of thisNOA shall be consideredafter a remewraai licatian has been inlet and drone has beemnts by Fenestration Testing Lab, Inc,, Test Report No_ FTL LU7, dated I2/04/152 signed and z sealed by Ieialmis Ortega, P_ E..(Test .report reprised on O.r'15116j 6) Forced Entry Test. per FBC. TAS 202-94 along withmarked-up draw�mgs and mstallatiort d�tgraorr of vinyl sliding glace torn, prepared 1. Statement letter ofconformance with FBC-5*Edition 2,014 and FBC-6ftEdltion �i ) change in the ripe bui'id'mg eodemegativety affecting the performance ofthis product. TERr!►MATION ofthis NOAwill 0I attaerlhe expuatm dateor if thete hasbeea is revisit n or change is the 4. Test report can 1) Air men Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc_, Test Report No_ FTL 6337 (samples A-1 thru A-5 , dated (2017), issued by manufacturer= dated 09/14/17, signed & sealed by Lym Milks, PE_ materials, use, an&or ate ofthe product or ptocess. Misuse of this NOA as ail endonement ofanyproduct, 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 12M/10, signed and sealed by Jorge. A_ Callao. P. E. (Subm&ed under NOA 1� 6.11- 2. Statement letter of sear financial ismtoert-A, dated 04/18117, issued by manufacturer, signed & sealed by Lynn Millm P E. for sales, advertising or any otherputposes shall autaum is ally ate this NOA. Fadumto complywith any 3) Water R,es stance Teest, per. FBC, TAS 202-94 4)1.afge MsWe Impad Ted perFBC. TAS 201-94 0107 091 3. Letter of tab compliance, part of the above test reports. section of di s NOA shallbe cause for ruination and removal ofNOA. AD1'ER1'TSE14iE_N'TcTheNOAaumbex'pnacededtbythe words Miamsri Dade Ccuoty, Florida and followed bythe 5) Cyclic 114'imd Pressure Loading per FBC, TAS 203-94 C. CALCULATIONS 4. RER Test Proposal. No. 17-0387. dated 05,�OS117. sigaoed by Ishaq Cltanda, P.E_ expiration date maybe displayed madve.rbsingi�ature If a�nypaAWuoftiteNOAis displayed, then it shall be t) F Entry Teo, per FBC, TAS 202-964 1_ Awl=ve,�icarion calculationsand stiucivaal analysis, complying wbyhFBC-2014, G. OTHER done in its euticety. INSPECTION:Acopy+oftlisentiteNOAshallbe:providedmthenserbpihema weroricsetistfttaesarld along with marled -up drawings and installation diagram of mn34 sliding glass do", prepared byFenesnatioaTrstiugLab,Inc,TestReportl+}o.FTL8�18.datedi2t04+'15=signed and prepared by PGT, dated 12/09115and last revised on 02/15,rl6, mdgned and sealed try Ang,onyL.��,P.E.(S'uainftedunderdl,0-4. e.15I110.01). 1_ Notice ofAcceptance lwTo.15-1210.01,issuedtoPisTIndustries, fiarthrirSeries "5S71O1'277©" shall be available for inspection at � job site at the request of the Bui�ldi% Official. sealed by ldalrms Ortega, P_ E. (Test report � on 01104116 and 02+21116). 2. Gla�g � w� ASTNIE-1300-09. 3'im�[ Sliding Glass Dear (Reinforced) -L-AU-, expirit>Yg os1041Z4121 _ T7us NOA revises & renews NOA9204429.05 and censia t of thispapt i and e3.idencepages E-1, E-2, E-3, E,4, i ; (w- 7 1 � Z A _), I � E.-5 do E-6 as well as approval document mentioned abww_ Ia3aaeq L GLsaaola, P.E. Iahtar I, CLanda, P.E. 7 Islsaq L Ciorada, P.E. The submitted docrumeratation was reviewed by Ishaq L Cbanda, PE, Product Comtrol Unit 5uperri3or Prodaet Cotautrol Unit Supervisor Product Control Unit Super isor NOA No. 21-0208.O.i e Expiration Daatet April 14, 2026 NOA N16. 21-0205.03 Expiration Date: April 14, 2416 NOA No.:1-8205.43 Expiration Date: April 14, 2026 NOA No. 21-020, .03 Expiration Date: Ap6114, 2026 / i�"+ • % 4 n.L. Approval Drat*:Marc* 35, 2021 Approval Darr: March 25, 2011 Approval Dates Mareb 15, 2011 Approval Dace: March 25, 2021 Page 1 E -1 E -2 E -3 PGT Industries, Inc. CGI Windows and Doors, Inc. PGT Industries, Lug. NOTICE OF ACCEPTANCE: E17DENCE SU1B11riI 'M NOTICE OF ACCEPTANCE: EVIDENCE SUMMED NOTICE OF ACCEPTANCE: EVIDENCE Si�BMIiTED 2. Evidence Submitted under previous submittal E. MATERIAL CERTWICATIONS (continue) 3. New Evidence Submitted 5. Quamex Part Super Snac� complying with ASTM CS 18 Thermal Conductivity A. DRAWINGS 0-891 BTU -inn/ hr. fur *F, ASTM F 1249 WVTR Pass, ASTM D3985 Oxygen, -Pass, AS71M E A. DRAWINGS 1. Drawing No. MD-5570.0 RevB, tilled 'Vinyl Sliding Glass Door NOA (LM),,, sheets 2190 I.G. D urabilityNo Fog -Pass. (Subrrritred unde°rpret ions NO4Ii� & 15-0409 05) 1. Drawing No_ M D-5570.0 Rev B. Titled "Vinyl Sliding Glass DoorNOA (I.M)", sheets 1 1 through 21 of 21, prepared by ==facture r dated 10,05115 and last revised an through 21 of 21, prepared by manufacturer, dated 101405/15 and Last revised on 02VI/21- 040.2/20, signed and sealed by A_ Lynn Miller. P-E_ 6. Quanex Part era complying with ASTMS C518. Thermal Conductivity 2.22 BTU40V signed and sealed by A_ Lynn Miller, P.E. hr= f't2-9F, ASTM F 1249 WV'IR-Pass, ASDI D 1434 Argon Permeance-Pass, ASTM E Note: This rev-msim consists replacement of same existing installation sae w with flat head- B. TESTS 2189 I.G. Durability No Fog, AS•IM E 546 Dew Point Devrekgmz t -2.0°F in 48 his. 1. Test reports on: 1) Air Infiltration. Test, per FBC, TAS 202-94 (Submihied under NOA No. 15-061.05). B. TESTS 2) Unifol Static Air Pressure Test, Loading per FBC, TAS 202-94 7_ Vision E� Ltd_ Parts cemmp4ring with PVC-AAMA 303-13, Voluntary Speci cation I. NOW. 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid PolyvinylC111oiide (PVC) Exterior Profiles for Vision Extrusims4, Ltd.-VEX-1 by 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Profile Certification Program. (Submittrd under JV0.4 Na 1 S- C. CALCULATIONS S) Cyche Willed Pie Ltmadiggper FBC, TAS 203-94 along with mmadmd-W &+wings and installation diagram ofall PGT Industries, Inc. 0409.05) $_ Vision Extrusions, Ltd. Parts complying, with PVC-AAMA 303-13. 1. None. representative units listed below and tested to qualify Dowsil 791 and Dowsii 993 silicones, by Rion Testing Laboratory, Inc., Test Reports No_: (Subm fitted under R`0.4 No.15-d#OR 05) 9_ PVC-AAMA 303-13, Voluntary SpedfiW- ins for Rigid Polyvinyl Chloride (PVC) Exterior D. QLLUM ASSURANCE prepared FTL-7897, PGT PV.15520 PVC Fixed 11 endow (unk fi in proposal), dated 09M3114 Profiles for Vision Ddrusiemns, Ltd_ VEX-1 by AAMA Fenestration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resource (RER)- FTL-20-2107.1, PGT SGD780 Aiu miumtm Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program. 2107.2, PGT CA740 Alum Outsw ulg Casement Window (unit $ in prop") FTL-20- 10. Notice of Acceptance No. 19-1217.14 issued to Eta Fenestiation Solution. USA, Inc. for E. MATERIAL CERTII ITCATIONS. 2107.3, PGT PW7620A Aluminum. Fixed Window (unit 9 in proposal) and FTL-20-2207.4. their "Tan 3040 & light shade (non-wltfte) 1AWO Rigid PVC Exterior Extrusions for 1. Notes ofAcceptance No.19-0305.02 iss;Led toKurarar America, Inc. fortheir PGT PW7620A Aluminum. Fixed Window (unit 10 in proposal) dated 07/1320, all signed Windows and Doors", c piriog on 02/04.21. "Trosifo W Uhraciear, Clear, and Color PVB Glass Inter;asers", expiring on 07)OW4_ and sealed by Idalamis Ortega, P.E_ 11_ Notice of Acceptance No. 19-0122.02 issued to Energi Fe neshation Sobsoil, USA, Inc, for 2- Notice of Acceptance No.17-0808.02 issued toKararay America, Inc. fortheir their sCl ees "WIkite Rigid PVC Exterior Extmsieus for Windows and Doors", a gwing on "Sent+} Glost (Clear and Rluite) Glass Interlatyeie, expiring on 07/04123. C. CALCULATIONS 022823. 3. Notice ofAcceptance No. W1106.10 issued to Vision Extrusions Limited for their `BroRn 1. Anchor veiftcatian calcuubti m and structural analysis, complying with FBC 7�k 12, Notice of Acceptance No_ 28-0203.03 issued to Enesgi Fenestration Solution, USA, Inc. for Coated (Fainted or Laminated) MWO Rigid PVC Exterior Eztr adons for Windows Edition (2020), dated 04/1-2/20. prepared by manufacturer- signed, and scaled by their "Bronze & Hht shade cap coated ""'bite Rigid PVC Esurior Extrusions for and Doors". expiring on 09/30/24. AnthonyLymn hfilles: P.E. Windows and Doors-, expiring on 04d16r25. 4. Notice ofAcceptance No.18-1106.11 issued to Vision Extrusions Limited for their series 2. Glazing complies with ASYME1300-04,-09, -12 and -16. "AT 1000 Tan 202 and lighter shades (Non-UV7tke) Rigid Cellular PVC Exterior F. STAM EItwTs Extrusions for Windows and -Doors, expiraag an 12129/21. D. QUALITY ASSURANCE 1. Statement letter of conformance to FBC 76 Edition (2020), dated 04,U20, issued by Miami -Dade Dint of Regulatory and Economic Resommrcees (RER.), mastufactuzerT signed and sealed by Anthony Lynn Miller. P.E. F. STATEIM NTS E, CERTIFICATIONS 2. Statement letter of no financial interest and of independent, issued by mainifachireer, dated 1_ Statement letter of conformance to FBC 76 Edition (2020), dated 02101,21. issued by -MATERIAL I . Notice of Acceptance No.19-0.30_+.02 issued to Kurruray Aga, Inc. for their 04/18✓20, ! 3ped and sealed by Anthony Lynn. Miller, PE. nanufacturer,signedand sealed by Anthony Lynn Miller, P.E. "Trosfifolt U It racfear, Clear, and Color PVB Glass Intertayers", expinig on 3. Private Labeling Agreement document between PGT dated 0313OV15 and signed by all 2- Private Labeling Apmnmt dated 03.M i between PGT Industries, Inc. and CGI 07108/24- involved parties Windows and Doors Imo:., signed by Dew M. Ruadr, P.E.. V.P. Enggmceting, on behalf of 2. Notice of Acceptance No.17-M&02 issued to Kurarax Amer ka, Inc. for their both comp "SentryGbtst (Clear and Knife) Glass Interbyfn", expaing on 07/04123. G. OTHERS 3- Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their I- This NOA revises NOA# 17-042 (L06 (PVT w1CGI) and updates to FBC2020 (74 Editions G. OTHERS "Brown Coated (Painted or Laminated) a' he Rigid PVC Exterior Extrusions expiring 0421121 _ 1_ Phis NOA reprises & renews NO4# 20-0429.05 (PIA w/CGI), expiring 0411426. for Windows and Doors", expaumg on 09/30/24. 2_ RER Test proposals #19-1155 dated 01110120 approved by IshagI_ Cllanda, PE, eq ing 2. 'The current associated PIA CGI file. #21-0205.01, expiring 04/14126. A. Notice of Acceptance No.18-1106.11 issued to Vision F amsisions, Limited fox their 04/1421- seeries "VE 1000 Tarn 202 and lighter shades (Moat-Whke) Rigid Cellular PVC � �;1,,� � � , �` �� h,L, � Exterior Extrusions for Windows and Doors'. expiring on 12/229/21. 1 �Lroe+ � � � �r n � isLnq L Ciaaada, P.E. Llaatq L CJ,sawla, P.E. 1ya4L Chanda, PF. Product Control Gait Supervisor Produt Coubvill Emit SaperTisor Product COn.tral 111Jae3t Supervisor N OA No. n-0205.03 NOA No. 21-0205.03 NOA No. 21420603 Expiration Date: April14,1016 Expiration. Date: April14,1026 Expiration Date: April 14,1026 Approval Date: March 25, M1 Approval Date; March 25, 2021 ApprovaI Date: Marel! 25, 2021 E -5 F -6 E -4 August 10, 2022 N to CO O U O N O� 0 O N C O- CD -0 0- .� M to N 0 0 tom.. C 0 �y O cD LL 0 .� cn N O ca- .c .10- tZ Q Z W ■ . V r� d 0 W 01 N e-- :n�x o _N O � N ¢� O Y =L r a) E o � � 3 ; M W Q) z, L., � c o to C1 C E O O ai cj O Z n cla CU > O > mL CL 0 Q L U L_ < (1) V CU m Q 0 i w Z Z Q J a_ MIAMFQADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) W".miamtdade.aov/ec000mv Cast 1. A. -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 DRAWINGS Cast -Crete 3. A. USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 DRAWINGS Cast 5. A. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 DRAWINGS Cast -Crete USA, LLC 6324 County Road 579 Seffher, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " SCOPE: "Cast - Crete 4 ", 6" & 12"Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables", .sheets 1 through 3 of 3, last revision dated 06112114, all This NOA is beingissued under the applicable rules and regulations governing the use of construction materials. ' pp gut g g Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08/19/14. The documentation submitted has been reviewed and accepted b Miami -Dade County RER- Product Control P Y tY drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and B. TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-52 9-94, prepared 1 None• C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and • 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels "Precast D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. 1. None. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig APPROVAL DOCUMENT: Drawing No. FD4612, titled and Prestressed Lintel Details", sheet 1 of 1, "Cast 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled -Crete 411, 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Perrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 Edition A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, by Craig Parrino, P.E., dated March 24, 2003 and .Drawing No. LT4612, titled A. DRAWINGS B. TESTS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by 1, None. 1. None. County logo. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1 None 1. None. change in the applicable building code negatively affecting the performance of this product. B. TESTS TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS D. QUALITY ASSURANCE materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. 1. B Miami -Dade County Department o Regulatory and Economic Resources RER). Y ty P 1 8u ry product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with I. None. D. QUALITY ASSURANCE Q any section of this NOA shall be cause for termination and removal of NOA. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS F. OTHER be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08/08/17, signed &sealed by Craig Parrino, P.E. shall be available for inspection at the job site at the request of the Building Official. 1. None. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above, elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pr uct Control Section Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor 111J� ,/� /�% ./�✓ NOA No. 20-0630.15 M= `" �J /T �Yt"'6✓ NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 U Approval Date: 08/20/2020 Approval Date: 08:/20/2020 Approval Date: 09/20/2020 Approval Date: 08R0/2020 08 2012a Z-o Page I E -1 E- 2 E-3 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 611& 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. { C>Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108,117, signed & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-5 ty N _f__ to CD _ CU O (D U .� a) a O 2 .& cD U -0 - to N 0 "E C 2 tv CU 0 O CUp U_ � .Cn NL O O CU CL CU -0 .- 4­0 C CX Q a z z W J co d� 2 CV e= o qQ �u-a �o N •^ c d N � E 3 � � y m .sa u m tnl R M E .v o a u i 0 a.i CD W CU 0 L Q U 0 August 10, SHE T PA 1�5 - _______.L_ I L!-I-jr I /y — \c I ILI ECO Im ERODU I &VALVAnQN1tLI!Q1M2LU_2Q4U= 2 ­ ­ .- .F 3 _"16. /I ECO PRODLIC-111TVALI-ArlIONREMORT30. 211,1=112 2 PRODUCT 1l!VA1,U&TMftDXZQR12W_2JA= 3 ILI INC\ - TILLIT TESTING 11111, EMINEIRING COMiWW ­1 1. WA -Tr—HR _k T7LLrr, RL, P.E. -,.1 22-M-T RE PORTS: Large missile impact and fatigue load left were performed under Protocols TAS MMEWAL CHARACTE IL ROTMIAND ClIFICATIONA& Shall be strictly In accordance with General Notes and Components Indicated on TILLIT TESTING A ENGINEERING COMPANY . __ ___­_­_..._ wALT&X._riuJT,'&, 2,2- TEST REPOM Large missile Impact load tests were performed under SSTD 12-H standard as 5. INATALL&TIONs Installation shall be performed strictly in accordance with details indicated on "=.0 44-167 201, 203 as per section 1626 of the Florida Building Code. Unftrm static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P. E. D.), drawing rx, tilt000@Bol.com PRODUCT FXALUATION REPORT ".PX UvImAIN,, 44Ld? per section 1609. 1.2 of the Florida Building Code. Uniform static loads as per sheets 3 thru 8, 12 thru 18 of 1 8. of Prod uct Evaluation Document (P.E. D.), n C & U_ M. 01106.1 IT, as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No-20-176. Anchor specifications shall be as Indicated on ishoeft 1. 7 and 21 of ILCA, LKWORT %..:hWyf9 Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing drawing No. 20-173. Minimum separation to glass shall be as indicated on Testing, Inc., Reports # 96-Seg dated 08/0911995, #9&5TO dated 0911811996, 26, of Product Evaluation Document (REM.). drawing No. 20-17111, Lab of South Florida, Report # 0814.01-Di dated 03/11102 witnessed by William sheets 3, 6, 13, 14, 1 5, 15 and 18 of 18, of Product Evaluation Document PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three sIgned and sealed by Hector M. Medina, P.E., Fames"Ition Testing Laboratory, Inc. reports # 2032 dated 0411611998 and REPORT NO.: 20-0727.02 R. Mohner, P.E., Borlz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 26, 2009, signed and soiled by Edrnundo (P.E.D.), drawing No. 20-175. # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. ONS AND CONDITIQNS OF Uff. DATE: July 27, 2020 Largaespods, P.E. and Henry Hattaim, P.E. Large missile Impact and cyclic REPORT NO.: 2"720.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, loadings per Protocols TAS 201 & 203 as per section 1500.1.2 of the Florida tMATMAL CRARACIERISMICS AND SPECIFICATUM DATE: July 28, 2020 P.E. and Henry Hattem, P.E. 7.1. Shell be strictly in compliance with General Notes No. 1, 8 Vn 14, indicated on shoal I of 26, as well as General Notes # I thru 4 and I 1 thru I 6, indicated PRODUCT CATEGORY: Shutters Building Code. Test Report prepared by American Testing Lab ofSouth Florida, Report No. 11 23.DI-10, dated November23, 2010, signed and sealed by Julio E. Shall be strk* In accordance with, Gen" Notes and Components indicated on sheet 1 and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No. PRODUCT CATEGORY: Shutters. Tensile test report No. DCM-197 by OC Metallurgical, Inc., dated March 13, 2009. signed and sealed by Frank Grate, P.E. on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT SUB-CATEGOITY: Storm Pariels Gonzalez, P.E. 20-178. PRODUCT 111111US-CATEGORY: Storm Pomels LI-RRUCTURAL ENQth[EE8ftQ9ALGUL&TMM , prepared by Tilteco, Inc. and signed and sealed by Waiter A. TOIL Jr., P. E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAMIE; 24 GAGE GALVANIZED STEEL STORM PANEL Tensile test report No. BCM-198 by OC Metallurgical, Inc., dated March 13.2009, signed and sealed by Frank Grate, RE, as per ASTM E-S and Tensile Teat as Anchor specifications shall be as Indicated on sheet I of I 8, of Prod uct Evaluation Document (P.E.D.), drawing No. 20-175. PRODUCTNAME: 20 GAGE GAILVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind load and panel defflned on section 162U.2 of the Florida Building Code. per OC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed and sealed by Jerry Jaclofano. P.E. as per ASTM E-R. . MANUFACTURER. QWnI PraMon EMMIGUIL" length based on rational and comparative analysis, and In accordance with section 181 0 ofthe Florida Building Code. Calculations prepared by 7111teco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and MANUFACTURER: Global P 4800 S.W. 51 Street 2-3-MU!:TURALE GINEERINZICIMULAIJONSe 7-1111111111TATIO RAND CONDMONS OF USER 4800 S.W. 51 Street Davie, Flodda33314 dated 11/03/08 and 03/12116, signed and sealed by Walter A. Tillit, Jr., RE. wood tam* structures. Davie, Florida 33314 On 24 Gap Galvanized Sleet Storm Panel for maximum panel length va, de*n 7.1. Shall be altrictly In compliance with General Notes No. 1, 8 thru 14, Indicated 1. PURPOSE OF EVALUMION, I MISSILE IMPACI RESISTANCE. Product Evaluation Report props red by Walter A. Tillft, Jr.. P.E. (Florida License 1. PURPORE OF EVALU&TION: wind load, as wall as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with on shoat I of 18 of Product Evaluation Document (P.E,D.). drawing No. 20-175 prepared by Tlftco, Inc. and signed and seated by Walter A. 711111. Jr.. P.E. This is a Product Evaluation Report Issued by Walter A. T11111t, Jr., P.E. (System Large missile Impact under section 1826 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CX0006719), This is a Product Evaluation Report Issued by Waftr A. Tllllt Jr., P.E. (System section 1804 of the Florida Build Ing Code. Colculallons prepared byTiltsoo, Inc., dated 12/1 SMO, and OM7/13 (lbr this revision), signed and sealed by Walter ID # 190a) to the Global Protection Products, LLC, Rule Chapter No. ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. A Tillit Jr., P.E. 7.2. Product shall notbe Installed within HIGH VELOCITY HURRICANE ZONES 01 020-3, Method I 0 of the Florida Department of Business and 4,, V0140 LOAD$ RESISTMM ,%k%%I"AII4N##", 0, �!.1144�� � 61820-3, Method ID of the Florida Department of Business and as defined on sedlon 1020.2 of the Florida Building Code. Prollessfainall Ragulaillon. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind �J 'Ti� J��.-`\�C,EIY­` e I .1, " js�p . I . - N Professional Regulation. 3. MWILE IMPACIAMITMCM 7.3. Product shall only be Installed into poured concrete, concrete block, and This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall bear. Indicated on shofsts$, 10, 14, 16, 16. 19. 25 and 26 art 26 of Product Evaluation Document (P.E.D.), drawing No. _­­ I -.1 % I .. ,::� --4- i��. 44167 1- This product Is bein _g Issued an Evaluation Report as described herein, and has Large misaille Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. wood frarm structures. bow veMW lbr compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verity that the product Is lbr the purpose into nded 20-170. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 1 1. , ".i %* .* - I . �, &,Wz- r ,Z%p-�_, OF been verillid for compliance In accordance with the 2020 Seventh Edition of the Floddo Building Code, and to veft that the product Is for the purpose Intended Product Evaluation Report prepared by WakerA. T1111t, Jr,, P.E. (Florida License at least equivalent to that required by the Cbde. 14, 15, 1 7. 18, 19, 20 a and 26 of 26. Of Product Evaluation Document (P.E.D.), drawling No. 20-176. S ..4;6tr - I .1 I/ -[ - Vn;... FJORID11%..,. at least equivalent to that required by the Code. 4. MND LOADS RESISTANCE* No. 44i 6A President of 711teco, Inc. (Florida CA4M71 9). This Product Evaluation Report shall be subject to revie w and revision In case of a BuRdirV Code change that may affect b limitations and conditions 5. INSTALLATION, , , *�- ­� � r�.' * - - Nk� rs %, S/0 I A 4 7/0"11111111111% This Product Eve luation Report shell be subject to review and revision In case of a Building Code change that may affect Its limitations and conditions 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas lndirAted on shooftS, 9, 10, 11, It 4111110 I A."I'l Installation shall be performed strictly in accordance with details indicated on WWRILL 12 and 17 of 18 of Product Evaluation Documord (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing 1. .... . .1'"i" . , 2. EVIDENCE SUBMITTEM 2.1. PRODUCT EVALL1nON_DMUMEn(EX." shoots 3 thru 7, I 0 thru 2D, 23, 24 and 26 of 26, of Product F -valuation Document (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as D�`i TILTECO ADMON RIECOROG I P. E. REPORT.20 kOLOM PROTECTION PRODUCTS, LLC 1 20 19AGE "YAN90 STT:EL STORM PANELkORWGTS20-1?B%R5poRT#2"n"J 2. MDENCE SUE1111111117TTED! shall be as Indicated on shoots 5, 9, I 0, I 1, I 3 thru 16 and 18 of 18, ofFroduct Evaluation Document (RE.D.), drawing No. 20-175. I . I '%., CD .. -_,... * � _/__ . - 7 I. Drawing No. 20-176, Ittled "20 GAGE GALVANIZED STEEL STORM PANEL", shoots 1 thru 26 of 26 prepared by T'itteco, Inc.; signed and sealed by Wetter A. Tillit, Jr-, P.E.; dated 07128/2020. This is Indicated on shoots S. 14,16, 26 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-ITO. 2.1. PRODUCT EVALUATION OOCUMENTAP=, Drawing No. 20-117111, tffled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 by"nIteco, Inc,; by Walter A. 24 Gage Galvanized Steel Storm Pariall has been vertfled for aide compliance to work as a non -porous storm shutter assembly, as per SSM 12-99 Standard. 7/0, : * .* WAnU — P *id " GE D!� TILTECO AQUON RECOFI IIp, E, REPORT.20 k QLQI�AL C �p , L. " I GALVNMD MU STORM PANEL IIDRTYG#20-176� W Fn Kin S 011 - drawing an integral part OW001181 Evaluation Report, IF$ 0 & N ,- L#A��fk A. tj I Lp� .. ...... j�. o I , , ­ - - #*... \11N -. ENZ� %W19411141411% TO ,,� ,% No �M ; T/44/ ; . I . ... .... ,/ IN � 0, \ZEN4_1-7r . h ."\. K. prepared signed and sealed Tiflit, Jr., P.E.; dated 0712712020. This drawing is an into ROE 0 R7 *,#V 1 a Evaluation Report. , ,k It I r" K X ,..:.,. Z^ .:1, �,'­ ", r -'.!!A I I __. .... ­:­... EN .11. R. �j� .. ... �0 .. !� %L4,516�01* V 0 %�10`01111 , 1111111110 .. .. \,\C . - . 1_�; ��_L �___�Vl` . . — — , ,� ` _/ -, * - No, 44167 - � 11 ,/- . _* I * . ee��* � Z . I � I , __ . ­­ - __/ __ . . . , . -T,'m , ., ; e�l __ . - - ' '��"---� - ' ' .*167 % - - I __� - .r__ - I . I * A 7 2� � 1 2- ,l."o, . , OF 1 OW, J I - 7 , STATE *1% "'IOR10"...- *'P - <-Z�!, - - )�,.EN ar,­ - 17 _�_/f - , I - - -. it ___�---&�m�,. I167 '. -3 , 7/ '��' * .'*! - . - - � " / ".. STATE CiF .., X11, I , , %. - t'i_ ____ I - '1�:7.r , % I'.----- , i�:7 - 7 . I I Z11 * 7/ �* / / I � I .. " .11 ,- . I e .. . � " " 40R.lul,, .. 101 '. . r 1 151-1 . . ,� " S ­ I" '' % . V%1 .; .. ........ ,,�O/ --,. "y - INZ,10NA1, . . -1 . . 4 t , I 19, "40RO, .., '� All ""...."." 1-4-i . . .. .&I N . . "LORIN3 ..*' ** .... ... 6355N.W36thSU,M,Sidw3O3,Mituni.Flori4a33166-Phmc:(305)871-11530- Q11 � I I �,�e IffIfIIIIIIIII 055 N.W. 36th StrI Suite 305, Nfiami, Florida 33166 - Phow: (305) 871- -1531 641V IC I'Mon ", ""'i'l4ili", 11 I 0100001 If 11ijoill I 11 fill% a" NOTIM: 2 3) 09 CAM THAT PKCAST STOW. OR MKCAV CONCRETE PAMELS. STUCCO OR WOW BOARDS BE FCVNO ON THE . SIT � CXSYM WALL. ANCHORS SHALL BE LOW DMP TO MAW THE Mis STRUCTLaTE BEHIND 3" PANELS. � SrOOM PANEL SHIM ON THIS PRODUCT MIATION DOCUMENT (PEA.) HAS KEN VERIFIED FOR COMPLIANCE ,N ANCHORAGIC IKAU BE AS MENTIONED N 11.1) AND IN 8.2). ACCORDANCE WITH THE 20110 (M EDITION) Of THE FLORIDA SAAM CODE mk-Vuam . rC) !oIC/=41 DESM WAID LOADS SOMLL K DETERMINED 03 PER SECITM 1110FOOF 7K ABOVE MENTFOOSEA COCC 104 *00 AS Y TWUIS.4 RS W=ALL THCH! 0 ""o YAPCWM MADWILWJSPUA22M ;_ I 10, ft, .. . - #14-10 PNdU$Alt r[MALL TO AM PANIELMAIT PLUS ANCHORS. AS WAWACrURED Oft [LOU CONSTRUCTION PRODUCTS : ETICEEWILI TAAEC=0, =Z8 ,_,= Mr FOR SHALL a THE UM �111 D.) 006 W=M - 1/4 9 - SCREWS PEN "MS. OESON PRESSUFS RATINGS INDICATED ON SHIM 7 l�ft 12. is, 15. 16, 16 & 20. - ?/14'0 � ble WOOD BUSHM. AS DISTRIBUTED BY ALL PW SCREW. SCOT OR SPECIALTY CO. IN ORDER 70 VOW'l THE ASOAFE CONDITION ' LATIUM OFSKIN WIND LOAN DETERMINED PER ASM 7-10 SHAU K FIRST AI TO AS O� DESIGN WIND LOADS Ff MULTIPLYM THEM BY a 6 IN DIFIDER TO C 1) MHMIM,WI THREADED OWRATON INTO WOOD OFTA"CON ANCHORS SHALL HE I 1/7' AND 2- FOR ELCQ PANOMMATE PLUS COMPARE THESS W/ MAX (AS*) 01" PRIESSAIIE RATIMM NWATVO ON SHEETS 7 THRU 12, 14, 15, 16. It OR 24. AND PANCUME FEMALE 0. IN CAM TO VCRIFY 7MT ANCHORS ON THIS P EZ AS TESTED WERE NUT URN STRESSED. A 33S "M A ^LOU" C 2) W4MV THREADED PENETRATION OF LAC SCREW, "M T1* WOOD rRMOE tW SHALL K t 1/2- No "EMU PENETRATION NVO STUCCO SHALL K ODMIRCERED AS PAM OF THE SEQUINED THREADED PCACYAAT*TL STRM FOR WWQ LOOM WAS W1 USED IN MM MAALYSM. rAPOSM SPWJNC TO WOOD Ka KV4 DETERMINED IN ACCORDANCE WITH HAS. 2010. C3) WIMM FIDAM DISTANCE OF LAO SCREWS. INTO WON SMALL BE AS ONDICATED IN THIS DOW= MM PANWS AQEOLAACY FOR IMPACT AND WOO PnWM= HAS KEN VERIFIED W ACCORDANCE WITH SECT" 1626 OF THE ADM MENTIONED CODE AS PON HURRICANE DOWEADING IN TESTIM0 INC. REPORT 11111-24111. WS?O & 09-7.10 AND CA) MINIMUM PENETRATION OF WOOD SUSNAI SHALL IBE Vir 1/4' 0-20 SCFSEWS USED SHALL Se I 1/2- LOAD I - U FEwsmom Tnim LAB AMC, mommis #2D32 a Ov2s . As PROTOCOLS TAs-2oi, FAs-m2 AND Y%s-aw SHOULD S11=0 EXIST. AND V MINIMUM FOR WALLS WITH NO STUCCO *S WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT! 0WIVAI-09, AS PER IAS 201. TAS 207 AND YAS "3 STANDARDS. C 5) IN CASE THAT PRECW STOW OR PPIDGAW CONCRETE PANELS. STUCCO OR WOOD BOARDS K FOUND ON THE VINSPNOt 2 ALL ALUMINUM EKTKUSIONS TO BE 6063-TS ALLOY Am TEMPER. (UNLESS OTWWWW NOTIC). SEE VIM Z WALL. MCHM SHOOT K LONC EMOUG14 10 REACH THE MAW STRUCTURE WOO SUCH PANELS 44040RACE SHALL BE AS MENTIONED IN C, I) , C2) 0 C4) 3 ALL ALUMINUM SHEET METAL USED A? CLOSURES SHALL kFFE 3105-1414 MAJOY. (0) AMCHM SMALL IS ONSTAUED FOLLOWING ALL OF THE MECOWWNOAT04 AND SPECIFICATIONS OF THE ANOM'S MU%WMTTAtCA 4 ALL STEEL SMEV! METAL POO" SHALL HAW STRUCTURAL QUAVITY STUL ASTM A-653 CRADE -4 MINIMUM. G-110 OAL%WUM STEEL CIESIONATNON */TV. BiLS M, tAFTER nOLLCM 91, PANELS MAY ALM K INSTALLED MORWOMMLf FOLLOOK INSTALLATION DICIALS boom ON sErnom 3 TAACUGFF To (STWEYD * tWROLOOH 6) VXCIFIFF THAI HEADERS MAI 0 VOU NOT K USED 3. ALL !ICAM TO K VAINUESS STEEL 304 OR 318 AISTI INUTIn OR CORROSION RESISTANT COXW CARBON SIM AS PER OW ONIS W 414 III, SHALL COMPLY W/ FLOSW OLKO" CWE AN YIELD &7W4TH AND SID hSI TEAM IFFROF 1 11 SMALL BE 1W RESPONSIBILITY OF THE CONTRA" 10 VEAVY THE SOUNDNESS OF IMF STRUCTURE WHERE SHVITEIR IS TD BE 11�50 SFCrION 2- .3.4. ATIFACKED TO INSLAIE PROPER ANCHORAGE TOM SHUTTER SHALL OKY RE ATTACHED TO CONCRIETIC BLOCK OR WOOD FROAOF VUCDMM 6 BOLTS TO K ASIM A-307 MIIANIZED STEEL. OR APSI 304 WKS STAft= S11JEL. WITH 30 FAW tON"N YW Sllffwmx� 10 EACH FINIGULN't STORM PANEL WM LVATTIAS OVER W-9 THROUGH t2'­,1% AS PER SECTONTS 0, 9. I & TO AND ALTE04QMM VA, 7 ANCHORS TO WALL DOW BE AS FOU.0415, SIR OR IOW ON SHUTS S, 6 FIT 12 PIESPECTAIELY. SNIRA K011 A LEGW AND READILY V&Wt WJMMC INSWLKIM OWNER OR TMW TO SECURE POTN" WITH APPLICABLE REINFORCEMENT OUVITHID PETITION Of HURRICANE! WARNING (A) tQJaloMWLf99JQ_t2rJM I I THE INSVII.LATION CONTRACTOR IS TO SEAL/CAULk ALL SHUTTER COMPONENT UTM WHICH REMAIN IN CONTINUOUS CONTACT WITH 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY ITV BUKM, PIC (M. 1`­31 02 ",) THE BUILDING TO PRICKIC WND/" INTRUSION _ ,/4* 0 , 7/6 * Ckg-ft ANCHOOM AS MITHOACIURIED BY OCIAMILT 14C. (MTN. ?*0-3000 P*L) - 1/., , 3/41� SOUO­U7 ANCHORS, AS DISTRIBUTED BY ALL PONT SO", TOORt & SPECIALTY Go 12 STORM POPIEL INSTALLATION VL94L COMPLY WITH SPIDCS INCICAICO IN THIS O$tAWAG PLUS ANY BUILDING AM ZONING PWOULATIONTS (min r..,= II PWMW BY THE JURISDICTION WHERE POW It APPLIED TO - #14- 10 PAWLMATE IFEMAII TO & PAN91MATF PLUS ANCHORS. AS MA"ACTURM By ELCO CONSTRUCTION PRODUCTS, 'too 1. I­3330 pa.Q 13 (4) THIS PRODUCT EVALUATION OOCUMEW IP I! D) MIEPAFMD BY DO ENCROCEIR 4 WOOK A140 DOES MOT PROMITE INrOMRAt*N _ 1/4 . 0 CIF TAP-01111P ANCHORS. AS MANVACIURED By 111U-FAST COW"ArQN (f'­%O0 IF.".) FOR A SITE SPECIFIC PROTECT. I@. WMM THE SnI. COOKATONS OrMtf rMW T14E P E.0 AT) mum EMBEDMENT or TRACM ANCHORS, wro CONCRETE SHALL K 1 3/4': 2' FOR PAMELIARIf FEROU (6) CONTRACTOR TOFSTE RESPONSIBLE FOR FOE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFM Or THIS PRODUCT Dow ON "a 1, 0 "GIADED NEVSHE DOES; HOT Cowlt TRW THE CONDITIONS CaALCD am THIS wumm 0 AM PANOMALTE PLUS AND 1 i14- FOR CF TAP-OISP M04ORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RCIPOWAKJW. A.2) C41.14-IN III SOUP-SE7 ANC4$M MOLL HE [WEMED 7/8' INFIC THE POURED CONCRETE NO EMBSOMENT! OHIO (�) THIS PRODUCT EMUK11004 DOCUMENT 411111 K CONSIDERED IM4AUQ IF MOW" STUCCO SKILL OF PERMITTED 1/# * 0-20 SCRE" USED SHALL K 1 1/2' LOAD MONUM SHOULD STUCCO COST. � 40 I' MOORKIN FOR WALLS WITH STUCCO. AND MAY Or NEACED, SCONEWS OR ALL YMWADED SCREWS W/O WAD. (d) SIR SPECIFIC AMXJM SHALL K PREPARED 91 A FLOM= REGMTEM ENGINEER 00 ARCKIIVCT WHICH WILL BECOME THE an WITH WOW Wits EMMM Or RECORD ([.OJL) MR IFIE PONWECT AND WHO TAU. K ROPORSW 110* THE PROM USE OF TW PIC. EWWJW Or RECORD. ACTM AS A OELMTED EATO&W To TIME & 3) IN CAN THAT PP=AST STORE. FORECAST CONMETE PANELS. P*VM STUCCO OR FROOD MODS RE FOUND ON TWI PEA. ENGINEER, SHALL StOM ID THIS LAMP THE SRE SPECIFIC OAWNGS FOR NEVOIEV, DINITINC WALL 00 MOCK ANCHORS SKALL K LONG ENOUGH TO MACH THE MAN STRUCTURE KHM SUCH PANELS WAORACE SIM" RE AS MENTIONED AN A I) AND OF A.2). (0) THIS PC 0 SHALL BEAR THE DATE MO CARDINAL XAL AND 50"nft OF THIL PROMSSIOMAIL ENGINEER OF PETM WX PREPARED IT (S) !Coc%WING CONCRETE .f��� /4' 0 TAPCON ANCHORS AS M~ACiUFIED IST I T OR SULM, INC. 14 SHUM MANUFACTUII LAB" SHALL BE LOCATED ON A READILY YMOZ LOCA`n0h AT $TRW PANEL SHVITER IN ACCOIRDANCE FIRM SECTION i7oo.9.3 or n(TITICA SWILDING OWL ONE LABEL - I/V 0 * 7/3" CALA-M ANCHORS. AS WI#XACTUOM IN DEWALT DOC, (IFFM re;1500 P.A.) SHALL Be PLACCO FOR rA'" OPENIONC LASELING TO COMPLY "H SECTION TICS 9 2 OF FWE X - 1/4-8 3/4' SOUD-SEF ANCHORS. AS OMIROM BY ALL PON? SCREW. UOLt SPECIALTY 00 FLORIDA sLo.am CODE (014. 1. -IWO V..i,) 0 . - fl*-$ PAMLLMATT FLMAUF 10 AND PANELMATE PLUS ANORM AS MANUFACKNED ITY UZO COKSTRuct" PRODUCTS (mot r..2cwi p,..,,) - ---I I THIS MOW WALL ONLY BE USED To OBTAIN PERWIrs #I THE STATE OF non" I UN-01111S.. , - , 14* a CFTAP-CftP ANCHOR& AS mANUFACT0040 BY TAU-PA&I CORPORATITUM C. :, .... ...... ... \A 8 1) MWMM EMWXOO Or TAPOON ANCHORS. E= PAMILAUTIES AND OF TAP-OFMP ANCHOR. 1410 I O' , niONDA BUILDING CODE (114119h Volocify Hurriec - --- - -_ BLOC$ km swi or I 4/4-� I * . I , NO. 4 . 167 %.. .wo ALIOX, Wet I 20 CAW &ALVAN= STEEL STIM PANEL I 9.2) CALK-F% AT SOUD-SICT ANCHORS SHOLL BE EMBEDDED ?1r INTO FK CONCRETE MAW LIMIT WO STUCCO SHALL U PERMITYU, 1/4- TO-20 SCRIM USED SHAU VE I f/2- L�ONG iWWMVM . . EXIST. AND I' MINIMUM FOR WALLS IMIN 40 STUCCO. - , . - - ) - - " - - __ I / III hirt=7\ *M, ITOWMCM Pitobucts, UC-1 , SKM a 714 � , ,/21 J 1/4' 1 -I ___ ! =i,!A1%111gO E.D. � : KOLMM � ; . a � " 1\\1 , �_,M,k,A-' I �T. wr I I 9 TWA It ,!`=""" I I = � , i . I I I I I I i lif I I _(D - I /,V'�, 51 �Y/,li I T '%'A/, I - E. I ID, �` S V -7. I I I I � I i " OR im REQUIRED ,, ..d It Iff Me" ;1 = : . � DI 1 1 - ­ I J OW43M ANCHORS I. —..&/ - - , �4- - (D- = o" 94M a r4muem 9) WALL-191IMM wm,� INSTALLATION DETAILS FOR REGULAR PANELS(I & (Q INTO EXISTING POURED CONCRETE OR CONC E BLOCK STRUCTURES calmax oicmm (M scmmu am ANCHORS V DOWS I raww 9) fm wmuu ON - � . SHIM" 0 DOMINION 0) ____.1.D_ CO.O" A.CHM I I � � (M 204m" IN � ; =�, , tNwm POURED I SW= a ?IVAXM , I D A, W SAUDI, I � I ..--- - I I -11' Mk,.- -1 I '. _ E-LAI-Q111127 11� , . I ! t_i _V` I _�� , .,���� It . ,�: '* I .-( .- � - - -,C .FM &. -Z i7w. Ars , "T, OF IT, . , 11 I i :: - � ., I 4, 1 - I , I I ­ - ... X ­ I 1. ___­ A � I 1 1 , I 11 a ... I I I I t 9 , 0� ; 11 gr i . ,I -0 'i I ILA Z Dorm POURED , � I q I, . 1�� � : T I 00�1 � , - I I I --- . "' � I ­� �41 - AVV. I , " i , ,\- ,� � , I .. emw STUD 0 9 �\",�,,�', I , . -1 - see a i A i it 'X 0Z + . 12 ,/rat I I" IAAR %V_ - i -0 - : ! `% M _(5) ja 1 1 . — -.=-- i 1 so wm (3) X-J., I im I � . 4 � � - - - . I I i 9 -.-F-A . - , - I I '-- i I ! , , i I ,� (�', I I I ; __ � ,f.- F I ! I i I I I I I I I I I ! ! 9 ".,", - I I 9 i 'I _ 4%W. FI� I : & , I MW WA 0 1 : . 16., 1 12 t1r TFA ;, =&—go- r-6 ! Itil'i - __ . I CONCRETE BLOCK 7 7M,77 �, �,�--,�,�,-,�,w,��,,.,,�;"\�.�,--, 97 RmAc' It C - \ CUT04 paw .. OTT = .. I, "' 9411130 � CONCRETE "CAM " L ------- t 0. � cocim AICHM " I ,- I . (M K$Mm" am , Mgm. 1.12" Z-S) "�r OGM 8 tODAN 1) CMLM &A to, MOUNTIM IL .4 m; r--V.-. --- -- - _ � __ . - 1 -.100 Wrr I - o I li",Om - 1 04am 1 1 1 1 1 . f I .11, - WE. I i C_ I ; 79 'Ir at , I ! -7-77777, I&F-777777'. _11�- ,-_, ,�, =`C`M'_J`/,. 11 REOLRM. ,__:t ___r.A__ - I E? i _=_ 9) "I CMUNG AM AM MOUNinma . 0=%,?. A OCEN,� 7 M �tiol�-lii,iff.'�t 6w,��11',,- ­�!,� I , 1i ! OF It Ilr a Oz � ___ - ... ,� I , i � ;� =POURP, 10 ' 0, . ro"CREFTE �­ ROXAM I Tr 0. 10-1____i;_K0 \ Im I I I " Ilr Q� :1 - : . ___ __.. . _.... I �� _ig " �.. I L "., V. � 4 . . � � - 6 i) C�IIVUW "M "a IFOSAU 0. .,I. won a "Sia" #) mm"a-M ilia = mou"M tm,# E.O. - am cap= ism SCHEDULE ON SHEETS 5 a 9) NOTE FOR TOP SO = =CANK COMBINED IN ANY WAY TO WT MY INISTALLATION I �, a" 1111TAIDD. Oftc. 11LIECOISSIS ;� 20 UK GALVANM SIM ROOM PANEL "'W PROM GLOM MTMTION MMUCM U.C. 11� "'Wit"0F Ill I , ) — N. .& _�_A . A FOR JLA!E"Jrq .. "� ­ ___ __ FOR _, _ (ITH) - (SCALE 1/2-I-) 1 ____ _,_______ __ - __ - - _____ -­5,1W(WKVM7TH) ---. ---- - - - _ -1 - - -_ - - -_ IS iW (TOTAL *WW)- - - ­ - -... - ­.. ­ — . __ - - 12100. (EMCTIFOE VMTM) - - - - - -- --- --- -- - I I � ­­ ­ ­41/4- ­ ----.--. .1 ! i I rl- - __ __-, llw_ ____...,..­-­_ � � � 1-1,3?0'- 1.3W 7 - 1.3pal -- *%AW ; , ^," � � � e i3w-,;,� 'T I I I'., . �4� 5 I i - _-%.MO- I., IDIOM* W" TAU . L , ., I'- I ::6 , , , T ------ T. -Z-- I - "%WAM SIM 1 I li", ..- I ` — / , < I 1� 1, �� AM A-4m I ,�, < - - T - � , �N` , `i7 1, . F it ik _(& ,.(AT* O-Ox- LOU Ot" "W I , f., , ­0 2.Swr ! , "'V .11 *­ . 1�_ — . , i am" to OCTAL AJ , / * / I I '.1, 1 C-40 COCIE I T I / "A"W"Une SIM I. *11 yp AS110 &-W LOW �, � , I HEWR= TYR , . OFIETAIL A_� - - 1W I IDIDE i a 1\� 0-00 QALV — 1 46Z . 1�1"- A / IT , 4111.0' , � 7 - ", - - _'_ - - - - - _', ------- - ,'�,�,. - -1 I. . - -,-. �w . . 1. - ­1 ------ I I _­1 � ---,-- _ - - -_ 6,25V------ — - , - ". XW, T STORM PAN (1) END STORM PANIEL ­__2.ISr----- 4 7 Tor -�-- , I.iw --------I - 2.167' IS INC LOF, , . � i, ,, 123, - OW-110. .12r Mii� ­ ___ - , - "IDD, %mot- I -1 1.750:,- %:",& SWAM 750 We WAt" WX -, "�,-` , i I Aw _L.P _` I STUD WAM 11. ITUO OKU I � - It a ; I 5 .1 �wr I - , "_ . I ! To AHOUT 0 - F . - � �, ,-,' 4 �� - -_ . I IM" " &QA@` 3.37!r 100"Ol t 1 043, - �7 � f I /V.* f2 Ilr or- I I - � Ver x9r , 2.116. ptia). I.Ioo. I ISDT- � �, . __ ,- - . 5. '012: � IMIAL I ! , Air sit , 40*" I.- . 2.1 - U,L 375� , Jn4. 01101. I , 11� , I , f I— i �` J - - " .3 .1 I L" F I ITS. � � I I a & ' L.J ISOMOM VIEW WTAIL A . .,W- -1 CNN Jr< - - __ r M.. L '' - ----- - - __," - L -24CO, - � �_. __ Romn cow" 0 ENDS Of PNCL'S � A .,!:- END Lip W/ "DAM DOE. IS, U" HEAM 14 @ AWLIE WM (N,T-S) (i) *h' ltrA= @ I (�) AN= I Itryum STUD F - ' — 1 VAFAU — = - f� J I/t* & 2/14 . .374' .374* - � - - P - -OW � .?SO` - T 4' - J3901 -VIAMNILOM I � 4 .1"..-� _f�,, . f 1/*,* 4,+45i ­F 6" �� I T______� -1 � " , i I i __ L _ ( __­ I I '� . �%s SOLD Toom To L i I i.447'4,0113' - .37V . " 0 f__ f - I - _21% X4 mm 1 US* 1 . , ­ :: ­� 460, ~ 0 FIT I� 0 r - - --f I , � ... . .. ,�; ~ 0 FIT 1/2* 0 � i 1.67l'! 1.671* ",Ol I I i J____i__n ___%IiO_ 14AU* ,.eOC­1 � a's - . .1 i 003, J 1.3 1 43" 1 1 . I 0,15- L I Nk- " ! ' L ___ - I . % 7% LOCATION A? i� i ==_,f -_ i - _.__ , . . - I I S Po"DRE 0"~ .07 31 t.-J. L ow I_ ___1 I I . fik low* _� _-...ift4 , I . .112s,* 7.m- C�) KEY Him waurs T - 2AW L, .- I ) � - 7­0W (�) 'r- TUCK ANGLIE 0 34r "r TRACK Q) FLAT PIMFO ,..M. WITH STUD f .t,-.,;.(%L --14 .344'0 N41 - - - -1 I- Akl� T � . V. 16' Iowa .. .......... . � . — I 1. - i � i'�- � - C * i7 i I . . ;�ZE k-'% � Xr# ' ... TO .ff?.h** - : . 1. I � I[_ .. .. L I ,k+ .. rift 44167 -. � ! i __ .. , :* . :�� . � _�k ...... - - _1 I - __ 2111F: * .* FLORIDA BUILDING CODE (Ifth Velocity HIM canTe ZOMR)l . .. , - - BOTTOM " I . '_'._i �,_ .. CIC mom rm or — \� FP 6,5 VA _ StATli OI` _-'$ "' 20 COM CALVAWM MU SFORM PANEL . � I- , -4r. In_ I . wm Mtn 0. ", - OWN IN, L_ - EACC. - -- KEN J 1— '. oft o) .. . ­ ­ e (9 __1 i, 11 IF .... I _4� ____'1 — am- ap"11"O. AT PAN , -, _.. - -7.--.. Z 11LIECOINC. P"T'EI�Tlgit P"MICIS' LLC'-'-- ALTWM"&V. UK 04 MR W/OUT -1 - Z, =, , 57j- � Am "I 11 IN= - - I J gfr= MODAL eNM)= 3M' ALUIMMUM AN . MONOU'DW WARNER W/ ADDITIONAL �� Y4;1 � -,go-, _ ra- (STAINT.-I 20-175 =1,3t." n, I woor- i ATA . Z .1511= miom ft ) 114-0100, -10! I ow 011"I L yX T MA 0 ! wer I �= P2.91 ; 1 7 1 * — - a OFTOKITTIM Amomm- cm SCHIM" ON San a rAmum 9) IL'A. .. I '�1_1�1' X'11� I I I I � . 6 .ILII-L��_, � I ,�, � ,,� ',,�' ,,, ... i , , I t�� I -1 I I 1 - (D CONCRETE am ; 11 I I ! REQUIRED. I I I I i 9S0*t-_"* - (k, ow ­ __j - -- J I � --- 1�.____ -_ _ _. --.-,- ; L,.J__1 I*- I I ; f r7--] *1;9 I I 49 ---I-, i I , . ?. LL ' 'I ' ., _—___1I I i I I I- om AM I i %W"e ! I KID! """' I I t wwn ! imp 6 I ! -(3) i 11 I I I I I : : : ., . I , " " , :;4, ,,,��,,,��/�,�,� I I i I � .11 I W1 � : I"I. - �11 -, ,,---- . I 11 '_ / ,�� 11 e , , I ;"­,#­T"' owl" POURED , C ,,,�. 0 . . , Z I o.emm LCK I -%" I ; CONW" '/ I � LPL MEOLM" I � "UMP �_, = . I CONCRETE BLOCK � I i KWM �L CAUK i � ---.--- - . I I . Pull UP -am , I GOPCFIM N$tHon -_ W= ON am yawmi (Rol, on WNW" ON -1 SHIM 0 nl*OUW 9) NEGIZIN 6 I 3721A 1 _=EXISr" OF NEW I' WIDE . VNM A 1,0�7. - " , THICK ALUM TUBE OR 1, IF , . � �. __= C/ I T MOD PLAN SPACEIR - ' i ' , ,:" I ', L ,� 0 NEW I , i 1, INTOE . TIMM A I/S* , I . , ! AUM WIN OR I'. VAM I . � I 111FACER . I � = , wxwwr , i i .i " . ms=m "mom �- , I , . , 0141 SCHODULA ON -1 " I III �__ - T _L____ __ SHUTS a THODUOM 9) I I I- - C_ -0 1 6 41", 0 r -1 J DO QD&M DffP" FM lbff&LM IN Pam amm 3M CM4= 1= OR WlWD V" EM MA UK SAMY MID E-7- MG MW PAP& MEW � L , - --a N WAR - 0. . ­ I ��V_ I 0�, I I (1) I 'FOOT, EP—W* - 't --- TRIPS) � . ��-Fha I _, .L-0-4) a <D I ... � ,-If -L = wton il I OF I i MATRx I 6,fr _� (a) is N I I.- . - __Z I,. - - T`� CASLA-( I 11AW I SCALE V,4" rw !, liiiGr. - ., RAMPAR, I -2 Vr CAW#d UP =' ' IT L Z IR .; 10 � I W6.152f,15 � I I . (1) I - � - — 0-0 ,� I ,.;. - \1 __ r, ;,%r OR \ I SK-.22k. _-N FRO/ I 1j;, ;1 11 - If ,� I MM. _/ rW__"_111_"= � Q%A;�") # GML_�_�) - - _ . IS., ", I - WILL%. -an , - ,�,� I � OF =.-. .. . SY.A. - , "Ir mum& 109, � _q) z;- To- �\,��,,v�, �\,`,k',,'�,,,��,,�,,'�& .. - �""*** - 1ULO Ma WMIMMIll .- ! I .AA Zola , Mm 1 1,11-41 0~ 11InI_ A T -T-6 . OPP" sm I WOM&. r"E" MAN" I , OFAG .. (SEE SCHWULE ON I - SHEETS a &- B) -_ - GlIt"01", "I I TOP a BOTTOM MOU14TINFOS CANI BE COMBOWD IN ANY WAY TO SUIT ANY QEN;hw INSTALLATION. - _... .MRPOOWNRW-- - ;R ;C, q C�� =A, a A;-?F, I yr — = , , , 'NOR MWIT. REMNSM, "M" MOW. All, SMON X_X SCALE 3/4.1' DETAIL FOR wo A, TOP In BOTTOM TRACIM A!QWJAC0NCTffTD9Sn=1Qw1=Q SUNDS 1/4. 2/4, 3/4. 4/4. 5/5, 7/5. . '10. 3W/10. 4W/10. 5W/10, OW/11 & 7W/11 f- J" 11,1001 - _ ANCHORS: MR CONCRETE SU 3CHED" ON SHIM 0 SO 9 __ . .- _?: IWAX- ; r MOL-7 __�_ MR WOOD SEE merad oil SHUTS 10 & It --- I Am, I - . . 6 0 —, " , . 0 D.W.-O.(D f--.-_11__7__7_l-r-Y-� --- ­r- -I- -I--,--,- I— --.--- � �'.. � --7-7-7-7-IF , I , , .0 I , ! I , , , �7 ___F`_T ,�/.I -I-11-1-7- I I I . L L I . ' � . al(D. 1W. � , � � [ �- / 1 t, (1) (1) A I I ". . I .r I— . ]-.I I ,� � I - � __1 ,1_1 _iL I � - � 1. , 9 __ .[-, I I I . .1. - -i I ", -- -- 1 ­ ____ - � �,', I 1. I . . . -, - - -.,..--. _ � - - _i` I "liv , -__ - ___ 11), ''I - ___,__I -,-,I- I -TT-4), I sk- ----------------- j g Ut*MTED PANELS ! t,-.T-1 BOLTED PANELS W/ 1/40-Ml' I . r. MAO T 111F�7 (SEE SECTIONS AS � FHAN OL. :1 SO �, 3/32' 1 APPLICABLE) I i � (SEE SECTIONS AS APPUCASU) � - I � � .... I - 1'.. -1 _. ] 11.1, I , I ) I - .. . __ � I --- I - t A- - 1�1._ i --- I -I -1 -1 L1 � I . ­ .- , , I J I . �. i -I - - - � - .��, � - - -,-- -_ - I I I , I -- I , ., I I � � � 1�,, � . '� I I , � ! i , .1 / . I , I D.M..@.@.(D- , I - --;41 _ , ­ . ,. 1. I - - __ .1 W -1 la-, � �' " Li I 1 OR I - - ;- .- - 01--4, 1 2 &F - A_ I (D_@1&@t' - __ __ . - r Ah" __ 1/4, 2/4. 3/4. 4/4. 5/5. 7/5, 13r VAX_., V W". I* mm. 4lo, 1W/lO. ZW1I0, 3W/10. 4W/10. �_ 6/5 . 5W/10. SWIII & 711111`11 I ; ANCHORS. FOR CONC` See 109VJLE ON SHEETS 8 h 0 - - . ­ - - . ____ -.---, Foot wow Q u2ma Do Smerre ic a i, - REGULAR STORM P NELS III) A Q ELEVATION ,, T.S. I "I 11M ,1,67, (NON. OVERIAP--1 " SAUM - I I I 1/4- um GAP INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR PANELS3 & Wk STRUCTURES _1011D ELM CCF.=11e EFOR ----"----- 00041M. FOR CONCRETE Sm 11041OULE ON ow I _ _ _. , . 4 CONCRETE OR CONCRET BLOCK r 44=== ­ ,-= CONCRETE l ITEDUM --grN at"= - 10"" " CONCRETE N= 1 mumm : ----W'.=. � t omaumm _I 60"DKK � 'Cie=00 3,10cm. - 01 MA, , - � ter ow OWLAA .1 WILLEY) — "" tomwo 0"I's"N 3 I' MIM - r � —W I � . $Am 0) I f . SHEET 9) � 4- 1111.1111. 1 1 $. � � ! i : I _ - I i � i � ! � � ! -_ ,- I - - ­_ -.1 1 41N IC J ­ ­_4 ; .. � -� i iii 4, 1, I 01 , � ''; i � , - i ; _1 14i_ , * I 1 - : 11 - I � �, ; ----,t : ; I I . � � � I ! � I f. - .. : � : I 1, , I i I ; , : � � I ; , I i 11' 11, I ;; � � , I : , . li. � ! , 11�:�,.� i , , I I : I I ; I I , ; i SIM T , � I 1 , � I C� . ; ; I I 6 � I . I , t 1 1 � I � ; , ! [ I ; � � I I il , L i or V a "' � I a I -0 � I I - I -a ,,�l . `� L�j — __ � I � _t _�,. -1 d, - i� 1. _� -A _ - -1 . Ic- - 1k I I I �� �. , IN �� . i ,; "I ..." 11 , 11- " I I " � ; � ! I I . -.7 . I � - .1. 1 . 111A � I 11 i�, ____.__­ ­ ti-'O,-M" �, � DOLMW/ ii I � - .- , , -7- � I � 11" � , I I . ; i � ; 1B - 7� - I - - _,_ -4 � � ' , I -1 _! 7 `!; i I . - 21- I � 5 ; �W`10111="` 'off 20%W - i ! I � I . a M. ,ft i .ww % -arr 1 � I I I -=� OR r Or - � I I I ! 1 i I a I , � �, , I * ! i 1_1� E a I r� I - ! ;44; + f, . . - f ; 1 � I i 1 I � : I � I ! I I ____ i, I I I "�4 : I ; I i 6 = I I 4 , � _ ., , , I : I � : 1 i I 1 ! I ; � i � , 11 I I � I . 11 0 I - I ,� I . - - � ; YA, 0 -1 I , I -1 ; , I : I I : I . � L ' 1, 1. ! � I I � � . �i I I I � , :, 09 odx - it/4 '. NLn W/ -, I 7 i 1 1 :1', � , I .: 9 -_ i I I1,.-,-6�%.,., I -, " ; - + I " -I ;z.,�z, " i ,W 111m, 9MA, . I - ! - ____ t - . is I 4 I . , - , ! " t � 1 " ; 1 . I : , : � ! : 1 , i, I - : !: � � ! I � I i � � _ � -, it; ! ; " � I : � i �: I � , ! � � ry - 1 1 i i � � :� � ; � � I � ; : 1 or V I MAN 9 ! � , I IZ4 I I. .- __'_ . __ � I __ if jw.;,�FL r— - , - � I ­. - " 11 ;1i ! FARTINUM. � - __ _1V i . � --- �N. . I I 1 � i I : : � I i I � . I I ; ; ! : � : , : ; I I , � i : 1 i I ! � t � � I 1 I ! I i I , i : I I ; � , : � ; !, ) : ; � � , i , I I I , ___ , � ­­ --- 1 ��; ­ I . eo 11 -_ - ­ .- � I , F r - __ - ­ i -_ . - : *, ;10 : � I : I : i i I I . i � � I � I ! I � I I 11 : : i � L . I I I= i I � I - f Sax , =W� 9-:1 . I , , � I : I 50111 OF V I =111 I I � I . i � i - sox ft - ! r-ORT., I - LL-0.0 WO W-114r 3- i6at. - I. " I - ;r."'T.""". iw,�,X, /," I � ! 1 or V . .3 M�x . . " I �,;-�,' I_- .. "I' , , I i i ­31 No I �. I , 111. "I., ,�, 7 ... ... M-777 I 1 i - � OF 'L` I* L%. _. __ . --- ANC"M, TO COICAM SM SCKEDULL ON SAW 2. _ _ : __ _ , .,�. 1 E � � I F �-! � " � I - , � � ./ , , ;�,� �/�. I j , .(3'1* i : 1 I . i MR WOOD SEE SECIN" am SHUT 12 � i� Li ", .�, I . I � - . , , 7 : "rel . : Or : � :, . � � - 4 1 kil � - ,_ I I :'� : T 7 I E-1 - ; : ; : ; � � I . ; � i ! I I KOULAR WOM M411: .., Q f[FVATION 1/4, WX. QAP . , � !, " I 11 . L_ I . I -1 1/4- Mft. 1 7 Awi � I , .. -1 �� !/4-O­2DT3/4- &S. SOLT � , I V/ IFIf WAR; *0 I , 1 1 . I 1, ; . I . . I. __ i 3.67, ckft 0~ .1 ow WALtv) � � . - # � � 0 12 OC. AM ; CONCRETE . ANCHORS t K^OL/ � ���� ,��4 A"04= stoAxm : � MOICTICKILE ON o) 1/4' am. () ­ .= pa TIMOR" aw I __ C==0SMCH1T`L348ft% WW 0) i S.W 9) I I � SW am SECTION t*k1o.) __ 91:� to SUDCA ___ � OR ILOM "*WARM SCALE I QlRECT 02 WALL MOUNTINQ 1111110ff SCALE 1/11.1. DIRECT 60 06 TING r INUA, I Will lm,p MCI MOURN LillZrALLAIM SCALE a0miL. E.O. - ON OWANCE KA.XE­�_ I (SEE SNEDULE ON 1 =WITOM MOUNTMS CAN K SHEET 9) COMBINED IN ANY WAY TO SUIT AW INSTALLATION. _ __ I -4-0 0 a) � = W -0 2 —Cu > 2 a) = -$­ -0-0 0 = _0 a) CD 0- 0_ c o 2 C — 0) CU -6-0 0 -0 a) 4., CL Cn . a) _&-.0 "Fn C a) = -0 CU 0 -cu -0 -= -0 = 0 = L_ 2 3- _C) = -2 a) :-:I: CU a 0 .0 -&..o CU Li-. I.,- 0 — CU > W ._ . Cn (D co L_ .+- " CL r_ IIIII CU _0 %10- . C= CU _6­0 (0 a.. < a 4 Z Z W mi C_J C11,11 _21— , C=J — � cli . 00 \11 = " .2 -0 I I--- a) �G > LAJ L.) - 2"C­ ,=2 C:) 4 ! i E- -4 , i� I , I TIf !. � i2 - t .- :5 !1! Z- t �,= 'i '. 3C OTT : 3: 4- ! '. .2! W .= Q GO .; . '. . W = C2 .! =: C= . 2 M., " -a .= c: E DID 0 CL (J - 9 C/) 4IM, L. (1) (1) (1) = -fissaij U) =3 ICU > 0 L.M. (n CIOM CL < (1) -RIATRATO 0 C: =3 -0 CV L_ 0 CL 0 a) " Cf) ICU " M =3 w 2 < Z Z < -.1 0- SHEET NO. SH 1.0 p"Impm, TIM1111 Rill 11 riflrp� I f Mo WALL AND FLOOR MOUNTING INSTALLATION FQ SPLIT PANELS TIP. INKAW Ali ii-I Jv'='.T man c 15 PC a in a Ile W. o~ MO ISAW SH MRS. owl 1 r 7 r c VAN M y_q_v4DLv11 1.] Dotes% tX, w a L.qA 1 /4 AND A DETAL 2 bduLLION Semmul-F W.. DULLISH RIM V0 ADDLENDI a" TLIK MUU*k 4 4,-r 2' 1 J* . IlAr 4!-G* To V-r 21. V. I/#* W-W To r-10. A 9) emw 4 13, Ir-lir to ir-q 2'. 9' I/Ir MAIM oraDm IT, popircrc-at W/ lop a DWALLMM - ALTUM71A JW 9rAM 1/4' XKLAQI� ALIMAIM 2W 111STALLATM W'". Ile 1' maim 1. INSTALLATIONS ARE ONLY YAW FOR "J�INGS WITH A.S.D. DESIGN LOADS UP TO 455.5. -72.0 ps.f. AND PANELS LENGTH UP TO W-15'. 2. FOR NEW WOW FRAME CONSTRUCTION! WOOD MEMKRS TO BE SOUTHM PINE NO. 2. W/ SPECWX DENSITY OF 0.55 OR EQUAL Top * BOTTOM MOUNTINGS CAN BE COMINNED IN ANY WAY TO SUM ANY INSTALLATION. (at scivat" 0"---\ I') $"EST CUM CONCOM t-w Wmaw 11 W. R J%II 1" man%"> AN H. I fl u v WALM VIN OM A SPUT STORM B"ATM P CA IICALE i®r-;r ton *10-1111LIC11 171*101 OwUl mv WSW- IASL XMLNDWM MTAUATM - AUIERM71IN JW WALL- 1/4' 1- ik ELM* MOJNTM WALL nAw MOURTM ALTERNAME M A.S.D. DOW PRESWK RATING) (SECTION AIYQP 13 UNITED TO +4&5-67.0 DIM. WAL- 1/4. 1- 1/4- - I- rwAA*_ Flim hioumTm- NSTALLATM - SECIM AM AM OHM W 1=21PICIRIP Vah 24M 1 C SOCK" ON XNEET s4)_'1\ 77k," t. r*'AV4. 26/4. 3/4 or 4/4 1. 2 IW/15 poll, IW/Is _j wr I III&. L114 smestes. :MNAM. me 11 TO &,on -.41W0 A IN 0 _Am SO 12 IT 0-c I I - 964-11;f-CM IVSe 3 1314U B 17 017 111RIAE, b (M a 21 j QD OR ail, OR Imm `7 4-L� - - - - - (SEE scm= y S.m 14) WALL Mautmma AND FLOW bMUTM IbWAUATM -2 SEcnom i SCAM- 3/8' - I" sEcnam SCALV 3/r - I' mom ON LIFE Way SWAM PANEL 3111111-1111MLLAIM; 1. In SAFETY STORM PANEL CAN K LOCATED AS AN END PANEL (FIRST 00 LAST PAMM) OR AS AN INTERIOR PAME1. (ANY PAWL LOCATION IN WAVIER END LIFE SAIFETY PAPIELS WY Olt MAY NOT W 10MALLED AOjACCWT TO llr= PANELS (W/ Olt W/o wo" TRAOM) 2. LIFE jE G&WAZED STEEL STORM PAMIG, AS Mj:W3PANEL COMMS OF MOM' POR SHM I OF OWING. THIS ITSELF TO K REMOM OR INSTALLED FROM THE INSIDE OF 141"N lgg' 5 KLff sc= To, ;F!' ' 1 COMPONENT K WALLED WALL 00 RON MOINTE0 FOLA.011MING S I a -�pm 2 ON ffina ff AS WELL AS DETAILS I & 2 ON SHEET 14. 4- MK LENGTH IV. NO. UN. AMCNWF;h9=CfAP%" JDAW.SORAM AT IKITTOM GIVEN ON I $04EDUU3 14. m COMPONENT J&1111%21� KSWPUPUMNENT OR REMOW&E_ S 2M DETAILS FOR PWALLAr" DIM WOOD FRAME IBUILDRODS ON SHEET 15, 6 SEE _11.1 roe DETAIL APPLICAKE TO THE NECESSITY MR THE INSTALLATION OF s $11MERS, AT IRACKS INSTALLED ADJACENT Mo KYOND TO STUCCO/WOOD IMMINS. L*A 2/4- UA 3/4 OR 4/4 1 1. k2LIS 71. a lw/15 LwADON L AMA -j ON LFT SAFETY PANEL LOCATION Ole Mom IKWW) se1w W/o RVQUIAA IRACKS (SEE LAST PAMEL d) TO K SWAM K= In UAW STORM P94M OPDOMU OPTION fil FOR WEE 26 STORM _L H3C jC IF Jag PANEL(j) Ift aA or STRULIM ELEVATION SCALE 3/32-.1- aw 0 0.� le M. z x I / . - - NL Y N /!% 4 T -1i7 #was, 4Kr,- SECTION 0-13 3,='-I' MAXIMUM A.S.D. DMON PRESSURE RATING AND CORKSPONDINIM UMMUld PANIEL LIENGTH NO SCHEDULt Ew- m6 -"A, _720 T'_r ON LAID 2 I/'V Wakm I "m a A 7 .211A -V" �7'-v To r-a' ve, 2 LNOMIW I ift S a I I'Mo. -no W-r TO 111-2* Id- 2 Ilr - -4" - 121-V CA LESIS S.Ir "rA411"'" 81 1 A 10 OX='#/ 1/410-111.1' U, A 0~,V INSILAP 6 kVtm" OF MAL MA MY IN ft=(Ob W NWAU.Alioms AS PER ME I 7�ft 7. ON SHEM 4 & 5) ##)Wjw Axe, oom PFA38M ww to-.14 "NOW Actions ovan PM CA - 3 112' To j'"." or r4w =`0 &L Wcom or W-W CALK-0 F*iDAM mm" a PAVLWJK To "' to caticam 11.004 to commom 10 commm 0600, To =Nam To CMAW IL40K IV cww" am ILOW To comcmm cowcam ILOCK IF NIA III/A m/A a, W/A r 40 It* I from I. Ir RA WA a, r r Ir r r 1 (01717010 r R/A NA WA r N/A "/A Or */A cwl NA MIA N/A r WA "/A or H/A a man" +MLL -no r VA WA W/A S' W/A r "/A IF r K/A 3 an um an LESS r v WA N/A a' W* IF r IF IF 3 001142M) NA WA A IF W/A IF "A S, N/A IF S' WA WA 4 A 7 D110171311) WA %/A 42 1/2- 0 1/4' '21/1. 01/4- 5 $IT "M 10 6 Of PER ANWM THIS It WI&C MO kSUUMO W10 1000 PRAME VSVAVE Am MOKUM am TM =emu I= "I Lou WWM AT WAVKVM SPWM MAIM ON $Mf=" 0 INE PALMS "CMK I= "a III K Palo" mvim rom wwm umm FACTOR swu HIT a Lao Raw Wiwm W#md #AIMED To [Am miem" ?m a Am&" LMA MAIM! Im Yn - INV" foUD4u 0,. low" wmm OQ 3 1 3 1 3 3 -00 -1 3 _11-uta 3 1 1'ry I Yr 'AD ON smw a TO *LAW i Eof ' i I to t . , - " I I I.. '' i , I \ I ; L I/r 318' 1" GO= WANSIS - I 1, 1/4 na- " v a I /C ILE; a I 'j ma LOADS UP III S.-IF tn a puft tie oc., UP To S`-r W., fuva ID on 'AAT,DXS sAr IL WTH I "MM PDWMWM At or own* ww PIATE Mo ALL Low" up So r-or um DIRM JWWM INQUAM MU-Mm"w'; 1. INSTALLATIONS ARE ONLY WJJD FOR KRU)IMM WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PAWS LOWN LIP TO 2. FOR NEW WOOD FRAME CONSTRUCTOOK WOOD MWERS TO K SOUTHERN PINE NO. 2. W/ SPMIFIC DEkWlY OF 0.55 OR EQUAL TOP & 901TOM MOUNIVIGS CAN K COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. STUDS. a EVERY INSTALLATION DETAILS FOR REGULAR PANELS(b A INTO EXIS]ING WOOD STRUCTURES ED I, J. '�A I L 1w ALI VAMP, I I- FOR w WOW" TO QLAWL /2- / ' I - 0 ­[ E. 4M.-M I '�. - 1� L-i* - i � '� \ - � I WOOD PLOT ' * " ZMA z : � , 1, _A/ ALTEMATM Aw AN WALE 3/11--t I., SM SHUTTER TRAM NUT M4=R FOR CUM" J" A 141 III-MV1 III j.7jWA PA., ST= 0 EVERY - OVERLAP 0. C.) ASA DIM Pons= WEEK CF ANDENIN FEAME 0 P69LWA AM to APPuodLL TO swraa 0 a - cameam 0, IRA, wxmw uwm V DO IS cemel= VLDcK 70 Comm" opcom m 0,11 To = 70 mi'm IV - mcwm KM To MAIM Comm I am r N/A N/A MIA S* WA 9* M/A 6, N/,% +5S,0. -710 41 7' 9' 1 (W"OM) V-O* 01, LEU +55.0 -n.0 r N/A It/A M/A Ir MIA S' WA S* N/A 1 4 2 CrOP) pv-o, To r-r '. r r 1. 9* 7 Ilr 9* 1. 1. 1. 1 (sorrom) - +55.0 -72,D -e- M/A M/A N/A r IVA V N/A 1. N/A 7,-r TO 4' S' d' r mm" MtCWJK AMA "I z3v i -Vim To w Fm I*, LEHR -L"nift. 70 70 OF THEM +492 -61.5 3' 31 4 1/2* a Ijr (WITOM) 76�v OR LESS +52.1 -M.0 3. 3. 4. r -.1 2 (110710M) r-e OR UMS +55.0 �7211 2 1/2- 2 1/2* 4- 1 112* 2 myrow r-61 OR Lm 2 1/2' 1 2 iff N/A L= S TO 0 ',0. ./A 11/1 �A OR i INTERIOR PANEL no PANDL t SCHEDULE ', WHO "t'ri 1611FMR ift Felt ANCHN 100. ANCHOR SPACING DETAIL 2 FLOOR MOUNTING INSTALLATION CAPPUCABLE TO SCHEDULE 2) SCAM- 3/Ir - V MMIMUM A.S.D. DIESIGN FIRESSUK RATIMG AND CORRESPONDING MAXIMUM PANEL LENGTH = SCHEDULE A A, 2 N=wb EM LIELANEXAMMLAVALL MMMILAIN-3WALlu am I&A -M ITS ow Is FOR *AOM rot a vmm MR inuunm SIR) wm "VA ouLow 60WA ANCHOR VACIM AND MAIM KDK DIFIREIZ ON NOW= 04 THS INHWULF. MR LO. LESS IN* ROWW ON WINSALL MET ANCHOR WOW MY "WOW W"A SOW ON 20=41 W INE YULCOM TAMPS. VIA " 0PEAMM TO K MERRILL ISIXICED VACM OVANM U04 FACTOR OWL HOT IS UM THAI MOMM 0 ONW.NW "a Lie" memoll "Pt a *008 LAW& .-Y410 I m4i 1 *1 A. 141- _9 .... MAIM for W�wwej - NOR" smatim oq 3 a 3 .�om� a R.1ft$ --i AM 100. 77 L L N" ONLY MR AS PER SECTIONS 1 rM 10. ON SMEM 4. 5 A 9) woo" "a, on** pre M 'AINO wxmw owmaximi WANG I= ILA - 3 Ilr ANIMALS KC"M 0 A, hw mmwm or too VAVAJU PWdL Wom v (0) IMMAIN OF prialmont mu to MMIAMIE PM am SET TO 00mrAm coweitm To emam 0= To cMcAm marm SLACK To mcqn 79 opotim I SLUX to ammmm To ow To Wwor", To CONCONM KOCK N/A N/A N/A N/A N/A r N/A N/A N/A I (fop) WA VA 6. M/A H/A I (Wrm) 41- N/A M/A N/A 1. N/A 1. N/A 1. MIA M/A N/A 2 (TOP) a, WA N/A MIA S' N/A 5' N/A %/A N/A M/A 2 Mmonom) - t55.5, -IZO 1. N�A N/A N/A M/A 1. N/A M/A N/A 3 & 4 (TOP) T-r-r To S'-r On LEN 6. 4. N/A N/A S' Ir a' 1. 1. - a' M/A N/A 3 (WYTOM) - MIA %/A N/A 4 N/A 61 N/A 11- MIA N/A MIA I, (TOP) 1. 4' II/A N/A 111- S. Ir 1. 1. 1. K/A N/A 4 & 7 (SWOTTOM) WA K/A 12 Ilr 1 1/4' 12 1/2' 1 1/4- 6 1/4- 1/4- a 1/4. 5 1/4, N/A W/A 5 (TOPAKm OM) +50A �UJ M/A M/A 12 112. 6 1/4* 12 1/2* 4 1/4' ! 1/4* Is 1/4- -6 N/A M/A 6 crop/wrlom) -&- TO I I --r *55.0. Z12.0 N/A M/A 6 1/4- MIA 5 1/4- N/A 1 70 6 1/4- 6 1/4' 1/4- M/A M/A a (Top/somw) -a- TO 11-2- N/A N/A N/A - N/A N/A M/A M/A N/A - 0 1/4 a 1/4- 8 1/4- 1 6 1/4' 4. 0. to (TOP) +43-IL -4& 0 S' N/A N/A 4/A 9 12'-4' OR LMS OR LESS 1. 4' N/A M/A N/A N/A N/A N/A 1. 1. 0 1/4- 1, V.. a (Wffom) 1 N/A N/A M/A %/A M/A N/A N/A 8 1/4' 1 6 1/4' 1 6 1/4- 6 1/4' To (Wrom) SUM 10. 11 AM it MR ANCHOW ??PE & VACM FIN WVUAMM NO OW FIVISE WAAM %*MO ANCHOR 11140000111 42 WOO" VIVE IIIIIIAM01 AN anwo ON TWIS womuLt I" EA 'm wAlftwo LVACM SHM ON 111041111"LZ By THE MLLMM FACTM PDR IM OPERATION To IS POOM, REM= WAVIKE OWAM LAW I'MOR VOILL AM AT LEN THAN ~M SPINTING SOCATO FOR EMIN ANOW IVP[ At MOMENT$ LEMa 4� INK I f viam O&JO-M 211, 1 3 "Eme I 3 1/* 1 3 its 4 3'tr Im 'AD 'ee INSTALLATION DETAILS FOR REGULAR PANELS(l) A B INTO EXISTING WOOD STRUCTURES 014-10 ANIMATE PLUS EXIST" "m MIA= $Ile u % WOOD HEADER Z' wow V. RED" ON MR PAND LENGTH (w HIM 1) I or 10 We TAX M.. PAWL wx OF V I i H I WNW" I/r 0�_ 0 5 Ile _x ':� : 'i -1/4-8 LAG SOM 0 _V D.C. SIAOSIVIDD W1 No my" or PLAIT pwcT Iflim DUMT MOUNT OWAUATION 91F 14 mm 1, INVALLATJOW FOR ALTERMTWU 6W. TO* ONLY VAUD FOR BUILDINGS W"M AS.D DESIGN LOADS UP TO +43.11L -4LO p.a.f. AND PANEVS LEMM UP TO 12*-4' 2. FOR NEW WOOD FRAIAL CONSTRUCTION: WOOD MDAKRS TO &E SOUTKEIRN PINE No. 2. W/ VECIM DENSITY Of 0.55 OR EQUAL 41 I MQw Vm COMENAZM OF CAN K cOm8IN UFT ANY - - -- ---- INSTALL SECTIONS TOP a BOTTOM mOUwnMCS (H EMST04 om W-#M Iff ocwou ON MAL WVAOM 10 - ej It- PA*t tvivii - ------ OF MAX AT W DI' I AT MOOM OF KATE ISALE 3AW INSTALLATION 11� DETAILS rOR OPTION & I FOR UFE SAFETY STORM PANEL SYSTEM INTO EXIS]ING W_0QD STRUCTURES J 2 : � 7 - .- .- Ell % I �'o 19 ALTERNATIVE 1 ALTERNATIVE .2 It EXTE Q. I o. _-01 ED -C I OR to "M PLATE cet ALTERNATIVE ALTERNATIVE 4 W... ticson�� W/ 1 112' To w ALTERNATIVE WDOD FRAME CONDITIONS ANCHOR LOCATION j/ 0 IIV� 110" 11 0 04 W/ f Ilr DO, 4jila to $&A& 3/0' - V PLAIT WK $114117" mom "cr so" rom WAIT, WALL MOUNTING INVALLATIO ALTERNATIVE 1 vats Aw I* 1. ZtAi," AKZV'=%jLMD VITIMIN LEADS UP TO 20 4 rtowN X4.0. Ad x MR NEW Reco Mjoclg� or PINE Ift'. L W/ OM 00 EGUAL (D a) c- CIO -cu > 2 -0=3 a 0 0 cu -0 cf) 0 5- a 0 0 U- 0 co > (D cn E 0 cu 2 cu I,- .6--A < Go C"o :m. LAJ CD ca C14 LL- 0- C-4 cp --CC w cu cj� W V, = E C2 C) =3 LLJ =3 z cu > 0 CL CL < -0 cn cu m SHEET NO. SH 1 1. 1 JLIMh L.,i kL I, Am;Hm (SEE SECTIONS ON *arm 17, is. is a ir MIT. "Pa. P. WAS. 3: I I, MIN, & Aw/20 0 0 0 0 0 In J T PANEL LENGTH (SEE 9CHEOLU) UPS wmm Look"- "a no a my NOW so& Wis. SAL s- iz, ON/W I* MIN. I* - ------ -AMCCMORS (SET SECTIONS ON SHEETS 17. 10. 19 & 20)- . ... ... OPTION #2 FOR LIFE SAFETY STORM PANEL( -I) ELEVATION SCALE 311r-l' '/r Not w 7 LOW OW CMV -1 "A Wan 0-6 1117- Ilium SECTION A -A 3/w-t- MAXIMUM A.S.D. DESIGN PRESSURE RATING (R-2-f-) AND CORRESPONDING MAXIMUM PANEL LENGTH "Lo SCH Ell No. 441 ST FLORIDA Kw" COK (mio 111441090ft oung zom MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PC TV 0 DESIGN PRESSURE L (ft.) RI 20 GNIE GALVANIZM SIM STOW PA"m WON W. 0 WING (p.s.f.) (SEE SECTIONS) TO GLASS CONOI[mm ...... GLOBAL PROTECTIO +55.0. S.-S. 2 3/4' UNBOLTED si m Pmwjcm mc. -72.0 "LLIM."ir 10;- 'lie -0"*M-mL 20-'176 ,am to or a INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POLIRED CONCRETE OR CONCRETE BLOCK STRUCTURES IAPQm AACHORS -ILI 1APOON APICHORS W4. VAINXIN ANCHORS TOCON ANCHORS 04. 9* O'C. POURED CONCIIIIIIIE POUPIED CON"m an cow am makrom. OR CONCRETE am maim OLOCK NEWAUD 1 -C I BLOM REQUIRED Ka" KOufto r 1/4' jT 4' LO E LaA r �"N Ip CLASS I CLASS �4' Lt.", at a/ 7 0 Lo's J I A---j MS - 3/32 12 '77rc-' Ut IIA'T" rL SCALE 3/8,-1, WALL MMUM INUMIA= LUMANEL 0 LA SCALE 3/8"-1, at ow III & 0 to mmm TIVE ft Sam in I/4-P WV=o AM owzmA~ MITI, WOOD FIT" 06,LM a. A"" eAmm 04 LOWAN AW"= WKV" MD No"& ONE astsmor AN 00"m of Do WMAK FOP LIL UM TIM WICKIIII) 0. 'W. 2mm" RIMUCE Atom 9m "Ift"o wmom so" a" Im" Wit LL mummm mump v INS POUDWG IIACT1011. MR g TO K NUKE ;&so - _-:-- K LESS OSWNCO 1010 FACM 10s" Nor gyp - TWA NO"" Womic "WAN FOR EACH MCNION TYPT 0% THIN WNWAZ A'/r 14&S. M.L W/ PUT WASHER 84;�� WON;; Nut PASHER IS WCON AVCHM 11r ILC 0 4 1/2' 01C. ...Fowm CONCRETE OR COMONE BLOCK -epum concitm Kam an BLOCK WALL "tWNn - A - I ATION WAIL mmm ImmuAld. 2 IffiLMA"PANU v-AkE 3/81.1" SCALE 3/4'. 1' INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORld PANEL SYSTEW INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES vpCOw AJmOHOmS IZ4' TOWN ANOWAS 7M.CONCRETE on METT NUTXr "EIRAW 1wou"m It S ss%�* vom, 141 43 2 211 SMIXT Is & NO NO AMD*% not 1/4-o SMOIN TO VJWMLATOO 010 WXXI Tom ROME SUILDW WL NOW vsmm OQ 3 3 MONTI MICHOR WNW= " wmm OK 01111140 ft 090"10 TO THIS 4 3 % mmu mu mom SPACING IN 0, 131A CHWULF Am UNIT TWA ININIAM N&LIn"a WOCM so^ ON 9mmu an ga an am" OF&M or THE POLLONINIS Awftft. I" MANTION It K POW&L JW1U= 35 VAPOR 4=1040 U0111 FACTOR SNALL MDT - K I= THAN W&VA sftax 01DICATEII, no PAN mom TAK am 7419 004OLU Is P LMAST PLUS N/ ONT vw W" w ANIHER O.C. REQUIRED WAU "I= 20;AUAM imp, f L Ir -rn-. 4czi 'a 3 �w VON MIT Is&" REQUIRED WAU MgVM %IIA"UMN 0 JWIMPANM SCALE 3/r-l" CIO -Cu -6-- > 2 -0= ca. 2 Cu -0 CIO t::! CU -Cu 2:) C:) CD 0 CL. = 3: S_- C -0- Cu C:) -6"# %4- CIO Cu 0 > -0 E 2 CD ZZ CU '0 0- m a U) < z z w =I INSTALLATION DETAILS FOR OPTION #2 FOR LEE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY SJQRM PANEL SYSTEM -L--Z-m6mLJim PIAOMAL INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD SIRUCTURES I E-2 NANG STORM PANEL SHORN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN YtRunm FOR COMPLANCE IN 6 0) MINIMUN EMBEDMENT OF TAPCON ANCHM AND PANIELMATE n%AUE 0 & VANELMATE PLUS WTO CoNom ACCOADIIINCE ININ THE 2020 (ft WITION) OF THE FUDA" SUILOPC CODE. 8LOC% SHALL BE 1 4/4', 4 T1 DESIGN ININD LOAN SMALL BE DETERMAIED AS PER SECTION 1820 OF THE ANOW MENTIONED CODE, 1.2) momm Ememmem? OF 1/4"S X 7/4r C0LK-IN MCHORS W" K 15 7/8- WM CONCRM. FOR A WOW SPEED AS RMARED NY THE JURISOCI)ON WHER1 THESE SHUTTERS; WILL BE 04TALLSO AND C= IN A OPECTCMM FACTOR Kd-O.W V$WQ AM 7-16 NO SHi NOT EXCEED THE M0XIVUM (&S.O.) 0-20 SS SIDERALK DOLIS USED SMALL BE LOW ENOUGH(SIOULD ANY FINISH MATERIAL no To 'A NO EMBODIMENT WTO ANY FINISH MATERIAL SMALL BE PERMITTED. gar, 7=NR" Mzm DESIO" PRESSURE RATINGS INIDICArED ON $HEM 25 A 26. 1/4 ST) A 14*9 TAPCON 0 1' O.C. I . -� 1 1, i ' ENGAGE 311V INTO ANCHORS. I/ - -- - --- / " Np INNEAW a Ir ox_ t 7 1 1 t' --!14-0 w4m 0 r O'C' IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE CVS*N WIND UQ" DETERMINED PUT ASCE 7-16 At WOOD $HALL K FIRST REDUCM TO ASO, DES" WIND LOAD$ BY WATIPLYM TWDA BY 0 4 IN DOW TO &33 04 rAK THAT PRECAST Si 0* PRECAST CONCRETE PAWS BE FOUND On THE EXITYM WALL, THKAM WOOO I"Imp HEADER 400 I "NAM TO COWAK THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINOS INDICATED ON SHEM 25 A 26. ANCHORS SMALL K LOW DO" TO REACH THE MAIN STRUCTURE WwwD SUCH PAmi AN0004E I I i HIAW SHALL ME AS MENTIONIED IN #J) AND IN 11.2). HOW E-Z CZ5 IN ORDER TO VERWY THAI COMPONENTS AND ANCHOR$ ON THIS P.EM AS TESTED WM NOT OWN 311113SID, A WIN OCRE49 C--A 1/2- C /2' IN ALOWAKE MESS MR WIND LQVS WAS fia I= 01 WE ANkVM FA=Kft SPACING TO WOOD HAS KEN A 11/4- OETERIANED IN ACCOROAMM WM %LO-S 2015. (C) AMCHM SMALL BE *41TALLED IMICINING ALL Of THE RECOMMENDATIONS AND spwricAnoms OF THE ANCHOR'S 015 WKWACTURER LA. >< -7 1 r NIVII, STORM PANELS ADEQUACY FOR IMPACT AND FATOX RESISTANCE HAS BEEN VERM K ACCORDANCE WTHI SOCTION 1626 or THE ABOVE MENTIONED CODE AS PER FENESTRATION TMOIC LABORATORY, M REPORIT 1 2032, AS P"TOCOLS TAS-201. If SHAIA IN THE RESPONIMITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Of THE =WM 01HERE, SHUTTER VAS-202 AM TAS-203- 13 TO K ATTACHED 10 INSAW PROPER ANCHORAGE- THIS SHUTTER SHAU. ONLY K ATTACHED TO CC*KmETL BLOCIC C14 L G O"F I FROM INTAXISION CAUUK AND TRIAL. SHUTTER TRCkS ALI AMOLPID FULL CJ ENGTH. V M.N. w On To 45� 3. SUM 1000 01STALLATION IS APPLJCASILE TO SNOW AND DOUBLE HUNG STYLE WW40M WHEN INSTALLATION 5 REOUKD to K ou 904WLU an amm" PAM LENGTH ON 4"m 121 PANEL LDAM pw 140 an ow I PERFORMW FROM ?HE INSIDE or STRUCTURE. 13. STORM PANEL INIST&LATION $HALL COMPLY WITH SPECS INDICATED IN THIS ORAININC PLUS ANY GUILOWC AM low4a -< MET IsOn 1 60,10) *L* Mos. M- a" "a REGULATIONS PROMED BY THE JURSDICTION WHERE PERMIT IS APPLIED TO. C= PANEL LENCTH ($a NOTX I KIM PANEL Lummm opavnw I I Cu A W 10NOWAVIN hiss 4. SERIES 2NO INSTALLATION 6 APPLIONSLE 70 SWGUE AND D06W NUNG AND HORWWAL SLIOM STYLE VINDOWS WHEN Wes ow pm , mov) ILK (SEE NOTE �, M M To OUNIA NSTALLATION 15 NIT"KID TO BE PERIPORIMED FROM THE MOM OF STRUCTURE. 14 XTRIUM WINDOWS AND DOOM. INC, I - I RAW STORM PANEL SYS - IS p0W pggM ISIX : -I,,- PANEL LOOM Com 104ch" PANEL LENGTH a *41ff lei 1/4 -1 ON omw .4) (STE: wm, I Kww) (SEE N=, I BELOW) a - L.) w I S ALL ALUMINUM EXTRUSIONS TO BE WO-75 KAM AND TOM. (UNUM OTHERWISE NOTED) XWWfW �,), PREPARED By THIS KNOINIVER 6 GENERIC AND DOES NOT PROVIDE c'm 15 (A) no$ PROWCT S Cr ;Xx�,31311` WORMAIION FODNASTn" e, wmm THE sm cominoNs OEMATE FROM THE P.E.0 m S, ALL ALUM11" SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H)4 ALL00. W CONTRACTOR 0 K Fv3PONSO4 POR THE SELECnON. PURemAsIt AND WISIALLATTOm INCLUDING Lim IMFEw OF V400 TAPCON A, 7. ALL 171111. SHM METAL PANELS SMALL. HAVE STRUMIRAL QUALITY TICEI� ASTM A-063 MR 50 Mari., ONILVANIZED STEEL THIS PRODUCT &4510 *4 THIS P�La- PROVIDED HE/Sw Om Not DEVIATE FROM THE CONDITIONS OFTAILEID 04 E W/I I OnsOmy" W/Fy- 5" km CWTINT ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT BRIF IS THE CONT%hC?On RESPONSIBILITY. C) ME= ...... Oil ALL SCRENS TO K STAIMILM STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON VEEL AS PER DIN (0) THIS PRODUCT 80"ATION DOCUMENT WILL K CONSIDERM OMUD IF MODIFIED. MKWOTN Or PLATE 5001111 W/ 50 kW Y= STRENOTH AND SO I* TENSIUE STRE)WH & SKALL COMPLY W/ FIJADA SUILOPIG CODE SECTION 2411.3.3.4 (d) SITE SAECIPIC PR=CTS SMALL BE P14PAWD BY A FLOW ROOBITOM ENGPJM ON ARCHITECT ow-m ou 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 kW MINAIUM MD STRENGTH. KOK THE ENNNEER OF RECORD MO.R.) IN THE PROJECT AND W440 INILL K RESPONSISUE FOR THE USE OF THE P.E.D. KNOWEER Or RECORD. ACTING AS A DELEGATOD ENGINEER TO THE P.E.D. Emommm. SK-A&L G 10. ANCHORS 70 WALL SHALL BE AS FOLLONTITS SAINNY TO no$ LATTER THE SITE SPECIFIC DIIINAMIGS FOR REWW (A) RECORD JD THAT PREPARED IT (-) THIS P-E � SMALL OW THE WE AND ORTONA& SEAL AND so"nour OF THE mornSION& p4mm or It4'# TAPCON ANCHONS AS MANUFAMMED Err ITW, 9UILOM PC. (MIN. I'c-3112 W/ Ei 1/4* 0 K 7/8' Ci ANCHORS, AS MANWACTURED BY Dbftt INC. (UP. Vc-3000 v�kj 10 STORM PANEL MANUFACTLRUTS LABEL SHALL K LOCATED ON A 111SAIINLY VISIBLE LOCATION AI STORM PANEL IN NUT 014-10 PANEUMATE POMILE 0 & PAmumm PLUS Pmmm. As ~AcTuRrPD 1w tueo CoNsmicno" PRODUCTS 3/32' WWO PUT ACCORDANCE WITH SECTION 1709.9.3 OF FtORW BLALDW CODE ONE LABEL SWIL BE PLACED MR EVERY CPEMW� 12 11r Ot, L480J?4 TO COMPLY WITIN SECTION 1709.9.2 OF THE I'LORICIA MAD04 COM S am, A, MS W/ tlT 1, PUT 3m, W" To" ILI) MINMW EMBEDMENT OF TAPCON ANCHORS 040 POURED CONCRETE SK14U IN 1 3/4- AND 2' FOR PMELMATE IFTLO) 0: L wm ftA4 7/3'0 3/32' WM NUT I* O.C. upm 0 e O'C. mm 1HRIADID KOLNREO 21.41 WOW IMAR FEMALE 10 A PANELMATE PLUS. OF PLATE I - I �; WAS" 0 6 1/4- G.C. 0 (KY00) WON" A14-10 PAINELMATE I OF PLATE uvmm 44A;'r -J��.VQD PLATE -I-10 PANELMATE A2) MINNUM EMBEDMENT OF t/4 It 7/3' CALX-IN ANCHORS SHALL BE IS 71r IWO CONCRETE. NO EMBEDMENT Roo �w - - I I ANY FINISH N64TOW SMALL. BE PERMITTED. -Qg�"W PLATE 6 ;/4* MOC. j�� I - ED PIATE tts 1/4* 0-20 SS SIOEINALX BOLTS USED SMALL K LONQ ENOUCH(SHOULO ANY FIMSH MATERIAL ExIST) TO 044" 3/4 WALL RWJ* 111111d WALL ATM MIN. zz- MIN. I . . 11 m NA7M ITAW 0 1 AT MVMDIH OF PLATE w?O ANCHOR& ALTYJL NFOLA" PANEL ffifm�m� WALL MIDUM IAM S&L OMNI SCALE W.I* AL LJFIE SAFErT PANJEL t A.3) IN CAN THAT PRECAST STONE. PRECAST CONCRETE RANELS. OR PAVERS K VOLK ON 1�it EXISTINS WALL OR --- Al =A7M ............. a LIM %A-myJmLL SCALE "I IN= I AMN WALL you 9 1 FLOOR. ANCHORS SMALL K LOW ENOUGH TO REACH THE MAIN STRUCTURE B&INO SU04 PANELS. ANCHDRAGE WWI EN SCALE 3/1.1' so" 3/. ..1 ALIENNATrff-� IN AS MENTIMID IN A, I) AND IN &2). Agperpm :!T'4�41 - No. 44 167 1 a IL LWE UrM PANEL WALE 3/0--l- SCAU 3/8-- 1 (a) To ERMYNG CONCRETE WOLK *&I ENSC FLORIDA BUILDING CODE (Wgh Velocity Nu Trans Zen*) FLORIDA BUILD" CODE (Moh Voloc"y Ku one Zone) 1. WMASTIONS ARE ONLY WAD FOR BUUMONT PITH A.&O. OCOM LO" FLORIDA WILOM CODE (NIgh VW*cNy Nu Gone Zone)l 1/4' 0 TAITOON ANCHORS AS MoANUFACTURED BY 17,11f, BUILOEX 04 UP TO .115,11, -72.0 PW NO AMIELS UNION LIP TO W-r 'I'Lum w- 44167 am "m MC. -,;/4' 0 X 7/3' CALK-0N ANC11ORS. AS BY OEWT OK (r�1500 0,0.) or, rp UK CALVANIUD WELL STONM FANEL rp 20 OACE GALVANIZED SIM STORN PANEL DUN Is, 4-10 PMELMATE MMAUE 0 AND PAWA4Krr PLUS AINCHM. AS MAMUNAVURV BY ELCO CO"StRUKTTION 6S, 20 MOE QMVANIZED SITEL STM POU oaft or 2, Fla MEN WOOD FRAME CONSTRUCTION, 1000 MI-ar BE �Ix"NER"ll WAN ft I. NVALLA71ONS Aft ONLY ftV MR SUILDANW WITINI A." Dem Umm r- PRODUCTS (1'-2071 ps.L) Poe No. L W/ part; DENS" or 0.36 Olt COLML UP 10 �55.5. -72.0 PSF NO PAMELS LEMON LIP TO 6*-r. or/04,31", 'ATE No MIL ECO Inc. OL09AL PROXCT" ML GLOBAL PROTECTION oft GLOBAL PRORMON PRODUCm ur. MATE PRmcm LLC. Pwxm. Uc. "W"" 11L1EC0..7\ 400 WL 61 xneu book. 2. "M WENT WOOD FILOAK CONSTRUCTION: 0000 MEMBERS 70 K SOUTHERN f, mo SUM WAL ft. 3PI4 PONT NO. 2. W/ L-EWV SIPT 01 045 CIR EOUAL 3nI4 W)JRow ox �.w Mac. ("*)N*- 20-176 20-176 mo, "* (m)IN-mm 20-176 owma ft . ! OWN= W-40"I No 1 I=A 111' P�L P1. 111�411' Nowwoo";! PJL "Amm"Ift/wE amp" ft Is or 28 t a= a, Ira I�VVRW U 1 *0�118101ff- IS t#1110A 4=P41I.'FXk milill . ..... ww (TOTAL wurm�- 115or WTVCW4 WOTHI .01. 12W 2.U'P- .3mv -Mr. Alum A-6112 4 BONN so mAm. ".IT 0-0 QN.Y. RMIM Ph' TRACK ANNEL'S Do LIP r .125' IIEVIMEQ 3.750, mom= =9 MAL ROUNDED CORRIER 9 ENDS OF PANEL 'S END UP W/ HEMMED EDGE (ALT,S) 2.000--j yp- Oil ma P'4L'�m g 125' SMI-76 AkNn. ALLOY NO. 44167 OF 0001 "'Im "t 3*w3"(Wam.) ALUM, ANGLE STOP am ..... .. 111' LONG . ..... /M LTE c FRI. 5063-75 Alurn. AULOY 2.250* -:Ow 2.2�4' gramm "u" TgAcK 2.000 -6* Ms. 2%3*(UnK.) ALLIM. ANGLE . . . . . . . . . . . . . . MINE L L 4 3. - MAW Ame" wil -4 40 IT -L' 1.11, 1 [SKN=4 !Iff -WT1L 31 3. WIN, TV" Comm= mean sm OR ow, m Imm a K Typlct� UR ES 2000 E-Z a ORM ML Svmu SALE 4w - T' -A MOM E - Z WAIG STORM PANU PTr[M C&EWIW OF PANEL -. TRACKS TOP & BOTTOM. (2) (FOS:MSHALL ALWAYS K CONNECTED 70 BOTTOM YfMC9 CITHORNSE A STOP SAN "CIVIOM AT TOP OF SUCH PANELS. 5 THUMBSICRV* " OAT Or OF FASTENERS MAY EITHER OF M ENVERION FLAT FLANM OF END PANEL (4). IN CASE M VD;V &NCTP=M TOLOOTTOM IRAW .. A STOP BAR IS ONLY SNAL BE CONNECTED% BOTTOM TRACK 0, us" SPECS 00" ON NOTE W ABOVE. IN SUCIl CASIL CONNECTION OF PANELS TO BOTTOM TRACX MAY OCCUR AT NY, PANEL UDCATICN. (5) SEE SECTION 1'. 3' & 4' ON SHILCI 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3' NO. 2'/24 V/24 cm won 3 aLm Imm"Al am vw 10, 4" tftl* SINS TV or& Ilr 3. 49 ITI'l I Isi-1- H I &QATIt I till I �1 m"ml VAL) INSTALIED AT M. TOK K PRONCIED TYPICAL ELEVATI HANQUE 70 FACLRM =1& TO K SIVALLM MM E-7 MANG STORM 04" OF 5"WTURE. mu --Ar-,/- M. ON, 114- SIECTM B- mu vw - 1* (i) ptnWri 01 Crass: tOM E - Z lost rAl BOTTOM W/ PANCUMT113. (2). END PANELS SHALL ALWAYS K CONKICTIP TO EXIMING SU WALL BY MEANS OF 0ANIELMAID . Ow END PANELS 60ftkrWWUS%W JOINTLY W/ 15 L W, WCX A q I PLIT 1� Fcal- DESCRIBED CN�/ r. AS AT STOP so (4). no 2WAILATIONS WHEN END PANELS AND SOW WYERION PINNELS AM MKCMY MOUNTED To EXISTM SILL T= ONE MITERIOR PAMIL MAY BE USED JOINTLY W/ Zammm BOTTOM TIMCK To WALL Z.M P*amm rOLLONIND SHOW1 ON OLWYEIN AND �* EDINE DISTANCE. TOM TOO =JTY 1. V gg SH WSY.LED Lin a Rwff SIDE Of INTERIOR PANEL) HATE 000IN't moon m $Dow "-- bw w N F-wm/' SIALL. M - CHIC w1m fm 10-0 1 os SHIFT TV To Im I GMFLAP arm= 01100=0 wALL AND 0 my spowomm Pop UK OFE TO TRICKS ON mMos - -t v mn -� or& 0 am low vd* C- 'm ON OW M.46 0 110p a No -CANK cmwooa�fww To I T C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so 3/32 12 '77rc-' Ut IIA'T" rL SCALE 3/8,-1, WALL MMUM INUMIA= LUMANEL 0 LA SCALE 3/8"-1, at ow III & 0 to mmm TIVE ft Sam in I/4-P WV=o AM owzmA~ MITI, WOOD FIT" 06,LM a. A"" eAmm 04 LOWAN AW"= WKV" MD No"& ONE astsmor AN 00"m of Do WMAK FOP LIL UM TIM WICKIIII) 0. 'W. 2mm" RIMUCE Atom 9m "Ift"o wmom so" a" Im" Wit LL mummm mump v INS POUDWG IIACT1011. MR g TO K NUKE ;&so - _-:-- K LESS OSWNCO 1010 FACM 10s" Nor gyp - TWA NO"" Womic "WAN FOR EACH MCNION TYPT 0% THIN WNWAZ A'/r 14&S. M.L W/ PUT WASHER 84;�� WON;; Nut PASHER IS WCON AVCHM 11r ILC 0 4 1/2' 01C. ...Fowm CONCRETE OR COMONE BLOCK -epum concitm Kam an BLOCK WALL "tWNn - A - I ATION WAIL mmm ImmuAld. 2 IffiLMA"PANU v-AkE 3/81.1" SCALE 3/4'. 1' INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORld PANEL SYSTEW INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES vpCOw AJmOHOmS IZ4' TOWN ANOWAS 7M.CONCRETE on METT NUTXr "EIRAW 1wou"m It S ss%�* vom, 141 43 2 211 SMIXT Is & NO NO AMD*% not 1/4-o SMOIN TO VJWMLATOO 010 WXXI Tom ROME SUILDW WL NOW vsmm OQ 3 3 MONTI MICHOR WNW= " wmm OK 01111140 ft 090"10 TO THIS 4 3 % mmu mu mom SPACING IN 0, 131A CHWULF Am UNIT TWA ININIAM N&LIn"a WOCM so^ ON 9mmu an ga an am" OF&M or THE POLLONINIS Awftft. I" MANTION It K POW&L JW1U= 35 VAPOR 4=1040 U0111 FACTOR SNALL MDT - K I= THAN W&VA sftax 01DICATEII, no PAN mom TAK am 7419 004OLU Is P LMAST PLUS N/ ONT vw W" w ANIHER O.C. REQUIRED WAU "I= 20;AUAM imp, f L Ir -rn-. 4czi 'a 3 �w VON MIT Is&" REQUIRED WAU MgVM %IIA"UMN 0 JWIMPANM SCALE 3/r-l" CIO -Cu -6-- > 2 -0= ca. 2 Cu -0 CIO t::! CU -Cu 2:) C:) CD 0 CL. = 3: S_- C -0- Cu C:) -6"# %4- CIO Cu 0 > -0 E 2 CD ZZ CU '0 0- m a U) < z z w =I INSTALLATION DETAILS FOR OPTION #2 FOR LEE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY SJQRM PANEL SYSTEM -L--Z-m6mLJim PIAOMAL INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD SIRUCTURES I E-2 NANG STORM PANEL SHORN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN YtRunm FOR COMPLANCE IN 6 0) MINIMUN EMBEDMENT OF TAPCON ANCHM AND PANIELMATE n%AUE 0 & VANELMATE PLUS WTO CoNom ACCOADIIINCE ININ THE 2020 (ft WITION) OF THE FUDA" SUILOPC CODE. 8LOC% SHALL BE 1 4/4', 4 T1 DESIGN ININD LOAN SMALL BE DETERMAIED AS PER SECTION 1820 OF THE ANOW MENTIONED CODE, 1.2) momm Ememmem? OF 1/4"S X 7/4r C0LK-IN MCHORS W" K 15 7/8- WM CONCRM. FOR A WOW SPEED AS RMARED NY THE JURISOCI)ON WHER1 THESE SHUTTERS; WILL BE 04TALLSO AND C= IN A OPECTCMM FACTOR Kd-O.W V$WQ AM 7-16 NO SHi NOT EXCEED THE M0XIVUM (&S.O.) 0-20 SS SIDERALK DOLIS USED SMALL BE LOW ENOUGH(SIOULD ANY FINISH MATERIAL no To 'A NO EMBODIMENT WTO ANY FINISH MATERIAL SMALL BE PERMITTED. gar, 7=NR" Mzm DESIO" PRESSURE RATINGS INIDICArED ON $HEM 25 A 26. 1/4 ST) A 14*9 TAPCON 0 1' O.C. I . -� 1 1, i ' ENGAGE 311V INTO ANCHORS. I/ - -- - --- / " Np INNEAW a Ir ox_ t 7 1 1 t' --!14-0 w4m 0 r O'C' IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE CVS*N WIND UQ" DETERMINED PUT ASCE 7-16 At WOOD $HALL K FIRST REDUCM TO ASO, DES" WIND LOAD$ BY WATIPLYM TWDA BY 0 4 IN DOW TO &33 04 rAK THAT PRECAST Si 0* PRECAST CONCRETE PAWS BE FOUND On THE EXITYM WALL, THKAM WOOO I"Imp HEADER 400 I "NAM TO COWAK THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINOS INDICATED ON SHEM 25 A 26. ANCHORS SMALL K LOW DO" TO REACH THE MAIN STRUCTURE WwwD SUCH PAmi AN0004E I I i HIAW SHALL ME AS MENTIONIED IN #J) AND IN 11.2). HOW E-Z CZ5 IN ORDER TO VERWY THAI COMPONENTS AND ANCHOR$ ON THIS P.EM AS TESTED WM NOT OWN 311113SID, A WIN OCRE49 C--A 1/2- C /2' IN ALOWAKE MESS MR WIND LQVS WAS fia I= 01 WE ANkVM FA=Kft SPACING TO WOOD HAS KEN A 11/4- OETERIANED IN ACCOROAMM WM %LO-S 2015. (C) AMCHM SMALL BE *41TALLED IMICINING ALL Of THE RECOMMENDATIONS AND spwricAnoms OF THE ANCHOR'S 015 WKWACTURER LA. >< -7 1 r NIVII, STORM PANELS ADEQUACY FOR IMPACT AND FATOX RESISTANCE HAS BEEN VERM K ACCORDANCE WTHI SOCTION 1626 or THE ABOVE MENTIONED CODE AS PER FENESTRATION TMOIC LABORATORY, M REPORIT 1 2032, AS P"TOCOLS TAS-201. If SHAIA IN THE RESPONIMITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Of THE =WM 01HERE, SHUTTER VAS-202 AM TAS-203- 13 TO K ATTACHED 10 INSAW PROPER ANCHORAGE- THIS SHUTTER SHAU. ONLY K ATTACHED TO CC*KmETL BLOCIC C14 L G O"F I FROM INTAXISION CAUUK AND TRIAL. SHUTTER TRCkS ALI AMOLPID FULL CJ ENGTH. V M.N. w On To 45� 3. SUM 1000 01STALLATION IS APPLJCASILE TO SNOW AND DOUBLE HUNG STYLE WW40M WHEN INSTALLATION 5 REOUKD to K ou 904WLU an amm" PAM LENGTH ON 4"m 121 PANEL LDAM pw 140 an ow I PERFORMW FROM ?HE INSIDE or STRUCTURE. 13. STORM PANEL INIST&LATION $HALL COMPLY WITH SPECS INDICATED IN THIS ORAININC PLUS ANY GUILOWC AM low4a -< MET IsOn 1 60,10) *L* Mos. M- a" "a REGULATIONS PROMED BY THE JURSDICTION WHERE PERMIT IS APPLIED TO. C= PANEL LENCTH ($a NOTX I KIM PANEL Lummm opavnw I I Cu A W 10NOWAVIN hiss 4. SERIES 2NO INSTALLATION 6 APPLIONSLE 70 SWGUE AND D06W NUNG AND HORWWAL SLIOM STYLE VINDOWS WHEN Wes ow pm , mov) ILK (SEE NOTE �, M M To OUNIA NSTALLATION 15 NIT"KID TO BE PERIPORIMED FROM THE MOM OF STRUCTURE. 14 XTRIUM WINDOWS AND DOOM. INC, I - I RAW STORM PANEL SYS - IS p0W pggM ISIX : -I,,- PANEL LOOM Com 104ch" PANEL LENGTH a *41ff lei 1/4 -1 ON omw .4) (STE: wm, I Kww) (SEE N=, I BELOW) a - L.) w I S ALL ALUMINUM EXTRUSIONS TO BE WO-75 KAM AND TOM. (UNUM OTHERWISE NOTED) XWWfW �,), PREPARED By THIS KNOINIVER 6 GENERIC AND DOES NOT PROVIDE c'm 15 (A) no$ PROWCT S Cr ;Xx�,31311` WORMAIION FODNASTn" e, wmm THE sm cominoNs OEMATE FROM THE P.E.0 m S, ALL ALUM11" SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H)4 ALL00. W CONTRACTOR 0 K Fv3PONSO4 POR THE SELECnON. PURemAsIt AND WISIALLATTOm INCLUDING Lim IMFEw OF V400 TAPCON A, 7. ALL 171111. SHM METAL PANELS SMALL. HAVE STRUMIRAL QUALITY TICEI� ASTM A-063 MR 50 Mari., ONILVANIZED STEEL THIS PRODUCT &4510 *4 THIS P�La- PROVIDED HE/Sw Om Not DEVIATE FROM THE CONDITIONS OFTAILEID 04 E W/I I OnsOmy" W/Fy- 5" km CWTINT ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT BRIF IS THE CONT%hC?On RESPONSIBILITY. C) ME= ...... Oil ALL SCRENS TO K STAIMILM STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON VEEL AS PER DIN (0) THIS PRODUCT 80"ATION DOCUMENT WILL K CONSIDERM OMUD IF MODIFIED. MKWOTN Or PLATE 5001111 W/ 50 kW Y= STRENOTH AND SO I* TENSIUE STRE)WH & SKALL COMPLY W/ FIJADA SUILOPIG CODE SECTION 2411.3.3.4 (d) SITE SAECIPIC PR=CTS SMALL BE P14PAWD BY A FLOW ROOBITOM ENGPJM ON ARCHITECT ow-m ou 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 kW MINAIUM MD STRENGTH. KOK THE ENNNEER OF RECORD MO.R.) IN THE PROJECT AND W440 INILL K RESPONSISUE FOR THE USE OF THE P.E.D. KNOWEER Or RECORD. ACTING AS A DELEGATOD ENGINEER TO THE P.E.D. Emommm. SK-A&L G 10. ANCHORS 70 WALL SHALL BE AS FOLLONTITS SAINNY TO no$ LATTER THE SITE SPECIFIC DIIINAMIGS FOR REWW (A) RECORD JD THAT PREPARED IT (-) THIS P-E � SMALL OW THE WE AND ORTONA& SEAL AND so"nour OF THE mornSION& p4mm or It4'# TAPCON ANCHONS AS MANUFAMMED Err ITW, 9UILOM PC. (MIN. I'c-3112 W/ Ei 1/4* 0 K 7/8' Ci ANCHORS, AS MANWACTURED BY Dbftt INC. (UP. Vc-3000 v�kj 10 STORM PANEL MANUFACTLRUTS LABEL SHALL K LOCATED ON A 111SAIINLY VISIBLE LOCATION AI STORM PANEL IN NUT 014-10 PANEUMATE POMILE 0 & PAmumm PLUS Pmmm. As ~AcTuRrPD 1w tueo CoNsmicno" PRODUCTS 3/32' WWO PUT ACCORDANCE WITH SECTION 1709.9.3 OF FtORW BLALDW CODE ONE LABEL SWIL BE PLACED MR EVERY CPEMW� 12 11r Ot, L480J?4 TO COMPLY WITIN SECTION 1709.9.2 OF THE I'LORICIA MAD04 COM S am, A, MS W/ tlT 1, PUT 3m, W" To" ILI) MINMW EMBEDMENT OF TAPCON ANCHORS 040 POURED CONCRETE SK14U IN 1 3/4- AND 2' FOR PMELMATE IFTLO) 0: L wm ftA4 7/3'0 3/32' WM NUT I* O.C. upm 0 e O'C. mm 1HRIADID KOLNREO 21.41 WOW IMAR FEMALE 10 A PANELMATE PLUS. OF PLATE I - I �; WAS" 0 6 1/4- G.C. 0 (KY00) WON" A14-10 PAINELMATE I OF PLATE uvmm 44A;'r -J��.VQD PLATE -I-10 PANELMATE A2) MINNUM EMBEDMENT OF t/4 It 7/3' CALX-IN ANCHORS SHALL BE IS 71r IWO CONCRETE. NO EMBEDMENT Roo �w - - I I ANY FINISH N64TOW SMALL. BE PERMITTED. -Qg�"W PLATE 6 ;/4* MOC. j�� I - ED PIATE tts 1/4* 0-20 SS SIOEINALX BOLTS USED SMALL K LONQ ENOUCH(SHOULO ANY FIMSH MATERIAL ExIST) TO 044" 3/4 WALL RWJ* 111111d WALL ATM MIN. zz- MIN. I . . 11 m NA7M ITAW 0 1 AT MVMDIH OF PLATE w?O ANCHOR& ALTYJL NFOLA" PANEL ffifm�m� WALL MIDUM IAM S&L OMNI SCALE W.I* AL LJFIE SAFErT PANJEL t A.3) IN CAN THAT PRECAST STONE. PRECAST CONCRETE RANELS. OR PAVERS K VOLK ON 1�it EXISTINS WALL OR --- Al =A7M ............. a LIM %A-myJmLL SCALE "I IN= I AMN WALL you 9 1 FLOOR. ANCHORS SMALL K LOW ENOUGH TO REACH THE MAIN STRUCTURE B&INO SU04 PANELS. ANCHDRAGE WWI EN SCALE 3/1.1' so" 3/. ..1 ALIENNATrff-� IN AS MENTIMID IN A, I) AND IN &2). Agperpm :!T'4�41 - No. 44 167 1 a IL LWE UrM PANEL WALE 3/0--l- SCAU 3/8-- 1 (a) To ERMYNG CONCRETE WOLK *&I ENSC FLORIDA BUILDING CODE (Wgh Velocity Nu Trans Zen*) FLORIDA BUILD" CODE (Moh Voloc"y Ku one Zone) 1. WMASTIONS ARE ONLY WAD FOR BUUMONT PITH A.&O. OCOM LO" FLORIDA WILOM CODE (NIgh VW*cNy Nu Gone Zone)l 1/4' 0 TAITOON ANCHORS AS MoANUFACTURED BY 17,11f, BUILOEX 04 UP TO .115,11, -72.0 PW NO AMIELS UNION LIP TO W-r 'I'Lum w- 44167 am "m MC. -,;/4' 0 X 7/3' CALK-0N ANC11ORS. AS BY OEWT OK (r�1500 0,0.) or, rp UK CALVANIUD WELL STONM FANEL rp 20 OACE GALVANIZED SIM STORN PANEL DUN Is, 4-10 PMELMATE MMAUE 0 AND PAWA4Krr PLUS AINCHM. AS MAMUNAVURV BY ELCO CO"StRUKTTION 6S, 20 MOE QMVANIZED SITEL STM POU oaft or 2, Fla MEN WOOD FRAME CONSTRUCTION, 1000 MI-ar BE �Ix"NER"ll WAN ft I. NVALLA71ONS Aft ONLY ftV MR SUILDANW WITINI A." Dem Umm r- PRODUCTS (1'-2071 ps.L) Poe No. L W/ part; DENS" or 0.36 Olt COLML UP 10 �55.5. -72.0 PSF NO PAMELS LEMON LIP TO 6*-r. or/04,31", 'ATE No MIL ECO Inc. OL09AL PROXCT" ML GLOBAL PROTECTION oft GLOBAL PRORMON PRODUCm ur. MATE PRmcm LLC. Pwxm. Uc. "W"" 11L1EC0..7\ 400 WL 61 xneu book. 2. "M WENT WOOD FILOAK CONSTRUCTION: 0000 MEMBERS 70 K SOUTHERN f, mo SUM WAL ft. 3PI4 PONT NO. 2. W/ L-EWV SIPT 01 045 CIR EOUAL 3nI4 W)JRow ox �.w Mac. ("*)N*- 20-176 20-176 mo, "* (m)IN-mm 20-176 owma ft . ! OWN= W-40"I No 1 I=A 111' P�L P1. 111�411' Nowwoo";! PJL "Amm"Ift/wE amp" ft Is or 28 t a= a, Ira I�VVRW U 1 *0�118101ff- IS t#1110A 4=P41I.'FXk milill . ..... ww (TOTAL wurm�- 115or WTVCW4 WOTHI .01. 12W 2.U'P- .3mv -Mr. Alum A-6112 4 BONN so mAm. ".IT 0-0 QN.Y. RMIM Ph' TRACK ANNEL'S Do LIP r .125' IIEVIMEQ 3.750, mom= =9 MAL ROUNDED CORRIER 9 ENDS OF PANEL 'S END UP W/ HEMMED EDGE (ALT,S) 2.000--j yp- Oil ma P'4L'�m g 125' SMI-76 AkNn. ALLOY NO. 44167 OF 0001 "'Im "t 3*w3"(Wam.) ALUM, ANGLE STOP am ..... .. 111' LONG . ..... /M LTE c FRI. 5063-75 Alurn. AULOY 2.250* -:Ow 2.2�4' gramm "u" TgAcK 2.000 -6* Ms. 2%3*(UnK.) ALLIM. ANGLE . . . . . . . . . . . . . . MINE L L 4 3. - MAW Ame" wil -4 40 IT -L' 1.11, 1 [SKN=4 !Iff -WT1L 31 3. WIN, TV" Comm= mean sm OR ow, m Imm a K Typlct� UR ES 2000 E-Z a ORM ML Svmu SALE 4w - T' -A MOM E - Z WAIG STORM PANU PTr[M C&EWIW OF PANEL -. TRACKS TOP & BOTTOM. (2) (FOS:MSHALL ALWAYS K CONNECTED 70 BOTTOM YfMC9 CITHORNSE A STOP SAN "CIVIOM AT TOP OF SUCH PANELS. 5 THUMBSICRV* " OAT Or OF FASTENERS MAY EITHER OF M ENVERION FLAT FLANM OF END PANEL (4). IN CASE M VD;V &NCTP=M TOLOOTTOM IRAW .. A STOP BAR IS ONLY SNAL BE CONNECTED% BOTTOM TRACK 0, us" SPECS 00" ON NOTE W ABOVE. IN SUCIl CASIL CONNECTION OF PANELS TO BOTTOM TRACX MAY OCCUR AT NY, PANEL UDCATICN. (5) SEE SECTION 1'. 3' & 4' ON SHILCI 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3' NO. 2'/24 V/24 cm won 3 aLm Imm"Al am vw 10, 4" tftl* SINS TV or& Ilr 3. 49 ITI'l I Isi-1- H I &QATIt I till I �1 m"ml VAL) INSTALIED AT M. TOK K PRONCIED TYPICAL ELEVATI HANQUE 70 FACLRM =1& TO K SIVALLM MM E-7 MANG STORM 04" OF 5"WTURE. mu --Ar-,/- M. ON, 114- SIECTM B- mu vw - 1* (i) ptnWri 01 Crass: tOM E - Z lost rAl BOTTOM W/ PANCUMT113. (2). END PANELS SHALL ALWAYS K CONKICTIP TO EXIMING SU WALL BY MEANS OF 0ANIELMAID . Ow END PANELS 60ftkrWWUS%W JOINTLY W/ 15 L W, WCX A q I PLIT 1� Fcal- DESCRIBED CN�/ r. AS AT STOP so (4). no 2WAILATIONS WHEN END PANELS AND SOW WYERION PINNELS AM MKCMY MOUNTED To EXISTM SILL T= ONE MITERIOR PAMIL MAY BE USED JOINTLY W/ Zammm BOTTOM TIMCK To WALL Z.M P*amm rOLLONIND SHOW1 ON OLWYEIN AND �* EDINE DISTANCE. TOM TOO =JTY 1. V gg SH WSY.LED Lin a Rwff SIDE Of INTERIOR PANEL) HATE 000IN't moon m $Dow "-- bw w N F-wm/' SIALL. M - CHIC w1m fm 10-0 1 os SHIFT TV To Im I GMFLAP arm= 01100=0 wALL AND 0 my spowomm Pop UK OFE TO TRICKS ON mMos - -t v mn -� or& 0 am low vd* C- 'm ON OW M.46 0 110p a No -CANK cmwooa�fww To I T C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORld PANEL SYSTEW INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES vpCOw AJmOHOmS IZ4' TOWN ANOWAS 7M.CONCRETE on METT NUTXr "EIRAW 1wou"m It S ss%�* vom, 141 43 2 211 SMIXT Is & NO NO AMD*% not 1/4-o SMOIN TO VJWMLATOO 010 WXXI Tom ROME SUILDW WL NOW vsmm OQ 3 3 MONTI MICHOR WNW= " wmm OK 01111140 ft 090"10 TO THIS 4 3 % mmu mu mom SPACING IN 0, 131A CHWULF Am UNIT TWA ININIAM N&LIn"a WOCM so^ ON 9mmu an ga an am" OF&M or THE POLLONINIS Awftft. I" MANTION It K POW&L JW1U= 35 VAPOR 4=1040 U0111 FACTOR SNALL MDT - K I= THAN W&VA sftax 01DICATEII, no PAN mom TAK am 7419 004OLU Is P LMAST PLUS N/ ONT vw W" w ANIHER O.C. REQUIRED WAU "I= 20;AUAM imp, f L Ir -rn-. 4czi 'a 3 �w VON MIT Is&" REQUIRED WAU MgVM %IIA"UMN 0 JWIMPANM SCALE 3/r-l" CIO -Cu -6-- > 2 -0= ca. 2 Cu -0 CIO t::! CU -Cu 2:) C:) CD 0 CL. = 3: S_- C -0- Cu C:) -6"# %4- CIO Cu 0 > -0 E 2 CD ZZ CU '0 0- m a U) < z z w =I INSTALLATION DETAILS FOR OPTION #2 FOR LEE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY SJQRM PANEL SYSTEM -L--Z-m6mLJim PIAOMAL INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD SIRUCTURES I E-2 NANG STORM PANEL SHORN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN YtRunm FOR COMPLANCE IN 6 0) MINIMUN EMBEDMENT OF TAPCON ANCHM AND PANIELMATE n%AUE 0 & VANELMATE PLUS WTO CoNom ACCOADIIINCE ININ THE 2020 (ft WITION) OF THE FUDA" SUILOPC CODE. 8LOC% SHALL BE 1 4/4', 4 T1 DESIGN ININD LOAN SMALL BE DETERMAIED AS PER SECTION 1820 OF THE ANOW MENTIONED CODE, 1.2) momm Ememmem? OF 1/4"S X 7/4r C0LK-IN MCHORS W" K 15 7/8- WM CONCRM. FOR A WOW SPEED AS RMARED NY THE JURISOCI)ON WHER1 THESE SHUTTERS; WILL BE 04TALLSO AND C= IN A OPECTCMM FACTOR Kd-O.W V$WQ AM 7-16 NO SHi NOT EXCEED THE M0XIVUM (&S.O.) 0-20 SS SIDERALK DOLIS USED SMALL BE LOW ENOUGH(SIOULD ANY FINISH MATERIAL no To 'A NO EMBODIMENT WTO ANY FINISH MATERIAL SMALL BE PERMITTED. gar, 7=NR" Mzm DESIO" PRESSURE RATINGS INIDICArED ON $HEM 25 A 26. 1/4 ST) A 14*9 TAPCON 0 1' O.C. I . -� 1 1, i ' ENGAGE 311V INTO ANCHORS. I/ - -- - --- / " Np INNEAW a Ir ox_ t 7 1 1 t' --!14-0 w4m 0 r O'C' IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE CVS*N WIND UQ" DETERMINED PUT ASCE 7-16 At WOOD $HALL K FIRST REDUCM TO ASO, DES" WIND LOAD$ BY WATIPLYM TWDA BY 0 4 IN DOW TO &33 04 rAK THAT PRECAST Si 0* PRECAST CONCRETE PAWS BE FOUND On THE EXITYM WALL, THKAM WOOO I"Imp HEADER 400 I "NAM TO COWAK THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINOS INDICATED ON SHEM 25 A 26. ANCHORS SMALL K LOW DO" TO REACH THE MAIN STRUCTURE WwwD SUCH PAmi AN0004E I I i HIAW SHALL ME AS MENTIONIED IN #J) AND IN 11.2). HOW E-Z CZ5 IN ORDER TO VERWY THAI COMPONENTS AND ANCHOR$ ON THIS P.EM AS TESTED WM NOT OWN 311113SID, A WIN OCRE49 C--A 1/2- C /2' IN ALOWAKE MESS MR WIND LQVS WAS fia I= 01 WE ANkVM FA=Kft SPACING TO WOOD HAS KEN A 11/4- OETERIANED IN ACCOROAMM WM %LO-S 2015. (C) AMCHM SMALL BE *41TALLED IMICINING ALL Of THE RECOMMENDATIONS AND spwricAnoms OF THE ANCHOR'S 015 WKWACTURER LA. >< -7 1 r NIVII, STORM PANELS ADEQUACY FOR IMPACT AND FATOX RESISTANCE HAS BEEN VERM K ACCORDANCE WTHI SOCTION 1626 or THE ABOVE MENTIONED CODE AS PER FENESTRATION TMOIC LABORATORY, M REPORIT 1 2032, AS P"TOCOLS TAS-201. If SHAIA IN THE RESPONIMITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Of THE =WM 01HERE, SHUTTER VAS-202 AM TAS-203- 13 TO K ATTACHED 10 INSAW PROPER ANCHORAGE- THIS SHUTTER SHAU. ONLY K ATTACHED TO CC*KmETL BLOCIC C14 L G O"F I FROM INTAXISION CAUUK AND TRIAL. SHUTTER TRCkS ALI AMOLPID FULL CJ ENGTH. V M.N. w On To 45� 3. SUM 1000 01STALLATION IS APPLJCASILE TO SNOW AND DOUBLE HUNG STYLE WW40M WHEN INSTALLATION 5 REOUKD to K ou 904WLU an amm" PAM LENGTH ON 4"m 121 PANEL LDAM pw 140 an ow I PERFORMW FROM ?HE INSIDE or STRUCTURE. 13. STORM PANEL INIST&LATION $HALL COMPLY WITH SPECS INDICATED IN THIS ORAININC PLUS ANY GUILOWC AM low4a -< MET IsOn 1 60,10) *L* Mos. M- a" "a REGULATIONS PROMED BY THE JURSDICTION WHERE PERMIT IS APPLIED TO. C= PANEL LENCTH ($a NOTX I KIM PANEL Lummm opavnw I I Cu A W 10NOWAVIN hiss 4. SERIES 2NO INSTALLATION 6 APPLIONSLE 70 SWGUE AND D06W NUNG AND HORWWAL SLIOM STYLE VINDOWS WHEN Wes ow pm , mov) ILK (SEE NOTE �, M M To OUNIA NSTALLATION 15 NIT"KID TO BE PERIPORIMED FROM THE MOM OF STRUCTURE. 14 XTRIUM WINDOWS AND DOOM. INC, I - I RAW STORM PANEL SYS - IS p0W pggM ISIX : -I,,- PANEL LOOM Com 104ch" PANEL LENGTH a *41ff lei 1/4 -1 ON omw .4) (STE: wm, I Kww) (SEE N=, I BELOW) a - L.) w I S ALL ALUMINUM EXTRUSIONS TO BE WO-75 KAM AND TOM. (UNUM OTHERWISE NOTED) XWWfW �,), PREPARED By THIS KNOINIVER 6 GENERIC AND DOES NOT PROVIDE c'm 15 (A) no$ PROWCT S Cr ;Xx�,31311` WORMAIION FODNASTn" e, wmm THE sm cominoNs OEMATE FROM THE P.E.0 m S, ALL ALUM11" SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H)4 ALL00. W CONTRACTOR 0 K Fv3PONSO4 POR THE SELECnON. PURemAsIt AND WISIALLATTOm INCLUDING Lim IMFEw OF V400 TAPCON A, 7. ALL 171111. SHM METAL PANELS SMALL. HAVE STRUMIRAL QUALITY TICEI� ASTM A-063 MR 50 Mari., ONILVANIZED STEEL THIS PRODUCT &4510 *4 THIS P�La- PROVIDED HE/Sw Om Not DEVIATE FROM THE CONDITIONS OFTAILEID 04 E W/I I OnsOmy" W/Fy- 5" km CWTINT ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT BRIF IS THE CONT%hC?On RESPONSIBILITY. C) ME= ...... Oil ALL SCRENS TO K STAIMILM STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON VEEL AS PER DIN (0) THIS PRODUCT 80"ATION DOCUMENT WILL K CONSIDERM OMUD IF MODIFIED. MKWOTN Or PLATE 5001111 W/ 50 kW Y= STRENOTH AND SO I* TENSIUE STRE)WH & SKALL COMPLY W/ FIJADA SUILOPIG CODE SECTION 2411.3.3.4 (d) SITE SAECIPIC PR=CTS SMALL BE P14PAWD BY A FLOW ROOBITOM ENGPJM ON ARCHITECT ow-m ou 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 kW MINAIUM MD STRENGTH. KOK THE ENNNEER OF RECORD MO.R.) IN THE PROJECT AND W440 INILL K RESPONSISUE FOR THE USE OF THE P.E.D. KNOWEER Or RECORD. ACTING AS A DELEGATOD ENGINEER TO THE P.E.D. Emommm. SK-A&L G 10. ANCHORS 70 WALL SHALL BE AS FOLLONTITS SAINNY TO no$ LATTER THE SITE SPECIFIC DIIINAMIGS FOR REWW (A) RECORD JD THAT PREPARED IT (-) THIS P-E � SMALL OW THE WE AND ORTONA& SEAL AND so"nour OF THE mornSION& p4mm or It4'# TAPCON ANCHONS AS MANUFAMMED Err ITW, 9UILOM PC. (MIN. I'c-3112 W/ Ei 1/4* 0 K 7/8' Ci ANCHORS, AS MANWACTURED BY Dbftt INC. (UP. Vc-3000 v�kj 10 STORM PANEL MANUFACTLRUTS LABEL SHALL K LOCATED ON A 111SAIINLY VISIBLE LOCATION AI STORM PANEL IN NUT 014-10 PANEUMATE POMILE 0 & PAmumm PLUS Pmmm. As ~AcTuRrPD 1w tueo CoNsmicno" PRODUCTS 3/32' WWO PUT ACCORDANCE WITH SECTION 1709.9.3 OF FtORW BLALDW CODE ONE LABEL SWIL BE PLACED MR EVERY CPEMW� 12 11r Ot, L480J?4 TO COMPLY WITIN SECTION 1709.9.2 OF THE I'LORICIA MAD04 COM S am, A, MS W/ tlT 1, PUT 3m, W" To" ILI) MINMW EMBEDMENT OF TAPCON ANCHORS 040 POURED CONCRETE SK14U IN 1 3/4- AND 2' FOR PMELMATE IFTLO) 0: L wm ftA4 7/3'0 3/32' WM NUT I* O.C. upm 0 e O'C. mm 1HRIADID KOLNREO 21.41 WOW IMAR FEMALE 10 A PANELMATE PLUS. OF PLATE I - I �; WAS" 0 6 1/4- G.C. 0 (KY00) WON" A14-10 PAINELMATE I OF PLATE uvmm 44A;'r -J��.VQD PLATE -I-10 PANELMATE A2) MINNUM EMBEDMENT OF t/4 It 7/3' CALX-IN ANCHORS SHALL BE IS 71r IWO CONCRETE. NO EMBEDMENT Roo �w - - I I ANY FINISH N64TOW SMALL. BE PERMITTED. -Qg�"W PLATE 6 ;/4* MOC. j�� I - ED PIATE tts 1/4* 0-20 SS SIOEINALX BOLTS USED SMALL K LONQ ENOUCH(SHOULO ANY FIMSH MATERIAL ExIST) TO 044" 3/4 WALL RWJ* 111111d WALL ATM MIN. zz- MIN. I . . 11 m NA7M ITAW 0 1 AT MVMDIH OF PLATE w?O ANCHOR& ALTYJL NFOLA" PANEL ffifm�m� WALL MIDUM IAM S&L OMNI SCALE W.I* AL LJFIE SAFErT PANJEL t A.3) IN CAN THAT PRECAST STONE. PRECAST CONCRETE RANELS. OR PAVERS K VOLK ON 1�it EXISTINS WALL OR --- Al =A7M ............. a LIM %A-myJmLL SCALE "I IN= I AMN WALL you 9 1 FLOOR. ANCHORS SMALL K LOW ENOUGH TO REACH THE MAIN STRUCTURE B&INO SU04 PANELS. ANCHDRAGE WWI EN SCALE 3/1.1' so" 3/. ..1 ALIENNATrff-� IN AS MENTIMID IN A, I) AND IN &2). Agperpm :!T'4�41 - No. 44 167 1 a IL LWE UrM PANEL WALE 3/0--l- SCAU 3/8-- 1 (a) To ERMYNG CONCRETE WOLK *&I ENSC FLORIDA BUILDING CODE (Wgh Velocity Nu Trans Zen*) FLORIDA BUILD" CODE (Moh Voloc"y Ku one Zone) 1. WMASTIONS ARE ONLY WAD FOR BUUMONT PITH A.&O. OCOM LO" FLORIDA WILOM CODE (NIgh VW*cNy Nu Gone Zone)l 1/4' 0 TAITOON ANCHORS AS MoANUFACTURED BY 17,11f, BUILOEX 04 UP TO .115,11, -72.0 PW NO AMIELS UNION LIP TO W-r 'I'Lum w- 44167 am "m MC. -,;/4' 0 X 7/3' CALK-0N ANC11ORS. AS BY OEWT OK (r�1500 0,0.) or, rp UK CALVANIUD WELL STONM FANEL rp 20 OACE GALVANIZED SIM STORN PANEL DUN Is, 4-10 PMELMATE MMAUE 0 AND PAWA4Krr PLUS AINCHM. AS MAMUNAVURV BY ELCO CO"StRUKTTION 6S, 20 MOE QMVANIZED SITEL STM POU oaft or 2, Fla MEN WOOD FRAME CONSTRUCTION, 1000 MI-ar BE �Ix"NER"ll WAN ft I. NVALLA71ONS Aft ONLY ftV MR SUILDANW WITINI A." Dem Umm r- PRODUCTS (1'-2071 ps.L) Poe No. L W/ part; DENS" or 0.36 Olt COLML UP 10 �55.5. -72.0 PSF NO PAMELS LEMON LIP TO 6*-r. or/04,31", 'ATE No MIL ECO Inc. OL09AL PROXCT" ML GLOBAL PROTECTION oft GLOBAL PRORMON PRODUCm ur. MATE PRmcm LLC. Pwxm. Uc. "W"" 11L1EC0..7\ 400 WL 61 xneu book. 2. "M WENT WOOD FILOAK CONSTRUCTION: 0000 MEMBERS 70 K SOUTHERN f, mo SUM WAL ft. 3PI4 PONT NO. 2. W/ L-EWV SIPT 01 045 CIR EOUAL 3nI4 W)JRow ox �.w Mac. ("*)N*- 20-176 20-176 mo, "* (m)IN-mm 20-176 owma ft . ! OWN= W-40"I No 1 I=A 111' P�L P1. 111�411' Nowwoo";! PJL "Amm"Ift/wE amp" ft Is or 28 t a= a, Ira I�VVRW U 1 *0�118101ff- IS t#1110A 4=P41I.'FXk milill . ..... ww (TOTAL wurm�- 115or WTVCW4 WOTHI .01. 12W 2.U'P- .3mv -Mr. Alum A-6112 4 BONN so mAm. ".IT 0-0 QN.Y. RMIM Ph' TRACK ANNEL'S Do LIP r .125' IIEVIMEQ 3.750, mom= =9 MAL ROUNDED CORRIER 9 ENDS OF PANEL 'S END UP W/ HEMMED EDGE (ALT,S) 2.000--j yp- Oil ma P'4L'�m g 125' SMI-76 AkNn. ALLOY NO. 44167 OF 0001 "'Im "t 3*w3"(Wam.) ALUM, ANGLE STOP am ..... .. 111' LONG . ..... /M LTE c FRI. 5063-75 Alurn. AULOY 2.250* -:Ow 2.2�4' gramm "u" TgAcK 2.000 -6* Ms. 2%3*(UnK.) ALLIM. ANGLE . . . . . . . . . . . . . . MINE L L 4 3. - MAW Ame" wil -4 40 IT -L' 1.11, 1 [SKN=4 !Iff -WT1L 31 3. WIN, TV" Comm= mean sm OR ow, m Imm a K Typlct� UR ES 2000 E-Z a ORM ML Svmu SALE 4w - T' -A MOM E - Z WAIG STORM PANU PTr[M C&EWIW OF PANEL -. TRACKS TOP & BOTTOM. (2) (FOS:MSHALL ALWAYS K CONNECTED 70 BOTTOM YfMC9 CITHORNSE A STOP SAN "CIVIOM AT TOP OF SUCH PANELS. 5 THUMBSICRV* " OAT Or OF FASTENERS MAY EITHER OF M ENVERION FLAT FLANM OF END PANEL (4). IN CASE M VD;V &NCTP=M TOLOOTTOM IRAW .. A STOP BAR IS ONLY SNAL BE CONNECTED% BOTTOM TRACK 0, us" SPECS 00" ON NOTE W ABOVE. IN SUCIl CASIL CONNECTION OF PANELS TO BOTTOM TRACX MAY OCCUR AT NY, PANEL UDCATICN. (5) SEE SECTION 1'. 3' & 4' ON SHILCI 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3' NO. 2'/24 V/24 cm won 3 aLm Imm"Al am vw 10, 4" tftl* SINS TV or& Ilr 3. 49 ITI'l I Isi-1- H I &QATIt I till I �1 m"ml VAL) INSTALIED AT M. TOK K PRONCIED TYPICAL ELEVATI HANQUE 70 FACLRM =1& TO K SIVALLM MM E-7 MANG STORM 04" OF 5"WTURE. mu --Ar-,/- M. ON, 114- SIECTM B- mu vw - 1* (i) ptnWri 01 Crass: tOM E - Z lost rAl BOTTOM W/ PANCUMT113. (2). END PANELS SHALL ALWAYS K CONKICTIP TO EXIMING SU WALL BY MEANS OF 0ANIELMAID . Ow END PANELS 60ftkrWWUS%W JOINTLY W/ 15 L W, WCX A q I PLIT 1� Fcal- DESCRIBED CN�/ r. AS AT STOP so (4). no 2WAILATIONS WHEN END PANELS AND SOW WYERION PINNELS AM MKCMY MOUNTED To EXISTM SILL T= ONE MITERIOR PAMIL MAY BE USED JOINTLY W/ Zammm BOTTOM TIMCK To WALL Z.M P*amm rOLLONIND SHOW1 ON OLWYEIN AND �* EDINE DISTANCE. TOM TOO =JTY 1. V gg SH WSY.LED Lin a Rwff SIDE Of INTERIOR PANEL) HATE 000IN't moon m $Dow "-- bw w N F-wm/' SIALL. M - CHIC w1m fm 10-0 1 os SHIFT TV To Im I GMFLAP arm= 01100=0 wALL AND 0 my spowomm Pop UK OFE TO TRICKS ON mMos - -t v mn -� or& 0 am low vd* C- 'm ON OW M.46 0 110p a No -CANK cmwooa�fww To I T C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so CIO -Cu -6-- > 2 -0= ca. 2 Cu -0 CIO t::! CU -Cu 2:) C:) CD 0 CL. = 3: S_- C -0- Cu C:) -6"# %4- CIO Cu 0 > -0 E 2 CD ZZ CU '0 0- m a U) < z z w =I INSTALLATION DETAILS FOR OPTION #2 FOR LEE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY SJQRM PANEL SYSTEM -L--Z-m6mLJim PIAOMAL INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD SIRUCTURES I E-2 NANG STORM PANEL SHORN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN YtRunm FOR COMPLANCE IN 6 0) MINIMUN EMBEDMENT OF TAPCON ANCHM AND PANIELMATE n%AUE 0 & VANELMATE PLUS WTO CoNom ACCOADIIINCE ININ THE 2020 (ft WITION) OF THE FUDA" SUILOPC CODE. 8LOC% SHALL BE 1 4/4', 4 T1 DESIGN ININD LOAN SMALL BE DETERMAIED AS PER SECTION 1820 OF THE ANOW MENTIONED CODE, 1.2) momm Ememmem? OF 1/4"S X 7/4r C0LK-IN MCHORS W" K 15 7/8- WM CONCRM. FOR A WOW SPEED AS RMARED NY THE JURISOCI)ON WHER1 THESE SHUTTERS; WILL BE 04TALLSO AND C= IN A OPECTCMM FACTOR Kd-O.W V$WQ AM 7-16 NO SHi NOT EXCEED THE M0XIVUM (&S.O.) 0-20 SS SIDERALK DOLIS USED SMALL BE LOW ENOUGH(SIOULD ANY FINISH MATERIAL no To 'A NO EMBODIMENT WTO ANY FINISH MATERIAL SMALL BE PERMITTED. gar, 7=NR" Mzm DESIO" PRESSURE RATINGS INIDICArED ON $HEM 25 A 26. 1/4 ST) A 14*9 TAPCON 0 1' O.C. I . -� 1 1, i ' ENGAGE 311V INTO ANCHORS. I/ - -- - --- / " Np INNEAW a Ir ox_ t 7 1 1 t' --!14-0 w4m 0 r O'C' IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE CVS*N WIND UQ" DETERMINED PUT ASCE 7-16 At WOOD $HALL K FIRST REDUCM TO ASO, DES" WIND LOAD$ BY WATIPLYM TWDA BY 0 4 IN DOW TO &33 04 rAK THAT PRECAST Si 0* PRECAST CONCRETE PAWS BE FOUND On THE EXITYM WALL, THKAM WOOO I"Imp HEADER 400 I "NAM TO COWAK THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINOS INDICATED ON SHEM 25 A 26. ANCHORS SMALL K LOW DO" TO REACH THE MAIN STRUCTURE WwwD SUCH PAmi AN0004E I I i HIAW SHALL ME AS MENTIONIED IN #J) AND IN 11.2). HOW E-Z CZ5 IN ORDER TO VERWY THAI COMPONENTS AND ANCHOR$ ON THIS P.EM AS TESTED WM NOT OWN 311113SID, A WIN OCRE49 C--A 1/2- C /2' IN ALOWAKE MESS MR WIND LQVS WAS fia I= 01 WE ANkVM FA=Kft SPACING TO WOOD HAS KEN A 11/4- OETERIANED IN ACCOROAMM WM %LO-S 2015. (C) AMCHM SMALL BE *41TALLED IMICINING ALL Of THE RECOMMENDATIONS AND spwricAnoms OF THE ANCHOR'S 015 WKWACTURER LA. >< -7 1 r NIVII, STORM PANELS ADEQUACY FOR IMPACT AND FATOX RESISTANCE HAS BEEN VERM K ACCORDANCE WTHI SOCTION 1626 or THE ABOVE MENTIONED CODE AS PER FENESTRATION TMOIC LABORATORY, M REPORIT 1 2032, AS P"TOCOLS TAS-201. If SHAIA IN THE RESPONIMITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Of THE =WM 01HERE, SHUTTER VAS-202 AM TAS-203- 13 TO K ATTACHED 10 INSAW PROPER ANCHORAGE- THIS SHUTTER SHAU. ONLY K ATTACHED TO CC*KmETL BLOCIC C14 L G O"F I FROM INTAXISION CAUUK AND TRIAL. SHUTTER TRCkS ALI AMOLPID FULL CJ ENGTH. V M.N. w On To 45� 3. SUM 1000 01STALLATION IS APPLJCASILE TO SNOW AND DOUBLE HUNG STYLE WW40M WHEN INSTALLATION 5 REOUKD to K ou 904WLU an amm" PAM LENGTH ON 4"m 121 PANEL LDAM pw 140 an ow I PERFORMW FROM ?HE INSIDE or STRUCTURE. 13. STORM PANEL INIST&LATION $HALL COMPLY WITH SPECS INDICATED IN THIS ORAININC PLUS ANY GUILOWC AM low4a -< MET IsOn 1 60,10) *L* Mos. M- a" "a REGULATIONS PROMED BY THE JURSDICTION WHERE PERMIT IS APPLIED TO. C= PANEL LENCTH ($a NOTX I KIM PANEL Lummm opavnw I I Cu A W 10NOWAVIN hiss 4. SERIES 2NO INSTALLATION 6 APPLIONSLE 70 SWGUE AND D06W NUNG AND HORWWAL SLIOM STYLE VINDOWS WHEN Wes ow pm , mov) ILK (SEE NOTE �, M M To OUNIA NSTALLATION 15 NIT"KID TO BE PERIPORIMED FROM THE MOM OF STRUCTURE. 14 XTRIUM WINDOWS AND DOOM. INC, I - I RAW STORM PANEL SYS - IS p0W pggM ISIX : -I,,- PANEL LOOM Com 104ch" PANEL LENGTH a *41ff lei 1/4 -1 ON omw .4) (STE: wm, I Kww) (SEE N=, I BELOW) a - L.) w I S ALL ALUMINUM EXTRUSIONS TO BE WO-75 KAM AND TOM. (UNUM OTHERWISE NOTED) XWWfW �,), PREPARED By THIS KNOINIVER 6 GENERIC AND DOES NOT PROVIDE c'm 15 (A) no$ PROWCT S Cr ;Xx�,31311` WORMAIION FODNASTn" e, wmm THE sm cominoNs OEMATE FROM THE P.E.0 m S, ALL ALUM11" SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H)4 ALL00. W CONTRACTOR 0 K Fv3PONSO4 POR THE SELECnON. PURemAsIt AND WISIALLATTOm INCLUDING Lim IMFEw OF V400 TAPCON A, 7. ALL 171111. SHM METAL PANELS SMALL. HAVE STRUMIRAL QUALITY TICEI� ASTM A-063 MR 50 Mari., ONILVANIZED STEEL THIS PRODUCT &4510 *4 THIS P�La- PROVIDED HE/Sw Om Not DEVIATE FROM THE CONDITIONS OFTAILEID 04 E W/I I OnsOmy" W/Fy- 5" km CWTINT ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT BRIF IS THE CONT%hC?On RESPONSIBILITY. C) ME= ...... Oil ALL SCRENS TO K STAIMILM STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON VEEL AS PER DIN (0) THIS PRODUCT 80"ATION DOCUMENT WILL K CONSIDERM OMUD IF MODIFIED. MKWOTN Or PLATE 5001111 W/ 50 kW Y= STRENOTH AND SO I* TENSIUE STRE)WH & SKALL COMPLY W/ FIJADA SUILOPIG CODE SECTION 2411.3.3.4 (d) SITE SAECIPIC PR=CTS SMALL BE P14PAWD BY A FLOW ROOBITOM ENGPJM ON ARCHITECT ow-m ou 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 kW MINAIUM MD STRENGTH. KOK THE ENNNEER OF RECORD MO.R.) IN THE PROJECT AND W440 INILL K RESPONSISUE FOR THE USE OF THE P.E.D. KNOWEER Or RECORD. ACTING AS A DELEGATOD ENGINEER TO THE P.E.D. Emommm. SK-A&L G 10. ANCHORS 70 WALL SHALL BE AS FOLLONTITS SAINNY TO no$ LATTER THE SITE SPECIFIC DIIINAMIGS FOR REWW (A) RECORD JD THAT PREPARED IT (-) THIS P-E � SMALL OW THE WE AND ORTONA& SEAL AND so"nour OF THE mornSION& p4mm or It4'# TAPCON ANCHONS AS MANUFAMMED Err ITW, 9UILOM PC. (MIN. I'c-3112 W/ Ei 1/4* 0 K 7/8' Ci ANCHORS, AS MANWACTURED BY Dbftt INC. (UP. Vc-3000 v�kj 10 STORM PANEL MANUFACTLRUTS LABEL SHALL K LOCATED ON A 111SAIINLY VISIBLE LOCATION AI STORM PANEL IN NUT 014-10 PANEUMATE POMILE 0 & PAmumm PLUS Pmmm. As ~AcTuRrPD 1w tueo CoNsmicno" PRODUCTS 3/32' WWO PUT ACCORDANCE WITH SECTION 1709.9.3 OF FtORW BLALDW CODE ONE LABEL SWIL BE PLACED MR EVERY CPEMW� 12 11r Ot, L480J?4 TO COMPLY WITIN SECTION 1709.9.2 OF THE I'LORICIA MAD04 COM S am, A, MS W/ tlT 1, PUT 3m, W" To" ILI) MINMW EMBEDMENT OF TAPCON ANCHORS 040 POURED CONCRETE SK14U IN 1 3/4- AND 2' FOR PMELMATE IFTLO) 0: L wm ftA4 7/3'0 3/32' WM NUT I* O.C. upm 0 e O'C. mm 1HRIADID KOLNREO 21.41 WOW IMAR FEMALE 10 A PANELMATE PLUS. OF PLATE I - I �; WAS" 0 6 1/4- G.C. 0 (KY00) WON" A14-10 PAINELMATE I OF PLATE uvmm 44A;'r -J��.VQD PLATE -I-10 PANELMATE A2) MINNUM EMBEDMENT OF t/4 It 7/3' CALX-IN ANCHORS SHALL BE IS 71r IWO CONCRETE. NO EMBEDMENT Roo �w - - I I ANY FINISH N64TOW SMALL. BE PERMITTED. -Qg�"W PLATE 6 ;/4* MOC. j�� I - ED PIATE tts 1/4* 0-20 SS SIOEINALX BOLTS USED SMALL K LONQ ENOUCH(SHOULO ANY FIMSH MATERIAL ExIST) TO 044" 3/4 WALL RWJ* 111111d WALL ATM MIN. zz- MIN. I . . 11 m NA7M ITAW 0 1 AT MVMDIH OF PLATE w?O ANCHOR& ALTYJL NFOLA" PANEL ffifm�m� WALL MIDUM IAM S&L OMNI SCALE W.I* AL LJFIE SAFErT PANJEL t A.3) IN CAN THAT PRECAST STONE. PRECAST CONCRETE RANELS. OR PAVERS K VOLK ON 1�it EXISTINS WALL OR --- Al =A7M ............. a LIM %A-myJmLL SCALE "I IN= I AMN WALL you 9 1 FLOOR. ANCHORS SMALL K LOW ENOUGH TO REACH THE MAIN STRUCTURE B&INO SU04 PANELS. ANCHDRAGE WWI EN SCALE 3/1.1' so" 3/. ..1 ALIENNATrff-� IN AS MENTIMID IN A, I) AND IN &2). Agperpm :!T'4�41 - No. 44 167 1 a IL LWE UrM PANEL WALE 3/0--l- SCAU 3/8-- 1 (a) To ERMYNG CONCRETE WOLK *&I ENSC FLORIDA BUILDING CODE (Wgh Velocity Nu Trans Zen*) FLORIDA BUILD" CODE (Moh Voloc"y Ku one Zone) 1. WMASTIONS ARE ONLY WAD FOR BUUMONT PITH A.&O. OCOM LO" FLORIDA WILOM CODE (NIgh VW*cNy Nu Gone Zone)l 1/4' 0 TAITOON ANCHORS AS MoANUFACTURED BY 17,11f, BUILOEX 04 UP TO .115,11, -72.0 PW NO AMIELS UNION LIP TO W-r 'I'Lum w- 44167 am "m MC. -,;/4' 0 X 7/3' CALK-0N ANC11ORS. AS BY OEWT OK (r�1500 0,0.) or, rp UK CALVANIUD WELL STONM FANEL rp 20 OACE GALVANIZED SIM STORN PANEL DUN Is, 4-10 PMELMATE MMAUE 0 AND PAWA4Krr PLUS AINCHM. AS MAMUNAVURV BY ELCO CO"StRUKTTION 6S, 20 MOE QMVANIZED SITEL STM POU oaft or 2, Fla MEN WOOD FRAME CONSTRUCTION, 1000 MI-ar BE �Ix"NER"ll WAN ft I. NVALLA71ONS Aft ONLY ftV MR SUILDANW WITINI A." Dem Umm r- PRODUCTS (1'-2071 ps.L) Poe No. L W/ part; DENS" or 0.36 Olt COLML UP 10 �55.5. -72.0 PSF NO PAMELS LEMON LIP TO 6*-r. or/04,31", 'ATE No MIL ECO Inc. OL09AL PROXCT" ML GLOBAL PROTECTION oft GLOBAL PRORMON PRODUCm ur. MATE PRmcm LLC. Pwxm. Uc. "W"" 11L1EC0..7\ 400 WL 61 xneu book. 2. "M WENT WOOD FILOAK CONSTRUCTION: 0000 MEMBERS 70 K SOUTHERN f, mo SUM WAL ft. 3PI4 PONT NO. 2. W/ L-EWV SIPT 01 045 CIR EOUAL 3nI4 W)JRow ox �.w Mac. ("*)N*- 20-176 20-176 mo, "* (m)IN-mm 20-176 owma ft . ! OWN= W-40"I No 1 I=A 111' P�L P1. 111�411' Nowwoo";! PJL "Amm"Ift/wE amp" ft Is or 28 t a= a, Ira I�VVRW U 1 *0�118101ff- IS t#1110A 4=P41I.'FXk milill . ..... ww (TOTAL wurm�- 115or WTVCW4 WOTHI .01. 12W 2.U'P- .3mv -Mr. Alum A-6112 4 BONN so mAm. ".IT 0-0 QN.Y. RMIM Ph' TRACK ANNEL'S Do LIP r .125' IIEVIMEQ 3.750, mom= =9 MAL ROUNDED CORRIER 9 ENDS OF PANEL 'S END UP W/ HEMMED EDGE (ALT,S) 2.000--j yp- Oil ma P'4L'�m g 125' SMI-76 AkNn. ALLOY NO. 44167 OF 0001 "'Im "t 3*w3"(Wam.) ALUM, ANGLE STOP am ..... .. 111' LONG . ..... /M LTE c FRI. 5063-75 Alurn. AULOY 2.250* -:Ow 2.2�4' gramm "u" TgAcK 2.000 -6* Ms. 2%3*(UnK.) ALLIM. ANGLE . . . . . . . . . . . . . . MINE L L 4 3. - MAW Ame" wil -4 40 IT -L' 1.11, 1 [SKN=4 !Iff -WT1L 31 3. WIN, TV" Comm= mean sm OR ow, m Imm a K Typlct� UR ES 2000 E-Z a ORM ML Svmu SALE 4w - T' -A MOM E - Z WAIG STORM PANU PTr[M C&EWIW OF PANEL -. TRACKS TOP & BOTTOM. (2) (FOS:MSHALL ALWAYS K CONNECTED 70 BOTTOM YfMC9 CITHORNSE A STOP SAN "CIVIOM AT TOP OF SUCH PANELS. 5 THUMBSICRV* " OAT Or OF FASTENERS MAY EITHER OF M ENVERION FLAT FLANM OF END PANEL (4). IN CASE M VD;V &NCTP=M TOLOOTTOM IRAW .. A STOP BAR IS ONLY SNAL BE CONNECTED% BOTTOM TRACK 0, us" SPECS 00" ON NOTE W ABOVE. IN SUCIl CASIL CONNECTION OF PANELS TO BOTTOM TRACX MAY OCCUR AT NY, PANEL UDCATICN. (5) SEE SECTION 1'. 3' & 4' ON SHILCI 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3' NO. 2'/24 V/24 cm won 3 aLm Imm"Al am vw 10, 4" tftl* SINS TV or& Ilr 3. 49 ITI'l I Isi-1- H I &QATIt I till I �1 m"ml VAL) INSTALIED AT M. TOK K PRONCIED TYPICAL ELEVATI HANQUE 70 FACLRM =1& TO K SIVALLM MM E-7 MANG STORM 04" OF 5"WTURE. mu --Ar-,/- M. ON, 114- SIECTM B- mu vw - 1* (i) ptnWri 01 Crass: tOM E - Z lost rAl BOTTOM W/ PANCUMT113. (2). END PANELS SHALL ALWAYS K CONKICTIP TO EXIMING SU WALL BY MEANS OF 0ANIELMAID . Ow END PANELS 60ftkrWWUS%W JOINTLY W/ 15 L W, WCX A q I PLIT 1� Fcal- DESCRIBED CN�/ r. AS AT STOP so (4). no 2WAILATIONS WHEN END PANELS AND SOW WYERION PINNELS AM MKCMY MOUNTED To EXISTM SILL T= ONE MITERIOR PAMIL MAY BE USED JOINTLY W/ Zammm BOTTOM TIMCK To WALL Z.M P*amm rOLLONIND SHOW1 ON OLWYEIN AND �* EDINE DISTANCE. TOM TOO =JTY 1. V gg SH WSY.LED Lin a Rwff SIDE Of INTERIOR PANEL) HATE 000IN't moon m $Dow "-- bw w N F-wm/' SIALL. M - CHIC w1m fm 10-0 1 os SHIFT TV To Im I GMFLAP arm= 01100=0 wALL AND 0 my spowomm Pop UK OFE TO TRICKS ON mMos - -t v mn -� or& 0 am low vd* C- 'm ON OW M.46 0 110p a No -CANK cmwooa�fww To I T C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so z z w =I INSTALLATION DETAILS FOR OPTION #2 FOR LEE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY SJQRM PANEL SYSTEM -L--Z-m6mLJim PIAOMAL INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD SIRUCTURES I E-2 NANG STORM PANEL SHORN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN YtRunm FOR COMPLANCE IN 6 0) MINIMUN EMBEDMENT OF TAPCON ANCHM AND PANIELMATE n%AUE 0 & VANELMATE PLUS WTO CoNom ACCOADIIINCE ININ THE 2020 (ft WITION) OF THE FUDA" SUILOPC CODE. 8LOC% SHALL BE 1 4/4', 4 T1 DESIGN ININD LOAN SMALL BE DETERMAIED AS PER SECTION 1820 OF THE ANOW MENTIONED CODE, 1.2) momm Ememmem? OF 1/4"S X 7/4r C0LK-IN MCHORS W" K 15 7/8- WM CONCRM. FOR A WOW SPEED AS RMARED NY THE JURISOCI)ON WHER1 THESE SHUTTERS; WILL BE 04TALLSO AND C= IN A OPECTCMM FACTOR Kd-O.W V$WQ AM 7-16 NO SHi NOT EXCEED THE M0XIVUM (&S.O.) 0-20 SS SIDERALK DOLIS USED SMALL BE LOW ENOUGH(SIOULD ANY FINISH MATERIAL no To 'A NO EMBODIMENT WTO ANY FINISH MATERIAL SMALL BE PERMITTED. gar, 7=NR" Mzm DESIO" PRESSURE RATINGS INIDICArED ON $HEM 25 A 26. 1/4 ST) A 14*9 TAPCON 0 1' O.C. I . -� 1 1, i ' ENGAGE 311V INTO ANCHORS. I/ - -- - --- / " Np INNEAW a Ir ox_ t 7 1 1 t' --!14-0 w4m 0 r O'C' IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE CVS*N WIND UQ" DETERMINED PUT ASCE 7-16 At WOOD $HALL K FIRST REDUCM TO ASO, DES" WIND LOAD$ BY WATIPLYM TWDA BY 0 4 IN DOW TO &33 04 rAK THAT PRECAST Si 0* PRECAST CONCRETE PAWS BE FOUND On THE EXITYM WALL, THKAM WOOO I"Imp HEADER 400 I "NAM TO COWAK THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINOS INDICATED ON SHEM 25 A 26. ANCHORS SMALL K LOW DO" TO REACH THE MAIN STRUCTURE WwwD SUCH PAmi AN0004E I I i HIAW SHALL ME AS MENTIONIED IN #J) AND IN 11.2). HOW E-Z CZ5 IN ORDER TO VERWY THAI COMPONENTS AND ANCHOR$ ON THIS P.EM AS TESTED WM NOT OWN 311113SID, A WIN OCRE49 C--A 1/2- C /2' IN ALOWAKE MESS MR WIND LQVS WAS fia I= 01 WE ANkVM FA=Kft SPACING TO WOOD HAS KEN A 11/4- OETERIANED IN ACCOROAMM WM %LO-S 2015. (C) AMCHM SMALL BE *41TALLED IMICINING ALL Of THE RECOMMENDATIONS AND spwricAnoms OF THE ANCHOR'S 015 WKWACTURER LA. >< -7 1 r NIVII, STORM PANELS ADEQUACY FOR IMPACT AND FATOX RESISTANCE HAS BEEN VERM K ACCORDANCE WTHI SOCTION 1626 or THE ABOVE MENTIONED CODE AS PER FENESTRATION TMOIC LABORATORY, M REPORIT 1 2032, AS P"TOCOLS TAS-201. If SHAIA IN THE RESPONIMITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Of THE =WM 01HERE, SHUTTER VAS-202 AM TAS-203- 13 TO K ATTACHED 10 INSAW PROPER ANCHORAGE- THIS SHUTTER SHAU. ONLY K ATTACHED TO CC*KmETL BLOCIC C14 L G O"F I FROM INTAXISION CAUUK AND TRIAL. SHUTTER TRCkS ALI AMOLPID FULL CJ ENGTH. V M.N. w On To 45� 3. SUM 1000 01STALLATION IS APPLJCASILE TO SNOW AND DOUBLE HUNG STYLE WW40M WHEN INSTALLATION 5 REOUKD to K ou 904WLU an amm" PAM LENGTH ON 4"m 121 PANEL LDAM pw 140 an ow I PERFORMW FROM ?HE INSIDE or STRUCTURE. 13. STORM PANEL INIST&LATION $HALL COMPLY WITH SPECS INDICATED IN THIS ORAININC PLUS ANY GUILOWC AM low4a -< MET IsOn 1 60,10) *L* Mos. M- a" "a REGULATIONS PROMED BY THE JURSDICTION WHERE PERMIT IS APPLIED TO. C= PANEL LENCTH ($a NOTX I KIM PANEL Lummm opavnw I I Cu A W 10NOWAVIN hiss 4. SERIES 2NO INSTALLATION 6 APPLIONSLE 70 SWGUE AND D06W NUNG AND HORWWAL SLIOM STYLE VINDOWS WHEN Wes ow pm , mov) ILK (SEE NOTE �, M M To OUNIA NSTALLATION 15 NIT"KID TO BE PERIPORIMED FROM THE MOM OF STRUCTURE. 14 XTRIUM WINDOWS AND DOOM. INC, I - I RAW STORM PANEL SYS - IS p0W pggM ISIX : -I,,- PANEL LOOM Com 104ch" PANEL LENGTH a *41ff lei 1/4 -1 ON omw .4) (STE: wm, I Kww) (SEE N=, I BELOW) a - L.) w I S ALL ALUMINUM EXTRUSIONS TO BE WO-75 KAM AND TOM. (UNUM OTHERWISE NOTED) XWWfW �,), PREPARED By THIS KNOINIVER 6 GENERIC AND DOES NOT PROVIDE c'm 15 (A) no$ PROWCT S Cr ;Xx�,31311` WORMAIION FODNASTn" e, wmm THE sm cominoNs OEMATE FROM THE P.E.0 m S, ALL ALUM11" SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H)4 ALL00. W CONTRACTOR 0 K Fv3PONSO4 POR THE SELECnON. PURemAsIt AND WISIALLATTOm INCLUDING Lim IMFEw OF V400 TAPCON A, 7. ALL 171111. SHM METAL PANELS SMALL. HAVE STRUMIRAL QUALITY TICEI� ASTM A-063 MR 50 Mari., ONILVANIZED STEEL THIS PRODUCT &4510 *4 THIS P�La- PROVIDED HE/Sw Om Not DEVIATE FROM THE CONDITIONS OFTAILEID 04 E W/I I OnsOmy" W/Fy- 5" km CWTINT ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT BRIF IS THE CONT%hC?On RESPONSIBILITY. C) ME= ...... Oil ALL SCRENS TO K STAIMILM STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON VEEL AS PER DIN (0) THIS PRODUCT 80"ATION DOCUMENT WILL K CONSIDERM OMUD IF MODIFIED. MKWOTN Or PLATE 5001111 W/ 50 kW Y= STRENOTH AND SO I* TENSIUE STRE)WH & SKALL COMPLY W/ FIJADA SUILOPIG CODE SECTION 2411.3.3.4 (d) SITE SAECIPIC PR=CTS SMALL BE P14PAWD BY A FLOW ROOBITOM ENGPJM ON ARCHITECT ow-m ou 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 kW MINAIUM MD STRENGTH. KOK THE ENNNEER OF RECORD MO.R.) IN THE PROJECT AND W440 INILL K RESPONSISUE FOR THE USE OF THE P.E.D. KNOWEER Or RECORD. ACTING AS A DELEGATOD ENGINEER TO THE P.E.D. Emommm. SK-A&L G 10. ANCHORS 70 WALL SHALL BE AS FOLLONTITS SAINNY TO no$ LATTER THE SITE SPECIFIC DIIINAMIGS FOR REWW (A) RECORD JD THAT PREPARED IT (-) THIS P-E � SMALL OW THE WE AND ORTONA& SEAL AND so"nour OF THE mornSION& p4mm or It4'# TAPCON ANCHONS AS MANUFAMMED Err ITW, 9UILOM PC. (MIN. I'c-3112 W/ Ei 1/4* 0 K 7/8' Ci ANCHORS, AS MANWACTURED BY Dbftt INC. (UP. Vc-3000 v�kj 10 STORM PANEL MANUFACTLRUTS LABEL SHALL K LOCATED ON A 111SAIINLY VISIBLE LOCATION AI STORM PANEL IN NUT 014-10 PANEUMATE POMILE 0 & PAmumm PLUS Pmmm. As ~AcTuRrPD 1w tueo CoNsmicno" PRODUCTS 3/32' WWO PUT ACCORDANCE WITH SECTION 1709.9.3 OF FtORW BLALDW CODE ONE LABEL SWIL BE PLACED MR EVERY CPEMW� 12 11r Ot, L480J?4 TO COMPLY WITIN SECTION 1709.9.2 OF THE I'LORICIA MAD04 COM S am, A, MS W/ tlT 1, PUT 3m, W" To" ILI) MINMW EMBEDMENT OF TAPCON ANCHORS 040 POURED CONCRETE SK14U IN 1 3/4- AND 2' FOR PMELMATE IFTLO) 0: L wm ftA4 7/3'0 3/32' WM NUT I* O.C. upm 0 e O'C. mm 1HRIADID KOLNREO 21.41 WOW IMAR FEMALE 10 A PANELMATE PLUS. OF PLATE I - I �; WAS" 0 6 1/4- G.C. 0 (KY00) WON" A14-10 PAINELMATE I OF PLATE uvmm 44A;'r -J��.VQD PLATE -I-10 PANELMATE A2) MINNUM EMBEDMENT OF t/4 It 7/3' CALX-IN ANCHORS SHALL BE IS 71r IWO CONCRETE. NO EMBEDMENT Roo �w - - I I ANY FINISH N64TOW SMALL. BE PERMITTED. -Qg�"W PLATE 6 ;/4* MOC. j�� I - ED PIATE tts 1/4* 0-20 SS SIOEINALX BOLTS USED SMALL K LONQ ENOUCH(SHOULO ANY FIMSH MATERIAL ExIST) TO 044" 3/4 WALL RWJ* 111111d WALL ATM MIN. zz- MIN. I . . 11 m NA7M ITAW 0 1 AT MVMDIH OF PLATE w?O ANCHOR& ALTYJL NFOLA" PANEL ffifm�m� WALL MIDUM IAM S&L OMNI SCALE W.I* AL LJFIE SAFErT PANJEL t A.3) IN CAN THAT PRECAST STONE. PRECAST CONCRETE RANELS. OR PAVERS K VOLK ON 1�it EXISTINS WALL OR --- Al =A7M ............. a LIM %A-myJmLL SCALE "I IN= I AMN WALL you 9 1 FLOOR. ANCHORS SMALL K LOW ENOUGH TO REACH THE MAIN STRUCTURE B&INO SU04 PANELS. ANCHDRAGE WWI EN SCALE 3/1.1' so" 3/. ..1 ALIENNATrff-� IN AS MENTIMID IN A, I) AND IN &2). Agperpm :!T'4�41 - No. 44 167 1 a IL LWE UrM PANEL WALE 3/0--l- SCAU 3/8-- 1 (a) To ERMYNG CONCRETE WOLK *&I ENSC FLORIDA BUILDING CODE (Wgh Velocity Nu Trans Zen*) FLORIDA BUILD" CODE (Moh Voloc"y Ku one Zone) 1. WMASTIONS ARE ONLY WAD FOR BUUMONT PITH A.&O. OCOM LO" FLORIDA WILOM CODE (NIgh VW*cNy Nu Gone Zone)l 1/4' 0 TAITOON ANCHORS AS MoANUFACTURED BY 17,11f, BUILOEX 04 UP TO .115,11, -72.0 PW NO AMIELS UNION LIP TO W-r 'I'Lum w- 44167 am "m MC. -,;/4' 0 X 7/3' CALK-0N ANC11ORS. AS BY OEWT OK (r�1500 0,0.) or, rp UK CALVANIUD WELL STONM FANEL rp 20 OACE GALVANIZED SIM STORN PANEL DUN Is, 4-10 PMELMATE MMAUE 0 AND PAWA4Krr PLUS AINCHM. AS MAMUNAVURV BY ELCO CO"StRUKTTION 6S, 20 MOE QMVANIZED SITEL STM POU oaft or 2, Fla MEN WOOD FRAME CONSTRUCTION, 1000 MI-ar BE �Ix"NER"ll WAN ft I. NVALLA71ONS Aft ONLY ftV MR SUILDANW WITINI A." Dem Umm r- PRODUCTS (1'-2071 ps.L) Poe No. L W/ part; DENS" or 0.36 Olt COLML UP 10 �55.5. -72.0 PSF NO PAMELS LEMON LIP TO 6*-r. or/04,31", 'ATE No MIL ECO Inc. OL09AL PROXCT" ML GLOBAL PROTECTION oft GLOBAL PRORMON PRODUCm ur. MATE PRmcm LLC. Pwxm. Uc. "W"" 11L1EC0..7\ 400 WL 61 xneu book. 2. "M WENT WOOD FILOAK CONSTRUCTION: 0000 MEMBERS 70 K SOUTHERN f, mo SUM WAL ft. 3PI4 PONT NO. 2. W/ L-EWV SIPT 01 045 CIR EOUAL 3nI4 W)JRow ox �.w Mac. ("*)N*- 20-176 20-176 mo, "* (m)IN-mm 20-176 owma ft . ! OWN= W-40"I No 1 I=A 111' P�L P1. 111�411' Nowwoo";! PJL "Amm"Ift/wE amp" ft Is or 28 t a= a, Ira I�VVRW U 1 *0�118101ff- IS t#1110A 4=P41I.'FXk milill . ..... ww (TOTAL wurm�- 115or WTVCW4 WOTHI .01. 12W 2.U'P- .3mv -Mr. Alum A-6112 4 BONN so mAm. ".IT 0-0 QN.Y. RMIM Ph' TRACK ANNEL'S Do LIP r .125' IIEVIMEQ 3.750, mom= =9 MAL ROUNDED CORRIER 9 ENDS OF PANEL 'S END UP W/ HEMMED EDGE (ALT,S) 2.000--j yp- Oil ma P'4L'�m g 125' SMI-76 AkNn. ALLOY NO. 44167 OF 0001 "'Im "t 3*w3"(Wam.) ALUM, ANGLE STOP am ..... .. 111' LONG . ..... /M LTE c FRI. 5063-75 Alurn. AULOY 2.250* -:Ow 2.2�4' gramm "u" TgAcK 2.000 -6* Ms. 2%3*(UnK.) ALLIM. ANGLE . . . . . . . . . . . . . . MINE L L 4 3. - MAW Ame" wil -4 40 IT -L' 1.11, 1 [SKN=4 !Iff -WT1L 31 3. WIN, TV" Comm= mean sm OR ow, m Imm a K Typlct� UR ES 2000 E-Z a ORM ML Svmu SALE 4w - T' -A MOM E - Z WAIG STORM PANU PTr[M C&EWIW OF PANEL -. TRACKS TOP & BOTTOM. (2) (FOS:MSHALL ALWAYS K CONNECTED 70 BOTTOM YfMC9 CITHORNSE A STOP SAN "CIVIOM AT TOP OF SUCH PANELS. 5 THUMBSICRV* " OAT Or OF FASTENERS MAY EITHER OF M ENVERION FLAT FLANM OF END PANEL (4). IN CASE M VD;V &NCTP=M TOLOOTTOM IRAW .. A STOP BAR IS ONLY SNAL BE CONNECTED% BOTTOM TRACK 0, us" SPECS 00" ON NOTE W ABOVE. IN SUCIl CASIL CONNECTION OF PANELS TO BOTTOM TRACX MAY OCCUR AT NY, PANEL UDCATICN. (5) SEE SECTION 1'. 3' & 4' ON SHILCI 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3' NO. 2'/24 V/24 cm won 3 aLm Imm"Al am vw 10, 4" tftl* SINS TV or& Ilr 3. 49 ITI'l I Isi-1- H I &QATIt I till I �1 m"ml VAL) INSTALIED AT M. TOK K PRONCIED TYPICAL ELEVATI HANQUE 70 FACLRM =1& TO K SIVALLM MM E-7 MANG STORM 04" OF 5"WTURE. mu --Ar-,/- M. ON, 114- SIECTM B- mu vw - 1* (i) ptnWri 01 Crass: tOM E - Z lost rAl BOTTOM W/ PANCUMT113. (2). END PANELS SHALL ALWAYS K CONKICTIP TO EXIMING SU WALL BY MEANS OF 0ANIELMAID . Ow END PANELS 60ftkrWWUS%W JOINTLY W/ 15 L W, WCX A q I PLIT 1� Fcal- DESCRIBED CN�/ r. AS AT STOP so (4). no 2WAILATIONS WHEN END PANELS AND SOW WYERION PINNELS AM MKCMY MOUNTED To EXISTM SILL T= ONE MITERIOR PAMIL MAY BE USED JOINTLY W/ Zammm BOTTOM TIMCK To WALL Z.M P*amm rOLLONIND SHOW1 ON OLWYEIN AND �* EDINE DISTANCE. TOM TOO =JTY 1. V gg SH WSY.LED Lin a Rwff SIDE Of INTERIOR PANEL) HATE 000IN't moon m $Dow "-- bw w N F-wm/' SIALL. M - CHIC w1m fm 10-0 1 os SHIFT TV To Im I GMFLAP arm= 01100=0 wALL AND 0 my spowomm Pop UK OFE TO TRICKS ON mMos - -t v mn -� or& 0 am low vd* C- 'm ON OW M.46 0 110p a No -CANK cmwooa�fww To I T C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so INSTALLATION DETAILS FOR OPTION #2 FOR LEE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY SJQRM PANEL SYSTEM -L--Z-m6mLJim PIAOMAL INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD SIRUCTURES I E-2 NANG STORM PANEL SHORN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN YtRunm FOR COMPLANCE IN 6 0) MINIMUN EMBEDMENT OF TAPCON ANCHM AND PANIELMATE n%AUE 0 & VANELMATE PLUS WTO CoNom ACCOADIIINCE ININ THE 2020 (ft WITION) OF THE FUDA" SUILOPC CODE. 8LOC% SHALL BE 1 4/4', 4 T1 DESIGN ININD LOAN SMALL BE DETERMAIED AS PER SECTION 1820 OF THE ANOW MENTIONED CODE, 1.2) momm Ememmem? OF 1/4"S X 7/4r C0LK-IN MCHORS W" K 15 7/8- WM CONCRM. FOR A WOW SPEED AS RMARED NY THE JURISOCI)ON WHER1 THESE SHUTTERS; WILL BE 04TALLSO AND C= IN A OPECTCMM FACTOR Kd-O.W V$WQ AM 7-16 NO SHi NOT EXCEED THE M0XIVUM (&S.O.) 0-20 SS SIDERALK DOLIS USED SMALL BE LOW ENOUGH(SIOULD ANY FINISH MATERIAL no To 'A NO EMBODIMENT WTO ANY FINISH MATERIAL SMALL BE PERMITTED. gar, 7=NR" Mzm DESIO" PRESSURE RATINGS INIDICArED ON $HEM 25 A 26. 1/4 ST) A 14*9 TAPCON 0 1' O.C. I . -� 1 1, i ' ENGAGE 311V INTO ANCHORS. I/ - -- - --- / " Np INNEAW a Ir ox_ t 7 1 1 t' --!14-0 w4m 0 r O'C' IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE CVS*N WIND UQ" DETERMINED PUT ASCE 7-16 At WOOD $HALL K FIRST REDUCM TO ASO, DES" WIND LOAD$ BY WATIPLYM TWDA BY 0 4 IN DOW TO &33 04 rAK THAT PRECAST Si 0* PRECAST CONCRETE PAWS BE FOUND On THE EXITYM WALL, THKAM WOOO I"Imp HEADER 400 I "NAM TO COWAK THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINOS INDICATED ON SHEM 25 A 26. ANCHORS SMALL K LOW DO" TO REACH THE MAIN STRUCTURE WwwD SUCH PAmi AN0004E I I i HIAW SHALL ME AS MENTIONIED IN #J) AND IN 11.2). HOW E-Z CZ5 IN ORDER TO VERWY THAI COMPONENTS AND ANCHOR$ ON THIS P.EM AS TESTED WM NOT OWN 311113SID, A WIN OCRE49 C--A 1/2- C /2' IN ALOWAKE MESS MR WIND LQVS WAS fia I= 01 WE ANkVM FA=Kft SPACING TO WOOD HAS KEN A 11/4- OETERIANED IN ACCOROAMM WM %LO-S 2015. (C) AMCHM SMALL BE *41TALLED IMICINING ALL Of THE RECOMMENDATIONS AND spwricAnoms OF THE ANCHOR'S 015 WKWACTURER LA. >< -7 1 r NIVII, STORM PANELS ADEQUACY FOR IMPACT AND FATOX RESISTANCE HAS BEEN VERM K ACCORDANCE WTHI SOCTION 1626 or THE ABOVE MENTIONED CODE AS PER FENESTRATION TMOIC LABORATORY, M REPORIT 1 2032, AS P"TOCOLS TAS-201. If SHAIA IN THE RESPONIMITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Of THE =WM 01HERE, SHUTTER VAS-202 AM TAS-203- 13 TO K ATTACHED 10 INSAW PROPER ANCHORAGE- THIS SHUTTER SHAU. ONLY K ATTACHED TO CC*KmETL BLOCIC C14 L G O"F I FROM INTAXISION CAUUK AND TRIAL. SHUTTER TRCkS ALI AMOLPID FULL CJ ENGTH. V M.N. w On To 45� 3. SUM 1000 01STALLATION IS APPLJCASILE TO SNOW AND DOUBLE HUNG STYLE WW40M WHEN INSTALLATION 5 REOUKD to K ou 904WLU an amm" PAM LENGTH ON 4"m 121 PANEL LDAM pw 140 an ow I PERFORMW FROM ?HE INSIDE or STRUCTURE. 13. STORM PANEL INIST&LATION $HALL COMPLY WITH SPECS INDICATED IN THIS ORAININC PLUS ANY GUILOWC AM low4a -< MET IsOn 1 60,10) *L* Mos. M- a" "a REGULATIONS PROMED BY THE JURSDICTION WHERE PERMIT IS APPLIED TO. C= PANEL LENCTH ($a NOTX I KIM PANEL Lummm opavnw I I Cu A W 10NOWAVIN hiss 4. SERIES 2NO INSTALLATION 6 APPLIONSLE 70 SWGUE AND D06W NUNG AND HORWWAL SLIOM STYLE VINDOWS WHEN Wes ow pm , mov) ILK (SEE NOTE �, M M To OUNIA NSTALLATION 15 NIT"KID TO BE PERIPORIMED FROM THE MOM OF STRUCTURE. 14 XTRIUM WINDOWS AND DOOM. INC, I - I RAW STORM PANEL SYS - IS p0W pggM ISIX : -I,,- PANEL LOOM Com 104ch" PANEL LENGTH a *41ff lei 1/4 -1 ON omw .4) (STE: wm, I Kww) (SEE N=, I BELOW) a - L.) w I S ALL ALUMINUM EXTRUSIONS TO BE WO-75 KAM AND TOM. (UNUM OTHERWISE NOTED) XWWfW �,), PREPARED By THIS KNOINIVER 6 GENERIC AND DOES NOT PROVIDE c'm 15 (A) no$ PROWCT S Cr ;Xx�,31311` WORMAIION FODNASTn" e, wmm THE sm cominoNs OEMATE FROM THE P.E.0 m S, ALL ALUM11" SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H)4 ALL00. W CONTRACTOR 0 K Fv3PONSO4 POR THE SELECnON. PURemAsIt AND WISIALLATTOm INCLUDING Lim IMFEw OF V400 TAPCON A, 7. ALL 171111. SHM METAL PANELS SMALL. HAVE STRUMIRAL QUALITY TICEI� ASTM A-063 MR 50 Mari., ONILVANIZED STEEL THIS PRODUCT &4510 *4 THIS P�La- PROVIDED HE/Sw Om Not DEVIATE FROM THE CONDITIONS OFTAILEID 04 E W/I I OnsOmy" W/Fy- 5" km CWTINT ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT BRIF IS THE CONT%hC?On RESPONSIBILITY. C) ME= ...... Oil ALL SCRENS TO K STAIMILM STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON VEEL AS PER DIN (0) THIS PRODUCT 80"ATION DOCUMENT WILL K CONSIDERM OMUD IF MODIFIED. MKWOTN Or PLATE 5001111 W/ 50 kW Y= STRENOTH AND SO I* TENSIUE STRE)WH & SKALL COMPLY W/ FIJADA SUILOPIG CODE SECTION 2411.3.3.4 (d) SITE SAECIPIC PR=CTS SMALL BE P14PAWD BY A FLOW ROOBITOM ENGPJM ON ARCHITECT ow-m ou 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 kW MINAIUM MD STRENGTH. KOK THE ENNNEER OF RECORD MO.R.) IN THE PROJECT AND W440 INILL K RESPONSISUE FOR THE USE OF THE P.E.D. KNOWEER Or RECORD. ACTING AS A DELEGATOD ENGINEER TO THE P.E.D. Emommm. SK-A&L G 10. ANCHORS 70 WALL SHALL BE AS FOLLONTITS SAINNY TO no$ LATTER THE SITE SPECIFIC DIIINAMIGS FOR REWW (A) RECORD JD THAT PREPARED IT (-) THIS P-E � SMALL OW THE WE AND ORTONA& SEAL AND so"nour OF THE mornSION& p4mm or It4'# TAPCON ANCHONS AS MANUFAMMED Err ITW, 9UILOM PC. (MIN. I'c-3112 W/ Ei 1/4* 0 K 7/8' Ci ANCHORS, AS MANWACTURED BY Dbftt INC. (UP. Vc-3000 v�kj 10 STORM PANEL MANUFACTLRUTS LABEL SHALL K LOCATED ON A 111SAIINLY VISIBLE LOCATION AI STORM PANEL IN NUT 014-10 PANEUMATE POMILE 0 & PAmumm PLUS Pmmm. As ~AcTuRrPD 1w tueo CoNsmicno" PRODUCTS 3/32' WWO PUT ACCORDANCE WITH SECTION 1709.9.3 OF FtORW BLALDW CODE ONE LABEL SWIL BE PLACED MR EVERY CPEMW� 12 11r Ot, L480J?4 TO COMPLY WITIN SECTION 1709.9.2 OF THE I'LORICIA MAD04 COM S am, A, MS W/ tlT 1, PUT 3m, W" To" ILI) MINMW EMBEDMENT OF TAPCON ANCHORS 040 POURED CONCRETE SK14U IN 1 3/4- AND 2' FOR PMELMATE IFTLO) 0: L wm ftA4 7/3'0 3/32' WM NUT I* O.C. upm 0 e O'C. mm 1HRIADID KOLNREO 21.41 WOW IMAR FEMALE 10 A PANELMATE PLUS. OF PLATE I - I �; WAS" 0 6 1/4- G.C. 0 (KY00) WON" A14-10 PAINELMATE I OF PLATE uvmm 44A;'r -J��.VQD PLATE -I-10 PANELMATE A2) MINNUM EMBEDMENT OF t/4 It 7/3' CALX-IN ANCHORS SHALL BE IS 71r IWO CONCRETE. NO EMBEDMENT Roo �w - - I I ANY FINISH N64TOW SMALL. BE PERMITTED. -Qg�"W PLATE 6 ;/4* MOC. j�� I - ED PIATE tts 1/4* 0-20 SS SIOEINALX BOLTS USED SMALL K LONQ ENOUCH(SHOULO ANY FIMSH MATERIAL ExIST) TO 044" 3/4 WALL RWJ* 111111d WALL ATM MIN. zz- MIN. I . . 11 m NA7M ITAW 0 1 AT MVMDIH OF PLATE w?O ANCHOR& ALTYJL NFOLA" PANEL ffifm�m� WALL MIDUM IAM S&L OMNI SCALE W.I* AL LJFIE SAFErT PANJEL t A.3) IN CAN THAT PRECAST STONE. PRECAST CONCRETE RANELS. OR PAVERS K VOLK ON 1�it EXISTINS WALL OR --- Al =A7M ............. a LIM %A-myJmLL SCALE "I IN= I AMN WALL you 9 1 FLOOR. ANCHORS SMALL K LOW ENOUGH TO REACH THE MAIN STRUCTURE B&INO SU04 PANELS. ANCHDRAGE WWI EN SCALE 3/1.1' so" 3/. ..1 ALIENNATrff-� IN AS MENTIMID IN A, I) AND IN &2). Agperpm :!T'4�41 - No. 44 167 1 a IL LWE UrM PANEL WALE 3/0--l- SCAU 3/8-- 1 (a) To ERMYNG CONCRETE WOLK *&I ENSC FLORIDA BUILDING CODE (Wgh Velocity Nu Trans Zen*) FLORIDA BUILD" CODE (Moh Voloc"y Ku one Zone) 1. WMASTIONS ARE ONLY WAD FOR BUUMONT PITH A.&O. OCOM LO" FLORIDA WILOM CODE (NIgh VW*cNy Nu Gone Zone)l 1/4' 0 TAITOON ANCHORS AS MoANUFACTURED BY 17,11f, BUILOEX 04 UP TO .115,11, -72.0 PW NO AMIELS UNION LIP TO W-r 'I'Lum w- 44167 am "m MC. -,;/4' 0 X 7/3' CALK-0N ANC11ORS. AS BY OEWT OK (r�1500 0,0.) or, rp UK CALVANIUD WELL STONM FANEL rp 20 OACE GALVANIZED SIM STORN PANEL DUN Is, 4-10 PMELMATE MMAUE 0 AND PAWA4Krr PLUS AINCHM. AS MAMUNAVURV BY ELCO CO"StRUKTTION 6S, 20 MOE QMVANIZED SITEL STM POU oaft or 2, Fla MEN WOOD FRAME CONSTRUCTION, 1000 MI-ar BE �Ix"NER"ll WAN ft I. NVALLA71ONS Aft ONLY ftV MR SUILDANW WITINI A." Dem Umm r- PRODUCTS (1'-2071 ps.L) Poe No. L W/ part; DENS" or 0.36 Olt COLML UP 10 �55.5. -72.0 PSF NO PAMELS LEMON LIP TO 6*-r. or/04,31", 'ATE No MIL ECO Inc. OL09AL PROXCT" ML GLOBAL PROTECTION oft GLOBAL PRORMON PRODUCm ur. MATE PRmcm LLC. Pwxm. Uc. "W"" 11L1EC0..7\ 400 WL 61 xneu book. 2. "M WENT WOOD FILOAK CONSTRUCTION: 0000 MEMBERS 70 K SOUTHERN f, mo SUM WAL ft. 3PI4 PONT NO. 2. W/ L-EWV SIPT 01 045 CIR EOUAL 3nI4 W)JRow ox �.w Mac. ("*)N*- 20-176 20-176 mo, "* (m)IN-mm 20-176 owma ft . ! OWN= W-40"I No 1 I=A 111' P�L P1. 111�411' Nowwoo";! PJL "Amm"Ift/wE amp" ft Is or 28 t a= a, Ira I�VVRW U 1 *0�118101ff- IS t#1110A 4=P41I.'FXk milill . ..... ww (TOTAL wurm�- 115or WTVCW4 WOTHI .01. 12W 2.U'P- .3mv -Mr. Alum A-6112 4 BONN so mAm. ".IT 0-0 QN.Y. RMIM Ph' TRACK ANNEL'S Do LIP r .125' IIEVIMEQ 3.750, mom= =9 MAL ROUNDED CORRIER 9 ENDS OF PANEL 'S END UP W/ HEMMED EDGE (ALT,S) 2.000--j yp- Oil ma P'4L'�m g 125' SMI-76 AkNn. ALLOY NO. 44167 OF 0001 "'Im "t 3*w3"(Wam.) ALUM, ANGLE STOP am ..... .. 111' LONG . ..... /M LTE c FRI. 5063-75 Alurn. AULOY 2.250* -:Ow 2.2�4' gramm "u" TgAcK 2.000 -6* Ms. 2%3*(UnK.) ALLIM. ANGLE . . . . . . . . . . . . . . MINE L L 4 3. - MAW Ame" wil -4 40 IT -L' 1.11, 1 [SKN=4 !Iff -WT1L 31 3. WIN, TV" Comm= mean sm OR ow, m Imm a K Typlct� UR ES 2000 E-Z a ORM ML Svmu SALE 4w - T' -A MOM E - Z WAIG STORM PANU PTr[M C&EWIW OF PANEL -. TRACKS TOP & BOTTOM. (2) (FOS:MSHALL ALWAYS K CONNECTED 70 BOTTOM YfMC9 CITHORNSE A STOP SAN "CIVIOM AT TOP OF SUCH PANELS. 5 THUMBSICRV* " OAT Or OF FASTENERS MAY EITHER OF M ENVERION FLAT FLANM OF END PANEL (4). IN CASE M VD;V &NCTP=M TOLOOTTOM IRAW .. A STOP BAR IS ONLY SNAL BE CONNECTED% BOTTOM TRACK 0, us" SPECS 00" ON NOTE W ABOVE. IN SUCIl CASIL CONNECTION OF PANELS TO BOTTOM TRACX MAY OCCUR AT NY, PANEL UDCATICN. (5) SEE SECTION 1'. 3' & 4' ON SHILCI 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3' NO. 2'/24 V/24 cm won 3 aLm Imm"Al am vw 10, 4" tftl* SINS TV or& Ilr 3. 49 ITI'l I Isi-1- H I &QATIt I till I �1 m"ml VAL) INSTALIED AT M. TOK K PRONCIED TYPICAL ELEVATI HANQUE 70 FACLRM =1& TO K SIVALLM MM E-7 MANG STORM 04" OF 5"WTURE. mu --Ar-,/- M. ON, 114- SIECTM B- mu vw - 1* (i) ptnWri 01 Crass: tOM E - Z lost rAl BOTTOM W/ PANCUMT113. (2). END PANELS SHALL ALWAYS K CONKICTIP TO EXIMING SU WALL BY MEANS OF 0ANIELMAID . Ow END PANELS 60ftkrWWUS%W JOINTLY W/ 15 L W, WCX A q I PLIT 1� Fcal- DESCRIBED CN�/ r. AS AT STOP so (4). no 2WAILATIONS WHEN END PANELS AND SOW WYERION PINNELS AM MKCMY MOUNTED To EXISTM SILL T= ONE MITERIOR PAMIL MAY BE USED JOINTLY W/ Zammm BOTTOM TIMCK To WALL Z.M P*amm rOLLONIND SHOW1 ON OLWYEIN AND �* EDINE DISTANCE. TOM TOO =JTY 1. V gg SH WSY.LED Lin a Rwff SIDE Of INTERIOR PANEL) HATE 000IN't moon m $Dow "-- bw w N F-wm/' SIALL. M - CHIC w1m fm 10-0 1 os SHIFT TV To Im I GMFLAP arm= 01100=0 wALL AND 0 my spowomm Pop UK OFE TO TRICKS ON mMos - -t v mn -� or& 0 am low vd* C- 'm ON OW M.46 0 110p a No -CANK cmwooa�fww To I T C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so 2.250* -:Ow 2.2�4' gramm "u" TgAcK 2.000 -6* Ms. 2%3*(UnK.) ALLIM. ANGLE . . . . . . . . . . . . . . MINE L L 4 3. - MAW Ame" wil -4 40 IT -L' 1.11, 1 [SKN=4 !Iff -WT1L 31 3. WIN, TV" Comm= mean sm OR ow, m Imm a K Typlct� UR ES 2000 E-Z a ORM ML Svmu SALE 4w - T' -A MOM E - Z WAIG STORM PANU PTr[M C&EWIW OF PANEL -. TRACKS TOP & BOTTOM. (2) (FOS:MSHALL ALWAYS K CONNECTED 70 BOTTOM YfMC9 CITHORNSE A STOP SAN "CIVIOM AT TOP OF SUCH PANELS. 5 THUMBSICRV* " OAT Or OF FASTENERS MAY EITHER OF M ENVERION FLAT FLANM OF END PANEL (4). IN CASE M VD;V &NCTP=M TOLOOTTOM IRAW .. A STOP BAR IS ONLY SNAL BE CONNECTED% BOTTOM TRACK 0, us" SPECS 00" ON NOTE W ABOVE. IN SUCIl CASIL CONNECTION OF PANELS TO BOTTOM TRACX MAY OCCUR AT NY, PANEL UDCATICN. (5) SEE SECTION 1'. 3' & 4' ON SHILCI 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3' NO. 2'/24 V/24 cm won 3 aLm Imm"Al am vw 10, 4" tftl* SINS TV or& Ilr 3. 49 ITI'l I Isi-1- H I &QATIt I till I �1 m"ml VAL) INSTALIED AT M. TOK K PRONCIED TYPICAL ELEVATI HANQUE 70 FACLRM =1& TO K SIVALLM MM E-7 MANG STORM 04" OF 5"WTURE. mu --Ar-,/- M. ON, 114- SIECTM B- mu vw - 1* (i) ptnWri 01 Crass: tOM E - Z lost rAl BOTTOM W/ PANCUMT113. (2). END PANELS SHALL ALWAYS K CONKICTIP TO EXIMING SU WALL BY MEANS OF 0ANIELMAID . Ow END PANELS 60ftkrWWUS%W JOINTLY W/ 15 L W, WCX A q I PLIT 1� Fcal- DESCRIBED CN�/ r. AS AT STOP so (4). no 2WAILATIONS WHEN END PANELS AND SOW WYERION PINNELS AM MKCMY MOUNTED To EXISTM SILL T= ONE MITERIOR PAMIL MAY BE USED JOINTLY W/ Zammm BOTTOM TIMCK To WALL Z.M P*amm rOLLONIND SHOW1 ON OLWYEIN AND �* EDINE DISTANCE. TOM TOO =JTY 1. V gg SH WSY.LED Lin a Rwff SIDE Of INTERIOR PANEL) HATE 000IN't moon m $Dow "-- bw w N F-wm/' SIALL. M - CHIC w1m fm 10-0 1 os SHIFT TV To Im I GMFLAP arm= 01100=0 wALL AND 0 my spowomm Pop UK OFE TO TRICKS ON mMos - -t v mn -� or& 0 am low vd* C- 'm ON OW M.46 0 110p a No -CANK cmwooa�fww To I T C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so . . . . . . . . . . . . . . MINE L L 4 3. - MAW Ame" wil -4 40 IT -L' 1.11, 1 [SKN=4 !Iff -WT1L 31 3. WIN, TV" Comm= mean sm OR ow, m Imm a K Typlct� UR ES 2000 E-Z a ORM ML Svmu SALE 4w - T' -A MOM E - Z WAIG STORM PANU PTr[M C&EWIW OF PANEL -. TRACKS TOP & BOTTOM. (2) (FOS:MSHALL ALWAYS K CONNECTED 70 BOTTOM YfMC9 CITHORNSE A STOP SAN "CIVIOM AT TOP OF SUCH PANELS. 5 THUMBSICRV* " OAT Or OF FASTENERS MAY EITHER OF M ENVERION FLAT FLANM OF END PANEL (4). IN CASE M VD;V &NCTP=M TOLOOTTOM IRAW .. A STOP BAR IS ONLY SNAL BE CONNECTED% BOTTOM TRACK 0, us" SPECS 00" ON NOTE W ABOVE. IN SUCIl CASIL CONNECTION OF PANELS TO BOTTOM TRACX MAY OCCUR AT NY, PANEL UDCATICN. (5) SEE SECTION 1'. 3' & 4' ON SHILCI 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3' NO. 2'/24 V/24 cm won 3 aLm Imm"Al am vw 10, 4" tftl* SINS TV or& Ilr 3. 49 ITI'l I Isi-1- H I &QATIt I till I �1 m"ml VAL) INSTALIED AT M. TOK K PRONCIED TYPICAL ELEVATI HANQUE 70 FACLRM =1& TO K SIVALLM MM E-7 MANG STORM 04" OF 5"WTURE. mu --Ar-,/- M. ON, 114- SIECTM B- mu vw - 1* (i) ptnWri 01 Crass: tOM E - Z lost rAl BOTTOM W/ PANCUMT113. (2). END PANELS SHALL ALWAYS K CONKICTIP TO EXIMING SU WALL BY MEANS OF 0ANIELMAID . Ow END PANELS 60ftkrWWUS%W JOINTLY W/ 15 L W, WCX A q I PLIT 1� Fcal- DESCRIBED CN�/ r. AS AT STOP so (4). no 2WAILATIONS WHEN END PANELS AND SOW WYERION PINNELS AM MKCMY MOUNTED To EXISTM SILL T= ONE MITERIOR PAMIL MAY BE USED JOINTLY W/ Zammm BOTTOM TIMCK To WALL Z.M P*amm rOLLONIND SHOW1 ON OLWYEIN AND �* EDINE DISTANCE. TOM TOO =JTY 1. V gg SH WSY.LED Lin a Rwff SIDE Of INTERIOR PANEL) HATE 000IN't moon m $Dow "-- bw w N F-wm/' SIALL. M - CHIC w1m fm 10-0 1 os SHIFT TV To Im I GMFLAP arm= 01100=0 wALL AND 0 my spowomm Pop UK OFE TO TRICKS ON mMos - -t v mn -� or& 0 am low vd* C- 'm ON OW M.46 0 110p a No -CANK cmwooa�fww To I T C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so MIOUNLM AS* *".a. _73J W OR LESS soLm a -SSUOL -75.3 711' OR LESS 2?,10- Kxqm. CA 4`W -x 'I'll Va.: 0:,11 I 11FI 4 1 W.;.:: � i4#4111 "O M&PA ANCHORS WW4M MR C. IL Ilr - APPLICABLE TO soc"m IF a AM Ombe�RIMN or TRIP V*)N" "Amm. U)W"t 'L' 4w) Pw TAP0004 ONA-01 ropeLum Rules 0 Pwinan PLUS To CONCIrm 10 COROM 70 m cmcwm SLOCK w cmemm MAN "/A 12* MIA 121 N/A 12' N/A V A r (TOP) t3'* Icr 3. 1. zm I* 70, ON LESS Ir 3- Ir 1. 1. 1. a, I am) M/A N/A K/A N/A M/A N/A U i/2' t(BOTTOM) 4,B&O. -7b,3 7' N/A 51/2- N/A 4 1/2' N/A 4 1/2' N/A 3' (TOP) 12* N/A 9 1/2- N/A 9 1/2- N/A 3' (BOTTOM) iN/A . N/A 12, N/A =12'o 12, MIA 12- N/A It" 1/2 12* it" - * I*= 10 wo W. &S.D. OEM PPVMM RATING A KIE SM 20 FOR fAC4M TYPE Ar SPACING MR NWOAAnONS INTO WOOD FWAIE BULDpa "M" now ova" AND woum OK owmm An mww ON INS IDNEIRILL FOR La LESS "M 1141011COND ON Sb4DALl PWJM ANCHOR SIMONG IN MuLwtvm SPOM immm am smuu BY THE rawom FACT= me INS OPOUMN 10 K POMBKF4 MM MCM WOOD tWG FACTOR SH%U MftW S%AMW OMTED #0 EACH MCI= TYPE A? wm W. memo Oman 0.) 3 3 J,n 3. 4 WJL th pm =MR r IAO .0 2 I/r IAO + wwm N.A. OWAOM Kram BOTTOM OF PANEL AND (1) TO It 1/2' + + *WLMM Ift� DISTANCE WrMN DOWN OF PAM AW T 10 K! 31ir COMPONENTS FOR REGULAR, UFE SAFETY & E-Z HMG STORM PANEL SYSTEMS (SCALE 1/2-I-) TMAL WIDTH) -------- I(Error"llit WIDTH) 11w I.Sw DART Iff K%WtKM I0,024' kft THICK 6 ck%naw STED, aASIA ABU "P. t24 )Or .250^ 2.iW I9942 so C-se ONLY. COAL A STORM PANEL PANELS swu K mornum AUWff% 09TAL A .-2mr- 'Now Lin to mw w, w'ao AT 00 AT LEFT SCE OF ?AM "Ir HEAM 'F' TRACK AK01 WIN SM OA)24' (111111.) TYP_ TOP met or PNfQL "IVAN= SIM I DO Lp ANNE, _ - W/ L I0. 0.3 0.2wo 1 4 ! or &6251 Ieu7w .3.59 t IOR 2.250*- iSMEM VIEW MAIL A L RDLPNM CO"M 0 CNN OF PANELS END UP W/ HDAMED EDGE. 'e"i -2.378* 7v TV, sormm [DOE Of PAWEL ACALA 9EY WXE WASM 3.7W .072, 31105-HIS4 ALUM, ALUDY ffY NOLE AT PANEL UTIAlis UMIAMN IF SUICK 100% 6 I 125' ONLY WMA) FOR $WMIAM4 INTO I(rill".) NOR) I"kocrm 2.0w 3,750 2-ow L lie -0, IREM '14" HEAM _f --I, UK To V .1" @ p"m mmm WM) (USIE ONLY MR K-Z HANG STORM PANEL .06 SYSTEM) 111063-TS ALUM. ALLOY r r"O" FLORIDA BUILDING CODE (Non Mah veladitv 1"WU one Son rNO.i4411S7 ItIm m F.P. 24 OAK OALVANIM STEEL STORM Pma WAN m ISTATE F pp W/37/SM 20 SECTIONS 00mm, LLC. - MP1 mom MOTECTION AW1. at In. =14 (")Mo-764& on OW)OP4fM 20-175 @guiLp-ouT "Irl 111111-0-Olff FIFO @ a (go *"HMO WLWNUT omm" - TRACK AN= (ZAMAC 3 ALLOY) P& WALlPhMW-OR/Wn MW I IN Is ALTERNATE COMO" ANOWAS LOCATION -�ki: SoNux" ON vusrw. Pam GOCKTI-- DOSM4 POURED CONC" IRIEM 9 THROUGH 10) OR CONCRETE BLOCK SHUTS I THROUGH 4 OR CONCRETE BLOCK WIOLNM KOMD. Towit LIM (" A4CNM (SEE 30frow" 04 SHEETS 9 THROUGH I SAM K4 1/4- mi. is e/ MAIL CONCRETE ANCHOIRS ($a sc ON In- Oc T__ THROUGH 10)� PANEL LENGTH L Will. (Sm SCHEDULE ON SHUT 3- TO CLASS (SEE SCHEDULE ON swir 11 9 a 10 soam" am am SHM 3) 1 SPICEIR PANEL UOWIHI Sim aOV ION (SEE SCHEDULE SHEIET 3) emm LENGTH (SEE SCHEDULE IOFF SWET 3) TO CLASS, SCHEDULE Box ON SHUT 3) OF "111 wx ...... t SPACCR_ E. LENGTH or V mr - ---- ------- - CONCRETE wr . CONCRETE ANCHORS SCHrD_ CFOSnNc Poum OF W" on sm $HEM 9 THROUGH 10) I - SHEM 9 "ftouw toy 2 I/r LONG MAIL "Mum coucwm peotmto W COWTON) D.C. VALO FOR At LEADS AM PANEL _VMI" .V%D CONCIBETE LOCK Dorm Lvov" PER SHUT 3. CONCRETE REOL4=. 0. I MAX, I" ALUMPAW SPACERS III E-0 1; 1/2- Oz SU VA" p ON 1) 01MEMO rmmyA 10) SHEM I & MUNG NaWING AULD;za ; WALL MOUNMG JQIUZ Mffltq qm,p WSPACERS rM Oft Yo. 44167 am SAM mc- 24 OAK GALVANIZED STEEL STOI!M PANEL rik Pftootm LLC. WE 0 GLOBAL PRORCTION UM. FOB COMBINATION QE_3f&jM; Mr -co... \ ED. EDGE INSTANICE MIL L al IN In= (SEE SCHEDULE ON Top & BOTTOM MOUNTINGS CAN BE &VAL R. 33N4 SHUTS 2 a 10) COMBINED IN ANY WAY TO SUIT ANY now. pw4wil-ma. VAL "k)"""? 20-175 OWALLATION. C.4wis 21EF o�sw OLT A. 19:Lk 11 Imp is Or to INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELM INTO EXISTING WOOD STRUCTURES I(3) ". 21*41 WOOD F4-. LG Splun 0 S. OrC W/ WOOD HILADER� WADER OCCUPIED In- W� THREADED PENETRATION FLAT OR ON ou wm C-L &US. 0 E4 END OrQD 4, EA END or 0 4'0 LAC VCFAM 0 5- 0,C, W/ V-n 4' FINIS IMEMIC) KWWJM A's. / emsim WOOD HEAD". w#4 NUT 3/371 or ClAw (7109.) Imom" ol rMT CD 6 rA ew w (sm a C4 tto QUAL TO is' o.c WING. &.4 WAP -2=. TO OLAn t17 -7 Ifflow) 11 1/2- ac L ,ED 1;�� e "I 04 ON MOZ f1c). Well" low U4 SCROWS V ..C. 100I, 14READED PENETRATION It FUN OR ON ALTEMMVIM V W ME Ni TANUI A11% MOP SCALE 1/4".1- PLATE WEGUFF" nAT AMRNAlly- I0 GERING idOUNTING ]N!FrALLATIC g"TIVE 3 1w 61STALIATIONS ARE QNLY YAM Loll" UFF To .efta, _,S 3 DO AND UP I IFOR HE* 111000 FKWI CONSTRUCTMCnMEVat�*5 TO K sourms" LEPOK No. I w/ SPECIFIC oudw or COLA L, % No. 4 157 AT 100 AS vnpmt shm oN STA OF It ok TERNATM TOP NfADn L7i ME C O..r Bottom wGUNTIFFOS Cm commw All ANY ON A AMC" N WXV Still ANY INSTALLATION, 10" i/4 . I' mc*s sPow" to P1. WAL1NQNFT%JF1LftFIE ck-OwIls I 7= &I" 101, MAXIM M PANEL LENGTH .L+y OR -L-' (ft.) 0 MAX"* A�"� MM" PREMISE MUM (p.l.t.) 0 - -) CONGNM a WOOD SWALLAWN t no III-W 121-0, ISO ft'-o* 4" W-1, 410 I' -a* 8,-r -no SAa. r-J, r-71 #so r-4* Yr 47--r FOOLO 0*-S* Ifto flap II&O I IRS 20ME PANELS rn DID WITH I am DIRECT MOUNTED AT CAM SIN MAXIMUM PANEL LENGTH o "L+" OR "L-" (ft.) 0 MAXIMUM &S.O. OEM PPN3WJK PAT= (P�I-) (+ OONCRM a wow INSTALLATIONS t 240 14, 4* W-O' Jav 01--r J" Jqso W-10, t'-#* _400 Ia8--r ?'-O' r-s* 10.0 70.0 sav 71-0, 61-31 Sao gap Mo 1=0 81-il Mo 110.0 MAXNW PANEL L04M (11) Neff" StIM"T" TO wm samm" WOO SPEED 170 ".h WIND SPUD 170 -0-h winimmic 30 OR LESS 1. 1* S, 61/4- �13 To to �90 TO to /21 7 11r + 7 1/2" MINHM EMEL IF WJKD-W Illicit opw -SML TOP BOTTOM IRECTr mouw HEADER "ENFER AFKU SULD-W r YeAc. y., Doom WOUNT w 1. 1. 35, I , W 'XIS' STUD, ANOLC 3v 3r 32" 32* 1 42' 3r 1. TRADIF, 4r 07' Be 1. w 32- 32- Ss- I w 5wr IV WE SW 1 32" 32 W W W D.M.-O. @-0 2/4 Me2walls Ism SCHEDULE am HIIADER awroLwn 2 11%, w 1/-*O LAS Sm" 0 61 ar e/ In, IN,, nowAm PcNrmrAN otsym "m HEAVEN. 7 OVIC. c. 44 0 1 w 4 0-fA. 0 m Door 4D OrlA& I/Im a 7T 7/r.3/32* oc, 114- LAO SUFFERS 0 11- 0 C. W/ I la;& 0 LAY OR ON [DOE Bull %89 OF INa RRWAM-w SCALC 1/6--t. jk,1/4, 3/4, 4/5. 5/5 & 6/5 -PPIW/6, 2W/6. 3W/7 & 4W/7 3' MAX 71. ML 6I 7-r-r r r 7-r- I UNBOLTED PAWLS M_& MET W/ EA. OVERLAP! (SEE ONS AS A WIN. , 4/5. !;/ ' um, 1/4. 3/4, -i-k iji5 2/4 *iw/s. 2WIG. 3W/7 & 4W/7 L --mcooft; (SEE SCKM" ON "ETS 1, 10 AT 0- - ---- REGULAR STORM PANEL Z.Or N.T.S. nIELEVATION /4- Me GAP 0~ -1 om w"m ci) 00) L*: :4kr" PA� MR A GLEN POSITIVE A". DOM LOAD. PNEL no A OFFER NCCATMIT A&Q. DCSW LCIA (2) TO DETERMINE umm Fwdx L04oft OWN A PDWM 0,10. OEM" UM DEMRMW VAWAN PAML LOGIN *L-' FROM SIGNODULE, OFFER A NMTPA A.U. DESIGN LOAD. KWAINE MAXIMUM FINAL h#XMW NAJOWM PANEL LOWN is ED^ to THE BETWEEN 'L*' AM *L-. (S) SEE SOMILL OEM FOR MO. PANIC. W40FM FOR POROSITY CUAILIFICATION, f OWNIAMO OM WOW ABC UWM 10 I 95 alt MAX k3b, BMW PRESSURE ItAVig OR= unm W- 24 "Of G&VAKIED STEEL STORM PANEL 110i c o mom pnoym7m Pnmcm uc. IATE or 0 II INSTALLATION DETAILS FO REGULAR PANEL Q INTO WOOD STRUCTURES . ..... 7, I SEPARATION JT TO CLASS. (SET SCHEDULE SCHEDULE ON 9 SHM I 1) PAWL LENGTH wow WA (SEE SCNEMI REQUIRED (Sa SCHEDULE ON SHEIT I 1. FOR It 1/4, INNACER Qp SHM 11) 40 VACM_ OF /2' IJ1 I7, WOOD HEADW_ r rof REQUIRED to 7 VMUM ALUMINUM PACE" 0 12 1/2* Limu D.C. (SCE I 3"m I Ij -!WKA GNR UWTAT06 a". "v MAX. I 1/2' LOW SUIRYIES, SEPWIRAMN MAX. To GLAW PANEL PANEL LENGTH (SEE ScWVw LENGTH (SEE SCHEDULE ON SHUT 3) -PAM MATIL fTUAUE 0 OR PANEL. MATE (SU spitma am SHUT 3) ON SHUT 3) I To PLATE AIMIRED CAASS (SEE scmcDULE - 1 --q) QJRECT WOLW Wj SPAVER jj r ON SHEET 3) 1 ALTIMMAIM INI. r 77 SEE TWAO�Ajl ON SHUT 11 FOR MAX. PAWLIL UNOTHIS III, 0 12 1/2' CA;. TW INSTALLATION. 1 Itax k .0 OMM LOADS FOR or SO It 0 12 1/2' O-C OODANCHORS I$TASK= W/ sm OWES TIA aw BE I lIr Lows r ON msc;" pnmvmm a IN= 10 A ONE vwLw= WIN I 11100 We NOW � 2',4' wow 4 Ima� Now IF OUM NYWON ;:"W PLATE REQUINM SUD I- MR. wommatom TO wu WOOD (2) maim am Tim a fAvi��mm 4 a F, - IVa =WnsmjALC a ON powwa"w K AT S111"AWS ARE (SEE SOMLE ON I:iF:CLUNM (M 8 A UPOMM INDIA IS 'Ir U, SPAUN cwm sm" I I) imm 6). (1) WA" An oom mow" 34 OK FIAIL WON a I"= to w At "N am" mand 2 .00. -0 i-I. wx = DO Kamm romm Awn Loom 8 WALI- M moulty OHM it). yr Low WAOM -am mw %!= a OCR= ON SA No ONLY wouirnma (3) 1, Z 3 As BY mj� 1w t-iws imomme we THE Mo cm 1=01, "rnAw wAr 3/"'- WMLOM WILS, ONLY FOR Oft Kowa ONE goin 1. I a 3 on Isls.GL FLOM BUILDING CODE (Non High Velocity WIN one Zontf)l 1. INSTALLATION ARE ONLY VALID FOR MAX, A.SLO. extim, SAM w- OF SECTIONS: No. 44167 24 UDE GALVANIM STEEL $MO PANEL r&NIMM NOTE MR DESIGN PRESSURE RATING (p.s.1) AND PANEL LENGTHS Top & BOTTOM MOUNITINGS CAN 13E As IFER SCHEDULES ON SHEET 3 (EXCEPT FOR GLOBAL. Pwmcnom Mwwjm. Lw. TATE O�� - WE, Z�Tl �TEC 0 COMBINED IN MY WAY TO SUIT AW ALTERNATE 2W) sww INSTALLATION, 20-175 '!� TO BE SOUTHERN PINE No 2, W1 SPECIFIC 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD OWN" ft. MCMBERS DENSITY OF 0.55 OR EGUAL Jr, KL 40 am 0 0 is I ZSM 21U,14-0 TA I STOMAT PANEL SmMk ON THIS PRODUCT rAALUA1XW1 DOCUMENT (PILD) HAS KEN VERIFIED MR COMIUWA #4 MCO11DMFCE /4 0 TAPOON ANCHORS, AS "WAAMUND BY f.T.W SUILDEN, W- " THE 2020 (Ith LOTION) or THE FLOFIREA, MUCING GCOL INTO STORM FARM SHAU NOT K INSTALLED AT H04 J14-10 PANCUFATIE F0041 IV AND PANOALATE PLUS ANClOft AS MAIV)PACTURED BY ELM CONSTRUCTION PRODUCTS - VELOCITY NUISROW ZONES DAMMI-OM I MWWW COUAI 1/4'0 LAC ScRm I* N.0 �j DESIGN WOO LOW SHALL It DETERMINED AS NEW SECTION *0 OF THE ABOVE MICIVIONED COOE. FOR A BASIC WOOD 5/5' WOOD SUSHING. AS DISTRIBUTED SIT ALL PQIAT SCREW. BW & SPECIALTY 00. Sp AS REQUIRED By THE jUpsoCnow WHERE STORM PANEL WILL BE INSTALLED AM FOR A DIRECTIONA"ri FACTOR ILD-043, USING ASCE 7-16 AND SMAU MO EXCEED THE MAXIMUM (45.0) DESIGN PRMFRC WKS INDICATED ON SHEETS C 1) k"M THREADED PENETRATION INTO WOOD OF TAPCON NICIONS SHALL BE I 1/7' AM 2* FOR ILCO PANELMAIE PLUS 3. 9 THRU 12 A 17. 14. AND PAMELMALE IIEMAUE ID In ORDER TO VERTAY THE ADM CONDITION, ULTIMATE DESIGN WIND LOWS WPOWNED PER ASCE 7-14 9*1 HE FIRST REOUNCED TO A.S.0, DES" pWASuff KAIIING my MULTPLYWG THEM BY 0 6 IN OMER TO CO~ THESE *1 MAX (AA 0) C 2) Meamum y"W= PuREMIM or LAC SCREW. INTO THE WOW FRMOE UNIT SHALL BE 1 1/2- NO THREADED GESO.m PRESSURE RATIM INDICATIOD ON SHEETS 3. 9 THRU 12 OF 17. IS. PCNETIRATFON INTO SIUCCG SHALL K CONSIDERED AS PAW Of THE ROOMED THREADED PENETRATION N CON" TO YERIFY THAI ANCHM ON THIS P.E.0 AS TESTED WERE NOT OVER ISTRIESSCO, A 331 INCREASE PI ALIJOWASUL STRESS rom WIND Uv0$ 04 = USED IN THOR ANALnM FASTENERS SPACING TO WOOD RAS SUN DMMM#M iN C-3) F4AmpjM COX DISTANCE OF LAG SCREWS, OFIC) WOOD SHALL BIT AS INDICATED IN THIS ORNIAW ACCOROANCE.11" N.03 2010 -20 SCRM USED $HALL BE I llr 1.404 MPO" ITORM PANEL 5 ACIEQUALV TOP IMPACT AND WHO REMANCE HAS KEN VaRrIED IN ACCORDANCE WITH SECTION IWD- 1 -2 OF C.4) MINIMUM PENEM110141 OF Mou BUSHING 9*1 BE 3/r 1/4* 0 THE ABOVE MENTIONED CODE AS I" AMICRICAN TEST LAB Of SOUTH FLOPOK REPORTS POSIT4.01-01 AND #0219,02-09, AS SHOULD STUCCD EXIST, NO 1* MINIMUM FOR WAIAS WITH NO SIUCCO, pEp SSTO , 2-" a ASM C 330-02 STANDARDS, Amu AMERICAN CESTING Lie SOUTH FLORIDA REPORT 01173,01-1 0 AS PCIR C.S) ON CASC tK41 pRUASr &IONS, OR pAtCAW CONCRETE PANELS, STUCCO 00 WcCc 900= BE FOUND ON r4c Exismo tAS-201 00 VAS-20 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN WAIFOANXX W/ SECTION 106 Or 14E WAU. ANrHM SHALL K LONG ENDUCH To REACH THE MAIN STINUCTIONE BEHINID SUCH PANELS. FLORIDA BUILDING CO" ANCHORAce sNAU. BE As MeMONFED IN c 1). C 2) at C.4) Z� ALL ALLAW" EXTRUSIONS 70 BE 8063-70 ALLCY AND TEMPER (UNLESS OTHE"mr NOTED) SEC WHIECT 2 t0) ANCHO" $HALL OF 01FITTALLED fOUM"W ALL OF INIF RECOMMENDATIONS AND SPCW�CAYDWS OF THE ANCHOR'S MANUFACTURER- 3 ALL ALUMINUM SHUT METAL UM At CLOSURES SHALI. HAvE 3105-MI4 ALLOY 8 PANELS MAY ALSO IS INSTALLED HORIZONEALLY FOLLOWING INSTALLATION DETAILS SHOWN 04 SIECION I THROUGH 5 (SWETS 4 4 ALL STEEL 94M METAL PANELS SMALL H06W STRUCTURAL DUALITY STUL ASTN A-653 GRAM So MOAMUM- G-Ro GALVANIZED INROUGH 5) EXCEPT THAT "VOCIIISO A ao SHALL NOT BE USED, STEEL DESIGNATION W/FY- 931 h* (01" ROULED) 9. IT SHALL K INE RESPONSIBILITY OF THE CONTRACTOR TO W*FY THE SOUNDNESS Or THE "hXnft WHERE S"UnER IS TO BE ATTACHED M INSURE PROPER ANC"ORWA. INS SHUTTER SK41L ONLY BE ATTACHED TO CONCRETE, BLOCK ON WOW FRAW 5, ALL SCREWS 10 BE STAINLESS STEEL 3G4 OR 31$ AFSI SERIES OR CORROSION RESISTANT COAMED CARBON STILL AS PEI, ON BUILDINGS. 50016 W/ So W YIELU STRENGTH AND W ko TENSILE STRENGTH AND SHAku. COMPL W1 nMMM BL*Dm CODE SECTION 2411-3.J.4. 1 0, EACH REGULAR STDRIA PANEL WITH LENGTHS OWN 90'. AS PER SECTIONS I, 2, 4. A. 6 AND ALTERNATNES IW. 3W & 4W ON a SHEETS A. S. 6 A 7 MaCTNELY N`Vr A AIN Ow" OR Twomn To BOLTS TO IN ASTM A-307 GAILYANIZED STEEL OFF AM 304 SERIES STAINLESS STEEL. WITH 36 W QWRMUM TIED STRENGTH SECURE PANELS WITH tAIRS UWMENT OURPIG14=D1 �=M==C!FIBTRLFCTRFC 7 ANCHORS 10 WALL SKAUL BE AS POILILOWS I 1. THE INSTALLATION CONTRACTOR IS TO SEAJJCAULx ALL 3HUTTER COMPONENT EGOES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE &ADM to PREVENT Woulamrs wmusm (A) 12, SfM PANEL INSTALLATION 94ALL COMPLY Wit" SPECS MICAIW IN INDS DRAWING PLUS ANY EFUROM AM ZONING REGULATIONS 1/4* 0 TAPCON ANCHM AS MANUFACTURED BY IJ,W. BUILD". WC (Wo. I*c-3192 PROVIDED 13Y THE AIMSENCTION WHERC PERMIT IS APPUED TO. 1/4' & . 7/6' CALK-im ANCHM. AS MANUFACTURED BY OEWALI 04C 1/4-0,v 3/A' SOUO-SET ANCHORS, AS DISTRIBUTED BY ALI POWT SCREW, DOLT & SPEClALTY CO 13 I.) INS PRODUCT EVALLIATION OOCUMENT (P.COJ PRDFNREG Of IF" 01GINCEIR IS GENERIC AND GOES "OFF PROME W-~tm (m. .3000 P1.) " A SITE SPECIFIC MAKUM, Le WHERE THE SITE COMIXIMONS DEAM PACtm THE PC 0 J14-10 PAWLINATIF FEMALE 10 & PAkEUMATE PLUS ANICHOIRS, AS MANUIPACTURED BY ELCO CGW*LC" PRODUCTS. Lin Arm P 1/4"O ZAAMC MVJN ANCHORS, AS MANUFACTURED Of OMLI. INC (b) CONTRACTOR TO BE MM-MMU FOR THE S=WN. PURCHASE AND WMALLATION IMCULFDMG S Or THIS ROOLFCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE COmXrmS DE11*11" ON M DOCUMENT A 1) MIMUM ENV - - MR ELCO PANELMAII. CONSYRUCTIKIN SAFETY AT SITE IS THE CONTRACTOR'S RESPO"*Urf EOMENT, OF TApCOW ANCHOR$ INTO POURED CONCRETE 94ALL ft 1 3/4. 2 0 3/4- FOR ZA" HAFUN ANc"O"s TIRE PRODUCT EVALUATION! DOCUMENT WILL K CONSIDERED vFmAuG IF WOM A.2) CALX-tN A SOUD-SET ANCHONS WAL K EMBEDDED JF/15' INTO THE POILAW CONCRETE NO EMBEDMENT NYC STUOCO 9*1 K IFFISMITTED. 1/4* 0-20 SCREWS; USED WILL K 1 1/2' LONG WOMUM SHOULD Sv= EXIST- (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED D4ftTR 001 ARCHITECT WHICH WILL BECOME It* AND I' MINIMUM FOR WALLS WITH! No STUCCO. AND MAY K HEADED SCAM OR ALL THIREADED SCRENS W/O HEAD- ENGINEER OF RECORD (t O.R.) FOR THE PRMCT AND WHO WILL WE RMQ&4Ml FOR THE No WIN WAG NUIS PROM USE OF ?HE P LO, DIGNOW OF REOOM ACTING AS A DELIECATED DOWER TO THE P.C.D ENOWER. 91ALL SANO TO THIS LAVER THE SITE SPEC" O"WINGS FOR RVArw A3) 0 CAR THAT PRECAST STONE. PRECAST CONCRIVIC PANELS, PAVERS. MOCC Oft WOOD 9DAmix K 0OUND ON THE EXISTING: WALL OR FLOOR. ANCHORS SHALL BE LONG DIOUG14 TO REACH THE MAN STRUCTURE KIW#O SUCH PANELS (a) THIS PLO. VAL KAR THE DATE 00 ORIGINAL SEAL AM SIGNATURIL OF THE PROFFE5310ft ANCHORAGE SHN.L BE AS MENTIOWU IN & 0 *0 IN &2) ENGINEER OF ACCORD THAT PREPARED IT I4. ;Z��M~ BE LOCATED. ON A READILY VISIBLE LOCATION AT STIORM (0) TO-aums-I CIE CTION I 709.9 2 Or FLORIDA &� COM ONE LABEL 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I I IF MADEX. IW- SHALL BE PLACED FDA VKRY OPENING LABELING TO COMPLY "IN SECTION 17091.3 OF THE 1/4, ?ns- CALN-lm ANCHORS. AS MAFFUFACTURCD BY DMALT. INC. FLOROA BUILDING COOC. SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINIT SCRVX. 1FOLT At SPECIALTY CO ft - 10 PAWINIAIE FIDAAUF 0 Mo PAAICLMATIE PLUS ANCHOR& AS MANUFACTURED Off ELOO CONSTRUCIION P it t/4- 0 ZAMAC W" ANCHORS. AS MANUFACTURED By OEWAU- NC A... ... .......... 91) MINIMUM fAIDEOMENT OF TAPCON ANCHOOK ELCO PANEUlUTCS AND ZAMAC MNUN ANCHOR. INTO THE %NC E Come BOCKUITFLORIDA 9"ING CODE (Mon Man V010"011Y 9.2) CAL9-W & SOUD-SET ANCHM SHAILL BE CMSCOOFD 71r INTO THE CONCRETE SLOCK UNIT. ND %,44 7 24 GAGE GALVANIZED STEEL STORM PANEL STUCCO SMALL K FOUTn*. 1/4' 0­20 SCAM USED SHALL K I 1/2' LONG k"MILAW SHOULD clust. * - W/O/ AND I* MINIMUM FOR WALLS WITH NO STUCCO STATE 111FIRCO 111141 GLOBAL. PwmcTION PRwwm Uc. AM 11k. 01 S-W 9,3) #4 CASE THAT pREcW svcNL OR PRECAST CONCRETE PANELS, STUCCO OR WOOD 080AMFOMS BE FOU am - & INIM. `� =I. IET%- "kMl�-78416 M ONH)We" EXISTrING WALL ANCHOM SHALL BE LONG ENOUGH to IWAG" THE MAIN SYRUICIURC BEHIND SUCH P 20-1 GROWN ANCHORAGE SMALL BE 03 MENTIONED IN B. 1) AND IN 9 2) 11"i M. in-ligill 00 0 1= CONCRETE ANCHORS cog SCHEDULE ON SHUTS 9 rraounN 10) INSTALLATION DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES .POI�GONCRCTE __= PQUFFIED CONCRETE CONCRETE BUCCK 114OUNIED REDUOM� COkO= ANCHORS Diff SCHEDULE ON EXISTING POURED SHIM 9 THROUGH-- CONCRETE OR I , -4 cmcpm @Ev__ (2') ;F- I SEPARATION to culss, t NK ill so& (SEE SCHEDULE I UMN L a All IRN, ON SHUT S) PAM LENVTR (S" SCHEDULE ON D*rt 3) Comm mcmes (SU SCHEDULE ON SHUTS I T7 OF V Mo. OX" C. D I IC., Its, ks w/ NO min LEG LOCATION ALTERNATE CONCR11719� ANCHORIS (IMEE SCHOW Ow SHEETS I THROUGH 10) LO, - EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MOKINTINGS CAN BE SHEETS 9 AT 10) COMBINED IN ANY WAY TO SUIT ANY iW&LATION. 4w 1/4* RCWJM I CONCRETE M04M S 110) (SU SCHEDULE ON SHUTS 9 THROUGH To) EEON SHUT 3) PANEL LENGTH 14 TOM SOWDUIUC ON SHW 3) SON or IV MAX. IM at oil BLOCK COCRETE REGUMM I W/ a %t[ SCHEDULE ON SHEETS 9 THROUGH 10) SrA1 3,0111-1 (D PANEL LEWIN (SCIE SCHEDULE ON sm 3) CONCRETE (SEE scim" ON SHUYS 11 YMOMM" OKI(*" sow EXISTING POURED CONCRETE I-AMMATU at CONCRETE mum ARE USED. REQUOM _T1 I all 11" WA ii - J.11 wikimii" INSTALLATION DETAILS FOR REGULAR PANEL (1j) INTO WOO ATM 7 DEIFIED w Dow Oft 0 TO SHUVLA lum OCKM ALTERNiAn wm McHm- (SEE ST:WUI1 ON Ec_.�' "W"W" -n UTto Ill Oft AWOOD MICHONS OR (SEE SO4EDM sow I 1) _15EFFAIRTION T1 ol� .VS7 ON %MEET 3) I Min SO-ARAT04 (SCX_ SCHEDULE ON TO GLASS SHEET 3) v 'MAX 4 PANEL LOOM "LOOTH f (m so"" PA4'& (SEE SCHEDULE GLASS ON SWIT 3) ON sw 3) 'L, wx I Or or V A0 Mo. 12 1/2' D.C. rwm C;REQUIRED WOOD ANCHDRIS (SEE SCHEDULE ON 4- a= NOTE FOR COMIMMATIOM OF SECTIONS: 1. INSIALLATTON ARE ONLY VALID FOR MAX. A.S.0 Top k BOTTOM moUmTINGS CAN BE DESIGN PRESSURE RATING COMBINED IN ANY WAY TO SUIT AW , PER .M.L, ON .,�ja,%AND PANEL LENGTHS INISTALLATIDN. 2. FOR %V WOOD FRAMIE CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHEIRN PINE No 2. W/ SPECIFIC DENSITY OF 0.56 OR EOUAL. 2'.4* WC REOLIM oulkqzw MOUNTING wft"__ ALJ� 4W ac ANOMORS SCHEDULE ON SHUT It) (1) W -cu > 0 cl) 0 0 cu cn =3 0 -cu cn 0 C L_ 0 C5_ q 0 ci) 3:: CIO = 0 .0 -O-f CU LL. %+- 0 - cu > cn .- cn -0 (D cn E I- CU 2 CL CIO -0 40 ._ c: -1--i cn < z z w mi 00 cm rz L.3 >c w- CL- Cc C= - C,4 E C, C2, IJ cn CD > 0 L_ 0- CL cu 0 L_ W cu cn LU z 13- SHEET NO. SH 13 I'll I j- T_ wvm I rotom oumemm Cal KCIA ON 21.4'WOOD 4* 0"1: 0 $03-16 AUfff 0". ALIAL A14" J_ OR f r.4' 10100 FWAK & s, am, 1/410 1 memo 0 TR?" -_ - I L I - L _(Z OR(3 WINIES 2' 1 V tyw I 2* - - - - - - - 1/4* 0 -41. 41 .,Q?r 'r 3105�1. OR sm TO ,Am C.K Ah- CASE A (PLAbi) CASE I (P SCALE 1/4*-1' SCALf 1/4'.1, ANIIEL BEYOND OPEN" oommm eamel" No" -=ON I%or mm mmE I n "'A" PN"Lj CASE E (PLANI WALE 1/4--1 LAIMMAE Us re z.: 0-4 40'310-Wi§4 . I IRTAL MAN WIT PLM CASE C (PLAN) WALE 1/0- 1' 31100 N-14 r a, _qp mr 8013-111 AM OW AUK ANQUI MITH 1(4*0 1 3/.* TAPODN 0 12 pwr Mtn FOATC CoNCHM 2'.4' waoD nvAc CASE 0 (PLAN) SCALE 1/4*-1" jMa-ZT OR CALA- 1= PAnn mumc tmm AT t 19 OR =M2.01- V A.I., 0. Am 001c; an 2%4* MD :-$PpzIm!IG to& 'q *am am I'luat xoamw ". "m IAT T& 0 nm r V-41 I& VAMES OR(& Am pwv4m to r a. Wu lWynt CUT DID "WEL), CASE G (PLMft SCALE 1/4--l- VALID " DIRECT MOUNT INSTALLAAM ONLY CEMITIFIED PANEL INSTALLATION AT WALLS W/ SURFACE LEVEL WAVIONS WMON 3le CASE E (PLW SCALE 1/0-1, (VAUD ONLY FOR PANm(j)ttw&LAnoNs As PER Ammmm 1w THRU 4W, ON SHEETS 6 & 7) MAX. ASD_ DESIGN PRESSURE RATING MAXIMUM ANCIHM SPACING no CA . AS SHOWN ON 11111101111 0 b 7 A'PLjrSUT ALTIDINIINM or TWO MAW" PANEL LERM 7APCON LAS am PANCUMVE ftMALE 0 PANEUMATE PLUS Vi" sus"m I IT IT 1W v0p) IT IT 13' IT IV 5172- mm LESS ------ +45, -45 OR LESS IT 13, IT 13 Ir Ir 13, Ir 13, 6 I/r a 1/2- a 1 1/2* (lop) 6 1/4* - TO 4 W. 4 1/2 14 .-e 4 10 9 71:r 12 mn IT IT I IT IT SEE T#AE #i MR WX A.S.D. OEM LOADS S; IMAIL PANEL LEWHS WHEN 5PAQA 15 USED, comimpaNDW ONLY To ALTERNATE 2W ON SHEET 5 I CONCRETE BLOCK D. Nix" MAX. A. SA DESIGN PRISSUIRE RATING MAXIMIJU AMICHORS SPACING FOR LD - AS SHOWN ON SHUTS 4 7 APPLICABLE To alev#OM o"M OF THEM I~ LAG 11CREN PARBAKIE FEMALE ID PAW Wcoo IT Ir IT IT IT mm IT IT 13" Ir IV "Too lIr $1/2, 6 1/2' s xw c* 61/4' 12 i/r 6 1/4' owl r OR 9" e LESS I/r r Ir lk IT 13 - - IT (MM -4 To +71L -73 IT r 3 IT IT 13' IT to* IT 13, IT IT I/r 6 61/2- 9 1/2* 6 1/2* 0 41/r 7 1 _V 13, IS' I r I or SEE TASLZ #1 FOR WX A.S.O. DESIGN LOAN III MAX. PAIWEL LID401115 WHEN PAM IS USEO, CORRUPOONG ONLY TO ALTERNATE 2W ON SHIEET 6 TABLE J1 A A.SA OEM Low PAM LDWTH 40 PSF OR LESS 51-0, > 40 PSF TO 50 PSJ` G.-2. > 50 PSF TO 60 PSF W-101 A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE jp0ALE ID OR PANEI. MATE PLUS O.C. ANCHM a W/ Z AM" %Wk LENGTH (SEIT at 94113111; Is a III FOR Tft a vivicom Fm ONWAL47M WID Wm ADM I AMD 40011M 13101 IMITANCE AW 6dD*GIV ON THIS SCIADL" MR LM MISS THIIN AMATIC Oil SPOW MVAM NCHM V000 11Y "ML"Iaspm" 10111 Chmemagrim FOUAWN FACNW poll Ims OPMTM IQ Im Polo" nmuotD wvxmo an"= mm FWM Wvu "or K us TWA 10"Al room mewc FOR IAOH ANCHOR rot 00 In gcpntxL 'Pus AD= momm. Amm own ftj 3 - +_31 - �om Now -,W- 6ii- 1 70 CLASS, MAIL PANEL LENGTH I (Sm arAv" 04 *w 12) t--j -0 Eij- Claim pmmq�� CONCRETE GO COMIAM BLOM '.4, REQUIRED, I game SECnMLJL-m "141 (VAUD ONLY FOR PANM(D INSTALLATIONS AS PER SECTIONS I THAU S. ON SHEETS 4 k 5) MAIL A.&D. DESIGN PRESSM MIND (0-7) k#X" ANCHORS SPACING FOR up CIIL PER SCHIMILE Onm APPLICAILE v , I VAX. A.&O DESIGN PRESSURE RKVN (0.4.C) MAKIMUM ANCHORS SPACING FOR MIN E.D. AM SCHEDULE 1111mm APALKIANUE 'to I.C. JW Pon LOTH (it) upoo" SOLD-KT .0 1 'plus TAPCON 11CUD-SIST PANELMATE FRIMILE 0) PANDAWR PLUS ZAMAC_MNUN CAU(-IN a; iE hL. 3k__ Mir To otir or it" - 10 . 9L6 A. M%. .116 To CO� 3k HAIr GO= or THEM +45. -45 OR LESS IT Ir 13. Ir IT IT 13' Ir IT IT IT IT IT I tmp) Iv_r an .46, -48 To 4m, -a IT IT IT IT IT - IT IT IT I IT ir It, 1/2 1 MP) OR ums IT --ii IT IT IT IT 13, 13, IT IT 13, 13" IT I opunom) ir IT Ir IT IT 13, Ir IT IT IT IT Pt Ift I omvw IT IT IT I r Ir IT Ir IT Ir IT IT IT IT 13 . - 2 Ir Ir 13' � 13' tr IT IT IT IT if 13' 11 1/2 3 IT IT IT IT IT 13 IT IT 1-r I_ IT Ir 2 (m9am"0110 IT IF IF 13' IT IT IT 13' IT 13' IT 11 1/2.2 (WrIM4 IT Ir a, IT IV a. 13" IT IT IT I r IV IT IL 3 (TOP) 13' is' IT - IT IT IT 13, is" IT IT IT I I I !Lr a aw) --mve a 1/4* 2 vo-112 1/21 - - 6 1/4- - 6 1/4- 3 0110 12 1/2-12 1/2' 6 1/4- 6 Ile 12 17912 l/ 6 1/4 3 (11101700 a. r r r r r r I r 1 To. 11- 7 1/2* 4 MM r 5 112' r a- - r i vv Ir .7 1/2' Ir a- 4 (TOP) 3 r 4 twnoo, 6 r -6F- -Ti it 1/2' A oic"" 5 mr) IT ir i, ��­! 13, IT 13' V IT IT -!-r- IT .-Ir IF- IT IT IT IT _f IT IT IT 13, IT IT IT a 011011110M) IT IT IT IT Ir IT IT r IT IT 11 1/2' 5 (BOTTM) s mn IT IL li=13 r- IT or IT Is, I r _131 IT IT IS, a cmp) tr IT 'i-iW IT IT _i' IT IT IT li� IT IT it t/2- 1 11,V IS 1/4' 5 174� 4 Ile 61/4 6 Ile i (W.") 1/40- i- I/- 1 1/4* IT III- IT to 1/2. Ir r IT r 71/2 5 1/2 13, 4 lIr I (W) W 13' '. I r I r 13' & 1/3-1 IT 6 1,(:r 0 WIG Ve IT 0 I1:r -s-W I W_r TO ir - 7* IT 13 tr v vi l_r IT 1/2 to i/v 1 1/2 IT r I C110110m) Ir- 7 lir IT - -1-7 13, 11. .-IF 10, tr to, t r T_m-ni-m) IT s IT 101/2 Ir r IT 7* 71/2 a 1/2 IT - . 41/2 , c"I'm 2116-) IT r T IT 8 11r I r a 1/ 9 1/2- 6 yr Ir S 1/2 . , vm IT r IT 3 V g 1/2 -IT- -0 vi to 0� 7 1/1 -_ 0 llr or I? i/r ir 13, Ir lo' IT to" -I V - _E_ IT 1!0: 2 000"00) ir IT IT IT 0 1/2 IT 9 1/2 101/2 7 1/? r 6 1/2' 3 Mn IT IT I IT to' IT ­1111P to' III r IT 6 lIr 3 (top) 11 1/2'12 Iff 0 1140 6 Ile IS! llr 6 1/4' 6 1/0 6 i/4- 3 (00TIOM) I/r 7,71V �3_ 12 1 1/4' 6 1/4' _r 3 (01011011) r r r a 1/2- r 3 lIr r 1- 4 1/2* 3' ! 1 o- r 0, _r 4 1/2' 3 I1r -_ 6 T/Y e Ir - 1 1/2* __4 _. r S i�i; 71/2. 4 0XVIOM) 13, Ir IT IT 0 vIr IT 1 1/.2- 10 1/2- 7 1/2- IT r 5 (TOP) 13, a lIr IT -IF' 13, 1. lo' I IT I it' r IT 10 IT 7- ir Ir IT I I/r IT 9 1, 4 =11/11E 5 (9011m) TO-MA-1 IT 0 la _57- ir _Tr_T I I IT �00"L) IT 3. IT 10VI IT I r L r 71 IT r - __ IT 0 1 4- 6 I/v a Ileill 1/4-1 is 1/4,16 1/4* 16 toorn ___ 10 1 I I/i% 1 `4 -16 114-1 6 Ile 6 1/4* A (WIT am 14W 11 MR AUMN Tim a wpm FOR 041^11ATIONS WIC am MAE IULMM m"Mal AMmm SKIOM Am momm ma Damn AK PIND"m No INS 20MLIL IN ILD an TWA ICKAM on KHM" mWim Ammot woos v "Ietym Oman wm ON SCHMLILL V THE POLLOVING fACTOOL Pat TOM - W 70 K POSE" 14011JIMIC WVZM groo Law VA" DOLL NOT IN MISS "m MAN" WIVAING #own Im IIAW AM" I'm ON INS XMINIAL 1/4 vft jWA411A�X 016�0 Waa I Amm" ommem 3 3 JI a I 'tr 1 1/1 :4+I I/r r 3 3 Iff A 1 I/r J yr 1 1/3 j vr APJL M - 1511 AL SPACINGS ONLY VALID Is DCM LOADS Sc MAX =w2:0 maLft A AJILOL Inm LOW mkvm Pon umm 40 PSF OR LESS V -a* > 40 PSF TO 50 PSF C-2- > 50 PSF TO 50 PSF V-110" MAX. PANEL LENGTHS ARE ONJX VAUD MR INSTALLATIONS W/ SOILID SET ANC -HORS k W1 0 SPACER AT 12 1/2' D.C. ----- - (SEE SECTIONS k ALTIDINAIM ON IFHEETS 13,14. 3' Mm R.-IA/13, R-2A/13. &-U/14. kh,,111-1111/13. 11-211/113. 9-38/14. r MAIL 1- VA. I' *111-10/15. 0-2AW/15. R-3AW/16. + R-tgW/i5. R­=W11S. R-38W/16. 0 0 0 0 0 6 1 9OLrs MAX, 1"r.V4 USE FOR PANEL LOCI" PANEL LEMSTH OVER r-81) T RECIAM SYM PANEL IWO" IIAMEL (W/ 0~ LIFE- ;I; --------------- r-4' 9 +SCA -44.0 PAT, (w/o -4- "40 me Pam LENGTH smi) UK 2*-4r MIN. IMNOL LENGTH AT ALL MOUNTINGIS i ) % ILILEMYSERWWA I i. A 0 LIFE PANEL BOTTOM CORNERS 0 L woo mm AT -NUTVr t 0WALLATIONS ONLIP WLIO FOR WOO I' MIN. R-WI3. R-W113I 11-304. R-Il/ 13. It-29/1& 2-311/14, 1 SPEED UP 10 170 m.p.h. A-IAW/15, A-2AW/115. R-3AW/16. 11-10-IN/15. 111-2111IN/115. M-39W/16. LErT PANEC RIGHT PANEL 3: 1.100 -ANCHM (SEE Wa"ONS a ALTERINITIVES ON SHEETS 13. 114. 1/4' ;AX CAP LjrE S rETY sTogm PANEL (1) ELEynom (t) -7 AREA _(D RES" SCALE i/0-1* Rm%AW 'mmoomi "I STORM PANEL WkU-" STOW PAMNEL N. MAIL \ - Zm� -V ------------- LIFE PANEL FLORIDA BUILDING CODE (Non High Woolly Hurricane Zonj rp. Int 24 GAME GALVANZED STEEL STORM PANEL OMMOR ..!folk MIAMI W. GLOBAL PROTECTION PRmucm Lm 4m II.N. $1 ow SECTION A -A 001114 11. n3H4 m - mm SCALE Ile -I* am OHM am)M-Vb-k "a 20-175 OWN" ft in! -1 - 1� fmm9 A I I "AW OHM 12 or Is Ir ac. i EL UNM (SEE DAW1101111 .0N ST 12) L/2 A; IV" Psi WALL, Nas am I� IWALLAIION ARE ONLY VALID MR A.S.D. DES" PRESSM OT040 g.rsa AND PANEL LOW" AS PER E"TION ON IL 2. FOR NEW WOOD FRAME CONSTRUCTIOW WOW MWERS 70 SE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL v Mu Pmm LDWH (W UWAr" ON SHMET III) I i _j 2.4" Wm . PLATE REOWNED 9 111, D.C. V0 TOCON 1/2' 1 1/4* (D IV PAWL Laim - (in ON SOW I) V 6 0 13 MAIN W 1 /4-OWTAFICUR A"" 0 1 4"111 TAPCON r ....... . . . 7 1 1 Ox 1/4' MAL ------ r umm sim 7-4) I MI. i :� ­r-,k-­ �� - I popm LENGTH TO CLASS. 30 Mm. , I i 0--­110PARAW14 2 I TO QASS. 7t 4- 90 �� ., I' _=APOON Z.. Lz Wm 1 .. . : I i 'Woum ANISENEWY MPA. WALL UOUtMNW se" PIEL MMIMI)M A.S-0, 13ESION PRESSUK RATING (R.sf.) AND 9MESPONDING WIMUM ANCHOR SPACING SCHEpULE Fog KGULAg STOgm PANEL M iNSTAUATIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL (1) INSTALLATIONS AS PER SECTIONS I THRUI 5, ON SHEM 4 & 5) MAX A.&D, DESIGN PRISWRE PATTING 1p.-f) MAX" ANCHORS SPACING no MIN LO. PER immu Elm APPIKASU . 1. 0` ?NEW MARMUM m MAX, A.S.D. DESIGN PRESSURE PAinme Mk"km AMONG" SPACING FOR WIN 1.0 m so=" APPLICABLE TO Nam a In LENGTH v W) I TAPOOM SOUD-or PANDAWIT FSMAUE 0 I Z#AVZ-%" CALK -IN I~ SOUD-SET AMA MW is ZMIAC-NMUN CALK-W 10 - owsm amsm to to - 3k 10 12' ;,-.*I Ir 1 A 10' * to -a-$ Z=kb W THEM 1 IMF) W_r on LESS >+n. 70 .111-111116 13, r _T1 .1 Ir I I ll:r 51 IT A 1/2' 1 M W-61 OR un 445 _40 -73 Ir It* IT Ir IT IT IT IT IT IT III IV IT Ir IT 13, Ir _727- IT 1W I mondii) IT s yr IT IT IT F_ IT Ir ir 7 vr IT r I (NOTION) IT r IT to i/r ir s i/F IT s i/r 7 1/2' S 1/2" IT IS 4 1/3' 1 M ir It* IT IV 13, IT 13, lV-2 IT it* IT IT r I r to 2 (Wrmm) IT Ir IT IT IT i'T/ 37 9 I/r to lIr I I/r 13" 6 I/r a 01011014 13' it' IT 13, IT IT IT IT IT -7F_ 7-F- Iv I (Yom IT r IT Ir Y' ir Ir v i7r 13' 0 llr 10 1 ,; 7 1/2, IT r 3 mn - - 12 llr it 1/2'. 6 11C 6 1/4- 12 llr 12 113' -i We i We i5offm - it 1/2* 12 I/V 6 I/e 61/4 /3, it y- 6 Ile 1/4- $ 1/4* 3 (sulTOM) 7 i/F 4 tion 3' 5 I/V r 3 I1r r 4' 4 In, r F. 6 I/r 2 113' 4 (1010 - a qIr ir -jr 4 (Bottom) r 4 IT Ir- _5� IT 13 L3:- ir I 3. to, pum i­ i_Tifi� I` W ir Ir IT s- IT r 10, Ilr 3. 5 IT r 13, r Ir -IS IT 9 1/2' Ir -VF- 1 112' 10 1/?- F 1/2' F li� % wym) - - IS- 13 __�_ 13 --i-37- -Ir- if IT ir IT to, (wrm* -;37- Ir 1 _ii� IT -ir -13: Ir 37 IV Pon IT 5r I Ir io I., IT TVA' F�- ff i yr ltr 6 4 1 a cmm a _1/4F I/*' ij4 i '�VI/4' 0 1/4'16 1/4'14 I. 1/4, 4* 1/4- a Ile a MIT.-) IT 71/2' IT Ir Ir IV IT IV r IT to Ils'll VGPI >6'_r 70 IT 3, IT to 77"1 617 1 7 1'. ­j 10 13, 1 I/Ir IT 13' 1 to 1/2' IT to 11rij -ir lIr a- 13" 71 1 (sorrom) IT UP - IT -IT IT ir 1. IT 01 SV 7 lie tr r I MOTION) la- 71, Ir - Ir IT IT tV 1 ;-3:-- _ it* _ r IS' 0 1/2* 9 (W) IT V 10 Iff IT a 1/21 IT o ilr ir 1/21 s ilr IT 4 1/3'1 (10n IT r or I IT 'S. 121/2, Ir t Ilrbo, 1/217 1/2' IT 1 1/2* 2 (SCITTOM) 13, 71/3' tr IT is, 10 "Ir 13, to 1/2. 11 lIr a- tr 71 2 5iFm -f-l-/27 -;-3- _13' -13- 10 'IT 13� r-L/2-: r - 13' r 3 (TCP) IT IT IT 9 yr IT A In' to llr 7 llr or I' 3 _y_ _r 12 llr �g iff 6 1/4- ! 1/$' 12 lln2' I I - 61/4, 4 1/v 3 4 Tv__1/_2W jT/4 i I/e 12 1�3` S 1/4'. 0 Ile 6 t74' A wn6m) r r 5 1/'. r 3 1/2' r 4. 41/2, 31 6 Iff 2 1/2" 11/2 31/2 T1W 4' 111. 1 r pIr 4 (NOTTOM) r - -jr ';- -73 -_ - r - 4 IT a i7t, IT IT IT 1. r r Ir 7 11r IT 0, IT 7 1/2' IT Ir To to 1/37 11 1 r I IT 7' 4 POP) tr 71 Ir 11. Ir_ i-mr- IT _11r !UE.Li v 111. punm)l 13' 17 Ilr I IT IT _i­/2�F_ r -1 IT 7" 5 (W"OM) r 17 im IT 10 1/2' IT 1/21 r _-7- I Ir 0 POP) st1r IT 9 Its- 7 11;r 1 112" V 0 (90" I/e I/CIS DIOIT�,)[ in am I I MR &MMM "m 81 1PAcm no 06%Via" on "M Mtn ouLma 0 UgaW A"am" wvgmn me amum sm aiama An momoso CW TWA 1040RAL 10 LIL Los TH01=01, 0 MULIPLY" IWANK ON socku 0= 10 K RMWWX 4=90vog"m QVIAmn ~ PAM SHAU Not IT LOW 140 MWA VACM VCIWW Na LICH ANOW rot Do Two smomiku M 9~0 . . . . . . Alf vmm a"-011 wmu mom Tamom OL) 3 3 3 1I/r__ DIA wimompom 3 3 11r s 3 1/r 1110TANCIOUL) =ia 3 3 'Ir 3,te 1 ltv 3 'Ir Am^ m: poommooe; am) IAW SPACHN VALID IWSHEU145 MSPAZ &I r �"7� DESIGN LOADS AT VAX. =SW IN IMLLU 4L A.S.D. DOW LW MAXMN P449L Loom 40 PSF ON LESS 6,-S* > 40 PSF TO 50 PSF 8'-2' > 50 PSF TO 60 PSF 51-10" A MAX. PANEL LENGTHS ARE ONJy VALID MR ;FNIATIONS W1 SOLID SET ANCHORS & W1 SPACER AT 12 1/2- O.C. 'All 101k, m 0131 V I Ik_v 101 A 4 19 Awtl 1:4 M121 14 194 1.1 OKSA161611,10374 i A Trf H IF-11:11IN 1111:4 I, min. I EK TO GLASS. To CLAW. onywAi CLASS I v It 1 MAIL , 1 4 I* MK FANEL U[NOT11 (SIUL ELEVATION ON 07 12) PANEL LENGTH (SEE CLEIIATION ON SHEET 12) _119PAIMIKIN- 70 CLASS. I LUD.0 01 E.D. i'L L. f a � 0 a wag, Dc 3/4 _(�) 1/4*0 IA:j CON 4:1:pe D.C. r D.C. CONCRETE OR RECUIRED. tm tj CONCRETE Olt _CV0 REQUIRED Ok LK99AHLIEL WALL MOUNTINGS WALE 3/5-1- PLATE PEOM in omm Is a I 1 1100 ANCHORS /4, TYK a SPACNIS FOR INSIALLAY" KID mimme waamma. ANCHOR 011911,10111 me a" ART INDICATED 01= SCHOUL no Lo. LOW 11111010 toollb ON SCHECIM MUCE MCHN WACO ANK M or "Tnym Small mcm ON somnom ff IK FoLuDWIM: "C"m 11111 to$ OPWAWW'M N PONGEE. Paucto 1011011011 orwa t*w =1=,Nuw THAN fan EACH memo Tm an THIS 101,11111"t SlLr _r 3 CONCREIT ISLOOK REOUIRED. -4) CLASS 10 v MAIL PANEL U34M v MAX I� PAWL UNCIN (SEE UMATION I I (SEE ummm IIA ON Imm 12) x ON Sm 12) --I!r ACM or Ok 1. 6. E EO.0 00 'ED NXIS * oil TAPCON ANCHOR �� 9 D.C. ANCHOR a r Cc SECnMLA--2A WAIVED. 11LOCK Rvvumm� 10 TAPOON K. 0 01C. 1/2' -1/4* . ... ..... mi 990mid, / - am ?_0 i 1 . '. . V MAX. a FAND. LENGTH Pimm LENGTH (SEE umrm (SEE kmim ON S"W 12) ON SHUT 12) (D CLASS, 1 ow= I ------ PAMMMAIt PLIA R 111 12 I/r mc WAI I mml NOS g! SC-1 1 3/8-1 - I. mgmuATM ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATINM (p,s.f 0 PANEL UNGIHS As PER ELEVATION ON V, W: IL 2. FOR NEW WOOD FRAME CCIIIIISTRUCTION WOOD MEMBERS 70 K SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 035 OR EQUAL PLATE 21.4' WOGR_ 1/4'0 PANIELMATE PLUS T- 'ANCHOR st iz t/2, oC. . .' 4 $FJJ . No- 44167 FLORIDA BUILDING CODE (Von High Velocify Hurvicalwe Zone) 7 24 OAK "IVAUM STEEL 9011IM PANEL 57ATE OF 11LIECOome, GLOBAL PROTECTION PROMM Lm -.� ....... Sim. NWFLGI $am 33314 IC-7A.M ithilluo agrv_ _7M PIR& O"WIM eft 04)=-Ww 20-175 0110" ft 1- ps. f 9 &am is W is CD cn -cu > a) = 0 CD 2 cD_ 0 -0=3 0 0 C_ CU -0 0)0 -1-- (1) -b-, cn (D :t::! a 0 M 0 C -cu (n 0 cu 0 0 - cu U- > m cn -0 cn E 0 c:j_ C�L 1E cu ,O_ -6-0 W a7 4714 C..., c0f ALI -I= --cc W 311; C3. cz ZW W Am sp ic: 0 cn-0-0 (D Jc_ _11SRISSIRRIN U) cz > =3 cf) cu m uj 2 z z SHEET NO. SH 1.4 1,1171 n 191ITTIPWIFItIpfflowr _&.rzI/lI8. P-EZIW/18 AMCHM "(SU SECTION EZI 4 ALTUMW4 aria ON SHVET is) _7 --43* I' (SEE NOTE 1) *-- . ­ 6 _,O 6 o 6 -T -I A AT 2 PER7 (ryp) IW1 (INTERIOR PANEL) ill R R PANEL) (it PANEL) (END PANEL) MAXI I (END PAWL) (I . f I I I SEE NOTES 2. 3. 4 1 SET NOTES 7. 4 a, EL ULNOT, 4/ 40.0 P..0 at IS sox L j L1_1_LJ H-177 LEI' I ILI "A' -'I I 1 '41 i 11 3* moll L tan V M11 E --(SET UCTOk tZI at ALTTIHNATIVE 121W 04 SKET 18) E11/18, EZ1W/I& TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (1) SYSTEM ­ .1- .. MAIL GAP SECTION A -A jilluff"o TIJ ft, SCALE, 3/32--l' tENGINEERING I e_ � I ENGINKERING EXPREsso PRODUCT Ev^Luxnam RePoRT Sepharnber 15. 20M Application Number 170H.1 - R2 FX Frood Numbior 2D-311543 Product Merrulecturer All Anterician Shuftors and Gim MwtubdwerAcidrom 150 Dams Rood WINE Palm B"oh. FL 33409 ProducilthammADescription; 24pGaliminized8famiSlontriPsnals Lamom, MMOto Impact Remelitharil Scope of &011"on: This Product Evaluation Report Is beling Waved In accordmincir with the requirements of Me Florida Department of bulmem and Pmhmoww Rio"On (Fbrws Building Comernalon) Rule Chapter 610120-3.011)11, ' F.A.C.. for sholewide acceptance pot Method ll(d)� The Product o above has bell WSW andlor wagu*od a samilimmirized hortan to show compignince with the FWAs Building Code Saverith EdMon (2020) and It. for the purpose Intionclod, at k*M squivelent to HUM. tactuirtrall by the Code Rill-evelustion of this proclud " be requilvad follit" pintarmint Florldim Buildint; Code mWficsftm or rovwwm, SubstaftWnq OM: . PRODLICTEVALLL4kTWNDOCUMEWS EX driativing #20-31643 dW 124gs Quithancred Meet Storm Panels JHVHZ a Non440C)', thootmi 1-5, prepared blf EngirtmentrV Express. Signed & walocl by Pm* Remardo. P.E. is an integral part of this Evalualm Report - TEST PJEFCM Unhartin Mft structural porlarmancs has bw tomad In scoordstrom with TA3 202 tell standards pot test haped(m) OBT-ASO-il-001 by BWck~ Tooft, Inc. Large means, Irnpact resistance and cydc loading performance has been WM*d Irk accordance vAh TAS 201 and TAB 203 test stimichudis W tell napoil(s) TINIT-ASO-1 7-001 tel Blactowitiat Tooft� Inc. Structural anglinsimiling cskukftm have been prepared which Evolusaft the product based an omperstival andfor national strudy" to quality the following doson criteria: 1. maximum Allow" Opens 2. Minimum Allow" Spons 3. Minimum Glen Separation 4. Anchor Specino 160 SW 12" Av1*06 SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (066) 396-9999 TtAm09%atNtiRiNGExPRrss. C a,, tiorytissitINGEXPI116S.Com LAST PANEL(3) TO K INSTALLED At EACH OPENING $HALL ALWAYS OF Pft0NMEO W/ REM HANDLE TO FACILITATE WALLATION IF INTENDIED TO BE INSTALLED FROM INSIDE OF STRUCTURE I NOTES (1). �-Z HANG STORM PANEL SYSTEM Ift . ColrIt. TRACK$ TOP At 9OTTOW C Inno (2), END CONNECTED TO BOTTOM TRACK OTHEIM", = arSt'iALL BE PROVIDED AT TOP OF SUCH PANELS. (3) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST Or 1/4-It­2Ox3/4m M.S ill/ 7/8*00/32' WING NVT OR 1/ 3/4 LCIC�A;N (; Min, THUMBSCREW INTO TAPPED BOTTOM MOCK, FASTENERS MAY BE AT ["HER OF IWO EXTERIOR FIAT FLANGES OF END PANEL. (A). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (,'a, A STOP BAIR IS ONLY USED AT TOP) AT tEAST TWO PANELS SHAU, BE CONNECTED TO BOTTOM TRACK USING SPECS 0401rAITO ON NOTE IN SUCH CASE, CONNEC71ON OF PANELS TO 90TTON WIr.41 OCCUR AT ANY PANEL LOCATION t INSTALLATIONS ONL 7V FOR WIND SPEED UP TO 170 .P�hD7 CODE ENGINEERING Pap 2 of 2 All American Shuttvro; and Glass, - 24ge Galvanized Stod Stonn Panels No 33% Increase In allowable *"u has been used In the demon of this product. Separation horn glazing is not required for outside of whind tone 4 and MNOW ft"os, IMPad ReWttance: Larp Impact Roodarmn has been demonstrated as evidenced In previously NOW test reporgs). and In sommurded for inthearolnooft mg althisproduat. fflnd Load RaWsWce ThIs pro" tin own designed to iniall Wind leads n Irdcoted in the %pan schadukil an the halpsall" Proctid Evaluation, Docurnerl P.m. orolneeft drorwhilit). 1,71111194"011111 This product strall be Onsb*W in said compliance with As respome Product Evaluation occurnorit 0 0, aroliviering drowing), along with all components noted fiNHeki. Fftduct components shmfi be of the ~4d specified in that product's respective Product Evehumbort Document Os. woriestring drowilro). Umftfions & Condidom of Un. Use of this product sluill be in shict accordance with the respective Product Evaluation Document Ps, engineering drewlto) n noted hainslit All supporling host structurse mW be designed to resdat all superimposed beft and OW be of a mOwisi Need in this product's roopecg" anchor I , ule. How structure cwdftm which we nal socourilied felt fit this product's respective anchor schedule Ash be designed for an a afte4peolft brals by a rallidwed praft0onsf singirreer. All components which are permerier" IrWAbd shag be protected so" cormalort. and ~ much damage at alf Win. This product has been demorted for in* within and ouhmidw flum HWh Velocity Hurrime Zone (HVMZ). Rampectfully.. Frank Bencriardo. PE EillauslaRthe ExprivEsism 6PEOW549 I Con Auth. 9885 240 SW 12'" AVENUE SUITE 106, DINRITILD BEACH, PiontoA 33442 (954) 354-0660 1 (866) 396-9999 T9AII9EN4lRI!tRINOEXPKffII6.CO#4 9%r.iN11RINGl!XfI1l6S.00M 7 "4�" LY T-T, �Jfavx !'1, T-1 , U, 9 :e tmv, - #1 _3 LIM 21 \0 A, ccii: -i�o LL �­U. 'u, lit " caUPQATL*QK"oL`N` sum" 2-1 Is I0-�, -n,�I �, -AL. l,, - r (o) WALL NDUW,%CllW__ 44. v k a IN J AI 4 'A I 1"­� V x car 11A �*WLLR TV 0.51, rk:bm -3L 20 W3 ICU !#W.LU*C. A, 6�) WOUNI YXI 1119 INSTALLATION INTO DETAILS FOR POURED CONCRETE. CONCRETE SERIES 2000 E-Z BLOCK HANG STORM PANEL AND WOOD STRUCTURES CONCIIM DU= REOL"M. WWN ANICHOR It 12, DC, "/4�O IAPCDN HEX WAD TD( __P4h1' HER HEAD TEK 0 Ir 0.6.,, is TDOMI EDGE OF --WW 41111 4" FROM M 2. IRA 4 I. Min, pa TO CLASS ;/Is ALUM14M POP I. EXIST) OPINIAXION In GLASS POP RNET CLAW RIVIFT VA)L PAtin LENGTH .......... a r-or PA141EL LFWTH IT. I I' Noll, To GLASS. 01 Ift To OLASS, Tiexemscrtfw OF V wx 1 OF V 0 Eb. VAIL 4 V4-0 INAcomi Amoicift 0 12' D.C. 1/4-0 TAP -CON ANCHOR 0 12- 6CC. ED 1� ' 2'.4* W000 ]PLATE COW -am KOCK mmm nectwo SCALE 3/8- 1 SCALE 3/a-i' 111M. MIN. PANEL LENGTH I. INSTALLATION ARE ONLY VAUD FOR MAX, A.S.D DESIGN SHAU K 2'-G* RESSuRE RATM +/- 40.0 p.*, I. AND 8*-C* MAX P PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 0.4 S T An I FLORIDA BUILDING CODE (Watt NWh Val"Ity Nu ne, Zone) Value weac, Inc. F.P. 24 GAIGE MVANM STUL STORM PA14EL cum 11" T-r-aDBAL muam PRwums. ujr. z .401 &W. 6 saw MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC ...tog% ...... I V Z M-7-5 DWIL rt sail. AVV& W, 20-175 DENSITY OF 0.55 OR EOUAL. i DRIVING ft, vALTV, A, I A . I I ,. " ul ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) =N) TOP MOUNT (CONN- TYPE AS REQ'D) qOTTOM MOUNT (CORN TYPE AS REQ'D) MAY N AT TOP, - _� TOP MOUNT AS REVD) rlMOUNT (CONN TYFE AS RiiCI-D) =OWMItcria ILOCATION F Borm3m PoUW (Com-/ CF g., "M AS am-D) PANELS MAY BE wr-"Eb,%S REQUIRED, CPTlONALR,...2D gTrrcm Pit ,CIA Ow THAT CONNECTIONS NO BOLTS W WASHIREP ANCHORS Am LSEp wWCH SAAry VVINO NUTS FASTENeD 0 SPANS ABOVE I RELOW OVISILAPS 0 MIDSPAN (USE 4PPROPPIATEVAN TABLE) VERTICAL MOUNT ELEVATION t-2-*% (NOTCHED PANELS) NTA. ELEVATICH ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL S&PARAHON, fROM QLAJ6 I"VK4, WIND XWE 4 & 0.11KIIIIIA1 fACKI (ILS) MAIDMUM DINGN ALLOWALILF INSTALLATIONS LESS INSTALLA"ONSGREATER "Eatiall jSPANjtlYN,.I THAIN13WASOVIEGRAlIal YKARJO-AlICIVIGRADE 1-40 130jaw 606. 216. ImaN, 6,06 . 1.160 Inv ol 6.06 1, J.161. 6.111. 2.72 V, LOAD & FAMIL FASTENED SPACING TO rMNINE MAXIMUM ALLOWASUF STORM PANEL kh. SCHEDULE 15 ACCEPTABLE I= USE WIT" IATM LOADS LESS THAN OR EQUAL TO SArIVE DESIGN LOAM. I "PANEL PASIANOW ARE STUDS USED IN NJUNCTION WITH ALL MOUNTING EXTRUSIONS `TWK. SIVOM ANGLE, ETC.). use 6.21, PA14M FASTENER SPACING TAKE VALUES MD W- AND"Ur-H mn C n, I ky VAAY) Alp* I IV 4;�: 4 115, MAXIMUM ALLOWABLE 'f c,,t; 41 DESIGN PRESSURES' F�-,__NOT-IN CiE_11GNj DESD N NO ES: EIIEDLIIE�S 1) N 93 USE S r I ED IN It, it THE 4- NG A H A ER I OF BUM G C LSE AA 0 E T D15 GN 4 0111 P UPI ES LISTED 1A FOR ANY .9 ASSEMBLY AS 04MOWN. 0 GENERAL NOTES; .DRUM" A2,1" "'Ur, ".1161wohs =Z1, IN LOVE IFIN111011 A &I 1, 6 OF - "ACT '"20I.M.ARD 01 STPROMW=SMAINNIV TE at Al 0 VIISIT ;TMpav WABLE SPAN SCHEDULE iASIMENUSEDINTHS N sKKA!5&=NsxLe To OTHM 0 WHICH W kc;21q. a ALA. le ad= n, a SOCI ITT =MT006M M UNISNO "i OR ON WAIMUM TffnEO Rot a gm 9656, NaTto M, Ila 415'51`110"'CATIONS 1 ASSOCIATION, CA, CODES. %Ll7tUA&L,oL1ALlTY 1141wprom ETEANCHOUPER AD ITIONAL a ro -a 05CU-MINT H '7'" N--qMOF4)LA5IL r J. W MANUilION Mo. OLA" 15 Nta,00116 �V IlAN&L, LIANcIt. is tAll. nAM �1 WTM Afto!" NOLINTINGLICHINIVAII-ADOW 0^00V VOUN11W. cow."Ifts, ANVIVU) 141�110% " GLI" 5lVl,I a Pa, VC7.11 I A 'Am" A-ft V Na- a& OUL"I - o,t- a a 7 QV CIS' 0.1 NIV3 ktVA P..L Ill, �saW - VU-IlVi lWAVITION lklQVIA, 1. I�M QAAVAW- 0 111W ONAL INTERIOR FASTENING DETAIL Pei t _IVAM Uj �3. � "V W DNA WAf wo W W, VA"~ M. INJ WA (Cft� a, "a' k1a. ew* YULE awlY 1. AIK� PAW VJACVF TO AL EGRESS PANEL DUMIA FASTENthl G UP -2.2w" ' 0 2. �W" -7. -1 T'..V= A co 2.12 L'Xt4 4- '625" !n T 0 LIS"- J IIIIPA- TT Ty 43cr ro Us. 0 _11,93a Limr= E_ 37941 L Typ 4010- 1410" N-Z 3 11110" MAX .31 I a" .0.36's. .,. . -, , ;. 3.37W 12 SM, PANEL wvlwr_� OA79" 55' 0.190, r an 250, rh T a m, 378" k o7 1,0 R141' a D 0.211, 4 PANELLri 517. Des =q a. .3or 2. %bwL Ty P 37 IIA Osc. 9.3 =7, (MWAQ 4 AU101T L DJ7e- wl -T z -11, T ser" w tEXMU) 1.01:0 OI;EALAP i 1 11 1 25" MAX. Ex 111c A" MAX`� WANIFLOLORINI PI;Ax J_Iwj MAX. 1% BVILD-OUT /7 Cc, ­1 , A I IODOA IMSED Z low OVEIRLAP, 2S' MA 4" MAX. MIN EMIRD ANCHOR SPACING SCHEDULE* 24G$,ilGEFAf*LS.PANILFWP.fYCRSO%I!rOC. 2.S" Mile OWANCIF NULK Disease ampait poesmat I ("El ri S" Up T9 IF-41 . INFANUIT.V�f I MAII UPTO W-34r 41 cl ca CA, -0 "P C1 C2 Cl C4 0 C1 C2 OL WA;T=o 1 7 In k.4- --4. 41 40 4=200wo� r. ti 13 1 W A r .9' 11.1' at _14- liTIR'0 1 0` 1.15*1 16.01, � -a-V 12,11. as o- 10.1i, 16.7. 51'a &r, or 11,11" 110, 1hL ",W. Ira- -1.11, 411! 1 14- 12.1­ .1 18,0. *j- 5111, 5.4, LZr . 16,01 S.V 5.4" 1 T 9.4 , 22.31, L*' L= ACV Sl* 414" 1W. mul I, 00YALTULIFACQ14 Is 'crif.a. ifi-Ar _4 20, 17.V' IS V 114 - 6111-ff-1111-flyr- 1. MIr mr ljg� 7 FrDT 7,97_,:A_� 3 A II.0 Ica' 11jr, 1"" . -M 4114 4111.1.0" 0 ;rP9;9Z3o s" 44 46 at 04K 7t Lmr, I 2� 251 VIL" uAll 12 W. ma" 04 131. 1%.1l. 7_2=1 IFF I&O'l -iij., isral, 12.V, to"" nr !$.a- gV, 12. 1" !Lt 1", 356" itw, 14A, 1231 Ism it a', is IT lad" 125 IlLs" jLt J;Lr v. 0, 315, tffV lix, IOL111, to.4'. 12.6' �Lmv- 123"JILO" ILS" 1_114' L2,3­1 1610, 12.9*1 lo&' ".5, ILy' 121ILar, ILO-1 350, a IL . Ila,. I's'. 114.0" IL511 36,Wlll&irliz.s-,[�o�o-'.115.5-1 El sco., 1515,11 ilialo" 0.9" &L511 Jjm#4 Ill.", L.2JI 1161V 411,11"ll ;LS"' =OF IDDSTANCIIII I fW­ 41 40 61 it- 1.211 IV .71, a 11.1 4.25" 6.29, T2_T , LIM R V �6.25- 'I.. r � -,Jr 13 ITW "s' ?z 445- &IT' 10.7" 4,1" IT 4.91, IIV I No 33 3z $111' in tre I 4ilf ii W1. I V: 26.1y: ILV .2" 11.5:. Il:.: 77- 'a 1/4" 1 1/4. 1144120 11 I -All All -VA. 1 id 12.9, 1040-1 8.40 3.9- 4123" It,3' 0.4" 1 Ali" 9.21" 3,23" 13.4" 12' 4 N 3.41, 13,316 623" =.V *13 25 , 4.5111141, 612& 9.1., LS', 3.T' id44 lKI. 9.V 313, 11,14 '. 34'1 " : s1z 74"T A,116. IL$* ix, 214-- MM zimmilrikalct. "Man Type U!" to "I W-W I CL Cz ts C4 0 rz C1 1:4. CI CI C2 C4, 114: A 2. woo 41 11 rL 1140" 12J!' 15.0- U1.0" 7.3- 22.F' IS.V t&.O" 6.1" ILI, is V, %so- 41W ILSP 1b.011 Liz, arr My' Ma-.411-1 so-, t2,r xcw I&*" v.s, iZ.p Is.& Ili - ,, , , , ;; 777 t7.1' iff'SOM' 211.0' IIL?' 0,-' 22,C' 10* I1.r 16A - Ila" ill 141" DIT- 12.11' V- 164-14,r' 50'. .14, 1 Ur CAMZ 33 woo seftew 41 IS sz 71 L2.V 10.0' 16,0' 1215111770, UF 1 22,9!- I&D, l0e. 612,11 L2.91 16.47l 141. lz.V� 16, , 12.51 I V' it's- 11110" 12.01 fd.ty'ltra. 14.0, 0.6'. %I.S. la-V' %Ga,, 16.0" 111" 3 r 9.6- 1-. 12.5" IL a. ')4'l r 'N' sw, :0 A- 33 TAP CRIN -CFAA' 41 40 am� at 71 il.nl irl, wzrl� 11-rN U, 12.w''14.00 2 1 1 113* 14. M.4 .01, 10, ax. 11.5r rz-.V-r U.51 la.91 A " .111 SiLall lILsl.jgagg_22x- 9.21' � Ill a L 12.5, 22.11" 241 14!§' K2: 11 4.,. ." 1910 J11.0. -Wil V177 VVE I BE 32 4 'puoll, 41 IE %Z S, ILI" T' lt,r' 4. 5.2 , 2 all 4. ANCHOR NOTES: I PHICHORSCHEOULE APPLIES TO 06LL PRODUCTS ONICTIFIED HEA1111, BUTONLYPROVIDEN "'All UIANCHORSFACING, MAXIMUM AULOWANNIESPANS AND PRESSURES INDICATED I N SKqLL APPLY A INTEPLANC1109 SCHIMLI LE BASED ON PANEL fASIENE R SPACING. 7 HE EXISTING STRU rURE L =A1 jHCIR TYPE. SELECT DWGNM"ITI�IIIIAltIWR THAN OR ALTO"NATIVE DE4EGN R AND SELECT $PAN GOOT OR ALTO SK:& SPAIIISBACT ON "PE INSED ON APPROPRIATE MOUNTING OONCITTLON t8fE MOUNTING DETAILS ON SHE 2 A 3. 'PANLLPASTENEW ARE MOB USED IN NLTION WITH A4 MOUIMNQ INTRUSIONS f'r�TRACX,STUaDSDANr&f,1TC.I L*E&23"O.0 PANEL FASTENER SPACING TABLE VAUAS FOR ALL *'- AND 'U in NG, BUILDOUT CONDMO45) Ct! IN Ace 4 ANCHORS ;X=VA D DROANCE WITH 014MUFACTUILIRS'RECOMR&NDATIONS, 9. , WHERE FRIST1140 STRUCTURE IS WOOD FRANIING, E)IIS71 NIS CONDITIONS MAY VARY. RELD ,i.Fy THATFASTENeM, ARE INTO ADMUPTC WOW rRAM1NG MEMBERS, NOT PLYWOOD. FASTENING 7C, PLYWOOD 4S ACCEPTABLE ONLY I" $11DIF CLOrAJ RJ! 11115CM. , to WHeRt ANCHOR$ FASTEN TO NARROW WE OF 91 UD PRAMINIII, AASnNIOL SHALL at LOCATED Ull CE N T E It OF N OMI NX 2' X 4 A (MI hl� I W 00 D ST U DJYE". EDG E DIS T ArN C M"TIMAICEN'STrArla E F OR WOO D FRAMING). WOODSTUD - a 'SOIJrHERLN G-O.SS OR A D V� LA% SCREW SHALL HAVE PMWPS PAR HEAD OR HEX W-5b, It REMCIVASLE ANCHORS ARE- OVWALT PANtL1409, ALL -POINTS SOUD-W & BRASS OUSHINO 12. MAC+qNE`SCREV& SMALL HAVE! Irl"MINIMUM ENGAGEMENT OF THREADS INTO THIF PASE ANCHOR AND wAY, HAVE EITHER A PAN DMI) I N,O III. MINUMUM ENK-WENT AND EDGE MT04�TPO'l".IHLIUWIIRI�z��WZ)46sI 14. Ir DESIGNATES ANCHOR ODNEYETTOIS WHICH ARE NOT AOCEPTARLE U11E$, 45 DIP." Its E U U 9 THE SHEET. N �' j IN "Pel 1IRRIP-11 19RI Iva 4­0 (D U) -Cu > 0 (D = CL cL 2 cu a) CL Cn (D 0 0. 0 c CD �: CU 0 U_ t4- 0 - CU ;> An An cn E 0 CU -0 U) < z z W mi 00 C1*4 C C:) A t-4 CIO _4__0 fagagagalf CIO =3 CU 0 Cn CU 0 CU M z z SHEET NO, SH 1.5.