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HomeMy WebLinkAbout6501 Bar S Bar TrlO R] AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv, Above FUR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handier Unit FR DR French Door RECEPT Receptacle ALT or ALT, Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft Food 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 Galy. Galvanized RND or Rind. 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 SO or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Souther 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 ILL 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 Cementltious 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 WOW 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. Microiam 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 MN. HDR. Window Header EXT or Ext. Exterior PUP Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit Ht Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 03-27-14 1.0 NEW BASE PLAN 12-28-17 2.0 2017 FBC CODE UPDATE 08-23-19 2.1 TREVESTA 150-C ENG. 12-19-20 3.0 FBC 2020 CODE UPDATE 11-29-21 4.0 ADDED ELEV KLM PER C.M. A S L? -:N :N s iul 3326�Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 HVAC PLAN 6 FOUNDATION PLAN 7.1 FLOOR FRAMING PLAN 7.2 ROOF FRAMING PLAN 1-1 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS &DETAILS D3 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N N _ N > w o t c W _C ea mN Np ra O l " E d � Q Rt , V V OCT .10 2022 1 \`'U VVt® 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 Bullding Code - Residential 7th Edition. Engineers signattm and seal is only for the stnrctural engineering portions of the drawing pages bearing Engineer's signature and seal. _ H �8 g S a0) .9 v N O 4k di yMQ � , C J LL uJ �U.LL a LU o Z0 0 0 W�� �Z W Z N ��1= LML ZOU W pp (D z � z J a 13 C*1 Z M N(D s 4-1+u, LL f6 U,- •V o 1�• 0 U, s W_ U c M W Z M Z 7d rp E O os �® E E 9 V a WaaOa Vq 0L Z- O ry • C U�gZ W o > 2 ZC/)= O �w of Zo gam W w� �W 6 Uri to �..i yam` T co :3 M M �^� O C) V J m m LO Q O N 0 N N Qi 4 MQ r c\ ItJn to LO ai Z ' o Z E r E °: c a U � Q p JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. C S r s A J 1 4 C v J t H B S3 TYP @ 1 STORY S3 O 25-SH S6 TYP @ 2 STORY AC PAD _ 11111111111111111111::IIIIIC]IIIIIIIIIIIIIIIC]111111111111-(=1111111111111111[]111111111111::IIIIC]IIIIIIIIII�IIIIII7 0 • O �;ICIIIIIIIC]111111111=IIIIIIC]IIIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIII�� JFIBERGLASS 'J� I I.I ■ I FLEX • i �� .. •��' CARPET I 5068 I 1~-1 O - ' 1 p: a SHEARWALL "I OWNER SUITE CARPETl� / ® UMM I■M■N FIBERGLASS . �,■ SURROUND SHOWER ! ■■ I -� • ■�' i ■ •III •. CARPET _Sim. m © 1 _ �►_ i ..� �, PLUMBING LINE . - 1 • SECOND FLOOR STUDS W/ #2 SYP �• 276'\ 16 3' _ _ ^ u - � _ ` 1 --- 1 I■i���■I� 111111111�:]C1111111C]IIIIIIIIIIIIIL! 11"1 ��■�r IBM I �■ro © II■I■■■� I■I m A - � I■���� _ _ GREAT ROOM . . CARPET ■ Ili _■ I� I --- 1■■ KITCHEN ■■ � e e e ------------I 1 - CARGARAGE 01 • . BASE .� - PANTRY REQUIRED PER FBC VERIFY LOCATION v - 11 IIIIIIIC]111111111111I=IIIIIIIIIIIIIIIIIIIL! __ `e D ® - • �- _ _ e i� I Imo- `:�� I •. - ��.. I I N■ ■ 9 I - _ 1 1 RUDS W/a■■ STEP__ CAFE ' ® .- L u 0 J1111111111111111111"IIIIIIIIIIIIIIICIIIIIIIIIIIIIIIIIC]111111111111111CL]IIIIiii1111�1111C�IC]111111111111lIIIC]1111111 __ tl •� L I •■ I �..,.,.a:. �IWHEN '. ► ►s JCCID le. ! 7MWTOIM� ToilION A S3 TYP @ 1 STORY \- HANSON BOX DRYER VTE @ 36" AFF p S3 J S6 TYP @ 2 STORY VERIFY METER LOCATION WITH BUILDER + H.B., 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 (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 71/4" 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 251 S.H. 13 20 X 38 J 18 J X 37 i S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20X63 18}X62} S.H. 16 20X72 184X714 S.H. 11­12 271/4X26 26X25J S.H. 11­13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 11­15 27 J X 63 26 X 62 1/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 } X 50 S.H. 25 37 J X 63 36 J X 621 /2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 � X 25 } S.H. 33 54 X 38 J 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 J 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" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 DE +26.6 / -29.1 0 +26.6 / -33.5 �G SEE SN SHEET 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 [O111111111111111 - •__ MASONRY HGT. @ 9'4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 37 TOTAL AREA 3816 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) tV N o •_ 7 W N o m ci eu w y d rr 3 A L 0 Ifill/ `..: • r :_1 - :. !j ` frl r ' .•,'je. ,ate:,�cl�lti�4 To the best of the Engineers knowledge, Information and belief, the structural aural plans and specifications contained within these drawings comply wMh 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. Q o gE Q8� cs ` ', . 4 S 9k N � UJ �LLu- LL W - Z a $0 �g� 0 W m Go Ci u� 2 NZ d ZN OU N (D Z N Z z J a cm Z -0 v F LL _N �0 W W c CS 8 d N O. o M �W Z �d E o og zo a a v N I_ n0 1zg � . oa 0 °0 Z O E N� oa as c� W$ a aZ WW ttJ Z� fm y �w 8Q� ZO aL) W Q y LL �_ yLL N W �k ~� MJ o �� Im 3 LO M ^ 0 d- : M O mom{) m T_ �I 04 o CN -� N T Y a; LO z z = E T ui = a U JOB NO : 22-06467 SCALE : AS NOTED SHEET NO. 1.0 r--------------------- I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L--------------------- 41 D3 22"W x 30"H MIN. ATTIC ACCESS �J 43'-8" 9'-10" 17'-8" 16'-2" 3 O 86 O 86 D2 D2 EGRESS ESS EGRESS FIBERGLASS I o SURROUND 3 I I BEDRO M 5 D2 0 ;ca -1 BEDROOM 4 BEDROOM 3 8-0 FLAT LG. CARPE „ 8 -0 FLAT CLG. I I 8'-0" FLAT CLG. o B CARPET I I CARPET N CHASE H = 01 _ v,' T 5'4" 2,�„ 4'-4" cn " 11'4° 00 ar. '-0" CL I in c M TILE 8 io co LO I CO.00 N cn I I W. I.C. 1 i ca 8 -0 FLAT CLG I = W W o G.T. 4 CARPET I -- -J 2068 156" x 6 "' -v ' F R&S A I I �-W-� _---- HDR AT 7'-0" ___-_--_ 7,-3" _--- I 2668 6'-4" ;t u=i H1 i I oI F771(2)2656 _ T-l" 1I T-T r-i I I I ' ---- I Ij --1--J AIC CHASE R&S 7 +42" HALF WALL c7 6 D2 ----- --- - co I I = W I = H1 5BF8 - 1 LO I - - I 11 N Y-7" 4'-1" 3'-9" I I I I LOFT co ' N 6 16 fill - - 8'-0" FLAT CLG. 4 CARPET H 1 r V7 O N 3 4" 20'-112" BEDROOM 8'-0" FLAT CLG. 0O CARPET I I 25- EGR 5H S e Oq H1 D2 R//' 3 D2 )/ 9'-2" 26-10" 7-8" 36-0" 43'-8" 1V I = 00 O It A r 04 N HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3W' 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 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-V END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25} S.H. 13 20X38J 18JX37J S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX624 S.H. 16 20X72 18JX71J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 11­15 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37JX50J 36JX50 S.H. 25 37 J X 63 36 J 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 J X 25 J S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 501 524 X 50 S.H. 35 54 X 63 52 JX 62 J S.H. 36 54X72 52JX71} S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-318" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" ® +29.7 / -32.2 © +29.7 / -39.7 Q +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 9'4" A.F.F. TYP. 2x FRAME WALL Mwftnwm MMMINMMMM INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 37 TOTAL AREA 3816 PATIO 24 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED SECOND PLAN - ELEV-A EXT FRAME 2 x 6 R-1FACED FLOOR CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1� I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: J4"=1 r-O° (GARAGE / LIVING) c N o i:. N I. LW W Er_ o a. � o �i (n C 9"N .: cLA_ 0- - O L N C= A m s a> 0J a d 42 �_ 3 <o Aw cc 'CU : _ 2 d -�co G a 0 /y jr • 1 �•� ° ♦•.�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 - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a C g v I» Ui P. n0 �� q LL a °',7 U cq LL LL LL 2WW �� o Z00 1% G W1 m IL Z 2 N z° d z 04 o cai L) (10 N z (14� z� z J a 0 (1)_� 4-1 LL 'U� LL, OLn U • N Il- � W z M oo ui�go a O 9 � w� <o R 0 on: w6 z O �yq z � U W N �. 60 w0 �o wZ m� VJa YZz "� 0 z N J awz 2z F 07 Z0 �z W�� 3 �o =gam+ J o CDa w �l; �r Zia c0? 3 c O 0 124 LOLu LO _ Q c� Fes- � MO M Y Y O �0/� V J m m Lip Q p N ai M N M Ln cM Q M r" LO o Z E r •' >u; IL 0 a o JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. 1.1 1/2" TAPCONS @ 16"o.C. AND 3" FROM EA. END. STAIR CALCUTIONS: TOTAL RISE - 10'-0 314" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING �Ky CONT. HANDRAIL RETURN TO WALL DETAIL. (:A) SCALE: NTS 3/4" PLYWOOD DECKING to T -o5o STAIR SECTION Stair and Rallinal 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 walkiine. Winder treads shall have a tread depth of not less than 8 inches at any point within the Gear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding Y2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 318 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 anv soffits Drotected on the enclosed side with 1/24nch ovDsum board. SCALE: 1 /2"= V-0" 00 0 iM 'Loll 0. BATH 00 60 KITCHEN ISLAND 60 4 F 0 M BATH 2 0. BATH 00 60 KITCHEN ISLAND 60 4 F 0 M BATH 2 [ILI c fV 0 0 0 M OPT. REF. KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS Id VARIES / ROD 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR a / ON BATHROOM WALL o _ SHWR. o = MEDICINE W CABINET 00 IC VALVES = o TOILET C° SOAP PAPER C° c DISH U HOLDER r o o o "' o - ,� z ,� z �r C �t C° O N> co M i _ i _ coM °' N TUB FIN. FLR. U . . _ BATHROOMS, SHOWERS AND TUBS c0 00 c fV 4 r` MIRROR 450 LJ BATH 3 KITCHEN INTERIOR ELEVATIONS 42" 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 BRACKET 36" H BASE O FINISHED CABINETS - o COUNTER TOP 30" H BASE CLOSETS / LAUNDRY M FIN. FLR. T SHELVING 00 ' LO a 0 2x 00 FRAMING CO 1 /2" GYP BOARD - CABINETS - 1'-2" rbN I O T ' r ('7 R ISLAND COUNTER SCALE: 1 /2"= V-0" O N N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DIAGRAM SCALE: 1 /2"=V-0" ems-+ N N c 0 C- 'o Ulf 7 W O i C= cm. c -Ccom>K f0 N G'V t Q GO C . f_, R !Q- W 10 } � ,'dam �o 0 e,�,��`•,11Z14ijPljt/////v,� ,t w • � L O F E S S `✓ ,tl��. 0� /''11jjr4�4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bang Engineers signature and seal. � F E g o$ � �Co �MOV ai qk LL LL u. a W Z Z W � °, m W Z in Z d LL aN G O cap 0 y Z NJ ❑ ❑ Z J tL U) 15 V) z -B �f6 N • Q J � 0 W QC-44 � o ao go o go a � E: U rz a. oa w¢ Z-0� O E fu az P3 t ry Cl)C C NO o YZ Z thi J a ^ ow o z �8 W O OO `�`� zla r 3 J �C)", In M �-. Fes— IL t0 CM J r M Y_ Cr O m m V) Q 0 04 N O± 04 M T co Q Cn T' . E is c, : N Z z c E T— ai c a U 0 Q p JOB NO : 22-06467 SCALE : AS NOTED SHEET NO. 2.0 rICD co 60 CV t` T.O.P. ------ HDR HGT. EXTERIOR PLASTER ON FRAME ^� 2nd FIN. T.O.M. HDR HGT SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — 12 5L,,�;; 12 �5 -_ 1" x 4" SMOOTH TEXTURED TRIM / BAND T.O.P. HDR HGT. ------ — ----- -------------------------- — ------ F16 L] F1 181, X 60" SHUTTER N EXTERIOR ~ 8" X 48" 1/2 34SH PLASTER 1" x 10" SMOOTH 25 SH 25 SH SHUTTER FLASHING 25 SH ON FRAME TEXTURED — — TRIM / BAND 2nd FIN. F R. HEEL -------- T.O.M. -------------------- CJ / WEEP CJ / WEEP HDR HGT --------------------------------------------- —-------- ---- — — — — — — -------- F1 cQ TEXTURED 00 TEXTURED r` CEMENTITIOUS CEMENTITIOUS FINISH ON CMU FINISH ON C.M.U. (NP)j ] 25 SH 25 S FIN FLR F1 12' RIDGE VENT 12 5F� F2 12 �5 FRONT ELEVATION - Al SCALE: 1 /4"=1'-0" SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ------------------------------------------------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 12 �5 ------------------ ------------- RIGHT ELEVATION - Al SCALE: 1 /4"=V-0" 1 o - N _ N � 0 N •W W r` of -a co X u,- a- _+ R G L , N °' a> cm. � c 'zo- c a � E :o tj o- 0 �`��qq\\q\`etRttlEidfff/�f�, a *` •O )*** U rp Ci F 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 - Reskfential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E o c 8 V 0 N 0 � cc m t» to N r0 J LLLL �LLy a. Y Z C co0 S CP m Z LW NZ Q N M Z OU W ❑❑ Z Z ti J V O ♦� W 0 W s N W W U C Q t• O M w z z( Ll U - E 65 i o Zo �tp O O H n7 w� a� RUO Wa z N Oa o Uz ¢ r0 C LL = z Vi J <W z wL) g� E %o aNLL r� O ad O co w zl°d 3 O J > LOLO ai rn C� Q MO j V, m m LN Q Q CV I NLO CV N Qi M Q M Lf) T m N o Z E t B 5i a c0 0 ¢ o JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. 3.1 SHINGLE OR TILE ROOF PER 12 COMMUNITY SPECS - INSTALLED PER 5� MANUFACTURERS SPECIFICATIONS — — — — — — — — --------------------------------------------- --- — — — -- — — — — — — ----- FLASHING EXTERIOR PLASTER ON FRAME 12 4' OFFRIDGE VENT 4' OFFRIDGE VENT 12 5 5 ---------------— — — — — — — — — — — — — — EXTENDED OVERHANG TO BE CENTERED ON TEXTURED DOOR CEMENTITIOUS FINISH ON C.M.U. (TYP.) 25 SH 25 SH 25 SH 25 SH SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS - __ --- T.O.P. HDR HGT. -,(0 N -c' ti -------- 2nd FIN. F R. ------ T.O.M. — — HDR HGT, 60 ------- FIN FLR REAR ELEVATION - Al SCALE: 1 /4"=1'-0" T.O.P. HDR HGT -------- 2nd FIN. T.O.M. -------- HDR HGT FIN F. 6 LEFT ELEVATION - Al SCALE: 1 /4"=1'-0" REV. 09.24.21 N c� 0 N o :_ d 'P To W VIA - C R C-J 2. d r ..UL' N 'es a • 'N 'O lV s 0 . as N C C2 0 •.`� ON ? Ul Z Q O • �., . i 5 ' E `O e. /?OFEga1Q\'�R�'� 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. fA a o0 y� N O p 4 C ogre W -u 2 LLse Z c 0) a CS M > OL 0 N `� O m W cR T , Z N V)j Z J J ILW Z OU U W ❑❑ Z N z J 13 N ``zn 'SC 10 A' -j0 - to LL O—� W W W r U � z • C Q � as O w E oo <R z0 E O R go U 00 z O N H ao QZ wo 0z 0 wz rc� yam a o m f c - o Mo gw z N J �b �Z O� U Z W �z �� O GI7 �? 0 `O 2 � J LO Y , iu 'Q Um F--co d. MO j Q' O _Y m in LO Q 0 N 0) N I N N 0) CV) r LO Q LO c� Ere d- N Z c E ai 0- U J Q p JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. 3.2 - VARIES r-1o" 1" CAP = CAP r 2" *NOTE: iv 1" RADIUS �''� FOAM TO BE USED 2" REQUIRED BY ^ 1/2" RADIUS �O _ ONLY WHEN 31/2" RADIUS 1" = COMMUNITY = 3/4" RADIUS 1-5 " > �Uj = SPECS. IF NOT, N v 0 o s CO DETAIL TO BE 1" 2" OPENING VARIES 2" 2" 1" 1" u ae"• o c �owN BUILT W/ STUCCO. 1/2" RADIUS 1" 1" "-cs LL a C" EDGE OF 1" 4" VARIES, r. M 1• OPENING = VARIES V-4" VARIES d 11 N o 2 1'-4" a o S a 11 VARIES 1" 1" � u .= ` CV tiN i 11 1'_OII 111 '.'•�� Chi 1 121 RADIUS r 1 I = Q 4" 42- 2" c E 4" � � _ � 2 1/2" RADIUS el- 3 u " � c w r MIv .s� 00 t� VARIES 1"" 1111 32" iv 3" 2" z" 1" 1" 1" BASE BASE r 4„ " 1,_8" 1" JIM 1" a„ 4 N • 11-0" 4- N M N 11" O *NOTE: VARIES 8" 2" f FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY COMMUNITY = 1" SPECS. IF NOT, 1" OPENING VARIES DETAIL TO BE 2" 2" FE BUILT W/ STUCCO. �411 • EDGE NOF G c OPENING ,��. a • = 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, M Q the stnicturel plans and specifications contained within these M � 10„ N drawings comply with the gins Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing 12 101, 6" = Engineers signature and seal. 24" f7 7 a S 1 53 Lo 0 :1 t2- a co J (D _ � U. � LL LL c� LL r" 13 Z a 4 „ ri §�gG t 6 cn fn W ' � T °W 2" 4" 3" 2" 2" N >' IL.t_w � `v Z d V tV C7 Q p z U U co m W ❑ ❑ 1-1/2" THICK 31" z g c 2cm 4" gg � = Z 8S r 511, 1,-5" 5� 1 � --,� 4— — zt 111 1'-4" 3" _ (/� Z .6 Mo 54 �' (� _ —�4 •~ 0 w VARIES VARIES 0 W = 1 1 I 10L • � I Cr (n .0 VARIES VARIES 11e r � c 4" g- a J C O Z 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 LLg OPTIONAL OPTIONAL `9 of w , __ C _ t"' 5 Q Q z 4" GARAGE DR. OPENING 4" L3. 4 4" WINDOW OPENING 4" z F = a$ co c Z c • INSTALL OVER STONE, TYP. o NOTE: W U.)J 2 o VARIES • FIN. TO HAVE TRADITIONAL 3 w W • FOAM/ EPS MATERIAL IS g LOOK & SMOOTH FINISH ACCEPTED o `1 NOTE: cfl ~ w eT zIa o 3 • FIN. TO HAVE TRADITIONAL LOOK & 14" 1,-6a„ 14" 12" 2--1" 1'-4" o Q SMOOTH FINISH Lo �; J 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5 1'-1 ' 5 > LID Y/ rn i 3'-8" 7" iv LO B 4" T-0" 4" # Q 0 1" 10" V-4" 10" c CL CID r a M N N 1V/ co N 1"ls7 r = O GV V J _ NCN 0 N T L / M Q L r E �1. g o01 _ is C V y Z H L a M ccn r E T c 1" Rro" r 11 JOB NO: 22-06467 1" SCALE : AS NOTED N SHEET NO. GENERAL NOTES: o r • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 rM 0 ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. M C 20C 15C UNDERGROUND his SERVICE BY POWER CO.----- INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 JJJ GENERAL ELECTRICAL NOTES: I Typical 150-200 Amp NOTE: ELECTRICAL MATERIAL AND Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UT In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed Within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shalt 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. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w.P. WEATHERPROOF DUPLEX OUTLET G.F.i. GROUND FAULT INTERRUPTER DUPLEX OUTLET NiF HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -MAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN 't Iwo EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT a 150AI200A INDOOR PANELCENTER #14 to rights & outlets NEMA t #12 to appliances and GFI 150 AMP/ 200 AMP #10 to W wn ��` I' 10 98 to Range Is k8 to HVAC FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: Y4'=1'-0" c%1 N � 0 rr+•a � s 0 t`rwO c "- c- e/tr_49.'N .L t!% - C A 4-� ' s1 rr ' cc ``apt d Aa a C u cs a+ CS cm N 0 N M ci 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W a E o 8 Lq to g N r d5 rjnrZV 0 "' M a N v th I J LL � 11 13 tU. Z6O7 So r a 5 Wtm ^a CP m W Z N N Z d J Zo cal v to W ❑❑ Z o d — a 13 V I N N �4­0 (D u�, W- O W g �Nco pp Y N � M h W Z a E 55 Uj � -go a [�O U o U 06 00 U 6� Z O E N t0 ao a 0g w Z d i wo �o a� m0 Z aK 0� Z 0 U Z j �� 2 CD Nr J �C >� L LO Q 0 � Mj j Cr O j Y M W m /� L,` / Q 4_0 O N 0) I N N� N T L/� J M Lr) M d' o z c M E 1"^ N ai m 0- U _ v Q a c JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. 4.1 ELECTRICAL SPECIFICATION 15oA/2 INDOOR PANELL CENTER NOTES: 10 A14 to Nghts & outlets NEMA t 10 #12 to appliances and GFI ELECTRICAL CONTRACTOR 160 A." ZOO AMP 10 N10 t0 WH MUST VERIFY WITH THE 0 98to Renge SPECIFICATIONS FOR THE TYPE N6 to HVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. 5o=uo 200=410 in 2" Conduit 200 amp 150 amp UNDERGROUND bisconnecd SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER Y WITH CODE APPROVED NEC 17,250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" Art -(general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerfine 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. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FfF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX F O WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS 3 TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) }9 PUSH BUTTON SWITCH (OPTIONAL) I-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60"A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ------------------------------------ I I I I I I I I I I I I I I I I I I I I I I I I j IN ATTIC SPACE I SWITCH & LIGH1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I I I I I ------------------------------------ 1 I BEDROOM 5 \ \ 19 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE \ D I ROUGH -IN FOR % OPT. CLG. FAN/ LIGHT PRE -WIRE// 12/ A t✓ V BEDROOM 6 S.D. BELOW r C.M./OS.D. I I I I I I I I BEDROOM 3 I I I I I 1 I %% ROUGH -IN FOR I OPT, CLG. FAN/ 1 LIGHT PRE -WIRE db 1 1 / t I I ! � I � I I I I I I I I I I --J —J ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE ?11�\� % LOFT SECOND FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: Y4"=1'-0" N �.r c+� c� o 3 W is r o C CC V N a- m o CC mN>G r W . tv o = a - CC y, N L7 ` Z. o.� 2 � � T c: o . o. 0 N N 0 N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and speciftdons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q E g$ $ Yi �N0 Q 46 Z LL W z rC6J� _j S a 6W {Y� r WcR�pjO' a C ' O m LLZ UJ � Z�, F ;w Vim N O Ci 0 W (D V M z gc� Z $6 z J E3 r.- i4 '8 4-J N W W { O t/i C g to �— = L L f^$n, • CM 2 Z �p � ���ia o� zg a40 �- Z 'o g E ° W= to Cl) Z - y0 Y�Z A sg M =W w c as CIDW . 0. C 0 `O = d' J LO LO rn Q t� d. = j � C.? O Y m m LO T }+ �J CN c O M N L0 M Q ch r m E 3 LO Z r_ E r a U JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. 4.2 a ATTIC VENTILA ION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQIN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0 2 Floor 733 704 101 352 25 176 1 276.0 0.0 276.0 (Zone 1) Main 0 0 Floor 17 16 2 8 1 4 0.0 0.0 (Zone 2) 0.0 Upper 12 2 Floor 1552 1490 213 745 53 372 456.0 (Zone 3) 180.0 276.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ZONE-2 ATTIC SPACE SQ. FT. ROOF PLAN - ELEV-Al_ SCALE: Y4"=l'-0" N t%d C%& - � W cs. cc e , `° m' arc $ a� d a ; cc +- -a, co ar 39G c. E 4'�tli�atilfi//UZI 1 ........... �. r N I J J r0 4 Gy ��•r r� EJJ�O�\ ��\\ To fhe best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E o g8 N O 0 4) LoQ M N O *h 02 4 r fh 7 ' .J �Cp -� LL W reLLLL 0 0 °m a M0 N ro 5 W 2p m w ZGo d N Z d LL = N OU y W N Z Z J d f+S N 2! Co 0 ax-10 �w 0.4 C d U_ U • Q It o M W —j O � 9LL 40 `d z o E O N o �o wg �o K fa f0 Y � 0 O i LL zC rw 2 3 W Off J �0 LOLO _ Q 0 � MO M O m to LO Q O N CN N N Oi r Lid CM Q CO r— E N H o Z c E T N IL U Q p J JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. 5.0 a N LO 0 S Cr r 0 J 0 v v¢i z LZ U X a O t� S va i O C. b » c c b 1 T-2" 2--2- TYP @ 1 STORY A S3 1' H.B. 1-STORYL FOOTING FOOTING 2 - STORY' 64" 6 4'-2" s. r. 5'-11" 4'-Ull , 1 TYP @ 2 STORY J S6 T-5a' 2' T vz�z2ffi-z �T —•—•— r --� r— CO C M AD AC AD '• 20'-10" � LAV. 5-0" LAV. II I TUB I �aassaa�J M \ TYP @ }Ir I ' I / : 4 of TYP TYP @ 2STORY W.C. } I \ � 2 STORY o M \ \\ \\ \ \ \ I S S6 I LJ N I J i%) S6 \\��� f ' IHVACCHASE \\ \� SW I{ } IA 1 \ IBASEDONs-� I LOCATION \ \1 \ SHOWER PLUMBING r Cl) \ I �\ 1 ------ LINE TCI \ \ \ I SECOND: STUB UP TO 1 I} , , , , , , 1 CJ CJ ' r INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT, TO BEAM W/ I (1) #5 REBAR VERT ABOVE SLAB TYP I \ \` \ FLOOR : =ha \ \ _�2ND FLOOR I n \ \ \ FOR A/C ; "' ; tPROVIDE Y2' Cl) @ALL PLACES SHOWN HOOKED FTG. I DOWELS 5" EMBED W/ 25" EXT. ABOVE "GRADE I I \ \� } } \ \ \ _� ' I I I r W C, \= I ' ix 9 Y2 " RECESS RT. SLAB 40 STEEL" \ \ \ L �_ • DOORFOR 22-10" -3 1'" 1-$ " 5_9a„ 18-4T-O" " 2'_8" 5'-4" 2'-6(' x 2'-6" x V-0" J TYP. TOP OFCONC./ I W/ 3) #5's E.W. 21'-6" 8'-5" T-10" S3 118 '1-0� SLOPE L 2 STORY PAVER TO BE 4 S3 LO _ —M.. 2'-6" x 2'-6" x 1'-0" BELOW FIN, FLR. 00 c ' W/ (3) #5's E.W. I - - - - -- - - i =23i _ _ 2'-6" x 2'-6" x V-0" W/ (3) #5'S E.W. 0 +CJ I I I I I SIM. W q v v III I STEP CC = Pq KITCHEN j I I Apo I S3 S3 (2) #5 REBAR 3-1/2" MIN 3000 PSI CONC, SLAB FOR I ISLAND LOW I II I Jlt� I I VERTICALS w/ in FILLED CELL M HERNANDO COUNTY ONLY WALLS I II I ,IIZ I I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 p I JN� I _ �i c r 1NI Y z I/ I MIL VISQUEEN VAPOR BARRIER I I I I •- 9 i 11 �fl Q CHASE TO I I ID W I I i III II L� I ISLAND11-9" CC A S3 II Z-6" x 2'-6" x V-0" I j 2'-6" x 2'-6" x 1'-0" SW I J S3 in TYP @ 1 I W/ (3) #5's E.W. I I W/ (3) #5's E.W. S3 STORY I 2 STO RY c - - - - r ■ : I - -_ CJ — --I- CJ PROVIDE 1 Y2' RECESS TYP @ OPT I I FOR SGD. REFER TO 2 STORY REF I I� -�� x - ICONC. (PATIO I MASON'S SLOPE FOR - II --- --- -- - --� :: -31/2' SLOP I WIDTH S I S6 BUILDER TO PROVIDE ii Q `}" _ APPLIANCE PROTECTION io 60 1/I _ 8 1'-O" I SW WHEN REQUIRED PER FBC SLOPE 18'�1" 4'-6" T.4" 0 3'-8" 20'-7' L N I I a, - - - - - - •• O - �• - -1 CC p S I (2) #5 REBAR I I (- I:. `° -- VERIFY LOCATION VERTICALS w/ in — ■ II I W I I ELECTRICAL PANEL FILLED CELL ;0 3'-0" L----------i-- -- / o FOUNDATION PLAN MONO - ELEV-Al. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VWVF PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN • LU UJI CONTROL JOINT DETAIL SCALE: 3/4" = V-0" j�fyG, .;� ; ' �; �;: �---#5 CONTINUOUS . • , .: • "�- REINF. SEE FND. FOR �• " "- ' QUANTITY • ,�•; •v #5 X 25" X 25" CORNER '�' BAR ONE FOR EA. .. .. HORIZ. REBAR, TYP. � �• U.N.O. •, - •, "Alternate: ' ; • The reinf. bars shall be • • • • • • • • • •, cont. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N N c ell, 0 C-41 o w •-s0 O ` P X .- C U- t1 iy O A ; 4C Y a� oa t E c �o 5 a " • 3 R ;.d o c 9 ,O a E � 0 ' o ^ 4 `t+G�i�7tE11'i'Ydr,lit, CN W try C t« To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LoU S 4: o M M � LL � ui — a T Z Y = 0 W m Lu Z N �Z d -.1 Z OU W ❑ ❑ cD z C11 M z � J ti z -U 0 W w t c � O W Z L wo oo >p 0R z® O E l0 V uiZ �o pa UO z - N @ g0 w d) i w0 o ¢� mo r0 U y O Cn J ab w Q W 1z Z W C o ao W=W aLL �3 O N 2 Gwy F a7 IIIIIIj � zl"d i; 3 Q Z �� L+ � m R �\ Q C9 F— V j MO CM Cr Y O S r Q � N O) N N LO 64 LO M Q MLO r E Ul M Z EC w C ii Q ¢ o -J JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. 6.0 2x4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO. 16" FLOOR SYSTEM SEE PLAN FOR DIRECTION EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. FLOOR GIRDER SEE PLAN FOR CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = 1'-0" J ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH IXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 CY16) or15/32" EXP. 1 (33�16) TILE: 1V32" EXP. 103110 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-0310d (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. 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 585 515 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"& 8-1 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 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH./(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4' x 21/2" 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 wl 12" EMBED w/ USP CIA-7000C IEPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ ( 1 D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-17 w/ (32)1 D SINKERS & (14) 114" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32)16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER *" REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREAS & 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 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-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. () OR 2 PLY 'ARRIER u SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" O p W - C= -�- "cc m'.x y- o- m d c. o c 0 w 0 c:1� ��• A fi if aft F/ E/ S S ki pO I a`llti r6>Lt�G.p To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F a o£ O N Lo �$ 0) AQ 2 m NLL a Lu LL 0 LL LL 0 J 4 Zms _ coa � �2�_ 0 f� Wr°n�4jO' Z IL m 04 N Z d J I� V = N OU M Z o C-4 M Z o Q 7 �7 d - z c �0 W W A V NV) _ w c �, w_ U " • c 0 2 Q N W o W M z w s d O 3,6 z® � Ft6 16 CL p_ � < o o N L .0 O a❑ K J m� CB c 0 0$ �E z ;5w Z= C a o aZ �W W NLL S� IIIIIIIIII� � O yz�y� F J 120 dO'" Ln L �-•. Q a. 0 FF— M � MO M m m L0 T }J O N N N CD O NI LO M Q M T— E �j� I � o M m 7 E f/1 y Z a. U .01 Q JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. 7.1 time, CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 r. RSHENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -7:8 58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (24/16) or t-Y32" EXP. 1 (32/16) TILE: f%2"EXP- 1 (W16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y" x 0,113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTI MARK SIMPSON STRONG TIE CAPACITY CROSS-REFERENCE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 112" 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 1 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4' X 21/2" 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 31/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S VGT - M 4940 3555 w/ (16)1/4" x 3" 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) 519" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY 1(2)LGT2 I i V 4060-M 3770-F 3500-M 3240-F W/(32)16D SINKERS& SINKERS I LUGT2 13100-M 4520-F 3100-M 3800-F w/( 2)16D SINKER (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1 1010 1 605 1 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-1Od x 1 1/2" HHCP2 680 1 570 (20)1Od x 1-1/2" " MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ 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) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE V-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 ROOF FRAMING PLAN - ELEV-Al SCALE: Ya"=1r-0" N � 0 N -o W CIL-. a `� o m C Mcr K N t ]C c :3 m 4j,© as tn 0 o. - o i t✓ tea\ � �i `•yr.• ", d ••e .• 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. E I 8 I� co v � GD C N CnD N O p LL lWL QJLL SZ$2 LL a Lu a W�pjOu m w LL = � NZ d N Z OU 0 W ❑ ❑ 0 Z Z Z J d 13 (n / Z Dq ^ LL IL ' �u •V N •IJ O LU Uri S o W z M o V5 w�R o° ap a OV rpv w� oa wc� ZO E N io wo a Ira �o m: `sw O V 1Wo W U w0 �o N 8Mg� 8 0 =o = LO L0 Q cc � � M Cr O Y m m LO Q 4-0 N 0) `C1q N N CD ai .-- L 0 M Q M c M c E T Iu ti c to 0- v U J �Q Gre c J JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. 7.2 3 N M ul a X S Q O N Lo v 0 c�. Q p1 CI C1 N 0 t� a EZ s a 0 M 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 LA 80. 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 accordancewith 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 e vertica load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 0 O V• • • .. :: lal 8F44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM dt GROUT SOLID CC "v 4 • .- w U 0 #5 BAR CONT. 8F12-1B/1T 0 "W LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT /U=UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM #5 REBAR AT TOP IN. (1) REO'D c ° L/EAR ° ° ALTERNATE POWERS STEEL LINTEL OF LINTEL CAVITY i c ° M.U. #5 REBAR AT TOP a W a ° ° MIN. (1) RECI'D ° Q 1.1/2" CLEAR 8 F 16- B/ 1 T a `° pp°. d 2 ° GROUT tNOMINA ° u QUANTITY OF . REBAR AT rn w ! C.M.U. ---#5 WIDTH #5 REBAR AT ° BOTTOM OF rr%i A - O TOP LINTEL CAVITY V vt NOMINA °-BOTTOM o C k9 0 W HEIGHT REINFORCING a c7 cr 7-518"ACTUAL PROVIDED IN Z LL O to Ln 8" NOMINAL WIDTH LINTEL ¢ _' O 3 ` 5 REBAR AT BOTTC (VARIES) r~a ¢ r' u L, AS INDICATED MATERIALS cT-f"'precas intels - 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. S. 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) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) I ONLY IF NOTED ON LINTEL PLAN ' 1. Refer to manufacturers specifications for installation. /fu 2. Contractor to provide proper protection of lintel to prevent rusting. C Refer to manufacturers 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 cementitros coaling. See contractor specificadons LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O 4'-2" LL (i) 4'-2" LL LINTEL PLAN - ELEV-Al SCALE: 74'=1'-0" e�w !"•� c o d �o Z.- U'1AJ CD o w o -'� d N w m o c cs , '+¢ M eT at ro a<ca: " • C. a' O F E S S\ Q ta!`��N\N To the best of the Engineer's knowledge, information and belief, the sfnx3ural plans and apeciflcations corrteined 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. W g 8 8 0 ��� d!i GNf � LL J + U- W �LL S a R � Y 103 -�Og) �n � _ p N - ter W � W z aZ d IL N = OU h W ❑ ❑ Z Z RS Z � Q � a ,n -J N (� w g .0 w 8 [0 r- w = • ._ Q m O W 2 fM g o o z_a a u wLL 7(� Ca wo 3 tT O E X V �a d p wo ¢ Z N �$ Wm0 ro - k5 C Y gLL Z Q)�x -J ow oLL� <Z z Z az W C-) W U� cov .2O = LO LO tM Q c co Y CD Y C> m m a"i LO T Q Q N NI N � N of LO cM Q r iu M Z Z E T L E M OL 0 JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. 8.0 C" v 3 N M B Q 0 S N a co P LO Jr ZR Cn Cn f Q 94 E E `o Cl- t� 0 0 i a 0 t� 0 0 6 a N Pz LO S 9 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 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. AC1530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2,1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7• BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2. 4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEMS 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 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) AC1530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2- 1 V Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1 A WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE 0 WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEELERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF, FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and Vestment 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. Inigati Zrrinlder syystems including all risers and spray heads shall r>bt be installed wigthin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infespilion, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and bac kfill 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 - Crtcrete oqe and mortar along the foundation perimeter must be removed before extenosy treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewa Is. 11. FBC-R R318,1.6 - An ext9dor vertical chemical barrier, must be install after construction is complete, including landscaping and Imgation. Any soi disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N N � G W V d� M a -R+ o N n t 4r ca � e4o L d d x� = d ,d � UM a. a ue E o a u 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) CS S at °° N m 0 N N ak LL C J LL W c��u a Z L g o to o °� °f 0LL W Z w d k � MZIL ' N 00 N C9 z Z n J N cD •U �o LAJ Ul W � s N f• O M 0 W t; wo o0nL f >p aEE 0z m v i- `20 g 0 ❑a 9WX 0 U ZO E C:,ea"� N az OMz o C �`moo�j i Z LL z C N J �o a � rz > Z 3o O Zo U �k W Millio 40 zi< c C:)0 � J LO LO rn m f •- >L � C) M J O Y T U) N Q Q N 0) I M Lin M M f ai tO o Z C E f- Qj C c W d U _j p Q JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. SN 3 v, N P -a- 0 O J to La CK N T3 zc LO 12 S 0 Cr In 2 H N G. E 9 O 0 c I 12 B J' .a i CL t� INS 0 S 21 Z ro 45 S ci cR THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-l" CROWN) ............................ ::::. 11 WALL SHEATHING :..:...'..'MAX.'.' ..'.'...'... '.' ...'. ..... STAPLES n n_ n STAPLES @ 6" O.C. VERT BETWEEN .................... I - 16GAx1-1/2 LONG (3/4 1 STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-O" TANK -LESS W/H H C G 0 0 0 5'-0"10, _ STUB -OUT FOR 0 1'-0" o to GAS METER ' O � U N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) -12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. W-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. V-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking x / 1/8" gap i * x / / FILL CELL STD. 90* HOOK BOND BEAM ' SIMPSON MGT w/(22)1Od w � NAILS TYP.P��GIRDERTRUSS STD. 90° Cc CONT. #5 CONT. #5AR > HOOK BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO COW. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small 2" min. 2" max gap 4 max. Q Clinch nails when \ possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 118" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., cinched when possible. Stagger rows from opposite required when indicated or OF THE JOIST ASA REQUIRED LEAVING Y8" GAP TOP sides b 6". - Hangers with side nailing. Y -Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. - Under 2nd floor txd+rmn wr Inadc N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16" code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Ica 3" MOdh nails at R" n.r.. �/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D {KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 Of max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -staking walls require additional consideration. — -N 6° A 1 2' ROUND HOLE MAY 6" 611 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 8 1114r 1"" 1'T 1' 2"' 1-3" 1'-3" 1'-T' 1"ll" 2' ' 7-91"717 Arty 16" joist 12 1'-0" 1'-1" 1'2" i'z" 1'-3" 1'-g' 7-4" 2-11" 3'r 4'2'16 1'-a. 1'-1" T-2' 12" 1'7" 2-F 3'-2* 3'-10" 4C 9f' S'T'20 1'4r 1'-1" TT 1'2" ?-0" 3t- " *-W 4'-10" 6-11" 6'-11"24 1-0" 1'-1" 1'2' 1-3" 2' 5 3'7" -9f' 5=10" T2" 8 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® n - / 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 5/8'T THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22) 10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide 13/4"minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)II—�I I_ Nail with 10-1Od nails. Install tight to top flange. SLEEVE THRU STEM • ' ' SEE PLAN FOR •. • .. '.; . FOUNDATION INFO n ' d' STEM FOUNDATION y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. /4"-2" gap 1p Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 00 0.6 X Joist 10 01 , o depth 00 00 \ � n1l, t I -JOISTS BUCKETS N.T.S. GRADE . .4 i—REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0 CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE r\1r%r— \ OF—r1T10% A I T1 1r%1 1 r-\ 1r% TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION 4 d d \ . a d • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION c PVC OR SCH40 SLEEVE PLUMBING LINE dO' d i as .G e d A d' d C d � e SEE FND. PLN. SIZE & REINF. c� N c�a � Q.. O LU d •o C hY cz i o � d 3 1_ H E % •. o 0 Ilort,_ .� To the best of the Engineers knowledge, information and belief, Me structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resklential 7th Edition. Engineer's signature and seal is only for the structural engineeMg portions of the drawing pages bearing Engineer's signature and seal. W N co G ��0? Ci � N 0 m m V J LL c J LL u IA LL _ W Z c� a 13 o I 1%V �N0 W �i°'°' m LL MZ d J IL N -+ OU Z W ❑ ❑ c9 cn z z z -cc a N N z CDM� U OW N �Ln flo UJ W as = �— c N • ' so o z M 1, .. 2 d g� — z O N Fz O onW o¢E a wg ZW XZt0� rp C33 c O N J a �z o U a W T C> K � >� �W x k �- . $z O < �w¢ $ t_ L < LO c� = j C) O v! m m LN r a a..r O N O 04 NLO T CV)Q ch T•' iti W �" d z Z c T ai m c a U JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. S N 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" 0/C & c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER . > a SHINGLE ROOF, SHINGLES TO a BE IN ACCORDANCE w/ ASTM . - °' • ' • p ..° �. I 9 !I�I11EeII=114 :11=rr:=>Ir��l� ACCORDANCE TABLE i n�1 ,. ,.I I . ',1 1 R�rM I RESIDENTIAL ROOF SHEATHING - SEE FRAMING SHEET FOR �. SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT f GG ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK WI 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER � TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a- NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE N •e : Z ao 6 MIL VAPOR - T BARRIER D °r 4 D • • r COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. N CHAIRS TYP. 1'4" (1 STORY) STD. 90 NOOK SEE . U.N.O. U 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS � Z M • R . :. ;• o0 f f SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOW) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. -dr -T/r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w! (2)12d TOE NAILS GARAGE W/A HABITABLE ROOMM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR �" GYP. TYPE EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"" x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"0016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT:112"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"" x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"0016" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE At\O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL ° < A.F.F. @ 24" O.C.) 2r� x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 � �� ? 31/2"MIN. WWF OR FIBERMESH 31l2"MIN. WWF OR FIBERMESH 4 ° ° ° a ELEV. 4-3 1/2" i+— < ° 2x4 CONT. ° A.F.F. p a . j < o " • _ • . 9�' 1/2"(mina 4" N _ ` GARAGE DEPTH VARIES < a ° K 1/2"(min. - 4" 4 ' 3112"(min.) - 4" - i 4 ° (2) #5 CONT. 4„ V.4" 8° (2) #5 CONT. 4" '4' 811- GARAGE SLAB AT STEP rB U.N.O.AMIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc,�),@ - " rCC SCALE: 3/4"=T-0" S3 SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE. 3/4 -1-0S3 v G��NU�Vs�t 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING EDS�GJ�� vcs• NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0!C 10 01,No s LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ cc�'r 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8"" x 10" "J" BOLT 24" O/C W/ 2""X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR 6 1/4"x31/4" TAPCONS () r MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w! (10)10d NAILS @ EA. STUD 2X PT PLATE 20"MIN. LAP [24 MIN. LAP] " 2x P.T. PLATE SPACE ANCHOR O.C. W/ 7" EMBEDMENT (MIN. SHEAR TENSION ) - 1 -- - :• -• TYP. WWF OR FIBERMESH , w .... I J _L MIN. LAP MIN. LAP] 1.".11, . • • _ 1•. FOR CLARITY 6 MIL VAPOR • -�III-J1 II�I�..11 � a--u u�-u.--u -a-ur1-1-•uiL-1I�- u.1. uI-1-1h 'il �I1 1 �1i=11� IL�LII�11.11`IIi11:111CC11;11� r•� 11R� NOTE: g 1-1-=1 I- > A - `FOR BEARING WALL —I _, COMP. SOIL. (COMPACTED TO — W/UPLIFT ONLY I =1=1 !=1 !_--, I- _ _ _ _ --I 95% MODIFIED PROCTOR ASTM III- l ill l l lit=111 !=11 ! .' l l-IT=I 1 _i l— D1557) TTr 4" V-4" —'�-lii--IIL=11!—,Ill,�lll�l,ll�i;;,III--IIL:—III-11-III FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" ��S3 SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" °v GRADE (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE 3/4"=V-9' S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E �, N 4—P M C' 4r, I� _ SEE AIS3 OR J/S6 I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. PT 2x 1/2" GYP. BD. 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 11-4" 8" 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT SCALE: N.T.S. K"G S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR I S r6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) � I WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x• ; CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL := BEAM SIZE & CONNECTION INFO II 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w 0 SCHEDULE CC j w SEE PLAN FOR STRUCTURAL HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o � CONNECTION INFO. 0'-011 J CONT, BEAD SEALANT • INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS .., . " • •` GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, PLATE TO CONCRETE ON FLOOR PLAN w o SIZE VARIES PER PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS TENSION 120#) CONCRETE SLAB,,,,,-E!6 FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) c T WWF OR FIBERMESH r, Lu E — n. a � BRICK PAVERS or SLAB PER N M 6 MIL VAPOR — 0'-0" FIN. FLR.A COMMUNITY SPECS BARRIER it � it rr INTERIORION WALL SLAB STEP , TAPERED COLUMN- 1 SEE A/S3/J/S6 J T�'�+ r "8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_�� SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -, EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' M eo uj owcWnw I :Ed III c = !==i _� =- z 00 U =,III it • a • • _—! MZ� FOOTING v = BEYOND PAD REINFORCEMENT i_=III=1 --- 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N N N cV = 0 W w,4o� o R N Q- � E o a ee� � � �•••.N rr+ �,- C M >F L -�-� •••........•- ° rat FESSIC;r` f� ` fl�i[III{t"00 To the best of the Engineer's knowledge, information and belief, the stnrcturel plans am! apeafications 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� E Q o g $ _ v 0 C 0 .0 S `° S ari f` j 4 LL � J LL_ M J LL 52 Z a _o 4 0 re w m e a'0 ccw E W) M d K ILLLw M N OU L z w 00 C� C z z 'D z N to �O Lij g c N �N A F__ U) U ®_ U z Q 04 s o W Z M � J � E ai z vi 8 o E u Fa (Q Fi RO U ou ° - �Z �z QQZ Z N cog °d WZ W� r_ � o 1 0 gLLr z - C � J y O i�b Q W 2y � 3 0" V zo V W Q U 0 �o �z � o W g ~ M a C O 0 i J LO LO.--� IIZ N Fes- c1- Cu j C O Y m to LO Q Q N () I N N N LO CM Q CO r LO 6 = z Z E 4% �o c a() a Q a � JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS TONEAILS SPACED MIN. EXTENSION FROM DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)1Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4. 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP ' PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL WI STUDS @ 16" O.C. W/ / SIMPSON SP2 w/ (12)1Od (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID EVERY OTHER ++-----POINT ' + .I STUD W/ (3) Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) L-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN L EXTERIOR WALL CLEAN -OUT rA WALL SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ 4 #5 FOR CONCRETE PLACEMENT d ' � o a d d 8" STD.90°HOOK 8'- LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL / SEE FDN. PLAN FOR LOCATION NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X91l2"PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE � J FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d d ^ a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. I"ARTIAL INTERIOR ELEVATION SCALE: N.T.S. �O0 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL DOOR STOP MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET �. DOOR TRACK ' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 4 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR i. GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE 2x STUDS TYP. Op 0,4 SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLR SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Si FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (NP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)1Od NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS OCKING W/ 2-16d TOE NAILS E@EACHEND FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6"O/C EDGES & 8" BLOCKING ) u' O/C FIELD ? a 2x TOP PLATE r 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = - CHORD OR BLOCKING SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90• HOOK IN K.O. BLOCKftl ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF 48, SPLICE STAGGERED • 4i Od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TO 7bP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLiC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LEIS SIMPSON C SIMPSON SP4 SP2 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t&NUT SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING BLOCKING - \-NAILED INTO 10d NAILS @ 6' (2) 16d TOE NAILS TRANSOM STAGGERED EA. BLOCKING TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR io 2X8 WALL ABOVE — ADDITIONAL DETAILS SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) SIMPSON SIMPSON -BOLTS @ 24" O.C. #5 CONT. & RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. IL c 2X8 P.T. BOTTOM P TE MASONRY WALL C 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 1Od NAILS @ 4" STAGGERED A 10d NAILS @ 6" O.C. STAGGERED NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON SIMPSON SP4 SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o o TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD o S4 B • SIMPSON SP4 w/ (6)10d x 117 (USE SP6 FOR 2x6 WALL, USE PLYWOOD o SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 1Od NAILS MASONRY 5!8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)1Od NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 N v N N � o -o W C? t a� - ccWW c u. a Vl a > ova If•— cc 3 T a �e o � u / "I A S�O� \aaaa To the best of ffm Engineers krwwledge, Information and belief, ttre structural plans and speciflcetlons 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. s I-$ 8 8 d 00G��� to N C LL di Qi M LL '7 I LL LL i. _ —vim a �Z ii•�NfO W 2P. la Z 0; N z Q 0 ZN OU U W 0 z z � z a � C1 v - W q?U —� O W Ln c w 19 acm c. c W Z Cl) zo� J E a o W O sLL Q F ?o Q E 00 � $� °wg z f— C:)`Z 9�OU d4 W9 o wmz W W WW� t0 0)Z 7 0 J �m Q W fN zo W=� Jz W �3 � v 21 01 c O 0 In J LO E I— CU M V! m m LO r ate-+ O N 0) N NI � N T �/�� Y M Q J r o z z E T cm m a v � a o JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. S4 Q N 2 iu 9 19 2 N 0p J Q N 0 1.E 0 0 c'31 a a Lz ai N z u, SIMPSON HGAM10KTA W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT S EXTEND AT LEAST 90% OF JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH ATEACH & (Z)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOODB ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSSHEATHING ATTACHED OS 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2x4�� LEDGER (MATCH BOTTOM CHORD " EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 1 O/S5 `- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3) 11 ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING��_lr?CDX PLYWOOD OR 112" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST 4 ROWS OF () NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J"BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES J� 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1OKTw/ (4)1/4"x1 1/2" SDS SCREWS TO "" " MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT V-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2 IOd NAILS IS (4)1/4"X21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) IN ON SHEET S5 FOR X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ 1/ (2)16d NAILS WOOD TRUSSES tO go go 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF " RIDGE FASTENED AT BOTT. CHORD FOR 4 ot EACH JOINT w/ (3) TRUSS SPANS NAI &LS @ EA @ EA. END 10d (2)TOE • ATTACHED W/ 2 -16d NAI AT EA. TRUSS JOINT " " " " 2x4 PANEL BLOCKING (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS FIRST O/CBL BLOCKING (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (4) ROWS OF ; TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS DQ • ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL F THE LA T SPACE AS SHOWN FOR 3- PLY 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 """)i SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 t-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU ONNECTION 0 S LAMINATION ( ) 2x4 7" ON TOP OF PANEL L EXT. WALL CONN. @ NON -LOAD BEARING LOCATION D 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ BLOCKING, FASTEN WITH 2x4 BLOCKING W/ :. IOdx3 @ 4 O/C (2)12d TOENAILS SECTION rg E. SCALE: N.T.S. S5 SEETYP.WALLSECTIONFOR SCALE:3/4"=1'-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 12 6.9 MAX. I TOENAIL i (2)16d NA 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 L =r E- A— i� L I L CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 'V BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4"O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —.vry i . ovrnmu GABLE END BRACING DETAIL SCALE:3/4•=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. y�A 90� 0 °C CORNER JACK 0 a U w z o HIP FRAMING REFERENCE PLAN 0 z w `BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C �,-MOISTURE BARRIER .BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE IN ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 "X" BRACE SEE DET. J/S5 , r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. E S5 L 'Lqq o�llll lIIIcc AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 3V-O" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N o 3 N !V 93 0 d W Y�o c"— CC!'3 J 2 x It ,a: o coo - v 3 .3 cc nc ,. 0 o R a r •"h,. �� K" i' FLO 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. E N d CM S to 0 0CN%1 0 WALL '� a S2 11 Z°' t M8 r.4AG z O W r32°'Go M Z d N ZOU W ❑ ❑ U Z N Z� z� J N 0 cn LLC W W •U — g 0 Lu 2 8 _ M w ri LJL o zo Wool o" a� ?o a O U E N V z go a o Z O E N M ao �Z 49 L ¢yZ QO M CO C C Z U m o H �z z yy�� V) � J a� m Fb 0 l Q f Z� �W W of =k c O 0 Ln Ln Ir QCL L co MO M C) m m Ln Q O N N I N -0 N �/� T L M Q M tn r— .. m Em 0 z z E r-• ;a a U Q O JOB NO : 22-06467 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C I CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE -ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/7 GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER_ PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �—PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 to FOR MORE INFO Pa W 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD W LAYER 1/8" THICK. v—INSULATION PER �r CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4"INSPECTION PORT AT a- EACH FILL CELL TYPICAL w C- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE 9NISH GRADE o0 `--STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ri REV.03,16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 0 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED z T PLAN '' . ' INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL Wi (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1- 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK /— (2)- 2x TOP PLATE �l BEYOND I 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET• On G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 15/32" OSB EXPOSURE F SHEATHING w x SOLID 2x to C BLOCKING a ALL C SHEATHING EDGES (SEE OPENING X SECTION X- D U C x FEW x E w 2x STUDS BEYOND. y SEE PLAN o Q) FLOOR CONNECTION g 4TI @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 "34 "ACING FOR ADDITIONAL INFORMATION. SINGLE NAIL EDGE SPACING DOUBLE RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B, MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1,4 WWF OR FIBERMESH ,. 4, Lai • i L 1 8" � - 8„ C3e HAI RANCEM N INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION, AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS -(2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X SFF �O`L N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) �F� C, N,n70R S I'I--1/2" EDGE SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE E ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM K" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN)J". w 2 _ NAIL AT BASE 2 ROWS @ 4" O.C. w/ Sd COMMON NAIL p © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL S @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. p QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. of @ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. p w/ 8d COMMON NAIL w O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F 1= pin w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 U) co � rn f- F LL @(2) 8d NAILS 0 3" O.C. TO EACH TRUSS END OR @ VERTICAL rn w p LL p ~ MEMBER IF GABLE END c " WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS 9� STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTAL @ INTERVALS NOT EXCEEDING 10'4" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. e SLAB W/ 6x6 W1.4XW1 A `* WWF OR FIBERMESH E 4 ° CV)III —III— III - I I ` .. °• , ... ° �• .. ^III -III -III I I 11IIIIIFIIIIIIi all II S FOR WALL SHEATHING MUST BE MIN.131X 21/2" T OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE CE MORE THAN W. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2 1 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 3 (2) 1 (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER, MANUF. go FINISH GRADE go ;IIII� I' (3) # 5 REBAR ON 3" CHAIR �I 4" I V-8" I W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 N o t� •r. N 45 iG W a a) — .01< +� = 0- Cc o .- 4A N CD 4L d "A- os o Q o 3 ev o o o nVvA • y•• w`• v \ f Mrti� E • "•eN CV R' �3 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. it $ 04 ' 0 � CO (D di �M�� - LL qu- Z U- I a tgrn o W 19a o 1n ; o �O_jO. W Z tL ILo`" m'w tco z d ZN O U U W 00 0 z z z J U a. Z co 0 � N •U o O LU U c • 00 N O M W Z Zd J ff E o Zo>Z K N� Q F �e Q o E U tcv cd w0 g oa = a °oz z — o N � &I u8 ao a= �w W = z ) �� aW 8 Ho U W �o w � 0k CD 0 OO � = : � Ln 1^ LO m T Q = M Cr m ILO Q 0 N vi N C) LO CV)Q M r ai E C LO Z Z E a; `N a ci a o JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 -o M a co M M v c� 0 .o 0 0 Q coM I 2 Q O a EE 9 9 0 c� J5 0 J• i 0 0 a CD S 7j cR 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. ;;;;; , APPROVAL FOR CONN. ; APPROVAL FOR CONN. ���i 1x4 P.T. 1x4 / 1 X 4 3-1/4" LONG X 3/16" 0 ,;.%' FURRING 3/16"� X 3" LONG TAPCONS �/ i FURRING (2) ROWS 3116" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT EACH END W/ MIN 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. j �; j/, j 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2 " x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINf 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1Odx3" 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 iSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO \ — BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB Rq 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 Koo J SCALE: N.T.S. SS 2'-0" ► SECTION A -A 8" BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE Bl VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL rK SCALE: N.T.S. SS 2'-0" 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. 8 #5 REBr (TYP,) $ - FILL SOLID BOTH CELLSIf STD. 90' HOOK (1 Aj 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 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"X21/4" 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%Z" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wl MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE i TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW, SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ " COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. .......i.,. 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 REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4W WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" �'S S -,) #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" • e' ► GRADE : > p • ° ' z_ r •> a ° (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 10 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 tR ` ro, C i THE :S ' ♦ FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER!:�t NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 40 #5 REBAR (TYP,) ' 00 _ `STD. 90" HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ;2X ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .09T' 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"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF 2x0 VF/�hq TRUSS DO B7-16" LE 2x4 SCAB FOR O 4''-0" O.H. + + �FNQ7H (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + BLOCKING AS TRUSS + REQUIRED TO + + + SUPPORT SOFFIT 2X4 SYP . . EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE::., @ FIRST COURSE Zx BOT. PLATE W/ (2)10d @ 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 r-2x BAND JOIST W/ FACE NAIL 1 Od @ 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)1/41 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 1 St 4 COURSES SOLID w/GROUT is FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. in •A ' #5 BAR �p ►' 1•0" • p • CENTERED W/ • ► . • ,� ` IN TOP 4 ► # ' KNOCKOUT/ N - • CHAIR BLOCK I MONO FOOTINGSIZE AND REINF. PER PLANAND SECTION DETAILS -CLEAN FILLDIRTSTANDARD #5 BAR IN W HOOK iv FILLED CELLv by �� ►. , Ls sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"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 t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY l� EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N CV � 0 � W o c %c- V- o C `om;� A O +— _.._A d: o- :a v ' R J D1 0 c�co d tiE�liSilift flt/jrt �x �J < ,Lv J N i7o5 •"•• spa 1 " ... ,..' - To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing Pages bearing Engineers signature and seal. W W E (a p .2-8 1 NP 40 N N O 40 LL 52 a a �tLLL Z —vim 0 0 J. W 0 4 — cn I t Z ", No Qk M N 5. 0 0 N W ❑❑ Z N z � J a E3 � W G) V � 8 O Lu VLy N Mtit an Q N O � Z W M oE ° EE Do z goE N i a mac o .�.. M �gzw m� o zcn� J �z a C ` o1U o W w �o =3 r� r J YZW=r WIF _ J Liz LO rn Q � j Y O m m LC 04-0 r � 0 I N o O M N Ln c` r ui LO c d Z Z r� E 7— c a .. ci ¢ o JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. SS SCALE: i" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC, THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS �nD DIQG AAIr) 01 IAI IAIS:nPRAATIr%KI 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 GLUE — AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON 2x8 SYP DRYWALL STOP MUST L/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" V VP%L.L 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT 4RS IN WALL ---2x12 SYP oo BEARS IN WALL 4 BLOCKING FOR 2x12 /� 2x4 PT UNDER 2x12 C 2x6 SYP ROVIDE MOISTURE PROTECTION 2x4 SYP BLOCKING LAACH ALL COMPONENTS STAIR TO CONIC. W/" X2x4 PT AND NAILED HEDTO FTO STRINGER\—c—Z WITH GLUE FOR STRAP TAPCONS @ MAX. 32" O.C. (SIMPSON MTS12 w/AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND / NAILS) / OF STAIR TO CONIC. W/ T" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / (I EW "A" SECTION VIEW "B" G . 1 - SECTION VIEW "C" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" \ SCALE: 1" =1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER TREAD / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP �� [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS E2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON 1Od N MTS12 w/ D NAILED TO FLOOR WITH GLU AI S) x 1 1/2" N STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SCALE: 1" = T-O" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING BULLNOS 2x SYP CUT TO FIT BEARS IN WALL x12 SYP 4 BEARS IN WALL E DETAIL SCALE: 1" = 1'-0" ER 2x4 GLUED AND NAILED SECTION D-D SCALE: 1 = 1-0' 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS F., 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING -- H E SECTION VIEW SCALE: �' = 1'-0" ON F F Lx4 ST( 2x4 NOTE: 2x8 DRYWALL STOP NOTSHOWN SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE BLOCKING F-1 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. -(2) LAYER t" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 j"X16" LVL FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND FLOOR ATTACHED W/ 12d NAILS NAILED TO JOIST. TRUSSES @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G11 SCALE: 1" = 1'-0" F SECTION VIEW SCALE: " = 1'-0" NEWEL POST BLOCKING SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTI ON VIEW "H" SCALE: 1" = 1'-0" N N � N �, - N a `W o � o LLj ,acr-x LA- Cl- ca v .. v' o d (aa Q N N a> > u a 3 ca w E eo c 0 'go Wtv F VE'- (2 h 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 seat. 0 g E S �, C o � _-� !� a M C' LL u � _. 0 0 uu LL a m a. W t 1°2o m_ W o�T m Z I IL co NZ d K ZN 0� N V z N M (D z� z c QS_ U) i� N Z v --9 C1 —j L W s U.) c ' U o qyy� Lv cp • � Q u9 M �w E o zo oo >p <R, ti.z R8 oa 00 Z OE CD-rc� ap ¢ z o m0 AP fa Cl)WW& Z z O y � 7 O Ito �w zIa ax 0 3 J 120� L / '^ Y/ rn m ca Q L 0 � MO CIO Y ''^Q VJ m m LO r Q � � N � I N N� N r Y / M Q M r 6 LO o ZE c r E Hm w c a ci 0 ¢ o JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. ST 3 3 a N PM LO �p J co fn R <N c E E S d J ti 0 .9 3 i 9 Ez 0 0 a. CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED ( ) w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB ---- 4 ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT $'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX &EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gt VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS ROOF SEE PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 4--= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Qk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) ik 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING _ ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 PFTOP F S FOR CONNECTION INFORMATION. BOTTOM CHORD ATE VARIES SEE PLAN FOR WALL LOCATION `— MIN. 2X4 #2 SPF STUDS @ If 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. ')]I, SECTION @ ENTRY 8 SCALE: NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4)1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PAN FOR MORE i INFO SEE FLOOR PAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PAN 7/16" OSB FLITCH PATE SEE FLOOR PAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INICATED ON B. SCDHEDULE/P ANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA� SEE ROOF PAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PAN FOR SEE PAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER EXTERIOR SHEATHING INFO. ATTACHED PER 2X4 STUDS w/ SIMPSON :r NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR GABL MORE INFO. TRU: 2X4 BASE PLATE W/ 1/2" PLYWOOD SIMPSON LSTA30 w/ (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ EACH COMMON 1 (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TO FLOOR GIRDER TYP TOP & BOTTOM BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION r22"� SCALE: NTS BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON '.. HETA16 w/ (9)10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS e COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS EXTERIOR ATTACHED' SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS -' • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 1/2" X 41/2" LAG SCREWS ATTACH LOCATION AND DIRECTION LAG SCREWS INTO END OF EACH (fF PARALLEL SEE 2/D2 FOR FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS LOW ROOFNVT L� SHEATHING ATTACHE PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS c4 N -o Nco > W Leo O- — p C!f 1O m -o % o ' .- y 'd C� f0 N y � Y d � _ �,��a '" =,m -..9 1 T � G > C Sri S�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 Florids 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 a 8 Lo m � o di aj M -V OF LL 14 C J LL W �LLLL a a _ :g W ;mN_m0 8mr° ' W Z � NZ -j r UmW Z N do g v W ❑❑ CD co V N - z � z ac a %� _ - N V � V) z01C9 T-U 0 o — OW IN c W Q Y O CD zo W Z cM zo E8 W (� _ '2 U so 0 o O E i 1z Sao aI W!� �UY m2 0 z� z�� - � u=i O `� Q W zZ N °oLL a ZI W 11 � 02 =I� 4 .1a < 0 0 `OLn = d' J LO Q LO Y Cj O O m LO r al 4-j 0 N O CV fL0 M M Q M r al LO ,4 0 z E t" E ?? a 0 Q 12 _ mi JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. D1 t -fl a N co chi O 3 N M ts 0 I Q Q O S N t.r=. J• e a 0 J fi S 0 a N (1) SIMPSON LSTA30 w/ (22) (2)- 12d — GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL QA BELOW AND ALT. CONNECTION, 2x CRIPPLES @ 1IL O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO A O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE / / 1, APPLY SUB (3) 2x # SPF ( 2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS @ ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER 1 2x SILL PLATE W/ 2 12d TOENAILS. O ( ) o SURFACE #2 BLOCKING Zf2 THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x NOTE: VERIFY WITH FLOOR SIDE BRACE EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w! 6 ( ) FLOOR SYSTEM FRAMING PLAN FOR I -JOIST AT 48 O.C. A SIMPSON LS30 w/ (6) 10d �� 1Od x 1 1/2 CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBONMIN x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END ) 2x #2 SPF STUDS DJAMB • ° CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK HEADER SE Q/S4 FOR REQ'D G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 1Od (2) SIMPSON MSTAM36 STRAPS w! (7) tOd EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING w/ (11) NAILS & (4) 1/4" x 2 1/4"TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE :� :� ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 1 Od NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. SIMPSON MSTA36 STRAPS w/ (26) 1 Od JL TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) -10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. kSCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION 2 2x8 OR (2) 2x6 TOP � ( ) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILS O CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN714 OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF O SIMPSON CS16 w! MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW, 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 1 Od NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER a G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM MIN 3 2x #2 SPF STUDS @ () EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. () STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 1Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6)10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" USE SP8 FOR 2x8 C B H B FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP 7(2)1- 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 1Od NAILS @ 8"O.C. COL. SIZE x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIM2 N HTT4 w/ (18) (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 16d NAILS & 5/8" 16d NAILS ANCHOR BOLT w/ B 0 X HEADER SEE PLAN E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) " a 10d NAILS & (4) 1/4 x2 1/4 TIE BEAM FD MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 1Od (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS SIMPSON SP1 w/ (10) 1 Od NAILS AT D BASE NOT REQ'D TO HAVE CONNECTIONS. • ' ''PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS BELOW SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 1Od x 1 1/2 NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. @ GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @ SEE Q/S4 FOR REQ'D JAMB END OF HEADER INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE FACE OF HEADER/STUDS 2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 1Od SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W! (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ F 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS L9T��82x� 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x �O TOP SPLICE (1) 2x SILL PLATE W/ (2)12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL w/ LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 11 Od x1L1/2'" EACH SIDEATE , ' ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD , r8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 1Od 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) 1 Od x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) IOd NAILS & (4) 1/4"x21/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS , ; W/ (2) 1 Od NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE & CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. C%4 o N , :o W � t p ar o N @ CD e6 a;.._r� - as wp a f��J. J�w,V,Q4J To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenfial 7th Edifion. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �E 0 9�C M �yyIv 0. _ 13 cc R. vi T w Co ILW 0 Z N o L) W M UI t0 to z � z � z a ri z -J LD +J L LU � A V O W s N c LU 0 a . o W Z IJL E E zo >� U a� wa ao Z04 ado i �a m0 o coJ 1m 2W N 15 � w 2a z R o Z W U Ro z �G C> O aF �w ¢p a€ "Ia o 3 J �C) LID a� Q � MO j Y Cr O .1C .2V) m 04 �I N O CV N LLO M Q M r o Z E r Eo m I° a U _ ¢ 0 JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. D2 USP LSTA36 STRAPS - EXTERIOR SHEATHING ATTACHED TO FLOOR ATTACHED PER TRUSS /BLOCK OR SPT22 @BASE SEE 2x4 STUDS USP NAILING SCHEDULE RIBBONS J/S6 FOR MORE INFO. 2ND FLOOR STUDS SEE 5/D2 2X BASE PLATE CANTILEVERED FLOOR TRUSS MAX. 8" CANTILEVER 2x CONT. RIBBONS W/ (4) 16d 2x4 BASE PLATE W/ NAILS OR 2x4 CONT. BLOCKING USP LSTA30 OR W/ (2) 16d TOENAILS EACH SIDE MTW12 TO FLOOR EACH END TYP. TOP 8r BOTTOM �' GIRDER BELOW @ 16" PROVIDE SOLID BLOCKING T x O.C. BETWEEN TRUSSES UNDER WINDOW JAMB CONDITIONS USP MTW12 EACH FLOOR MIN. (2) 2x6 W/ USP JUS26-21F TRUSS TO 1ST FLOOR WALL EACH END BELOW DOUBLE 2X TOP PLATE 1ST FLOOR STUDS 16" FLOOR SYSTEM FLOOR GIRDER SEE 5/D2 SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = 1'-0" CANT. FLOOR TRUSS @ 2 STORY WALL 41 SCALE: 3/4" = 1'-0" CO ev CIA tN 0 ca - � W o a� o cc w N .o m x G N. f1 Cco� ,� tL C =Q �o Co o d a �Illliil Q O Q =�F 1.0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E LQQ� N ao ac W ari � o � LL rN C LZ LL W 0 W a Nto Umz Za0 ZN OU 0 w CD ! z � J �^ /�, v I N� Co V - •U N LL O W N c Q Y N � O W a 1, E E Wo f zO 0 n 6 5 `ALL O U W U Z�E aow N � wo ¢� a ns J Fz aw 0 z Wa gg� �W � "LL mj v Itzy =1 ° 3 O Q 2 J Ln Lid Q co MO M O m m L0 T � NI N N �^ T L / MQ cf r ci m 0 Z E T y ?ii Z a U :2p c JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. D 3 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1)SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' ' MASONRY WINDOW BUCK , t 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ "Q WEATHER VE BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure i 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 -y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -i DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f ' 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 NAILING FLANGE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOT: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING M rrr�annvv rv+ornwv 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN 11-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 0 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHERED FLASHING OUTSIDE CORNER Z d Ix w 0- rn w W W O x rn DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 0 o� INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 Li !QIG - �1L II PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means LLBUILDING 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 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. R703.7.3 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 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING imm CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING 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 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 (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 READ ESPVEAS TO contraction, ASTMC1281, 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: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 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 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 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 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. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. d 0 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS �ZSSS Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. I� Cement A Plaster TACKER ROD over block 1 st floor FINISH 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1 /2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N N = C%& cp � W t Cn o n- r- ea mC-A 0m, F! w ,W.� . ca a o0 A O a 0 N N CM 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W E a o 8 a �F Lotn��`� * bi a LLLL Ok LL v wa Z 0 a 4 L R W �a0 0 W °' =i NO IL L = N OU � 00 W 00 Z aS J d N - N c7 N z ca Ur LL 4J N w W O-� 0 W 8 v , Nm C 2 u U � • c Q Y N W o 29 M W Z oz�s U- E '16s o i2 go E I- r. K� VO 7U Z _ N 2 tor., <z wo n7 � �o m� O ZCl)05 J 8Z �� b 3 sW 0 z ,o aTW W (j �ii LL Z r=-k $z x ON ° qt L Ln co M J O Cr T (n m N m Q 4-0Lt') 0 N 0) I N N N T L0) J M Q coLO r E �' o Z re Z E r N E T m c IL U JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. WP Mounting Brackets (10 Gi 4-1t2" x 4112" x2-12e � BaCk CrOSS .StlppQit (Maybe cut tta W) See Anchor Scbedule Right Btatket (16 Gauge) 1 W Dior A325 (Typ•) v N14 SelfAkiling Screws 1 V'7l ate A/C Unit Bottom Edge Hurrione Strap (Typica h 3 in front) Washers Front Cross Support Self-locking Nuts (May be cut to W) Left Bracket (16 Gauge) 014 Self-DrHing Suefefs Thru Brackets a Back Cross Support irtto A/C Unit Bottom Side (T'ypleak.3 each skle for hurricarle, use) SPacsac 4m1�41ua Issas+ tkmar Plaistow WA Isla Hunim*Ak $mrs pl/Y6 Florida Department of Business Is Professional Regulation Pap. s al Buedng Codes and Smrularda r2nrm21 Product Approval Application Detail C*a amarg J8tl. J7Ma Data Pmd a J2aa Mills version warowAurw Combat ernalharaDa.re Vaser.ee. ysg➢g(ed 0d2iiMd PWAmreval Apg➢ypg la�M Aftemitlon 2020 Smed1M1M PrmWik ire. Michael Grant. Haman F. NPae P.E. Loose Barden P.E. 12M&= 12/162020 1220=20 Apposed ceregdy: eWdrrar caOponer" (077) 441-aw PE-73778 t334) 300.1000 flbCamprro Products heoducedess readier buca m uthentcdm Nei Tedmelagy Coop l ncer N.B. ht Ewlu.tion Repon tom a Florida Registered Architect ors UaneW Flor its Professional Engineer, AWL FrodudMaid alu.hrab.me -Guilty Ammirsti AFOIdaludaD mouam Acermadfor.gs! Approved Le HWHE 12utitlalaQli fa Use taidig 2191 ➢t Comm -. pries. 1 amerlWntlbde1a1e40.410 Deal Function Flaudasd Vanasaorn Verd 1231/2023 Y. Y. Nor\ 100L700 2 SrwtVwA Mob! #V 4D611 Deal Fund. Flood.ad VirMldon Vent 12072023 Yes Y. WA 41100F100 3 aftdvdd Moo ♦1540no emulated Flood Vets 1231/E023 Ym Ym NIA •t00F1D0 4 SmeriVml Mos01a154DR1 haWed Flood Vets 72111Q033 Yes Ye. NM •100F100 5 BrmdVWA Modet21540,524 1634td; Gerege.Door Road VW. 12olf"o3 VIM Ym NIA WA 6 Smir VIMMdde1540570 11kod WWI Insulated Fked Vant 12,31nm Yet Ym N/A s100F100 3rmr<V4. MatlMa15e0374 74.Sihlud: Genes Dear Flood Vent 12G12M Y. Yes NIA WA Florida DepartrlieM of Business & Proressfonal Regulation Building Codes and Standuds Product Approval Application DOW Palat ell 141400it tdlAl Ergo at DmoPA2dkmJib! mm VmW- Muodsd➢0t 2OU o gn Lkl"m 9dwa @IG l wdm aWmde tllag FtCAlpW i attend Xdn M14alae 2020 Dmad MWane. lose. Jasau ebunwa Zedury, R. POW Loft Buvdm P.E. 0 MO=20 odov= 03OW020 /0r132021) APW.W Claim: Rooetg (502139}1511 PE74021 (314) 3(10.1800 shbCsisaw. Meal Raising hnummed ex.d.oan COMIMeai Messed: Enadudul Report Ran a Flaritle Rgd.mtlarsna.d or. Liadod Fldlde Prdlisslond Ensmeer 9LNINVASKn Me Agfx,md for lie edgrmedfur Use atlgld Radial alas s+ma aou➢a rmu InM HZ out" WAR &team Pmwm f Drexel Metal Rooln9 ayatem, OMC 100N8, DMZ 15069, 0MC 1756, DMC.2008, 12/3112025 Yea No N/A 11111e0 OMG 5V Florida Department of Business & Profewbrial Regulation psga2 d4 Building Codes and Standards 1r152p22 Product Approval Application Detail GM fft8, am Date Anomw� aft rsr RlonubCWt r 1� Llbanaayaudetad By Vaildatod -A. FK Approved Status Rgvialon 2D20 Therm-Tru Corporation Sbwe inpatient Lyndon F. Schmidt P.E Ryon J. King, P.E. 041152021 12A12020 04/22/2021 081082= Approved Category. Exterior Doors (900) a43-7828 PE�43400 is") 7B7.8fi55 SvbCabaery; anarging Etdenor Door Auwnbks sjstperatmet ermat. ass Compliance MOnd: Evaluation Report from a m Florida Registered Architect or a Licensed Florida -Pt:>IffiMBa:�#!)etbllb's Professional Engineer - it PmtlU04 Aeetlel. Numberbr Mama OuaMAnumnee Abomvad forL%e Aoproved Js,tlYtii faf Use falsest !ice Dinah 11aYl{@ 1 a. Thema-Tru Rber-CYMlc and Snpch-Star Nomind 8ak9P88quotlmpsotagwt Opaque 12J31/2022 No YM Yes WA Composite EdgetFibwglaseSigle Door (Inawing,Outawolp; XooMgurstlem) 2 b. Therms-Tru Fiber-Cbadc and SRDdh-Star Nominal6➢Ma liquottripacliSquat Opaque 12131r2tII2 No YM Yes WA Composite Edge Fiberglada Single Door with Bddba(10 Onswin s/OUMwira XO, OXor OXO confgura9dns) 3 c. Therms Tru Fiber -Classic and SmoolMSOar Non 11ha18AM39:ll&quotlmpacbS ,Opaque 12131/2022 No Yes Yea WA Compd Edge 5bergless Double Door with a ve8wut3idekn (hhswsCAX t wing; XXa OXKO conn➢urstions) 4 it. Themla-Tru Fiber -Classic and Smooth -Star Nominal 118d�P,0 Bquvtlmpectaquot Opagss 12h1221V= No Yee Yes WA Composite Edgy Fbwplsm S qla Door tlnawrg)Oumvwv: X OWDurasay 5 a. Their e.Tru Fiber.C2esMo and Strlooth•Ster Nominal SIMIAO quotlrryaeglgwt Opaque 12131= No Yin Ym WA Composae Edge Fiberglass Single Door with sddls(.) pnwn(ngi(xaeniog; XO, OX. OX0 conRgurallorts) 8 t TheirmaTru MbwC)mWoand Sm outh-Str r Nominal D6e9RO 8quotlmpaodtgvot OWqua 11251/2= No yes Yes N/A Oamposita Fslge Fterylass Doubk Dcbr YAth ar ' vdahoue Sloallbs prdM4ngroubmAng: XX or OXXO mffourasons) 7 p. Thema-'rM Fiber-CYedc and Smooth -Star Nm Mhal 58832;8 8quotimpabiaquot Glazed 12012022 NO Yea YM WA Edge Fiberglass S�igleb«) (Complaints 8 In. ThemmTru Flber4humia and St Cold-Sbr Nomna188a3Q;8 aquatimilselaqubt Glazed 12f312022 NO Ym You WA Composite Edge Fiberglas Silile Door with Sdelee(s) ensa1rgr0wm ing XO; OXor OXO tionfigunisoms9 i. Therms-Tfu Fibw-CnseWcand Smooth -Star Nominal SL ,$ 8quotlntpect8,quot Glazed 121342022 Fib Yon Vm WA Composite Edge Fllerglaaa Dotbla Door win or without $id*loa OrhasirrglOulrmnp:.XXor OXXO ccnflgufabons) 10 J. Therm-Tru Fiber -Classic and Smooth-Sbr Nominal 0&"g;a aquotlmpectaq Glazed 12f3120T2 No YM Yea WA Powb � Fiberglass Single Door NnomiloaIs>L0. 11 kTherma Tru Fiber-Clsrrc and Smooth-Sbr 0`quaMguntlan) 12r3111D22 No Ym Ym WA Composite Edge Flweglsw Single w vAth Sdelle(s) gnawrprDuilevorrg; XD, OXor OXO configurations) 12 I. Thames -TN Fiber -Guided and Slnaoeh-SMr Nominal 8aXW,,0:8quotlmpeaaquot Glazed 12012022 NO Yes Yee NM Compost Edge Fiberglass Double Door wlth or vKhoutSdeltm MwMr*ACutwrft XXa OXXO oarfigura0ona) 13 m Theme-Tru FlbevClaeelo and Smooth -Star Nominal sAe3 S kootimpactliquat Glazed Molded 12131P2022 NO Yee Ym WA Open Composite Fiberglass Single Door (I nsWrgRJumwiq,; Xca liguratm) 14 A, Thenra.Tm Fiber-Claaetc and Smooth -Star Nominal g6pM8 &quotlnpaelaghrat Glazed Witted 1213lf= No Yee Ym WA Open Composite Edge S Gtezed MaIdd Open Smn m;. X01 OX or OXO oon gwations) 15 0. 7hemliaTru Fber-Cliumic and Smooth -Star Nominal 6&X*,6 aquotNrpoepghbt Glazed Molded 12131)= No Yes VM WA Open COmpnrtb Edge Fiberglass Double Door with or without Glazed Molded Open Sddit3 (InswiralOutswnpl XXw OXXO corlhpuntora) 1s p. Therms.Tru Fnber-C4aoit and Smoclh-Sbr N« final Bea ilquokimtwct8quot; Opaque 1213112022 No You YM WA Composite Edp9 Fberplass Is Door with Molded OpenSidWbin Onawin➢IOihbwn➢: XO, OX or OXO configurations) 17 q. Thames-Tru Fiber-Clamle and Smooth -Star Nominal SAA%rS squotlrrpactaquot Opaque 12 li= No YM Yet WA Florida De iafterd of Business & Professional Regulation Striding Codes and Standards Product Approval Application De1tall Pape l d1 ax0.=1 mm ye"I'm manunmWL4r t AldoeaL3.LlraouyalMded as V Mamma PSC Ails lMga Rewsen 2029 PGT lndurte. Jena R.-.* Miard•DadseCCO-CEP AaanFOade SX:0. VAL IVISM20 10f=20 111242020 Apprised calegery: Evlrior Doan (941) 488-0100 (7as) 315.2890 etbcateps7• SM.90dr1rY DIY Assemblies parvaMQpgOMudass.c Compliance aetlela. Certio g. Mark or Using am _ O Aowaodfr Um Approved for Use seats maatllL2W4Mitm a IMp &2" kL= 2addl corm NAVA t $mina 9 =?Me(tagye.Mledb !mold) Viyl eking Obits Door 1141%0021 Yet Yee Yes WA May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2o22) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and appro%ml numbers on the building components listed below If they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star ON -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 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0l-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-W05.03 +38. 7/-38.7 psf 4/ 1412026 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 16 FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED 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 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 IWA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 WA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NiA 6/2912023 PI lass 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 +97.51--97.5 psf 12/10/2025 E. ROOFING 11LES Boras Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NiA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Gahanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Gahanized 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 Truss Plates FL1999.1 - FL1999.4 NIA 12131/2024 -Alpine 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 3/3112023 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 jobslte; 1) copy of the product approxel, 2) Florida Department of Business& Professional Regulation Papal 03 Building Codes and Standards 1rZrAn Product Approved Application Detau Inch versionManducturer Conduct f mIG HOLlirdoaa validated By y submitted MGAMA Approved AMU Rwision 2D20 Thenne-Tru Corporation Sadie Jaepnson Lyndon F. Schmidt P.G. Ryan J. King P.E =2312(17A 07m2Y2020 0712p21120 1Oil &12 20 Approved Doors PE-43409 (813) 7a7-8558 Sub0atiao�%4isg'1 FJ09ft Door Asserrbtm eior jwpereonQthemlatN.ob CompRacs Mashed: Evalustlon Report from a m Florida RagWb WW Archtect era Licensed Flor ss Professional Friginar Ill= " §gf PduMbN.Number,it Nestle PdutDeapteCatreoiraola U M Pressure ed 1 a.Therms-Tru Fiber-CMeslo and BTrooffi char Nominal 6&A31t88quotlmpeldAquot Opaque 12731r202Z Yes Yes Yes WA Campodte Eh1pa Fiberglaw Single Door (IrrswirrglOhebwry; X corrFiguretenJ 2 b. Therms-Tru Fiber-Cbtssia and Smooth -Star Namutsl sa1P 6 8quctlrnpsatiquot Opaque 12/31r1022 You Yes Yee WA Compmhe Edpa Flllwglaa4.$inple Dwrwith 5ldalb(e3 AiiswinyOuboAAng; )g3, OX or OXO co"fill" sorts} 3 c. Thermo Tru Flier-Clamlo and Smooth-Smr Nomdr, 8►N34,48quokimpect&quota Opaque 12t31r2022 Yes You Yes WA Composite Edge Fiberglass Dou Deor vdth or wahbut alednm (IneaAnglOubMrg; XX at OXXO comlium, On&) 4 d.ThWM.Tru Fbr:Cbstucand Srlootb-Sbr Nominal8M350 aquoClmpaea8quut;:Opaque 12J31rJ022. Yes lea You WA Composite Edge Fiberglass iarele Door (InaanglWlawire; X con(plu trion) 5 e. Thermo-Tru Fiber-Cl..fc and Smbobt-Bbr Nominal 8&MO aquctimpart8quot Opaque 12131/5072 Yes Yaa Yea WA CompoeiM F�pe Fibalglem Singh Door With6dNte(s) OoswnplO bavdrrg; X(I, OX or OXO cornfigurs0ons) 6 f.Thermo-Ttu Fiber -Classic and SmoothStor NOmtnal8lMp39;0squotlmpacaquot Opsque 1201r2022 Yet Yes Ym WA Composile Edge Flherglam Doubts Door Vah or without Sideldm (Irteving/ounming; )O(or OXXO wMigurasorrs) 7 g. TMrms-TN Rber.CWaiie and Smooth -Star Nomina188lgB;e Bqubtimpa138quat Glazed 12r312022 Yes, Yes You WA Composite,Ecip Flmmlus Single Door Onswiny0utswirig; Xconfiguration) 8 h.Therms-Tru Fiber-Ciasic,and Simodt-Star Nemnel884�;8 AghwtirnpactAquotGlazed 12J31120.22 You Yes You WA Composite Ecip Fibergli m Single Door with SidaMe(s) IZOnplOubwng; XO, OX or OXO coMiguta0orra D i. Thxrre-Tru Fiber-Ckacecand SmootMSar Nominal0iiF9D8 8qubtimpsctliquot Gazed -1201/2012 Yes Yes Yes WA Compogta Edge Flbergla a Double Door V.0 or wmnout SziWKea (lnwWlg/Outrmft XX or OXXO txm8gursdons) 10 J. Therms-Tru Fiber-CWWc and Smooth -stair Nornnal 816MO8puotnwactiquot Glazed 1201t= Yet. Yale Yea WA Composite Edge FilmViass Singie Door (InswirtglWlssm, ; X connfiguration) 11 kThsvma-Tru FaarClassk and Qnoalh.Sbr Nominal 88r3f0 Aquotimpsct8quat. Glazed 12J31121722 You YM You WA Composite.Eilge Flbelglam Single Door wmt Sidelts(N Orlewngmubwing: )Q.OX or OXO configundion) 12 I. TherntTru Fiber -Classic and Smooth -Shur Nominal $54%,0 8quotimpect6puot Glazed 1201r= Yes Yes Yes WA Composite Edge Fiberglass DoubleDoor v& or without Sidalilae (Iner4nglOutawrrg; XX or 0)0(0 con igursit" 13 M. T1lemaa.Tru Fiber-Cludeand SmooMStir Nomingl8&M.69quotlimpaCtdhquot Opaque i2r3lt= Yes Yes Yes WA CompaWle:Fabe ROsrgtess 3ngb Door *0 8quotNorENrpaotaqua; Stlegle(s) IlnawirrgtO rtevv rrg; XO, OX IX OXD W tOgur:orm) 14 n. Thernm4m FlbrCiasstc and Snwoel-Star Nominel 8&A ,B 8quetlmpeetBquM, Opaque 120311:2622 Yes Yea Yes WA CompotlM Edge FlbarglamOa)Its Dow%vb 8puotNonlrtpad8quot:SPlelftes (Inswirg/Outswng; OXXO wnfeumWn) 15 o.Therms-TN Fiber -Classic and SmootMBtar Nominal WAIMR08W+otimpagr8quot Opaque 12J31/2022 Ym Yes YM WA Composite Edge It"i s, Sink Doorwitlh squdttJon•Inparotaqual SidsliDels) Onsedng/Oute>`inp; XO, OXorOX acri t erasion.) is P. Therm-Tru FlberClassio end Smooth -Star Nominal8414411 ;0 8quattrnpactilqud# Opaque 12Y3tf2022 Yet Yw vac WA Compoalb Edge Fibarglam Double Door wah &quotNor*-In"claquM; SMelssm (InsWrig1Oub.iing: OXXO musiburadon) 17 q. Themo-Tru Fiber•Chm.it and Eli coth-86ar Nomim188a ;811ghakNnl-impaaSquot Opaque 12/31t= Yes YM No WA Composite Edge FRIGMlsss:Sirrgla Door 0naw(ngtOu iming; X configuration) 18 r. Themes-Tru Fiber -Classic and Smooth -Star Nominal IMA I) Aquotl4on-fmpeot8quot Opaque 12J312fY12 Ym Yet No WA Comptarte, ge Fiberglass Single Door with Sldatte(s) (lramin fOuarAft XA. OX a OXO cord"" tiara) 10 s.Therm-Tru FbrClaaaic and. SrnovlhStar Nomna18A1Ki9;8 Squothion-ImpaeMquot. Opaque 12011= Yet Yes No WA COmpesee Edge Fli aylare Double Des vAfh at vvthout StWtes (InmMnWOubmAng; XX or 0XX0 conngursbons) ZO t Thema-Tru Fiber-Clmsa and SlnnocthSler Nominal 8&#*.0 dquotbion-Imps«Squot Opaque 1213111A22 Yes Yes No WA Compotib Wit Fl"oum Single Door (IrnsAZ,lmX 21 u.Therma-TruFibr-Ckesioand SmoothStar mon) NomipaofBquctOpaque 120r20Y2 Yes Yes No WA Compasiso Edge Fbarglsm Single Door with SadWib(s) 0osvoin woulswing: X0. OX or OXO CMftUMMOASI 22 v. Thema Tru Fiber -Classic and Smmd.Sts, Nominal SBM;O 8quctNarlmpadaquot Opaque 121312f772 You Yet No NIA Composite Edge Fiberglass Double Door Wth or vnthout.Swelrtes OheAvou0mng;XXor OXXO configurations) 23 w Thermo -Tat Fiber -Classic and bhgdhSter Nominal U#*,8 squotlion-Inpadaquot Glazed 12r31= You You No WA Compoe" Elbe Fbarglam Single Door 0nenr4rgK)ubwirg; X ooMlpurator8 24 xt Thema-Tru Fiber -Classic aid Snot -Star Nomiml6sA:i9:88quottJonirr>pad6quat Glazed 1213112022 Yes Yes No WA Composite E Rterylaas Shgie DoorlAt" wed 1g/Oubwing; XO, Ax «oxo configurations) 25 y. Therma-Tru Fiber-amicand Smoodr Star Nominal 811611139;8 aquotNort-Rrpad3quot Glazes 12r31720Z2 YM Ym No WA Campeau Edge Fiberglass Double Door With a without Sidef ass (IraMng/CutevAng; XX a OXXO configurations) 26 z. Themts Tru FtbarClsaaic and Smoolh46't r Nominal 884139;0 aquotNon-hvKledaquot Glazed 12/312072 YM Yes No WA CampoWb F�geRixrglassStgee Door OnVA#voulswig; Xomflouniton) 27 za.Them.-Tru Fr)er-Clamic and SoroothSler Nominal 8114W:O BquutNon,I pautlquot Owed 1213112022 Yes Yes No WA Composite Edge Fiber®lex Sigle Door with Bdette(s), Onswrp/OWswng:.XO, OX or CXO eorlfgura0ons) 28 At. Thertra-Tru Fiber -Classic and Sempoth-Star Nomin.l B8d1�;08quotNorrinpad8quot Glazed 12/31/2022 Yes Yes No NIA Composite Edge Fiberglass Double Door Win or without Sidelibs@nmvh lOumWng;XX a OXXO confpun dion.) Fladde Department of Business & Professional Regulation past 1 art Bulking Codes and Standards term2l Product Approval Application on Detail am Ills afar Ala an Dan pmam an !!Motu sammo L 991& nadmaaD rig" a aluall FBCA-l-W Aliallad R" ReMsion 2020 MI YMdoes and Doan Said eltinger LAIIs Roberto Lana Steven M Leith. PE imer3020 IW 2020 10Ma1020 12M41020 Appreatl cia"M: Ezterla Done iTl?)Sw-3300 PCr82814 (71T)31r-0454 Su CnapoM Siding Exterior Door Amenities bWtihgeKgmhvd.cern Corlpilena MWW& EyaNmm Report tom a Florida ReaiWred Afdid of as Ucrntd Flaps Pra sekrhd Fingnner oumtmn Ag lilt Anwowd JnldM for this i Im Rildruet postal Pressure 1 SERIES 42DALUMINUM SOD 420AeUNUN iXl12024 No Yes No WA 1rn8REK4SREINFORCEDGD 2 SERIES 420ALUMINUM BGD SERIES 42CALUMINUM SOD OX XO.XX 12312024 No Yet No NM m.Wd;,Mkpuat NON-RENFORCED 3 9ERIE3420ALURMNUM SGD REINFORCED SERIES 420ALUMINUM SGO REINFORCED DXD 121312024 No Yn No WA 14&3M&n wdidOM.d: 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX 120112024 No Yes No WA Xo.XX966quctx96aqud: 5 SERIES 42DA.UMINUM SGD REINFORCED. SERIES 420ALUMINVM SOD REINFORCED XXX 12M2024 no Yes No. WA 143114"196.qud: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Defoe %" 1 on 1191=1 in Vets Manufacture omtw Side E94Amowd Aoot4YlY am ReNsiar 2D20 WaynsAtlm.a ohedan cfOvrMd Door Drryne Xamh John E. States JWMwP,.Amasa, P.E. 1WI 2020 OBr10r2020 i02A1020 12MWM20 Ap«evd C«penlbrt (33D)7634121 PE-51737 (W4)821.5200 Caegwy: liderlor Doan dmmisle)wayne-0a8m.e GuIsCaYpory: Stational Extent, Dos AasrMtin q0 Camiln #Adhad: Evaluation Report com a Flo side RapntendArchnMlq a Llbnead Florida professional Engineer AMMOMCeJba ARQMMt-1Q.Mu kilM 20M MIAs Prodnat ModM. mrar or Product gestriodon In HVHZ J pfemm 3 BOOOMi000120091105 a.03➢; Md..M. 14039; Max height, rising 12131r= No Yes Yee +31.01IF35.00 tt IAMI, in MD or nbmMdtle sedlon, 10 89WA100200 01123 ill&M Min wft. 1460M. Max height. pang 12MIA023 No Yes Yea •30.001-33.50 aYWRDIe In top ainbmhedtle sedan, 11 801100/=0 A1124 186A8; Mosvitdh. 148M MNmholglu Gmang 12131IM3 No Yn Yin -34.4W48.30 eNslable In top or ht4madbte sedim, Florida Department or Business & Professional Regulation rips1 al Building Codes and Standards; 1020" Product Approval Application Detaa adill Inds, or Rift am om PWKIM an logs YSb, YlladmEm MiNgid aldiallaa F9CAmmw A➢OMM son Reddon 2020 Comes Olvium of AADG. Inc. Ton Ridley ULLLC Troy slaw, P.E 12110202/3 120117020 12r21rm20 Atpomd CatedaR Exterior Dcde t6/'h 4M-21113 (954) 947.0980 "Categely: Exterior Door components tan.rYteyBsamnlq.ea CWM&AdeMeftxt Grtetdcn Mora or Ealing m nun t Amd/a Use AraravedfarLW kLug Radial slat J30haLDMr�OgmtoLLutdmlRa In HYNi 2agoLtm Rados. Jazwm 1 807. 707, 72r, T47, 757, 7R, .nit 947 Shpb end Pend nut,. Gtnd. nit Looared .hgb and palm of 12d1r2025 Yet 'fn Yas WA DOOM heads' metal doom Florida Depedlnent of Business & Professional Regulation Building Codes and ftndw* Product Approval Application Detall Pawl are 141=1 C r�tl L MR ad- dta M1ndrm 110 ]tea NKNM amffi laAded 9L xdwm comma FBC Amm al Agdm7Md ohms Ft"Wn 2020 MI Wridan and Dom Sant BMagar Amdiden Atchadaural Slssreft M. Urtah. PE i1M7/2D20 11117IM20 11111MA20 Apprised col"W. wndeea 1717085-3300 Msnuachimm Association 171 t>31T-0151 subeatsectR SlnOe Hung bYlnpr®mhvtl,com e mpllmmmmhod: Caracas" Menu or LNdho 21= 3saMmommLeawagm predict Description CoraradEMrdImCgo 1aHyHZ YHi bum tffi>en 2 185 SH 52x72 Fn/FIvor Frsme 1 06G single Hung 101082023- No Yn No -W/G0 Lemlheted Ole.. N O L tla� N 0 O 2 "O waarsa cos 0 cu taJ 0 C 0 Q o Qi O CU U_ O .Cn L 'O 2 CL .a Cl) Q Z Z W J Cn E'ellessio Z CD CU 0 CL L V O Late. Cn CV W O L WCU a � z J Z Q J SHEET N0. PA 1,0. Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Dirtati Pass 4el9 If2W22 290 j3Rm or 211it 29t Oeu Pendim go Atha YOWee LMtailli m gadm3 Vallae witty Approved am Rewbow. 2020 Ther-Tru Corporation Steve Jaspeaon Lyndon F. Schmidt. RE Ryan J. King, P.E. 1007R021 I9,18=1 10H32021 121"I5r2021 Appal Category. Eelerior Dons (800) 843.79a PE43406 (813) 7874 5% tlu iCabgory: evifting EKtaim Door Assemblies alimperealllitlhennstru.eo OcmglaNgfaaMo6;EvoivationReport from a m Florida Registered Architect or a Licensed Florida Prdooeia* Erlginser lag Product Modal. Nambar or Name MWWWWWOM Product Description contract emokmn Dale Awidadil.ALM ApeMALA M NV!¢ OubWa &W Hymz = UNION Pressure 1 a Theme-Tm Fber-Ctmic and Smo sth-Sun Nominal 8WW,88qu0kNan-In quot Opaque 12Mrz( 2 No Yes No. WA Composite Edge Fiberglass Single Door 8nswingfOubwing, X configuration) 2 b. Theme-Tm Fiber -Classic and Smooth -Star Nominal 8w&MS 8quotNon•lmpaa8quot Opaque 12AII/ 22 No Yea No WA Door wft ComgiourrainEdge Fiberglass g; rl�a =An OXor= oonfaun5ona.) 3 a Thrmer Tru Flier-C(aeele and Smpoth-SHr Nominal SUMS &quetNon-in"cMquot pp4que 12J31/2022 No Yea No NSA FRW%Wms.Composite E'dpeDolble Dear we or without $battles (IrreeirlatWtoWng, )iXor OXXO oornflluations) 4 d. ThermwTru Fiber -Classic and Smooth -Star Nominal 744"1111,08quotNondmraciSquot Opaque 12J31/2022 No Yes No WA CompoeM Edge Fiberglass Single Door (InsawgioutaWlhg; X mraft raOcn) 5 a. Therms-Tru Fiber-Clamlo and Smooth -Star Nominal ?&M.08qucthlon4npacl8quot Opaque 12131r2022 No Yes No WA Comptaiee Edge Fiberglass Single Dow with SideW S) OnervingrOutasJral; W. OX or OXO configurations) 6 1. Thermo-Tru fiber -Classic aril Srtwdh-Sir Nominal B&M;08quotNon-Impadagwt Opaque 12312022 No Yes No NIA Conhpc mmo Edge Fiberglass Single Door Oreang(Oule verso; X wMfguratm) 7 g Thames-Tru Fiba•Ckm c and 8nhnpoll-Stry Nonual 8&M39:0&quokNorFimpad&gwt Opaque 12(3lt2022 No Yms No NIA Composite Edam Fbttsles area e:Door with Sidene(s) (InaninglOutawing; XO, OX or OXO configurations) 8 h. Thernw-Tru Fiber -Classic and Smdh-Star Nominal 69#sg;0&quotNor,4mpooAquot Opaque 1231r2022 NO Yes No NIA Compoabe Edge Flb&Vm Doubts: Door With or WWWWA 9ldehles 11nmvinglOuhlMng; XX or OXXO con0guratono) 9 L Therms-Tru FibsrCsxic and Smooth -Star Nwmned 86M39:834uotNon-ImP+n+egsnt Glazed 1231t2C22 No Yee No NIA Composite Edge FnberglaaSingle Door (frmvringfOuhwvig; XOWaumton) 10 1Therma•Tru Plber-CpWc and Smoaffi Star NomnalBaM3R;8 aquotNori-)mpecgquot. Glazed 12/31r2dY22 No Yes No N/A Composite Edge FWwghmSingle Dborwph Skleme(e) (Inswlsg/ourbei ng; XO, OX or OXO configurations) 11 k Therms Tru Flier -Classic and b&mota.SW Narnnal 0111099;8.84umNon-Impactilligwt Glazed 12I31MM No Yes No NIA CornposAe Edge Fb&uWm Double Door *0 or Woad Sidevess (InaMrglOuterwrng;.XXor OXXO canaguradone) 12 L Therffw4ru Fiber -Classic and Smooth -Star Nominal7glh1P08quotNon•impeadlquot Glazed 1231I= No Yes No NIA Densmore Edge Fnbershm Singh Door 6WAM90vtowne; %configuration) 13 m. Thies-Tru Fiber.Olasacand Smootha., Nominal 741MOAquothlon-Impediquot Glazed 1251r2022 Flo Yes No N/A CanpDow Wth F Single e(s) 0nwA ngg OXO configurations) 14 n. ThamrTru Fibr-Cbuic and Smooth -Haar Nominal UM3g;0 aquotivorOmpad&quot Gigged 12G1rA= NO Yes No NIA CdnVoNb Edge Faeroese a Sin to Door OmWnwoutbwlia; x ="Ur adn) 15 o. ThemsaTru Fiber•Clawband Smooth -Slew, Nominal 8AM;Q&iuotfJon-lehpsal quoS Glazed 1231r= No Yes No WA Composite Edge Ftb*ohm Single Door watt Sideliter(s) OnsminplOulewirp: XO. OXor OXO configurations) 18 p. Therma•Tru Fbw.CawEand'Smooth•Slar Nominal 511IM;0&quotNoNimpac!&ghwt Glazed 12131rAw No Yes No NIA Composite EOga Fiberglass Doubts Door Wm tr Wawut Sidelines nnsvwng/Outsning; XXorOM configurations) 17 q. Therma-Ttu Fiber•Clessic and .9noofl Ww Nominal 5A#X8&qugtNon4mpact&qu* Opaque 123112(YZ2 No Yas No NIA Composite Edge Rbwvlm Single Door viM Transom (insw(ngR>4W Ang; O/X wnfiguratcn) 18 r. Therma-Tru Fiber-Classicasd teroathStar Nominal 88M3g;88quott(on-ImpaGBquot Opaque 1239202.2 No Yes No NIA CrrposKe Edge Fibrgess Single Door with S'delile(sl and Tre room (fro wingMubwg; O1XO, O'OX or 01OX0 comlguasae) 19 a Therms Tru Flow -Classic and Smooth -Star Nommal 88 Bgmo No4ftVa of Opaque 1232022 1/ No Yes No WA Composite Edge Fiberglass S Wk.(M Qngw(n9l0ulewing; XO, OX a OXO Continuous Head end Sh mnRgonik") 20 tThema-Tru Fiber -Casale and SmoeihSkor Nomsai 8811113R0 &quotNen•Imped&quot Opaque 121311= No Yes No WA Composite Edge Fiberglass Single 'Door vfM1 Sidolk (s) OnewhlyOumAing; )rD, OXorOXO ContinuousmWm�) 21 U. Thgmn-TN Fber-CNss(c and.SmoNo""[•Atat No"[ S&VgtS AquacNon-I rtpan48q,rot 010261 1231120Z) No Yes No WA Composite Edge Fiberglass Slagle Dow with Sdows) AnoAingloulsWng;-XO, OX a OXO Continuous Mead Said 911 corfiauratorsej 22 v. Themes -Tit FlberClassicand SmoorhStar Nominal8&iKi8;08quotNon-lnpas shot Glazed IW1/2072 No Yes No WA Composite Edge Fiberglass Single Door with Sdelts(s) OnsngfOutawing; XO, OX or OXO Continuous Head and oil configurations) 23 wTFerms-Tru Fiber -Clank; and Sn1oo81-Star Nominal 88a1 ;8.8quotNondnped8gliot Opaque 12131f2022 No Yes No WA Composite Edge Fiberglas Door Panels WM Vented SdaiWO Amngroulewaw; XX XXX or XXXX configurations) 24 :X Themes-Tru FiberClaosioand Shmodh-Star Nominal 88M9&0 BquoSNon•Irrpactiquot Opaque 1231/202'2 No Yes NO WA Composite Edge Fibergleas Door PamelavdOn Vented Sdeale(s1 AmwrngfOuWtft;-)0( )00(or)OON mdigualions) 25 Y. Theme Tru Fiber.Clowdeand Smodthas, Nominal8ASWO3tuckNon-rmgadquot Gldmd 121311= No Ya No WA CampotlN Edge Fiberglass Door Panels hMal Vemsd Sidel e(s) OnsnyOuWwing; )M )D(X or MOO confguratons) 26 zThema Tru Filer-Clossic,and Smooth -Star Nomira188ar3PDaqulthlon-lnpaq&quot Gilead 123if2022 No Yea No WA CompotlN Edge Fiberglass: Door PonaawMn Vented S $010(a) An&WnWOutswng; XX. XXX or XXXX configurations) 27 zs. Tlernwi Fiber-Crassic and St. wod-fir Nominal OW139;84%gwthlon•inpnX&.quot 01%od 1213112022 No Yes No WA Composite Edge Fiberglas $stale Dow with WAD Sdeloe(s) On3nglOutsxhq; XO, OX a:OXO ddlmguaaons) 25 7b. Thermo-Tru Fiber -Classic and SmocMSsr ONL00 1231f2022 No Yes No WA Campeau Edge Plbargieas Double Door with 36M309 Sidd(tm Ans4iner0utsna; OXXO owrhpura0on) 29 zit Theme-Tru Fiba•Cbaec and BnooMS4u Nominal 611M,0 8qu9tMon-IrtpadBquot Ola W 123l/2022 No Yea No WA Composite Edge Flborglaa Single Dow vAh 36A3R;0 Sdelta(s) OrhnssviinoOulawlrg; XO, OX or OXO zd. Theit me-TFiver.Classic and Smooth -Star ponfig30 Nominal oM3➢;0.8quothlon-Impad&quot. Glazed 12/31Q= No Yea No NIA Compoai(o Edge Fiberglass Double Door with 36dt19;0 Sid (IncWng/Oulevling;OXXO mnfiguaton) 31 as. Trarme•Tru FlbWZ4= rc end &mooMSar Nominal 7&MSB0 &quotNon-Impso queht Shaker 12/31/2022 No Ya No N/A Swiss Conpoaaa Edge GWmdF Seigle - Doc with a inithoul 18889:2 Sdei s) One w 9foutowng; X OX XO or OXO c rdigu aeons) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FL O62WR31 29" Eow or 21111111 2" go Do Motu TXM Vlanilon Menuillacturiar Cgr Enalnew 8 Validated By aSubmitted Painding ARQL47 W Approved Revision 20M POLYGLASS USA Maury,Alpert, License John W. 1012PJMD 1W2212020 M 1211542020 Category: Roofing 593423313905malper0®polyglass.oan RobertNieminan Knezevich, PE URfreY9l Subcategory: PE-591as (QU)772.6224 11/0112020 Underfayments Compliance Method: Evaluation Report from a Florida Registered Architect of a Licensed Florida Professional Engineer Products FL AS259 WA MI Productme& Nurriar ormom �1 nrJaaoan • Q � sum 1 Polyglass Rod undefiaylmem Rooingundedayments tOr2112052 No Yes WA +WA'8=A 1 Polygram Rod Untletaymems(HVHZ) PObgtaa roof underlain oft fer use in FBClYd3fY02;1 Yes No WA NIA HVHZ judmk0ons. 2 Polyglass Roof Underat}mwft 0IM-HVFI2) Paygtass rod urWMWmeKs, far use 91 1373= No Yes NIA -Nffif-=2 5 FBC nomHVHZ jurisdictions. 1 Polyglass Rod Undedsymeds(HVHZ) Ppo0"yglass roof undMryments for use in FSC12/2312= Yes No WA WA HVHZ jurledktlr4ha 2 Polyglass Rod Undo"" (non-WHP PolyPROlnonHVHZ ndeflaymen , for use In 12/232= NO Yes W /A +N-M;5 . 1 Polyglass Rod Undeaaxments 01VHZ) P*gta" rod undirriMents for use In F5012123r2023 Yes No WA INA HVHZ jun(adkAors. 2 Polyglass Root Undertaymants (non-WHZ) Pplyglaes roof undartaymengs, for use in 127Y24xi No Yes WA +NW-e22,5 FBC non-HVHZjuAsdicdone. 1 PolyplassReofUnder(ayme*s(HVl1Z) Poyglassto$uridedaymentsfor use InFBOIX2312 M Yes No WA WA HVHZ Pxiedichons. 2 Polyglass Road Undeftyments (nm-HVR4 POyglass rod unwed sorts, fe use in lr2w= No Yes WA • WAI-O= FBC nun-HV14Z 1 udWi ljww- Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dealt Pepsi al I15r202I gob am all Doha" ab 2011 vorsew limmaimmuss Centers Vmhiaw by !h P11Q AMFWM PAOM d am A16mNion 2D20 PGTlnduabis Jane stoomeN MertF0ede 9CC0-CER Men-D.de 8000-VAL 111"20 1110512020 11JIb2020 Approved Considers: yadoaa (041) 4664100 (78M M5.2500 aLtcamlp r. 9.01 Hung lmsowsloapgdr4M o&o Cterpllarm Ndhod: CwWmtlan hark or Were an .Assigned 1, U, sourness for Use IRIRs6 21" 3!a! B(o4r& DBKIhKlGn an HVNZ out" Nltlt gnbad pfina n. 2 SMSSM (Large MNde Impact) Vega "to Weis VAhA- QU90 025 Yes Yee Yea H/A Florida Department of Business & Professional Regulation P.pe I al Building Codes and Standards rental Product Approval Appllcadon DertaN r" 6Y.tr MA gas Dogma" Do loss Ymtan llaudrgta Cooked Look- aLid- Validated 0. Yifigil d $iroliN FSC AOnmvr ARStnit Sam ARImleW 2DM PGTlndueeM Jena Resowan Maml-Cade SCCO-CER Mbft-Nda 0=0-VAL 11/052020 ti/06 020 11A W020 Appr"d Calgary: Wndewr. (941) 48B-0'100 (786) 315.25N auaconacry: fixed lrosereMQppOnMeateLC Oempllanes Maame: Cwtit"aw Marva Using an Annrevadir Un _ Amrnuadtetau Iowa 2%M .. aalyd Ye,hl IierEr or Wee Product Cosedgelon contrast libehroollon Do, 6a� P$44H520.iler9s MNNIe ImPad) V1nyl FixedIoYYFL'4 $ Yes NIA Florida Department of Business & Professional Regulation Fop iart Budding Cods and SttitdaRJs 115=1 Product Approval Application Detail Sda army S Neu Bet cm PJtaam AM loss Version Nagglimmiall SrataL l:arouLLIA� tlt&AN ax iowm Ailing= LORAMOM escrowed team RW.1- 2420 Jim" HM81e gWMns Process. Inc. Cried Poscks V. Andrew Tom John 9wil heN, P.E. 011092M1 i2M4n= DIMW021 also F8C Appn CM"W. Panel Welb (90M 545.03H PE 61S82 (3m 367-2520 swCdl "w. ad" cked.dlirddQ(Mwst rd CdnelMee N69Wa Evaluation Report tam a e.com Florkb Rays fid/emsatae LJcrosed Florida Professional ¢n9beer imi - Product Ik Y. Number or Nam ... ProductAtscrilatlsn _ GMNY Assurovid AwnswidforUss Approved for Los tORafd gift . .wit In HVIC out" HIM stems Pnma 1 Constants Lap Siding ipsrcenam top gains 12011DWS Ya Yea NIA W 2 HrdirPlank lap 81d1n1 lbnr- firenllapskdng 1201nUS Y. Ya NIA WA Florida Department of Business & Professional Regulation Persian Budding Codas and Standards tow=i Product Approval Application Detail s�ck logs Vlrslon Nall anew nor irum& ladoEL&UMB ok 2" VddiM9a milord jimilrstld Dow Pending Aft FRIC Awnegg ARanswed RISK R"Mon 2020 TAMKO gelding R"Wc4 LLC Kam Ede RobrtNbovnon John W. Kneml", PE 10104/2020 c9292020 i(JA M020 12/131:2020 Approved Consumer. Rasing (Wi S24-0B44 PE59188 1954)77241224 SubCetyo7 Urarlesmorts kart �damQlanpusm owvibnn. MedhoS EW WBan Report torn a Flade Rogle rood AldiNaet a a Uamaed R.12% FTdessiad Engineer owrn-disus. AgRE>�rfeLur !mega Asrgn lml mreduw roar. ibribrer YuM jSg(jd,g... byyp Asadmt.6dp>L )g.H" Cubdid, HIMselalad H,3ssure 1 TAMKO Roof UndNMHrants(HVW) Raaundeneymants fa use In FSo Hw-a OK2B2023 Yss No NM NM 0 dsidsa mM. 2 TAMKO Rod UWsdaynams(NON44") Rod undedeymantsfar use In F8C rwn-HVHI 1ar2B en No Yes NM WA )wwcd m. Flodde Department of Business & Professional Regulation pacsl al Buldtrg Codes and Standards If12D21 Product Approval Application Daiall Salt army an ala Dab Fadm An lea Y/omo NMLMW aE Saasi UNWML&Lkm= Xdddmm ilium Dedialma IrsG.sagpgut Agnam a" Rsweien 2M0 I-.. KWN Jelly Jane L eodar., P.E. aeon M. Was, PE i W31= 11232020 linenom drip FBC Amp Cogan. Raging (50"905.6103 PE-31242 (717)317.6454 SubCNa0e7- RoundAeussotes test Ndlovemmanco.com IPWW Pan dine Rooting bYnen ConelUrnu Metlrctl: Evruatlon rtaPon man e FlarM►RegekwdArdibdae Licensed Flakb Professional Enema laR2 MA"+'StOrd,asatlgWta 2mum guagUR" iaig06 Owed.wiJi Suit" amom 1 Doak -Ai" DA-4 r TRI•SuM D-k-Air DA4 Law Pr -St. Pdypnpykna Bask, Red Vet 12J10=6 No Y. No •97.5PS7.5 No llonlceyAttachedtoPWWd0eek; Florida Department of Business& Professional Regulation Popp dt Building Codes and Standards t 252022 Product Approval Application Detall 996 arm* 21A 2da Data Pinnies DO 1Se4 Vershan Mi r ae fa cM i�r Contact E �e'amsuvl� jg s Validated (id�k14(a� Valid* ed n&uG lfttl Fw I� 1i�22Tr i Approved Amu Revision 2020 All American Shutters orhd Glass Mks Barbieri Flank L. Senm7do, RE Troy Bishop, P.E. 1G728/2D20 10145r" 1170612Q20 12M5=0 Approved CAteaerY; Staters (5m) 7124M PE4XY46649 (954) 947.06W Subcategory Shawn panels mlkebQal bmerlrsnehutle OOMPilaommefto:EvidudwReport from a mcom Florida Registered Architect or a Licensed Florida Professional 5igineer. MNA ProductM"W.NumWorNoma Product Description C,ai&A MU12a Contract axpino a t Amidynd mama Aaemaad 1br UM bate in HVHZ OWbOOHVKZ LMM Gn= t' nt Pmuua 1 2490 C4ianI2M SWI SNrm Panels gyp Galvanized SMN Sborm Panels 12J31f2022 Yea Yet, Ya WA Florida Departrnert of Business & Professional Regulation Pepe l at Building Codes and Standards tfintoi Product Approval Application Detail wit mn t of ate no Coo Plaridsa no Jim Ytdaa MWNM alit vans$ EmingLa k Yddlw& Xdd" §wwmd FBCAmmhel huge 0 a" Rewaten 2M0 M Wadaas and Dews Bram8hinger Ameean A,rditew"al Steven M Loch. PE tocarim IOM&2020 101182020 Apploed Cosowy: Visidows 1717)3413300 1W U., .,-A. -ware-(717)31r•8464 subcategsty: Hwtrasalaader taainPrQnae.ran cwvwn Mead: coesc rson I &* a Latin 91WMCAm[aou AoaawdfaWar AteowdfaUs Immfl Alden ist ZWONLOINO sit gwimalmadigamm in KVHZ 2Moo-M sere" Psum 1 HS 146 Pti and ,.now Frame 73x821nwY(adddw 01,10024 N. Y. No a551.55 Florkla Department of Business & Prdasslonal Regulation p w i ar i Building Codes and Smtdw 105=1 Product Approval Application Detail raft Acam Art ➢114 UNLaodm Ana bit Version tNOltimmi= 2mm sndnar,kLieanea Wadded &I yam( Ihllmallemil F&C Amrer AgJgrieved EAK Remise. 2020 MI Wlnd-col Ones Brent atir4w Luc R La me%PE EX-ri M Mich. PE lo)D6 020 1062M0 i0fIg2020 12MS 020 Approved CRepey: Windows. (717)365.3300 PE-SM4 (1`17)317d464 "Category: Mullions, )lelthoorr@mlud.own Cemp1onse MMhod Esalusb n Robert. tm a monde Registered Arddleol we Licensed Plork3e professional Engear -gad&AIMUM AMEMMKOEM Amrartaes a" wren " 57s4 v aau de 17I33S 1R. gym gwod -tm YaW " amou WA Florida Department of SusIMss & Professional Regulation P,geza2 Building Codes and Standards 10e12M1 Product Approval Application Death rim Same or an an am Panama 21M Do United Samoa= rat" goduRAYBau YaIWNg.9L YalOrd #WNWM FBL:A-roil Aeamtea Awn Rswalm 2020 AWms Nick Thompson Lyndon F.Sdimld,.P.S Rya.-J. Kiny P.E OW1521121 021152021 W1222021 04AW= Approed Craewy. Panel Wells (3301922.2386 PN3409 (ens) 767-BB45 ee6Celomoel. Seems dhampeanQdeide.om CompOr 00hod: Eyaualim Report from a Florid. R.gletevedNchXedar a Licensed Flodde Professional Erhanar ..- AoQaead far Use Anon," for Use bm gift aM 4 Product ModrL Naar or ohms product omm With Cates& Expiration on Data h NVXZ OL*" N(Mi R.Pwwt Pro" 1 a &qua2T&esot SdR Vml orSolid Very) Sam Q01=3 NO Yea No NIA 2 b.&qud;Mimco T4&qud; SON Vela or Shcd Varyl sale 12131,2023 N. Yea NO WA 3 a.&wd:fxeentnnM Nma oShoded&X10:.Sol(A. Vann or Wid VbylM 121312023 No Yu No WA 4 d&qud:05""i: a am Vet or sold VwWe t2fd12023 No Yss No WA 5 a LqudOho1w pek&quat SdM Vella Sold Very) ads 12131=3 No Yae No KA e f.&q.d.eipsr Spw Aqw* Seed varier 8did Vel4 Sd& 42/a12M3 No Yee No N/A Florida Department of Business & P, ionel Regubtkm Pace 1 oft Bidding Codes and Sttndards te2om Product Approval Application D*Wl gala lnftva rote an M t PKMIM 20 boa YJt" WnamnK 990= Froddlc4ltram xmwddat Yalddld llgulitW F&CA-r W AULOW fYhn Rewalan 2020 L.V. Thompson, Ins. We ThornPlem Architecture Tony Christman 2adlery R. 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A ARumMatai:ae INRaIu AYloa MalProduct Modal. Nutdoor at tbm Product omwwdw In HVMi outdoi Rodau t IrLwrs. 1 MWonslaNl OoOm mOWlndowe Aluminum Musons o5fn=$ Yes Yea Yee WA Florlds Departmed of Business & Professional Requisition Building Conics and Standards Product Approval Application Dean Per i a2 1A2021 Settle 1911 = an all singe lam Asa Mon. Vermont McUM=rw Conrad irdinm a LIC& ! Valteded by Yitl%"d Ada FOC AmrWd Age 11aM RWSW 2020 GAF Michael span Robert N m% an Jdm W. tmaawm, PE OB2unx D021r2020 1000=20 120,152020 Approved Caeaeary: Rogirig. 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Waar IIA132D20 t1A122020 11A41020 Approved Raielalon 20M Global PretodkM Prodltets,LLC. Tim Robinson Water A_ tat Jr., PE. John W. KnKwlch, PE 09084MM 08108rAM laPOWME! 12M&M20 Approved Cetagry- Redng (401) 381)"1 Sorvlce4 LLC (205) 854-0160 �RB1Y' 5+, (SS6) 68g-7 PE44187 (954) 772-e224 sdacwnbry: aosses nose RdblMndewmQborcoo Sh. Panels na �PPmntoom C4m U1 Ndrod: EvaluWm Report can a m OmRp�Nannce lAearod; Evaluation Report from a Product C-wJoasah EhMy Florida Regb*red Anointed or.a Licensed (bride _ Professional Engineer Aow6vbd.krUm AepavWfrthe i0m ROM !at � Smoaluml lialMllhna{t in WWZ glaei�i ! Em1mb Aaam14M1 ter Lea AAm= far Ulm imlasa RIM t8 6ekony-ass e, sane,Cwn9Y Tee, Feet Old ErwOa, Prnnh-tmwr, CO iNS12D20 No Yet NA WA Saba Product Model. Numbar or Name Prodwdoowlotbn contact Elmarasan Gala In HVFQ ouaRtle HVHZ ROSMirt Praxum Thatch ssrp; Impact 1 20 Goge Galvanized &Net Storm Parat HWE Corrugated Galvanized Slam Scam Panels retained 1231r20Y2 Yes Ya Yes NM 17 talon 600 - ads 3halre &MAP, split &hake Flat Prdlh - StoeMen. CA 122i2M0 No Ye. NIA WA or not by tacks to provide huffkww ptolectiOn. 16 -Saxony no -web, ShamirA-P; SPIN: shake- FMtProSIe-Ri m.,CA IWifX/2o No Yes N/A WA 2 24Gage Gavanized Steel Storm Panalaf iVHZ OaTuaged Galvanized S"Storm Panels retained 1231f= No Yes Ya NIA 1g 8ssanyr00-ateks,ars&wnP:3piX6heks FlakProfrb-axklen,CA 12rl1J2MD No Yes NM WA or not by tracks to proWds hurricane, protection. 20 27 8axmyytm-McM,81Ns&ono: W Snake TNa EePana lBeheeMe Plot Ranh-Rlato, CA 12f312M0 NQh PrOMa-Kety, TX 12137r2020 No tic Y. Yaa N!A NJA WA N/A 24 'All. Low Prole - Katy. TX I2/3I2020 No Yu N!A WA Flodde DePB►nnent of Business & Professional Regulation Building Codes and Standards Product Approval Application DOWN Pegg i d 1 + rose Him of Art ah gNftftdm an T)eRa y81Ro IlaMaRala ra= 10*AKA JBM V/g� A.[m 1 d xmmim UMM ff9GA ya1� ■ ARQKW al" ReNdon 2020 AIM. Stuart LSWs ICC Evalu 1. SWAw LLC Wsam M. Renlrt. PE 1041/2020 10r212020 4V051M 11eW= Aeproled CNapory: Srudural Cwnpcnents (3211710.3377 (407) 681.1817 Subcategory: Tnae RNss elawagalpineaw.nom CorpBaras aemat Evehrol nRabat tan. F." Lhwteatlan DOW GUWla Aaasaae Abwavad for Use Abnrenedlr UM broad gift Mal Product D wddm coota4ilwntionomo IR.ah01I .oi*mHY N adpa pman 1 ITVI8CGMbIM Hider Strength (H &amp: 3) Metal Canec(sr Plate 12312024 Yea Y. NA NIA 2 ITW BCO"no Hinge Rate MdN ODMO"Pets IMID024 Yale Yes NM WA 3 ITW BCG#Mw Twice Metal Connector Page 1201AM4 Yee Yes NM NIA 4 ITWacebusrs Wow Metal Canaeeapis 121312024 Y. Y. NA NIA Flodde Department of Business & Professional Regulation PW i 0`2 Florida Department of Business & Professional Regulation Pagel al Florida Departinent of Business& Professional Re ukftn Page 1 a2 Building Codes and Standards 100=1 Building Codes and Standards an42ni Building Codas and Standards 945/2021 Product Approval Application Detail Product Approval Application Dealt Product Approlyl Application Detae See &dit at DNA Arts ataemd vas ate sea 1 Below w all Ass DAkaM2M ala seeds 1t9mLa grit ANe a9Eadee 211 I= version N ut 99" llaairmamAlfmu Yddded r XdWdmd AWkWW FMAs®sl AaRa,eg tins bat version alaagamm r sure > Ytdnn vNMred ar Ydhhm 9aamd Peal Aa[ana !Isla ]Ate Vardsg NsWlatle Seals F lkaet VestYtd ®L MW hoaft FWA-, l Assessed leis Rswren 2020 Mmelt ma Erin Wadm ICC Weladon ewwa., LLC ICC EvoluNion Swim Oen12o21 04A0=1 00,1212021 Approved Revision 2020 WMdrausa Rob Baldwin IOC Evdua4m 9rrriier, LLC Ian Lehrer, P.E. g2w"21 100`1=20 0210=21 Apgwad A1h.naton 2020 Alpha Nunnum.hc. Jaee BNe Las R. Lars state" M. udeh. Pr 111182M0 11Ad4020 11202620 Appram4 Cesepwr tenactoal Compare 1962)8914M I.I.C. Cateeery: Structural Cmpciards r253)924.6475 (008)8393284 CabOory: Panel%vita (407)500-2808 PE-82114 1TITr317-8484 B,LC- rr. Truse Ratan anrldenQnf.abrn (20 ) 598-SWO 2L6C4WVW. r7hgbaead Lumber adeM.ealdesiQeaywm eg7 SdBs ►amoNwNmmhOQyaho Consultants Ndbod: EYatuaon Report from s compliance 04 acd- eir indlm Report from erHer.eem carom Report tons a o.em Product EhNSwU.n Er&r Product E%W%M n Emit Frm�IRapMwoolkchlbadaa U-sad FlorMa PrdeseloaN Engineer auaftAsswom Aobrwndfa UM Acreages to Uo Imam lLlProduct model. Wiliest or items, Predict beatification 4a gdp"UNmoat trkm sedw Puma. Product Carmelottain!i»$al[NiJa6QNt I6l1YNZ OtAdcb hl" pAdVAM Pro"M 9W.r Assurance ApnfNwdlerwe ARgmainLm WNW A!!m I wrimma. Ia9s.Non twolhrru4ecenmderplate 12212022. Yas Yea NIA NIA / MigraxemLVL LaminslplVamerLumb.r 03131=23.. 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Yet NA WA Florida Department of audition & Professional Regulation Building Cozies and Standards Product Approval Application Deng Pepe i a1 lancet S� logOr-Yt Ant Asa IrN1 omega ar,e loge Vonslawn. aeaudmilmrs was► EororELL(maevegetated Si y gg ) P, D,l �leC.lm leC sausages News Revision Z020 Comerdat Console Praludama. Rolmollls Samuel A. Oroanberg John Hay 12n4R020 171wmzo 1712111020 one FBC Apo, C9ORW. SaW" components (613)SW3707 PE-34245 J35Z"11,5311 - subOdegerr: Practise Introduced es a Result& ImoaelgdrrQyshoo.00m Nor Tednelogy 1flow MNBod: Welcaten Report San a NRedd RsghsteradAr 1iftal Licensed P.M. Professional Engineer lit Predict castration 2201dimmuomm 1. KM arrat.mnfi a," Pressure 1 Quality Process or Commercial Cone,Ne PNAeds Pretest and Prestressed Cmerote Limes 0526=4 No Yes WA WA May 27, 2022 .tit-• 0 0 L 0 L l:.. CU 0 U OL .� 0-0 C 0 CQ Cn 0 5 2 Q 0 .Q ICUcu 0 - O W O 2 Cn eL 0 0 CS Cn �/ry V/ 0 > Q t! Ci"� tv LJJ 'W�aae >= co N co r + LA_ d Vf to N O W Q N � 3 am)♦r s at L' C 3 '- 3 N fd ql 'C a N C O O f.A of ca Cn .Fir+ zICU CU O CL > CL L U O L ICU aee•eea CL is.- O LCU w Q W Z Z Q J d SHEET NO. PA 1.1 Simpson Strong -Tie 2020 FBC Approved Products Updated I130rMn amFor drect Inks 1041 S8Tapprwps ilded below, CLICK HERE Fa additlonal xtfdirmatcn rogatlhg Flonde's 8tatowide ProduotAppmM system end MSM«pade. County Noeoe or Aamptenee:(NOA). s,1JCK wwrlw, FLe12338-RT j� Product Modal. Num bar or MIL Proclud Description 1 Titan Stainless Steel Concrete ✓1 Masonry Screw (TTNSS) 1/4" diameter Truth st,irdess steel masonry screw FL095Bg-RB Sear Product Modal. Number or Nama Product Description 1 SDIO112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, Si01011 Z SD10212 Strong -Drive SD Connector Screw 3 SD911258, SDO212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drips SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271NO, SDCF272368 5 SDCP22434, SDCP2251Z SDCP22614, SDCP22700, $DCP22858, SDCP2291 Z Strong-DrivaMOP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 8 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112, SDS25134, SOS25200, SOS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw SOS25500: SDS25800, SDS258M 8 SDS25112SS, SOS2520OSS, SDS25212S6, 6DS25300SS, SDS25312SS Strong -Drive SOB Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Svang-Drive SDWF Floor -to -Floor Screw FL010007-RO MW Product Model Number or Name Product Description 1 ATR318, ATR11Z ATR5M, ATR314 Threaded Rods 2 ATUD5, ATUDO-ZATUD9, ATUD9.2, ATUD9.3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BP1/2,BPi/23, BP5J8.2, BP518.3, BP314, BPW43, BPRTUD3-4 Bearing Plates 4 CNWN8, CNWIM. CNW518, CNW3/4, CNWSM-112, CNW3t4318 Coupler Nuts 6 CTUDSS, CTUD65, CTUDOO, CTUD75, CTUD76, CTUD77, CTUDS7, CTUD88, CTUD97, Coupling Take -Up Device CTUD88,CTUD99 6 N3, N4, N5, NO Heavy Hex Nub 7 RTUD3, RTUD3B; RTUD4, RTUD4B, RTUDS; RTUDB, RTUD7, RTUDO Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Davies 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tiedowrt System 11 URS4 112" Uplift Rod RunTletlown System 12 URS5 5f8" Uplift Rod RunTiedown System 13 URSB 314" Uplift Rod Run Todown System FLA1D941-RS All"Product Modal. Num bar or Name Product Description f DTT2 Hold-down 2 HDC10/4, HDC10/22 Hold-down 3 H009, HHDQ11, HHDO14 Hold-down 4 HDU2, HOU4, HDUS, HDU8, HOWL, HOU14 Hold-down 5 HPA28, HPA35 Strap -style puffin anchor 8 LSTHDB, LSTHDSRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor snap 8 MPA132, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28. PA35, PAW, PASS Strapstyk5 puriin anchor 10 PAMB, PAI23, PAI28, PAI35 Strap -style purtn anchor 11 STHD10, STHDiORJ Strap -style hold-down 12 STHD14, STHDI4RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12/90=0 For direct inks to oil $8T approvals Isted below, CLICK HERE For additional information reaardin9 Florida's 8talewide Product Approval System and Morn -Dade County Notice of Acceptance (NOA), cllcK HERE, 21 LB series hangers Top flange hangars available in width of 1-9/18" and heights ranging from 6.3/8" to 15-18". 22 LBAZ series hangers Top flange hangers available in width of I -WI 6" and heights ranging from 93Ji8" fo 13.118", 23 LE03, LE05, LEG7 series hangers Top flange hangers available in widths ranging from 3-191 to 0. 7/8" and heights ranging from 9" to 33.1/2". 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 7/8" and heights ranging from W to WAIT. 25 MIT ashes hangers Top flange hangers available in widths ranging from I-WI6" io 5- 1/8" and heightil ranging from 9-11*'to 24". 20 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1.9118' and heights ranging from 3-318" to 7-1/8". 27 RR Ridge rafter connector 28 WP caries hangers Top flange hangers available in widths ranging from 1.9110" to 7- 118" and heights ranging 9.1W to 32". iFL#l0860-R5 Product Mudd. Num her 1x Nama 1 ABA44,ASA44R,ABA46,ABA48R,ABA86,ABAOSR 2 ABU44, ABU44K ABU46, ABU48R, ABU5.5, ABU5.6, ABUO5, ABU68, ABUO6R; ABU88. ABUSER, ASU1010, ASU1101OR, ABU1212, ABW212R 3 ABW444 ABW44R7, ABW48Z, ABW4SRZ, ABW88Z, ABW86RZ, ASW7.7 4 A04, AC4R, ACE4, ACB, AM, ACES 5 BC4, BC48, BC4R, BOO, "R. BCB, BCS2-2/4, BC52-M 8 C844, C848, CM, C1388, CB88 7 CBS044-SDS2, CBSQ46-SDS2, CBSQ88-SDS2, CBSQBB-SDS2, CiBSOWSDS2 8 CC. ECC, ECCU Series 9 CCQ-SDS2.5, ECOQ-SDS2:5 Serbs 10 CPT44Z, CPT08Z, CPT88Z 11 EPB441L EPB44, EP846, EPBe6 12 EPS47 13 LCB44,LCB60 14 LPC4Z,LPCOZ 15 MPB44Z, MPBBBZ, MPB88Z 10 PB44, PB44R, PB46, PBOO, PB68R IT PBS44A, PBS46, PBS88 18 PBVO,PBV10 19 PC44-16: PC46-18, PC48-18, PC64-18, P086.18, EPC44-16, EPC48-18, EPG46.15, EP084-16, EPC80.16 20 PC4Z PC4RZ, PCSZ, PCORZ, PC8Z, POORE EPC4Z, EPCBRZ, EPCBZ, EPCBRZ, EPC82, EPCBRZ 21 PPR44 4Z, PPB448Z 22 RPBZ FLIHOBOGRS Product Modd. Numheror Name 1 FJA, FSA 2 FRFP 3 GH46.8, G1114", GH48-6, GH48.8, GH410.6, GH410.8. GHW5, 01,188.8, GHGO-e, GHW 8,GI 610.6, VH610.8 4 GLB5A, GLB5B, GLB5C, GLB5D, GL87A, GL87B, GLBTC, GLB7D 5 GLST512, GSLT012, GLBTBI6, GBLT818, GLi3T520, GBLT620 6 HGLBA, HGLBB, HGLBC, HGLBD 7 HGT-Z HOT-3, H0T-4 8 UFP10SOM 9 URFP PirciductDascription Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Bass Embedded Column Base Bolted column cape wb WI ranging from 3.114" to 940" and W2 ranging Tram 3-5/8" to 7-IJ2" Screwed column caps with W1 ranging from 3.1/4" to 9.1/2" and W2 ranging from 3.&B" to 7.112" Concealed Post Tie Base Embedded Past Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Bass Embedded Post Base Round Post Bess Post Cap Post Cap Post Base Retroff Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy GbderTredown Universal Foundation Plate Universal Retrofit Foundation Pine Simpson Strong -Tie 2020 FBC Approved Products Updated 12r"MO amFor erect Into to elf SST approvals listed below, CL LU ua:pe For additional InIbmmamOn regarding FloMe'S statewide Product Approval. System and MaM-Dade County Notice or Acceptance (NON. CL aCK Hwww. FL#10441C-RB AKI Product Modal. Numheror Nama Product Description 1 A21, A23. A33, A34, A35, A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, APYAS Outdoor Accents Angles 3 APB44, AP644R, APVB60; APSOOR, AiP688, APBSSR, AP81010. APB101Oft. APVB44, Outdoor Accents Post Been APVB44R, APV888, APVB88R, APVBSB, APV888R, APVB1010, APVBIOIOR 4 APDJT2-4, APDJT2R-4, APDJT2.8, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2.8, (Outdoor Accents Deck Joist Ties APVDJT2R-8 5 APHH46, APHH46R, APHH610, APHH01 OR Outdoor Aiocente Heavy Hanger 8 APL4, APLO, APT4, APTS, APVL4, APVLB, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH2OR, APLH210, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z; CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJTBZ Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wag Stop 13 FC4, FCS Framing Clips 14 FWANZ Foundation Wall Angles 15 GAt, GA2 Gusset Angles 18 H2A, H2.5T, H8, H10A•2, H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HHS Header Hangers 19 KBS1Z Knee -Brace Stabilim 20 1.30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ25RZ, LSSJ28LZ, LSS,128RZ, LSSJ210LZ, LSSJ210RZ Field Adjustable Jack Hanger 25 LSSR1.81, L.SSR2.1, LSSR2.37, LSSR2.58, LSSR210.2, LSSR410 Field Adjustable Slopeable/Skewrable Hanger 28 LTP4, LTP5 Tie Plates 27 ML232, M11.242., ML262, ML28Z, ML21OZ Angles 28 MMHS Root Tia-Dowri 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU2S, MMLU28.2, MMLU210, MMLU1211, MMLU139, MMLUI311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST-3 Roof TWDown 33 RT022Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC, HTC4 TrussClips 35 TJC37, TJC57 Tluas Jack CNps 36 Z2, Z4, Z44 Panel Stiffener Clips FLi10447 R5 Sam R Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSC5RSDS3, DSCSL-SDS3 3 GBC 4 HCP7.81, HCP2, HCP4 5 HHRC2.2, HHRC42, HHRC42-2, HHRC411.81, HHRr,", HHRC5.25f925, HHRC5.37/3.1$ HHRCe8 6 HRC1.81, HRC22 7 LRU28, LRU28, LRU210, LRU212 8 LSU25, LSSU28, LSSU210 9 TBE-4, TBEB 10 TC24: TC26, TC28 I THAN, THA213, THA218, THA218-2, THA222-2, THA413, THA418,THAC418, THA422, THAC422, THA428, THA422-2, TFIA428.2 12 THAI1.81f22, THAQ.06122, THAl2.1122, THAI222, THA1322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA28, LTHMA 15 THJM2.4SD83, THJM2-SSDS3, THJU28, THJU28-W 16 TSBR2.24 17 VPA2, VPA25, VPA3, VPA35, VPA4 IS VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12Q I-& trecl Mks t0 as 88T approvals listed below, CL1GK MERE For additional Information reggardirg Florida's statewide Product Approval System and MaM-Dade Canty Noce of Acceptance (NOA), CLICK HERu. FL010456-IRS MA Product Model. Number or NameProduct Description 1 ST, BTB. 8TH BrickTes 2 CMST12, CMST14, CMSTCi B Coiled Straps 3 C514, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compression/TensionStrap e DSP, SSP, TSP Stud to Plate to 7 H1, H10A, H2,5A, H3, H6, H7Z, His, H16S, H18-2, H16.2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tledown 9 KS24 Hurricane Tie 10 HSS2-SDS1.5, HSS22-SDS3, HSS2-3-SDS3; HSS4SDS3 Heavy Stud Shoe 11 HST2 HST3; HST5, HSTO Straight gaps 12 HTS18, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQI8KTZ, HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9,LSTAIZ LSTAI6,LSTA18,LSTA2I,LSTA24,LSTA30,LSTA36 Straight Bumps 18 LST149,LST173 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS10, LTS1B, LTS20 Light Twist Strap 19 MGT Medium GirderTiedcwn 20 MST27, MST37, MST48, MSTOO, MST72 Straght9traps 21 MSTA9, MSTA12, MSTAt6, MSTA18, MSTA21, MSTA24, MWA30, MSTA38, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52; MSTC88, MST078 Straight Straps 23 MSTC4883, MSTCBBB3 Pfe-Bent Straps 24 MSTI28, MST13e, MSTI48, MSTIOO, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 28 NCA2x10-12, NCA2x12-12, NCA26.16, NC42x10.16, NCA202-18 Bridging 27 RCW812, RCW814 Wall Bracing 28 RPS1 S, RPS22, RPS28 Repair Plate Strap 29 RSP4 Strad to Plate Connector 30 SP1, SP2, SP4, SP6, SP8 Stud Plate To 31 SPI-14, SPHO, SPHS Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9,STIZ ST18;ST22,ST292,ST2122,ST21IS: ST2215,STe215,ST8224,STO236 Straight Straps 34 T320, T827, TS30: TWS8 TB42, T845, TB54, TB56, TBSO Tension Bridging 35 TWB10, TWB12, TWB14 Well Bracing 36 VGT, VGTR, VGTL Variable Pitch GirderTiedowah 37 WB108, WB108C, WB126, WB128C, WB143C Wall Bracing Product Description 1 C81-12 374.5, 013H2.37x7.83, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangars Drag Strut Connectors Gable Brace Connector Hip Comer Plate 3 14GU3.03•SDS, HGU5,25SDS, HGU5.50-SDS, HGU5.62SDS, HGU7.00-SOS, HGU7.25- HeavyHip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers HQ Ridge Connector Raft Hanger 5 HHGU5.25-SDS, HHGU5.50.SDS, HHGU5.62•SDS, HHGU7.00 w, HHGU7.25-SOS, LghtSlopeable/'Skewable U Hanger HHGUQ.00-SDS Truss Bearing Enhancer 6 HHUS20.2, HHUS28-2, HHUS210.2, HHUS48, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.25110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I.bists Skewed Truss Hanger Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer-Rertraird Variable P'feh Connectors Valley Truss Clip 10 HUC01.81/9SDS, HUC OI.81/11SOS, HUCQ210.2SDS, HUCQ210-3SD5, HUCQ310- SDS, HUCQ410-SDS, HUC0412SDS, HUCQ5.25A-80S, HUC05.25/11SDS, HUCQ610- SDS, HUCQ612-SDS ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3OMD For direct Inks to all SST approvals listed below, CLICK HERE For addtiare{ kdam tton regarding Florida's Statewide Product Approval S/slem and Mw*Dade County NoBCe of Acceptance (NOA), n u&ar uaac PLtet 1416845 flu" Product Model. Number or Name Product Descriptlon 1 HHUS210.3,HHUS2iOA Joist Hanger 2 HRSO, HRSB, HRS12 Strap Ties 3 1-11.10WO-2-SDS, HUCO210.3-SDS, HU00310-SDS Joist Hedger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THG02SDS3, THGQ3SDS4.5, THGQH2-SDS3, THGQH3SDS4.5, THGQH4SDS8 Joist Hanger 6 THGW", THGW8.4, THGW4-3, THGW4-4 Joist Hanger FL1011473-R5 &M Product Model. Number or Name 1 DETAL20 Double Embedded Truss Anchor 2 F-GTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, HISS. Ht0-2, Hla-28 Hurricane Tie 4 HETA12. HETA18, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALIS, HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connectors 7 HHETAi6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3•SDS2.5, LGT4SDS3 Girder Tisdawn 9 LTA2 Lateral Truss Anchor 10 META12, META18, META18, ME7A20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCMeO Strap Tie for Masonry 12 MTSM1e, MTSM20, HTSMIB, HTSM20 Twist Strap for Masonry FL#11496-RS AW Product Moral. Number or NameProduct Dissertation 1 DTT1Z Deck Tension Tie 2 H012, H019 Bolted Hoedowns 3 HD3B, HD5B, HD7B, HD98 Bolted Holelowms 4 HTT4, HTTS, H77S-3t4 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FLS13628-R6 allag duct Jpdd. NumberorM= Product Description 1 86518x24, S87/8x24, SB1 x30 SB Anchor Boles 2 SST816, SSTB20, SSTB24, SSTS28, SST834, SSTB36, SSTBi 6L, SSTB20L, SSTB24L SSTS Anchor Bob SSTB28L FLel13872-R4 SSer 0 Product Model. NUMW or Name 1 CMS'T12, CMST14, CMSTCIB, CS14, CS10, CSiO, CS20, CS22 2 HRSB, HRS8, HRS12, FHAS, FHA9, FHA72,FHA18, FHA24, FHA30, MSTI28, MSTI36, MSTI48, MSTI80, MST172. SIMST27, S1MsT37, SIMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 A9 LSTA1 LSTA15 LSTA18 LSTA21 LSTA24 $T292 ST2122 ST2115 ST2215 LST Z, .. , 6 LSUBH3.25, SUBH3.25, MSUBH13.25 7 LTP5 8 LTS12, LTS16, LTS18, LTS20 9 MSTA30, MSTA30, ST0215, ST6224, ST9, ST1Z ST78, ST22, MSTC28, MST040, MSTC52 10 MSTOW, MSTC78, STS238 11 MTS12, MTSiS, MTS18, MTS20, MTS30, MTS24C, MTS30C 12 S/81.58, SJB1.81, S/82.08, SGZ37, S/82.56, SS2.88, S/B3.12, Sr133.56; S/B3.62, SIB4.06; Sf64.12, S184.28, S 34.75, SIB5.50 13 S43A2.128, SBA2,12/10, S1BA2.12f12, SI3A2.12/14, SeACIM, S/BA4.18110, S/BA4:18/12, SJBA4,18114 14 S+H1A 15 SMOSS, SfH088, SHD10S; SIHDi08, SMD15S, SHO159 16 SIHDU4, SHOUS, "DUO, VHDU11 17 S41CT, SIHJCT ProdUOtDoWtIDtion Coiled Straps Strops 97 mil (12 go) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 go) Bridging Connector Lateral fie Plate Light Twist Straps Straps 54 mil (16 go) Straps 88 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Hoedowns Hoedowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top -flange (DUCTF) hangers ovaiable in widths ranging from 1-9118" to 3-9118" and heights ranging from 9-118" to 23-15J18". Faca-mount hangers Face -mount hangars available in widths ranging from 1-SW to 7- 318" and heights ranging from 5-5118" to 12-7/8". Face -mount hangers Face•mounthangers Skewed face -mount hangers available in widths ranging from 3- 118" to 5-118" and heights ranging from 4314" to 16.3/41. Concealed flange version (HSURC, HSULC) available for all double 2)( and 4Xmodels; only acute flange is concealed. Facet -mount hangers Face -mount hangers available in widths ranging from 1-9118 b 7- 1/2" and heights ranging from 2.7/8" to 19.1/4'. Concealed flange version (HUC) available for all models having width equal to of greater than 2-9/16". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Upd�ed,2rsormzo For direct Inks to all SOT approvals Islod below,: CLICK HERE For additional information regaling Fladdo's Statewide Product Approval System and Mane -Dade Costly Notice of Acceptance (NON, n aria wm=ac 18 SILSV1.56, VLBV1.81, S1LBV2.06, SILBV2.37, SrLBV2.56, SA.BV2.68, SiLBV3.12, Top Flange Joist Hangers S4BV3.58, SILBV3.82, StLBV4.06, S/LBV4.IZ SILBV4.28, S/LSV4.76, S1L13Y5.60 19 SfLTT20, S/DTT2Z, SHTT14, HTT4, HTT5 Hoedowns 20 SiMST80, SIMST72 Scapa 118 Al (10 ga) 21 SP4, SPO Stud Plate Ties 22 SSP, DSP, TSP Stud PlabsT es 23 STC, DTC Truss Clip 24 TBD22 True Brace Diagonal 25 TX37 Truss Jack Connector FL#13904415 Product Modal. Number or Name 1 CCQM3.82-SOSHDG, C1=M4.02-SDSH0G, CCQM5.50-SDSHDG, CCTQM3.82-SDSG; CCTQM4.82SDSG, C CTQMS.50-SDSG, CCCQM3.82SDSG; COCOM4.82-SDSG, CCC W 50-SDSG 2 ECCLQM3.62G4(T, ECCLQM4.62G-KT, ECCLQM5.5DG-Kf, ECCLLOMD3.62G-KT, ECCLLQMD4.82G-KT, ECCLLOMD5,500-KT, ECCLRQMD3.62G-KT, ECCLROMD4.em- KT. ECCLRQM05:50G-KT 3 14GUM5.25, HGUM5:50, HGUM7.00, HGUMr.25, HGUM9.00 4 LGUM28.2, LGUM28.3, LGUM26.4, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210-2, LGUM210.3, LGUM210.4, LGUf448, LGUM48, LGUM410 5 MBHA312/9.25, MBHA3.12f11.25, MBHA3.5617.25, M13HA3.5619.25, MBHA3.56111.25, MBHA8.66111.88, MBHA3.5B/14, M13HA3.58/18, MSHA3.50M8, MBHA5.5017.25, MSHA5.5019.25, MBHA5.50/11.25, MBHAS.50111.88, MBHA5.5Ofl4, MBHA5.50/16, MBHA5.50118 6 Mf31HU3.60/925, MBHU3.58111.25, MSHU3.56111.88, MSHU3.58/14, MBHU3:56/18, MBHU3.50MB, MBHU5.50M.25, MBHU5.50111.25, MB1-11.15.50111.88, MBiU5.60/14, MBHU5.50116, MBHU5.50118 F1.I0i3976-R8 eS a Product Mate). Number or Name 1 SDW22300, SDWZM, SOW22438, SDW22458, SDW22500, SDW22000, SOW22638, 8DW22834 2 SDWC15450, SD1MC1%OO 3 SDWH10WDR SDWH1940OD8, SDWH1td800DR S0WH19800DB, SOWH10100006 4 SDWH274000, SDWH27000G, SDWH27SOOG, SDWH271000G, SDWHZ712000 5 SOWS16212, SDWS163M SDWS18312, SDWS1 MOO 8 SDWS19000, SOWS1971Z SDW622400,SDWS225OQSl3Wm2512, SDWS22900, SDWS3280C, SDW822900, SOWS221000, SIOWS221100, SDW3221200, SOWS221500 7 SDWS22300DB, SDWS22400DB: SDWS225000B, SOWS2280008, SOWS22800D8, SDWS221 OMDB 8 SOWS22312DBB, SOWS2251.2DBB 9 SDVM7300SS, SDW$2740OSS, SDWS2750OSS, SDWS276OOSS, SDWS278ODSS, SDWS271000SS, SDWS2712ODSS 10 SDVW13400 11 STN22 Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers hMasonryTop Flange Seem Hangers Masonry Beam Hedgers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HEXScrew Strong -Drive SDWH TIMBER -HEX HOG Screw Strong -Drive SDWS FRAMING Screw Strong -Drive SDWSTIMBER Soxew(interior Grade) Strong -Drive SDWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accords Hex -Head Washer FL I5363-R3 jW Product Modal. Num bee or Name Product Desci lot►on 1 AS 18. AS IBM, AS 18S6 18 ga. Truss Plates 2 AS 20HS 20 ga. High Strength Truss Plate 3 ASwZ 20 ga. Truss Plate 4 ASHP Hinge Plate Connector 171.018730-R4 JqW Pro ductMpdel.Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM50, GDPM-75, GDPM-100, GOPS, GW=60, GW-75, GW-100, GTH Gals-aduatad fasteners and assemblies 3 POPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINiMP-W, PDPAWL, Powder -actuated faaieners threaded surds, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Upped 12/3072020 MmFor meet Nike to all SST approvals Noted below, CLICK HERE For additional Infdmnatlon regarding Flalde's state*1d4 Product Approval OAtem and MaM4Datle County Nctkfe or Acceptance (NON. r rrCa "gil 11 HUS, HUSC series hangers Face -mount hangers avaiable in widths ranging from 1.&W to 3. 9116" and heights ranging from "16" to 11". Concealed flange version (HUSC) available for models having width equal to or greater then "/16". 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3. 5/6" and heights ranging from 9.114" to 16'. 13 LGU3.25-SOS, LGU3.63SDS, LGU5.25-SDS Face -mount hangers 14 LU24, LU28, LU28, LU210 Face -mount hangers 15 LUC28Z, LUC2102 Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/18" to 4- 5/8" and heights ranging from 3" to 10-15118". 17 MG1.13,63-SOS, MGUS.25-6DS; MGU5.50SDS, MGU5,62-5DS, MGU7.00-SDS Face -mount hangars 18 NU series hangers Face -mount hangers available in widths ranging from 1.9116" to 5. 1/8" and heights ranging from 8-15M8" to 19-112", 19 MUS26, MUS28 Fare -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/18" to 3.9MOf' and heights ranging from 3-1118" to 133f4". Concealed flange version (SURC, SULC) available for at double 2X and 4X models: only acute flange is oonoealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 8" and heights ranging from 2.5W to 11.114". FL*I OW7-RS 22" ProductMbdd.NumberorName Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1.9/16" to 7- 1/8" and heights ranging from 7-1/8" to 30'. 2 DGBF series hangers Top fledge hangers available in widths ranging from 3.518" to 7- 1/8" and heights ranging from 9-1X'Io 24" 3 DGF sense hangers Top flange hangers available in widths ranging from 1 A rX to 3- WO" and heights ranging from 7-114"to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from I V4'" to 3- SB" and heights ranging from 9-114" to 24". 5 EG5, EG7, E09 series hangers Top flange hangars available in widths ranging from 5.114" to 8- 7/5" and heights ranging from 11" to 32-112", 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 114" and heights ranging from 11-1/4" to 32'. 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 8-761 and heights ranging from S-112" to 28". 8 GLTV series hangers Top flange hangars available in widths ranging from 3-114" to 7- 118" and heights ranging from I I"to32". 9 HB series hangars Top flange hangers available in widths ranging from l -91iO" to 7- 1/2" and heights ranging from 8" to 30", 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 5-7/6' and heights ranging from 10-1/2" to 28". 11 HGLT series hangers Top flange hangars available in widths ranging from 3-1/4'to 8- 7/8" and heights ranging from 7-1r2" to 37. 12 HGLTV series hangers Top flange han gets available in widths ranging from 3-114" fo 7- 118" and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available in widths ranging from 23f16'to 3- 9/18" and heghee ranging from 18" to 28". 14 HUSTF series hangars Top ftngejasthangers availableinwidths ranging from 3l/8"to 3.9M8" and heights ranging from 5-36" to 13-10. 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16"to 5- 1/2" and heights ranging from 3-7/1B" to 15". Concealed flange version (H UCTF) available for all models having width equal to or greater than 2-9110". 18 HWP series hangers Top flange hangars available in widths ranging from 1-0/16" to 7- 1/8" and heights ranging from 5.318" to28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1.9118" to 7- 1/2" and heights ranging from 5.3/8" to 32'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to 3- 5/8" and heights ranging from 9.1/8" to 16'. 19 JS series hangers Top flange hangers available uh width of 1-9/1 Wand heights ranging from S3/8" to 7.1/4" , 20 JBA series hangers Top flange hangers available in width of 1-9118" and heights ranging from 9-3/18"to 13-118". Simpson Strong -Tie 2020 FBC Approved Products UpdN.d 12f3(y 20 For drool Mks to all SST approvals Jelled below, CLICK HERE For additional into m rt on regarding Honda's Statewide Prodrd Approval Swiem end Mari -Dade County Notice of Acaptmrce (NOA), c al.-GK H gF�. 5 SET-XP Adhesive Anchor for concrete 6 Strong-8oR2 (STB2, STB2.4SS, ST824SS) Strong -Boll: 2 Wedge Anchor for concrete available in cal acre steel and Types 304 and 316 stainless steel 7 T',ten HD (THD-H, THD-HMO, THD-H4SS, THD-HSSS, THD-C-S, THD-CSOSS) Then HD Heavy Duty Screw Anchor for concrete and masonry available with box head In carbon steel and Types 304 and 310 stainless steel, or with countersunk hems in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (rHD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete THD50234RH,THDIO212RH) 10 Wedge -Ail (WA) Wedge -All Anchor for masonry FL VI6230-RO Anna Product Modai. Number or Name 1 AT- 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STEM 5 Tiffin 2 (TTN2) 6 Titan HD (TH0-H4SS, THD-HSSS, THD-CSBSS) 7 Titan Turbo (TNT) FLOI SN7-R3 Ad" Product Model. Number or Name 1 X34B101S5KX1S1CIS, XiB10164K,XQ1$1010.XQI81018.4K 2 XLQ114T1224, XLQ114B1224.2K 3 XMQ114151224, XMQ114B12242K 4 X0114SI ZM, XQ114B1224.2.5K X11481224, XQ112S1224, X011281224-2K 5 XU34$1016,XU3481016.5K FL#35320.RO YP.59 Product Modal. Num her or Nama 1 DSSCB4$.5, DSSCB48, DSSCB48, DSHS 2 FCB43.5; FCB45.5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S1010,FPHSD34B1018,FPHSD3481018-5K;FPHSD34S1214, FPHS03481214, FPHSD34B1214-5K 4 LSFC2.25, LSFC4:25; LSFC8.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, SSC8.25, MSSC2.25, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC8.25KW e RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW6.5S 7 SCB43.5, SCB45.5, S0847.5, SCS49.5, SCB411.5, MSCS45.5, MSCB47.5 8 SCS32-5197, SCS02.6Q7, SCS62.51 18, SCS82.5/1IS 9 SCWd.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJCIO.25 11 SS83,518 12 XLSH3481414,XLSH7881414 13 XQ1S1018, XQ1 B1016-4K, XQIS1214: XQ1B1214.3,5K, X07851224, M7881724-3K, X0114SI224, X0114BI224.25K, XQ112S1224,X011281224-2K, X348101e.SK, X181018. X1 B1018.4K, X1 S1214, Xi B1214-3.SK Praiduct Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry, SET-XP H igh-Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Then HD Heavy -Duty ScrewAnchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Then Turbo Screw Anchor for concrete or masonry Product Description 01048 Strong -Drive X Metal SeIFDriing, Tapping Screws with 03 Drill Point 91224 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #5 Drill Pont and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal SdhDrilling, Tapping Scrawl with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal SdFDrilling, Tapping Screws with 06 Drill Point #10-18 Strong -Drive XU Metal Self -Drilling, Tapping Screws wfh #1 Drill Poird Product Description Bypass Framing Drift Strut Connector Bypass Framing Fled -Clip Connector #10.18 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self - Drilling, Tapping Serowe Sisel Framing Connector Stet Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Udall Side -Clip Connector Steel Joist Connectors, Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered So# -Drilling, Tapping Screws #10-16, #12-14, and fill 2-24 Strong -Drive X Metal Self -Drilling, Tapping Screws N N Cn 2 -Cu O Y-. .CO CU U V = CU O (a (n O = O C o 0 3 CU C 0 � L Q CU An (DICU E >✓ Q z W J a !V__ C4 ao 0 > W O i LJ C2.e� M V N .-amx LL C t1 C b CM CC d CV y O Y CL s d) C, u 3 3 cc as ps ca my m c o � • ras �. Vf Q.Q C no O d V mr O Cn -6-J CD z r� V clu C0 > 0 CL O 0 U O L� W C.I) ICU m o LCU W Q W z ,J z Q J i1 27,202 SHEET N0. PA 1.2. EMMIA Ua4%M4M=.00UMT WDM imapuqTcww=msxcnaN PGr Lubxhie% 19t. IINSSWUSiui� ROM= B"AWINSTOW *ZCWZAIVAY-Aft XWmak Fk":331154474 144004M 01F. ACCEPTANCE-MIU"a NMCE4*ACCE"ANCE.EVWVVCE . ...... TV"30-25W v7W31545ff NOTICROFACCE NCE PTA- 'debm� under.previmN OA NCMCE(WA- &3P CESIUBMWIED D. QUALUVASS(TILANCE ffOA) A. DR&VMGS B. TESTS (continued) I- Mami Dade_DVwUugWa(RcgqJatoryaAd Ecqn=ijc Resousm OM� Q 1Q70T"bad9VDA% L Umdactur&sAiedqwi�p�ndmxftians. 5- TestrMottatt 1)Ax1uftrAion.TWmFWTAS202-94 Nor& V*vk*, EL 34275 (SnAwfftdwidff_V0AN#. JZ.0107.44) 2).Unifb=SWticAirP"= Ted, per FBCTAS 2D2-% E. MATERIAL CERTNIC, ATIONS, scaft: 2- DwAring No.. W5570.0,, titled-VinytUdiag AGI= Door NOAOW, Amets 1 1) Wowltaistam Tat. per FBC. TAS 202-94. L Xoticeo(Accq3!;=Na lS-O5Xl4isswdt*Vui=E=usionLii�fbrth& thrWgU21 a2l 4T%-jM11faCU=Aated1M - 11.5.-withrevism A dated 4) 11 "14W Test per FBC, TAS 201-94 -Whke Rigid f?VC Exterior Examsiow- for Whidews and Dwe, dated 0943/15, atd 4*dbyWomk��*CoLu.tyRER-Pmdw-tCoj*dSft*ato agned and sealed by, A- Lym MOO, F-E 5) LaaJ*perFBC,TAS163-04 be wedm"'MwflDade4Caz4y and odwa-easwhm x1lawedby&e,An&ar4yUwiug Aariw&6m(AHJ� 6)F0nvdEhftyTest..ParFK US=-% 2. Ndfiw� No-, 1"920.03'imad: to Vision Extnmin Limited fartheir ONE This NOA shannotbevAe-afw&e=pwamd&6--#A*4belm TIeWnwi-NdeCow jrPmdwtC=&dSec" B. TESTS Aoft wi*ma0zd-W dawinp ait4 dug= of voWl W" gUss dom pepared 1000 Tan 202 and Toft Shades (Non-U11w) R$gid'PVC1xhwior Ex�� for (&WwmDade Covoy) u&or&e AM (in area p1*w*=Mw'i=Da&CoWy).mse"e the nght to have thiA 1-16toporton I)UiM=UatkAirPaMmTc$L*FW-TAS202-*4 b.yIF=bAr4* Tegft Lab� lot, Test.-Repott NO-F I TL WO, dated I VD6115, #V" and Wkdows and D"W,dated, 12046, a#iqg,,on. IND121- ii)L'Ihi 11�cep 2) 4W "d TAS 201 -04 0101 e impact 110st M, �y1dakit'&IeA P, se" b and02/1JAd) 3. e.ofACcqft N069L we No� 154529.15 kawd tDVIdW ExImsion Limited forlbeir C�tlic Vmd ftessft� US 2D3-% 6, TW vqW (s 1) Air InUmm Test� In FW, TAS 202-94 "Braim Coaftd V*Wted orLan&mted) Wl*e-xw Pvcuwtor kxbv*m far if Ailloeiwabfia�mclj­ oftq34 didiW glaw-ftor. pepared 2) Unft=StatzAirP*w:um 1estpwFBC.TAS 202-94 Vdndaws**dDoorC% an 9. b�f=Wxztioii Te'sting IA:k bc,-TatRq"tNq.FrL Sn7. dated.1201115, O&Od and per 3)WaterReistanceTeA,' FBCTAS2G2-94- 4- Notwe vtA=pt;mmXo, 1"Mft =wed to EMG1 Fenestntion Solutim USA, Thialwo4wi ppum�4",4e=*edbewkftdbasbwa4mpedtocmmptyvnhftFloe&Bud*gCo�, seakdbyl���.Oxti*k.P-E.(T�mtxqpixtm - p&bnWA544 �t�014010 4) Lap NW& Impad Tea perFBC, TAS'201-94 1W_ far their "TAN3840 and LI&W Shades (Non-WhiW) RVdPVC Exurior 2,. Ted tepott A*- IW51tration T16st� FBC TAS2,02-94 9�L 5) Cyclic -Virtad Pmatre Loadingper FBC, TAS 203-94 Fatrwins-tarWindowsalw Beare daited'015nk a*ftoa02*412L DESCRWnCN Snio-W7027V -VayiNidiiagGlass Dow QWUfoved)w/W*9*& 135Vrmws;-j,.= 2)utlifolln Stific Ak ftwore lkst� j*r MUS 202-94 along withnadmd-Up 41MVi0p2nd instaftion disgrm oftayl sliding gbss,door. ptpued 5� Notice ofAccepta= No. 1"712.04 mued to ENEKG1 F=esh*=Sebjh= USA, AMOVAL DO'C'�V' MM- Draving No�MD-SSWA AevA Wed Mi*g 012a Door-NOA(LW, slomb 1) w I I I- 1 1 . OA 4WIxtsistooce Test per FBC 'TAS M-%-, by )Fenes"fioa TfttiRg LA� Inc, Test -RtpM No- FTL ISSX dated,121MS, qptd ad - Inc, fbutb& -Brmn and Lighter Sbadn of Cap Coatrd Rigid PVC Eutrior I twcu* 21 of 2 1, pqnwd-b y9m A �i , dwedlOV5115and'last on 0210Wl, signed nd sealed. by 4)L;*e lopad-Tot ner TAS , im 10 'FW,TAS20344 it" * Id4mis Oxtepk P, E. (rest tepost wviwd onO245016) Eurnsions forWbdvws.=d-Door�'4ated Wn5/16.'expiringan (W16W_ A. LyMMAff,,P_E., bmxi"*eWwniZWeCo=t iththeNo mof _ Vv ,y�XonbdRevisiensbm i VW4'P=s=01L6Ading Per .6) EMy Ust. P0 M� TAS'2M-94 7. Testvqxxton I)Unifo=StatitAirAmsmeTest.perFBCTAS,202 -94 2) Lxge Afiale bmpact Test per]FBC, TAS 201 -94 Notice 0fAccqA;mce,'No,'1"712.03 =00d: W 54MCA FawstrabanSoh*= USA, -WhileRiffid Exte�Evoudnsfer'%Indows=dDoes-�"daW bc� for their PVC Cwsdyft*4=tConkdSecfio& M—r.,,= b DAC T #A7 LXQ- 1A rp'a j W 9 m R M kAe, b t R* s k M w aJC4WiM=2dZd-Wdftv0m 'tud* 'HatM-dik =0�y"'_141d­ 0"4o" 'pated 3) Cy�k Vrmd Pressm Loadin per, FBC. TAS 203 -04 Limkitims: yt=aUa6* 1, 1 � I anij b Tlkstft L* Inc, Tat04*Ax1FTL&W,,4aW 11IM'S, sk*d akmg wi1hnadDed-;up.4=wiqs ins�� di of sliding g1m door. Rod am= , vi* - P.� � 7. Test�:rqartsNo(s),_ 1-(�=-794A) 1006-M05 7, 5357",: per ASINE-4K 1. See tabLe 1 *mt2) and UdAv 2 (dkftt-V farvyfic*10sw =ksivM dwsp pmsmis. wwf==nmt&qjus�, E sealed by 149#_Ws (re" vtvbed: nQlM46aod02/11rA16) byFewst:ratimIest*1A�1ne Test­XqxxrtXd_FTL"3# (=%)ks A-1 tbiuA-24 dad ASTWD1920 and ASTMD-05, issued� by EXOVA taVision Extrusion fbrceldasic iRL-1 I 6= 16- 3,. Test report, �n Ar-Iumulfion �st._ T PiqrF.CjA&2,M44 1149110, signed and sealed by A, Caaw� P. 1E, (SnAwkW in&r ArOAA - 11 composite m2t0i2l Uzffam St-ft Air ft== TaC per FBC. TAS 20244 jUbAdNed undjer NO.4 N& 11-0107. #4) bliiw, per :3) W* Redstana Test per FBC. TAS 202-94 9 Test npxt on 1) AkInfikratkaTest pff FW, TAS, 20-% Notice 14-0144 �iwvcd to Kwny, Amerka., loc� It& Oxeir 3, kpm opet"4om-mnsteomoywonmdmwaftorbeWpevFBCmVnemaK a MTWW 4) 1x* bfinik Impact Tat per FBC. TAS 201-" 2) Unifom Statk Air Pasare Tot, per -FBC, TAS 202-94 ID (Clearand White) -Sm"Clks , aq*ing an 07AW18. 4. FocketwaRs undersepwateMwiA to be-mvkvuedbyBuMingaffidd '-5)CyCkVmd' P*;=t par FK_ TAS 203 3) Water ResMame Tea, per FBC,, TAS 202-94- A Notice 4A=T'taxe NO-I&II0.01 toKwatayA:mnxa�hr_1br*ek Lm 0 a zqc': EU & Una *4 b = a PC W =Mt Ubd w4h ae 6) Fomd toy 1est jw IFIX, TAS 202-94 4) LaWMwfle h"d T�st perfBt. TAS 201-04 f6UD****mMt 1*xmi-Vw&C4anfyft6dwtC ��Ap i "d withs* -' im gmm. of viol shdmg-#lA% dWp W U, _5) CY& I" ft%= JAMfingper FWL,TAS 203_" Acid dumbas.bmao byFenestrzb=U�Labjw, Ted geportNq Fn&U7� dated 12WI5, ogned md 6)_r;=d&UyTe$t_'Pff'nC.T&SL;jj2_ " -STATENIE"S ae*d b'y J"fl�iS'()j*gk P.,E. Cr CSt �10 'Pod on 6 -Wdrawinpand instaMation dippmef viayl did* -ghtss doorptepared 1, wilUBC-5thEdition (W14) and FBC4*E&don TERAUKA110NJDktbisW0Av& 4. Test repprt ca, 1) A*UfiW#iun T"t, per FBC, TAS 2,02-94 by'FuestratimIestiig L*.,fnc, Test RcpcwtXb_YTL fi337,(=qAes A-IftuA-5), dated (20171 inaed-by mam;zbdwer; dated OIV14111- siped& sealed:�by. Lym)Affier, Pa anAftr faeproams'-pr b%M ma� ' , 2) Usifomi.Stak Air Pam= M!0, per FBC, TAS 202-94 '3) 12MO, s�ped and se"!d by Impe. A- Camo. R 1E. Pubwked stittiff NOA Na. 11- 2. ix�j- dated COW t wmed by manu 5cbm. mgwd M "**U =y W2W Resistance Tea. Va FBC. TAS 20% &se;&&byLy=Mi&:r, 1- mft=-of&*N0AA0b* cam "W Tea PfffKJAS 201-94 I LdWof tab compbac e� part ofthe.abcm testmpoft ADN�EIRTIS.E.BEM-.,IDli,--,NGAnnn*w,pammuom '5) C. CALCULATMS 4.� "*=ybe&*ayed=-0vofisin:gU=aUxr_ lfanypasOmofftNGAis dispUrd, ihen it. shall be *ft w0FIBC-2014, in iftelftil"T IKsmcno,NiAtopyofemeawewoAsh,knbe . fujad domlox"red by An&"yl M*,, P.E. (U im*rNOA Q OTIBER I- Notice o(A= -12101, ksued to fGT. A"be *V*M* fWin��* S* at *e_ft"g%t*f "BUO&V Oftia . . . . . . 2. Gbmg `OnVlie�*6 AS,1W43W4*_ -W70t2770" Vtn iS&&g Ghn Dim (Rekkiarcedl aqmmg on W14/21. Tbis NOA revises & renelms'-MMA44-0439.05 md causisft ofdwpap I m4evidweepeaft E-1, E-2, E-3, E4. E-5 & E-6 = vmU as qqwomd &"motmenfiowdabow. Mw sAwAad doemnntati was mviumbd by Ut"M C%um* FY_ POD&Ut CIO" 17W StWertimr Uph sllllftljl� C41*14 luxto Zx*o&*xVM*t ApA114,210206 Apow".V] 14.2M Ditto, lbftk 25, Zen AW914,141216 25, M1 Fx*a1ionamt AW914120.06 Viggo I _2! CE ACCMANi EVWV1iM, MUnTED NOTICE OF EVMEX'LCESUB'Kff=L -Sol= AC("TANCE­.xMtrKE 2. E . v*nce_&*=k" wkder predamiabn" Ei. MAT_E=AL'C_'_ER=WATXW ("U"") 3. 3X*w1:yKex0.S4&n"d 5. Quanm-pmrt Swer -%WU Mudki com*Wg WWAMM C5119 Mmmal. _Cozdw&* A. DRAWWGS 0_8&1 BM_W bL_W_T, ASM F 12"LNVM_Paw� ASTM D3995 Oqpn-Pasri� AS'M E A. DRAYWGS 1. Dawmg No. W"5W.0 K*YB. t0ed -Vht34 SWIM.Glaw Dw NOA W-, sbeeft 211961Cj_Dw*ffity,-No IF% -Paw. (SUbJffjW Hndef RM*WS NOA N& 1. DavAwg No. MB-_".6 Ber -B.: tided -VW Shding� Glass DoorNOA aw, sheets I I tfiron& 21 6f_214pFqpared bymamActurer, -dated IOV5115andbst wvked:-on fimnigh 21 of, - 21� pqwed by n=ffiwt=m dated 10AM5 and laa,mised on 0101121, 04a2(20,, qpcd andse" bFyA-Lyno MMff. PX_ 6. Qua= Past conpbing with ASIM C5518 ThemW CAmAxtivAy 2-U BTU-W iped =dmabd by A- Lym Mgm, P.E. brA2L.PF, ASM Y 1249 WVIR-Pass, ASIM D 1434 ftw Petmeanat-l� ASIM IE Notr' 11m,wnsm consistsuphcemmt ofsame, exam MAlmon scww vieftft bnd- B. TESTS 2199 Dumbilit:.y-No I% ASIM E $46 Dew- Pciat DewkpnW -406F it 48 bm, L(;� 1. Ted npWs or 1) Air Inftatim Test per FBC, TAS 202-94 (WwAwd mda ArOA N& I SWO. 0.5)., 2) Ut&m Static Ak Psessaw Tea, lAod*lw FBC, TAS 202-94 7- Ltd- F*ts conV�mqvwtih PVC-AAMA 303-13, Vok:mfzySp0CiAKAbon IL TESTS 3) Water Resittance Tw, � pa �T" M2-% fir %gd P*vi3))4 Olonde (PVQ Eift:Oor ftfiles for Vimm Exftuskms, Ltd. -"M-1 by No M 4) 1A Ussile Impao liest VaFW, TAS 201-94 AAMA Ftnestiation ftletiorPioCk Cerfiftation Piogram. (&Jm*W under X0A NA 15- C CALCULATI[ONS, 5) Cyck Wind Pnmw Loadmgper FBC. TAS 203-N L. None- ab*7WftmWWd_W d1winp adinwallitimdiapain ofain PGTIbutushimilac. 8- Vkim ExtrusWw 1Ad.PzftcDwVbiag widiPVC-AAMA303-13- Uft listed bdDW 2ndtested1o4WJ&YD6" 701 and DfflFA On Sai=es' ponmed ander NoA No.. j"40A es) b' FaiesUation Testift Laboatot .y y. I=. Ted Reposts No-: 1P PGT PW552-0 PVC'Fs'ed Wkdow (unit 6 in pqxm* dated OO/O3fl4 9- PVC-AAMA 303-13, Vokmtxy SpeeWbamUt RQ�d Po4nmfi Cb1=& WC) E*erwr ftfiles fq* Vision ftftusion� LtdVnA -by A&W, ' Fenestrdi6n j5d etwi Pmfik D, AX��,&SSUTR.,,WCE M "1-20-2107 1, MT SGD790 Akmmm -%dM Gka Do" (but 7 in pmpo"I) IFTL-28- 1107.2, PGTCA740 Akm- OutsWing Coement WltvAaw (= -4 3 in -propqsg) FrL-20- A Notioe of Axcq*;mce No. 1&1217.14 issued to, Bwgi Fanstafim Soktk)n, USk b3c, hr E. MATERIAL CERTIMATIONS. 2107.3, PGT PW7620A Aluminum Fmd Window ftmk 9 in pqx&* and ftL-20-2107A, 119ir "Tan 3040 & NW -shade (Ao*4d" Whik Rigid PVC Exterior E%4vL**s for L Notim of Axceptaw No. L4Q�_MS.02 issued toturatray-An*rka, Inc. -fortheir PGr FW7620A Almnitaft YZKed Window (Unit 10 in puposal) dated 07/13fA A �ped Witdvor wd Doonr. -o'nMAA2lr . -TroaM Utir"ar.Clew =dCduP"GbmUftbye;rs7 e4*fngonO7Ma4 and sealed 1�y. Idalmis. Oftelp4FE. IL Notice of AcoqtanceNd, M122 issued to Ealeqo Fawftatkm Sobfim,USA., bit, ft 2, Notice o(Acceptance No. 17-M&02 Lward totvrarayAnwrica, Ihr.:fortfim dm- series "VVt*e Rigid PVC Exterior Falru skins lor Yondoln a" Deow. evid" an a-Sextu- Q'A (C*& a** Val"O plass bw'"Vki� coo 7*13- C. CA1kT]AT10NS 1, Antm ftr**= calculaf= md strucftrA coonpb* -%ft "C 7* I Notimof 4. No- 18-1106.10 issued to Vision FAtaisimm L&Wed far Their qkrown L IU Notice of Am"t;mce No 2"203.03 mxd to Enap FeneWatim "UM USA, bc for C QW-A OrL = fbrATbd4in ded a"wad). U-Nift Rigid FVC Exio� E=v* Eft'wa (7W� dated %=O. pwpated by mmfttuw� sped. =d q�*d trf th& -&== & light sha& c* ceated White Rigid PVC Exterior Exftvsim:1br and.De6W, _ exlmq aft iD!;f:;&'X y Lym iffie� P. I- AW*q 2. Gbn* =p*s with ASTME13", -0, -12 wid -16 Av"M and Doore, e** on M&B t Natim orAcaotinci No. isawn issued tovision Emw**ts L&iftd I& theirsesift -VE 100 Tax,202, a" ftWr shadn Wo*-Wbft) Rigid, Cdvbr WCEUeriar QUALnTASSOR."CIE F. STATENIENTS forNVUdem and- Doors'% ofWng on 12M21, Rqpbtofy Afin=�Dade, DVntmetit of =d Ec000mic Resonrces OMI I. Sfttemeut letter of confounawe to YBC 7* Etiftima (2020), dated 002M issued� by �==&cturer, *med �=d'sealed byAnd=yLyjm M4kx, RE.� E. 3UTERM CERTIFICATIONS 1. Statement letter, of W financial blemst and,41-kdependem, issuedby, bdusai dated L ftt emn# letter of coaftsume tG XBC 7* -EtUon a=), dated 020MI, imued by 1- Notice of AcceptaweNo. I"M.02 issued JoKwaray.America, Inc. fortheir 0V1&20..sjped-=&w.*d by-AW=ytyan MAer. P-E- 'J[er _P S*Wd and sealed _by Ma MI =MftM= AX!hMYL) OTroffoW U*wJmr, Clear, md C*Ur A711 CJass InterkywC, e)Wmg on 3. ftvA-- Labe� Agreemat 4�==ezt between PGX- dated, 03M5 and s*=4 by all 2_ Pth-Ae Labelp, A t dated 63=0 bdweft',PGT Inc. md CGI g p6mm MOM y Deaft X Xnadr, on bdiO of b V'P. tar g' 1 Notice ofAcceptance No. 174M&02 issued toKunray America, Inc. fortheir bothoomVvoics.. -Sntr.vGlnt (Ckw nd Wki*) Gbu hiWhy*W, '" on 07MM- Cq=9 9. OTHERS 3. Notice of Amqftxx No. 1&-110&10 issued to Vu-ion Empons Limked for t1heir I lbisNOA,rtvbnNOA#11442&06"7w/CGI)aodq"ts.toFM#2,0(7*.Edid*, G. OTHERS. '"Brown Coated (Palateid or Lammated) '%lap Radd FVC- Exknw Extramons expiring Gowl- 1. UkNOAM, im& mu-WsNOA#20-04MASMkWMGI�en"gO4n4/26. ibrWin�dowsand DeozV, cq*ing- an 001". 2- JU�IkTcst pwpos* #W1155 dated 01/10,20 appoved by Isbaql- C=dkPJFeq:iCWg 2. 4. Notice of Accepta=e No. 18-1 ' iO4.11 imuiedt.oruimtxku*wLinaBdfoirdml!ir M40- series ."VE 160 Tan 2,02 and,fthter shades Via* ­White) Rigid Celalar PVC Exterior Extrasions-forWadwws Doors7, 12*9t2l� and expang on proded Commill. pia S"Moviam Priiaw�cqnftai unit soarriser W" 164. 21-826&#3 NOA Tie, U,#1#SA1 NOA, 1�s. 21�410.03 Zqikatfeft Dato:'r A%#rU 14, 18-2C Apffil-4,1024 Z*iWmDatk Avid-114,2016- A"r"Djkw U*rc&.A *1 Aprwnd base;- M*r& I& 2M AI*O�MdNw- mit"it-25, M1 E4 4­0 CD CD _C__ Cn -a —CU > 2 (D a) ca. in. 0 2 a CU -a CD 2 CU -CU Co C) C 0- —0 g (D _:t M Cn C 0 -0 .0 0 CU > !E cCn CU 0 — U -0 402 C .— -#..0 Cn CL < z z LU mi C%1 03 Cm -0 :P LAJ CU C-) C-4 Cc LL- ca C-4 Cp ca CL Cn E :3 Cn 2 0 =3 -a 2 13- CD Cn CU M CU < Z z SHEET NO. PA 1-3� May 27, 2022 MIAM n[IAhu-DADS COUNTY Rms PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RBR) 11905 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (796) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Cast -Crete USA, LLC 6324 County Road 579 Sefllner, Florida 33594 SCOPE: This NOA is beingissued under a applicable Hiles and regulations governing the use o construction aterial . the app egulah g g fmaterials. The documentation submitted has been reviewed and accepted by Miami Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRipno : ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 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, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. M wILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County loge. RENEWAL of this NOA shall be considered after a renewal application has been fried and there has been no change in the applicable building g code negatively affecting the performance of this product. TERAMATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami: Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 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 shall be available for inspection at the job site at the request ofthe Building Official. 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.. The submitted documentation was reviewed by Helrny A. Makar, PX, XS. 1k k' NOA No. 2041630.15 Expiration Date: 09/1LaW G i,Lo 1 Approval Date: 09120/2020 f / Page l Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: -EVID +'NCE SUB1tiIITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #034W5.04 A. DRAWINGS L 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. LT461 Z titled "Cast -Crete 4", 6" & 12'" Lintel Safe .Load Tables", sheets I through 3 of 3, prepared by Craig Perrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by CragParruto, P.E; B. TESTS L Test report on, flexural testing on 4", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 304044 dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS L Calculationsfor Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Perrino, P.E, signed and sealed by Craig Perrino, P:E. 2. Calculations for Cast -Crete Lintels, dated 05129103,140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. F04612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Perrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Loa Tables", sheets I through 3 of 3, prepared by Craig Pmrm , P.E., dated March 24, 2003, last revision dated March 11, 2008 B. TESTS L None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Once. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Malcar, P.E., M.S. P not Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11t2023 Approval Date.- 08120/2020 E-1 Cast Crete USA. LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED Cast -Crete USA,. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details,, sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 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,E LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables" sheets 1 Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prep area signed and sealed by Craig Parrino, PE, on 08119114. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miarru-Dade County Department of Regulatory and Economic Resources (RER). 1. By MmmiDade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None.. F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated Feb 03, 2012, signed and sealed .�' rP ' gam' Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-W21.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS B. TESTS 1. None. 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. C. CALCULATIONS D. QUALITY ASSURANCE 1. None. 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E' MATERIAL CERTIFICATIONS 1. None.. E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 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. eimy A. Maker, P.E., M.S. 9, �j C>11ebay A. Maker, S. Pr act Control Section Supervisor Product Control Section Supervisor NOA No. 20.063t1.15 NOA No. 20-0630.15 Expiration Date: 09/11f= Expiration Date: 09/114M Approval Date: 08/20/2020 Approval Dater 08/20/2020 E-2 E-3 N N CO N —Cu N U N O� l- O -a O c .CM CU U -v 0- C = CUCU -O c/J c L sZ O a) CUR3 LL p CU > .� '� Cn E L } O Q„ s 1— to .sue 4020 ._ cn !�. Q z z W J N i �. COM3 o fl. o o � c C !O N NC m x d 3 -. = ao •> E s c °C 3 cc l3 y o . L Gi .G u a R o a d .Cl e O U O Cast -Crete USA, LLC Cast -Crete USA.; LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None, Ls� C. CALCULATIONS C. CALCULATIONS 1. Noire. 1. Noire. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Vtami Dade County Department of Aegulatoryand Economic Resources (RER). 1. By loam Dade County Department of Regulatory and Economic Resources (RM E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS .4-0 1. Norte 1. None. � (U () F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 bdltioru, issued by Cast- z U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E- Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 p g y 2. Compliance Letter with the Florida Building Code 2020 Edition, issued b Cast-CU CU � A. DRAWINGS Crete USA, Inc., dated 011/20, signed &sealed by Craig Perrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of \� L 1, prepared by Craig Parrino, RE, dated March 24, 2003 and Drawing No. /" Q LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables" sheets 1 O 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. L C. CALCULATIONS 1. None. D. QUALITY ASSURANCE U 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS Q 1. None; F. OTHER 1. Article of Conversionfor a frame change.CU w Cmenny A. Makar, P.E., M.S. Belay A. Makar, P.E., M.S. Z Product Control Section Supervisor Product Control Section Supervisor NOA No. 204)630.15 NOA No. 20.0630.15 Z Expiration Date: 09/1IaW Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 �- May 27, 2022 SHEET N0. PA 1A, Ti L coE�Imc, TiLLIT TESTING A ENGINEERING COMPANY PRODL7CT &YALT7ATI03,1 aEPO1rC lU(3. 2•.0729.81 2.2• TEST REPORTS: Large missile impact and fatigue, load tests were perforated under Protocols TAS 201, 203 as section 1626 of the Florida Building Code. Uniform static loads Per 9 t.�nai� te^T_ YV,L:[(A77rlu all+nnn•r Nr� 2g.E72t•DI 3 B_MAURI& CHAR_ ZTERISTICS MD SPECIFICATIONS: $hall be strictly in accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing } g �� 1 L ECO IIVc. TILLIT TESTING 6 ENOWEL441M COMPANY WATTM A. TII.L1T;1a.,P.E. tilhc040bolXM 'LPD.LHN,a\A44 47 WALTEII.A• i11UT� nL'ry' ti)teoo@aol.com PRODUCT EVALUATION REPORT VIAM UmopNo 440 rLc A LJ�.HA oceans as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20.176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 98-Se9 dated 011/0911996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611998 and REPORT NO.: 20-0727.02 # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LMITA71ONS AND CONDITIONS OF USE; DATE: July 27, 2020 REPORT NO : YO.072t191 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shell be strictly In compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY. Shutters DATE: July 28, 2020 Tensile test report No. 9CM 197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of28 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT SUB -CATEGORY: Storm Panels PRODUCT CATEGORY: Shutters signed and sealed by Frank Gratis, P.E. prepared by Tliteco, Inc. and signed and sealed by Walter A. TiIR, Jr„ P.E. PRODUCT 9UG-CATEGORY: Storm Panels 2.& STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL PRODUCT NAME: 20 GAGE GALVANIZED 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 defined on section 1620.2 of the Florida Building Code. MANUFACTURER: Global Engeathm Products, LLC MANUFACTURER: Glohal Protection Products LLC. length based on rational and comparative analysis, and In accordance with section 161 a of the Florida Building Code. Calculations prepared by Tilteco, Inc., 7.3. Product shall only be installed into poured concrete, concrete block, and 48M S.W. 51 Street 4800 B.W. 61 Sheet dated 11/03/08 and 03112115, signed and sealed by Walter A. TiIIHT, Jr., P.E. wood frame structures, Davie, Florida 33314 Davis, Florida333114 1. PURPOSE OF EVALUATION; 3• MISSILE IMPACT RESISTANCE, Product Evaluation Report prepared by Waiter A. TNGt, Jr., P.E. (Florida License 1. PURPOSE OF EVALUATION: This is s Product Evaluation Report Issued P by Walter A. T11R P.E. (System Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Ttltaco, Inc. (Florida CA-0008719). This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. (System iD # 1906) to the Global Protection Products, LLC, Rule Chapter No. le ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. GIGGe20.3,, Method ethu n of the Plorida Department of Business and 4. WIND L0ADSD RESISTANCE: VVV,A'ANnHaeAA a RA. Tit 67 G20-3, Method iD of the Florida Department of Business and Rag This product is being issued an Evaluation Report as described herein, and has 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 8. 10, 14,15, NCENSF '•, ProNasbnal Regulation, This product Is being Issued an Evaluation Report as described herein, and has f6,19, 25 and 28 of 26 of Product Evaluation Document (P.E.D.}, drawing No. �. 44167 been verified for compliance In accordance with the 2020 Seventh Edition of the 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, _ -�* :,t been verified forCcmpttarTce in accordance wNh the 2020 Seventh Edition of the Fonda Building Cade, and to verify that the product is for the purpose Intended of least equivalent to that required by the Code. 14, 15, 17, 18, 19. 2025 and 26 of 26, of Product Evaluation Document (P.E.D.), 7 STATE OF '• Florida Building Lode, and to verity that the product is for the purpose Intended at least equivalent to that required by the Code. drawing No. 20.176. This Product Evaluation Report shot be su bject object to review and revision In case of S. INSTA �T1 m i (.o. �N• bas/ONAi ��� %'R This Product Evaluation Report shall be subject to review and revision in case of e Building Cale Change that may affect tie limitations end GOndtllCns N11111N�1�� a Building Code change that may affect its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION (A.E.D.t: sheets 3 thru 7,10 thru 20, 23, 24 and 28 Of 2B, Of Product Evaluation Document (P.E.D.), drawing No. 20-170. Minimum separation to glass shall be as OA TTIILLTECO ADMON RECOROS 1 P. E. RePORT.201 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PANLLI DRWGW20.1761 REPORT 92"MOt 2. EVIDENCE SUBMITTED: No.GAL 26 GAGE GALVANIZED STEEL STORM PANEL", tpre Indicated on sheets S. 14, 16, 25 and 26 of 26, of Product Evaluation Documern 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): siesta 1 , sheets thru of 2 re 2; d to Prepared by , Inc.; signed and sealed by Wafter A. (P.E.D.), drawing No. 20-176. Drawing No. 20-175, tMed'24 GAGE GALVANIZED STEEL STORM PANEL", P, . This TiIIIt, Jr., P.E.; dated 07/28/2020. This drawing is an integral pa04(74T, iirq, A+en1IRNlp sheets 1 tiro 18 of 18 prepared by T)Iteco, Ina; signed and sealed by Walter A. Evaluation Report. ; Zr�p A: r1t T y ti10EN49e P4 A ..... ✓ \\CENSF •.�' �4 Tilfit, Jr., P.E,; dated 07127/2020. This drawing Is an inte 11DiiNl it is Evaluation Report. a NF nA /�fp P.' -_ *. N0.44167 E * 167 ? �� 16T �'rF �tOP,IOP q,�STATE_ OF ar �,c STATE 0¢ ;w S \ 6355 N.W. 36th Street, Suite 305, Miami, Florida 3316(S - p4tDne: (305) 871-1530 - bye/iIaS3i�,,,5jt7NAL,µw` S to rh6.40 6355 N.W.36th Street, Suite 305, Miami, �+lrJptALI531 ' ` 'NN+utnN„ ( ) Florida 33166 - Phone: 305 871-i' AN nruHIA,HA NNH+nm,n PRECAST CONCREM� OR WOOD &DARDS BE ADAM of M CRBE OOMM WALL ANCHORS SHAL LONG VOL" TO IK WAIN SIMICIURE 8000 SUCH PAMEM 1. STORM PANEL STERN CM 71K PRODUCT EYAi.UATICR DOCUMENT (ERD.) WAS DEEM VINF1Eo FOR COMPLIANCE IN ANCHORAGE SMALL BE AS MIRRORED N S.,) NO N 83). ACCORDANCE WIN THE 2010 (7IA EDITION) Or M FLORIDA BUILDING COOL (C) 1D EDSR4C WOOD URN SPECIFIC 96AM G ► A' , F MO LAWS SAL BE DETERMINED AS PER SECTION 16100E M ABOVE MENTIONED CODE FOR A WORD SPUD A6 I DOUNED BY M .RRtlS LI M WHERE111ESE SFAAnO1S WW1 SE NSTAyEQ ANp - 1/4•W TAPONI ANCHO 5, AS MANUFACTURED BY 1.7.W. SWDEI. NC. - Fi4-10 PAN STATE FEMALE 0 AND RAN4WTE PLUS AN 30M Ae WWLKACfURM EY ELCO CONSTRUCTION PRODUCTS. MR A DIRECIIGN LRY FACTOR H4.035. USING ABOE 7-14 AND SINL NOT EMCEED M YA) M µST) - 1/4 0 LAG BCF S PER N.D.S. OEM PRESSURE RKINR 44WATO ON SIMS 7 TFRU it, t4, 13. IS. ,9 t 20. - 7/to'• . S/r WOOD BUSMIC. Af OBTREUTED BY ALL POINT SCREW. SOLT a SPECIALTY 00. N ON= 10 WERIPY M ABOVE COMMON. ULTIMATE DESIGN MID LOADS Orn3um m PER ASIDE 7-16 SHALL LE FIRST REDUCED TO A.&D. DESIGN WIND LOADS BY MUL114 YM INON aY 0.6 N tMOFR TO PEN C,) McRNM TNHIEJIDED PENETRATION NE WOOD OF tAPCON AIICIIOIB 9HWL WE , 1/2• AND 2' FOR FR.CO PAMELLiA7E PLUS THW-#LMALE COMPARE TH UM W/ WX. (A.&D) OESEN PRESSRE RATNGS POWER pH SLEETS 7 THOU 12. 14. 1& 1& 19 t 20. AIR TNN FEMALE ,0. N ORDER TO VEINY THAT ANMM ON THIS P.E.O. AS TESTED WERE MET DIOR STRESSED. A 33E INCREASE IN ALLOWABLE C.2) MINIMUM THREADED PONE11111 ON OF LAG SCREW. KID THE WOOD rMW UUB SAL BE MO roKAO PL"�'M'' INTO STUCCO SAALL W CONSIDERED AS PART OF THE REQUIRED TNREAOED fKNETW AN0. ID PRESS FOR MLOWS WAS WL USED N NEN ANALYS& FASIR3 SPACING To WOOD HIS SEEM DETERMINED IN EIE ACCORDANCE WITH M.O.S. 201& C.3) WOMAN EDGE DISTANCE OF LAC SL•IEUS. INTO WOOD SALL BE AS 6RIOATW N THE DMWM .. AVOWS ADEQUACY FOR IMPACT AND F00 RESBOUIIC HAS BEEN VEWM N AACCONOI4CE WITH SECWN 16" of M ABOVE MENTIONED CODE AS PER M NWAK DIOYIMM t TERM INC. REPORTS 96-569. 95-570 It 06-IM AND CA) W MM FD47WTDIi OF WOOD MMM SWL BE Vr 1/4' 0­20 SCRB.WS USED SHALL L SE 11/r WHO MPNRAii FE ES1bRLON 11170E LAID. INC.. IN", WU t #2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAR-203. SHOULD STUCCO O06T, AND 1• M0e6M FOR WALLS WIN NO SNICCO. AMERINDARD NI TEST W Of SOUTH FLORIDA REPORT r0219A1-00, AS PER TAS 201. TAS 202 A1K7 AS T=3 STANDARDS. TAR 20.1 AANOAWS. C.3) IN CAS THAT PRECAST STOW. OR PRECJBI CONCRETE PAN" STUCCO OR WOW SOARS 9E POUND ON THE OWING 2, ALL AUMANW EMRUSVd 10 SE W$9 -Y9 &LOY NE YWM WA ES9 OTHERWISE NOTED). SEE SHEET 2. WALL. ANGERS BALL x LONG ENOUGH TO IEA2H I E MAIN STR CIUKE MM SUCH PANELS. A40MAGE SMALL BE AS MENTIONED N CA), C.2) ! CA) 3. ALL ALUMINUM SHEXT META. USED AT CLONAM SAL HNE 3105-014 ALLOY. (0) AMCIRRS SHML SE NSTALUED FOLLOWING ALL OF THE REONRIENpMOS AND SPECr1CL71oN5 OF 7NE AMORWs &MANUFACTUML 4. ALL STEEL SHEET AETAL ►AIE1.S SALL IVUE SIMILM R LM). STEEL. ASM A-0S3 ORAOE SO MNMUA4 0-60 OALVANYQD 31F]O. 0lSGNAIION W/FY. S&S IWi (AFTER RNtED). & PANELS WAY NCO BE 96W1LID IDRZONENLY FOLLOOM INSTAUA11DN MAILS SHOWN ON SECIM 3 THROUGH 10 (BIERS 4 IW O" 6) DOM THAT HEADERS mt® SMALL NOI BE USED. & ALL SI:REWS 70 SE STAIN ESS STEEL 304 OR 314 AIM WKS CR CORMSON RICIAM T COATED CARRIER STEEL AS PER OW 50016 W/ /O WI MO s7RENfiTN AND DD W TOME stgEMOrH At SMALL COMPLY Wf FLORIDA SU0.D9/G CODE S. R SNALL BE M RESPONSBLIY OF THE 1`AIITRAC'NR 70 vERHF(M SOUNIOIJaS OF M SiRUCiIME WERE SPUTTER B W SE SECTION 241 33.4. ATIACHED 10 NWK PROPER ANCIDRAOE THIS SHUF OL SHALL L ONLY BE ATTAC O) To CONGEEE BLOCK OR WOOD FRAME S. OOLR TO SE AM A-397 CALWURED $1E1. OR AM 304 SI]ffi STAINLESS STEM. WITH 36 1W M•6MM MELD STRENON. tO. EACH REGULAR 51 PANEL WITH LENGTHS DER E-0 IHROUO H it-4•, AS PER SCITCe S. & 9 t 10 AR ALIEW WM MA, 90 t IOW ON SEE7S S, 6 t 12 IMOMCTMY. SHALL HATE A LLMNE AND READILY VISIBU TWSONG OFMUCIN6 OWNER OR 7. ANCHORS TO WALL SHMIL BE AS FOLLOWS: TENANT TO FAI&S MN APPUGMLE REIFOROCMEM DURING PON= OF HURRICANE WAN" {A) TO olDMtn EGIwm COM,GM. I I. THE INSTALLATION MNERACTOR Is TO SA/MALN ALL *WIER DW OHENT EDGES WHICH ROM IN WNTIMAOUS CONTACT WITH - 1/Mil TAPCON N/C1111 I WMWACTRM BY t.T.W. KRU M, NC. (inn. fe-3192 P•.L) TINE SLALOM TO PIEV6NT IMR/RNN N7MIBICI. - 1/4. • . 7/6• CA"_AT ANCHOR& AS MAMPACIUED BY DEVWT PE. (AST. fs-3000 "•L) - 1/4'• . 31C SOUO-SR ANCHORS. AS OWM@UTW BY Al PONT SCREW. BOLT t SPECIALTY CO. 12. INDICATED N INS ORM WR PLUS ANY SUIDNAND G AZONING REGU ATORS (WL re-3000 Pw1) P R POW B THE JAtMOCrON WADE - 114-hI0 ►ANDWTE FEMALE 1) t PANNWTE PLUS ANCHORS. AS MAIMFACPJ'tW BY ELCO CC/BIINIC'M PRODUCT& (MN. I. -33NE Pit) 13. (•) THIS PRODUCT EYALUA DN OOCUAEW (P.E.O.) PREPARED r THIS DOAMEER is GENERIC me GOES NOT FWAK MoRArm - 1/4•0 OF TAP-ORW ANCNDRS, As MmEFAcium D BY tRU-FART CORPORATION (fe.3600 Psi) FOR A SITE SPECIFIC PROJECT: Lt. WHERE THE SRE CONDITIONS DEVIATE rK M M P.LO. A. 1) tAPD A INTO POURED CONCRETE SALL SE 1 3/4': s• FOR PANELIAR HOAILE OOMM PRODUCT of no Q) CONTRACTOR TO K RESPONSIBLE FOR " ON DO .EPXA M WM HEIIHEMOOQ NOT DEVIATE FROM TINE CONDITIONS OE INSTAIUArieN � ant DLIFE OCUMENT 0 MO TE U 1 4- FOR D AD PAQYULR PLUS AND 1 ,/4' FOR )trip-OI9P MICHCB. CONSTRUCTION CONSTRR:TON SAFETY AT SITE B THE CONTRACTOR'S R 3POraeLffY. A2) CALX-N ! 10.0-SET ANCHORS SWILL BE PAO= 7/6• KID THE 0000 CONCRETE, NO EMBEDMENT INTO W THIS PRODUCT EWIL AION OOCMENT WILL BE CONSIDERED NWMA IF MODIFIED. SRICCO BALL BE PERMITTED. 1/4• 0-20 SOE•e USED SHALL SE t 11r LONG WO" SOAD 5741000 EOST, NO 1' MNMRM NOR WALLS WITH NO STUCCO. AND MAY SE HEADED SCREWS OR ALL THREADED SCAEITS W/D HAD. (d) SIC SPECIFIC POWSCI SHALL K PREPAREDP A FLORIDA REGISTERED Doom OR ANDOW WHICH WILL BECOME Be BUT WITHMini & FOR PC PINGUIECT 00 00 WILL K RESPONSIBLE FOR THE ►-CDREIREFR PROPER LOW Or RECORDACfBO AS A OELEG7® ENGINEER 10 THE A3) IN CASE THAT PRECASt SNAG PRECAST CONGER PANELS. PAVERS. SIIUCCO OR WOOD BOARDS S FOUNIO ON THE P.LO. DONI , SMALL SMELT TO not LATTER THE STIE SPIDEIM DIAMONDS FOR 11111.11ON. OIST00 WALL OR FLOOR. ANCHORS SHALL BE LOW. ENOUGH TO REACH THE MAIN STRUCTURE 0000 SUCH FIVERS. ANCHORAGE SHALL SE AS MENT10NE0 IN AI) AM IN w2). (0) INS P.LO. SHNIL WAR M DATE AND CRIMINAL SEAL AND SENATU E OF THE PRaUWWL ENORNEDU SEW R,ECAIIO TMT Pww" IT. (B) t0 ,n,SIImO NriIPAFR nI„ I ASIY C-90: - i/4- 6 TAPOOH NDHORS AS NAHUfAcnaw MY I. t. A. SWDM RIC. 14. SAMII[R YAIMFACHIRERS LABEL SHAIL SE LOCKED ON A READLY VRSeLE LOCAIOM AT STORM PANEL SMTtTE17 IN AIOCARONNCE MIN SECTION 1706.0.3 Or FLORIDA BALDING OGEE. ONE LANFL - i/4• • , wr 'URN -IN ANCHOR& AS W/RFALTRiD BY OEWALT NC. (MN. rp1500 ;,sJ.) ME PLACED FOR D '' LASELM E COMPLY M"' SECTION /709A.2 OF M - ,/4Y K 3f4• SOLD -SET NICEIRS, AS DWREUM BY ALL POW SCREW. BOLT A SPMAL7Y CO. FLORIDA OUEDPO COOE$HALL (MIN. fe INO P•aL) - 114-10 PMDAA7E FEMALE R AND PANFLWTE PLUS ANCHORS. AS IMNUFACI IED BY EDO (2M MIXIO 1 THIS ORNa9E SMALL ONLY SE USED TO OnODUCTs (MN. re.2071 p.• I.) OBTAIN P9RMB IN 11E STATE W KONICA - 11C • CIF TAP -CIA ANGERS, AS MANUFACRRED BY TIU-FAST COWMNM N �A. T1j/• LI) MM" 94100AJrt OF TAPDON ANCHORS, MOD PNgum ES NOD OF TAP -GIMP ANCHOR. NW M • '• r rL=DA eIALD M CODE V ibrrtee BIACR UNIT S4YL SE 1 1/4-. •MDR A,•CM IMC 2D 0A9E GAWANaED STEEL 6TD161 PAIKL ' �. 4 ' B.2) CAUL -IN ! SOLID -SET A11pOR5 SMALL W EMBEDDED 7/I' WO THE WNC IST BLOCL MR. NO 16T INTO 9AM0LI aM W 1/4' ► m USED MALL IE , //2 ttME mNMLMN �Imom Plion T10N PRODUCTS. INN no IMIL. CCO rxBT. AD r MINIMUM raR WALIs rinH ME s,tECa "Q:-eTA n. UP-1• INSTALLATION DETAILS FOR REGULAR PANELS( Ik Q INTO EXISTING POURED CONCRETE OR CONCRETE BUCK STRUCTURES CONKER New= POLMKD '. •- E R A S�iRR 9T rIman G' 9) \ \\YI f e CDMpEiE Dos a mom 10 SI3KE , to Sit ' e , • 1 V I 1 IRRO",eaamj 1 t( I IO MAa ; i • \ 1 eIDW mA e # i R /! u e E N 19 mom coca i ' REouEEo R6DCN I 1 ----, �f 7 .f�. 6 "Nam 9) sins • oa CONDOM a 0)\ 0 6LTEfitlAl� a MIMI E9ClE 3/M, aim %, EA - EVCE MTAICE (SEE SCHEDULE ON SAEM a t 9) ROTE ROIL OmLBBHE7NON OF' 9ECTIDM4 TOP t BOTTOM IAgMN11NO CAN BE COMBINED M ANY WAY To SUIT ANY INSTALLATION. J IMP. EDGE L --- A COMPONENTS FOR REGULAR & UFE SAFETY STORM PANELS (SCALE 1/2-17 -14.19r (TOTAL 1S.196' (I OUL 1WM)-- —t2.SOD' (EFTEC'AW WEN) i I �•—-I� 1 13Po' I-$ 'I'D DAM' II► INCH 13,IO' 4S1 EOOE / // 4,` 2.t157- i_"mG .DOLLv. E AM onm s M�rRM ORAL dl ' , OCTAL J 499 o-a0 NWY. \ _ mow- AA E i i 48.6' ' _SS ' © STOW PANEL � END STOWI PANEL PANELS 00 AP W% NLAMIED EDP _i MOttUM VIEW DETAIL A ROUNDED COMMER a ENDS OF PANEL'S 00 UP W/ NEILED EDGE. (N.T.9) 21x71Y1fae O WhI HEADER .I23' .790� 1+-;al& , 4b-2O .� 9nIO IHEWA mi �l*ME2.01 E .,Es• _-----5• MAW.__( l._./ADD•--I t� IUI HEADER 4O ® ANIii.E WITH STUD ® M�ER/�piE�wffE�}M ���NV OYitIRAR.J rup lop ECE 'r+ .574' .7w r- _ Aw• t 360' M'a .t55 .i 10' 12V � 414 304 SEES 1.4Gr1.06S' 10 3.SB6MQ• AMME O Is1' rI . tin, AW�.a4KFY HOLE WASHER 1ADa' LX) r-Aar © W fI TRACK ANGLE ® 3/81 or TRACT( ® FIAT PLATED STUD yAu°W¢epl°"sticL —{ .3400 WITH 3TS'R a A789 1 3'. • VC�� '� No. 44167 FLOINDA e1gtDIN6 CODE VOIG6 ICKEL TYI. berm N• OI MW' ie wr 9E a RWn ., 1E, 4m umm as 20 OW G&VA1NgD STM 1110RY E 3 QQ KEY HOLE 0 ie AT PANEL S /p ' PROTECTION PRODUCT! ITLTE C O EEEe. „M "R 6t 0 NA39WL6Y. USE We WIN W/OUT / sE ,. >A now- eIN7•Mi 76 e 30 9H•4)I9•-0I M MUM F9act W/ AOIN110NL H-, a,_,OWNW n,, aWWa,-,OI A • 79 oM NCMEL Tm j IV PL a) DOSS i CONCINDE NEGRanEn oolco TE A CHMDOE somm" am _ sum a iNeaw sD SOME 3/8-1- - • SEW I• WDE . MRES x Ifs' TH" ALUM. wx ON 1• .7 _=WSETICCO/ P.T. WOOD PAR SPACER • TRW 1• WIDE . VN6E9 . 1/0' yA�U�RS K IUSE ON I' . VNII rMM& GLARE[ AG10R• t 1 p�RR�6CRTMUWI°N 9)� Cain. LWK 901rAE , tCt- MTn L7)NCRRE SOCK %/.i LgDll OR WiS01 ,1i11i a A e 3 Mmr. mmooEp. 1Q ,Mol1 MWM. SECTION Y-Y arAl�13/a rrlAc �• I 1' YIP ,Rat gl�t,�16 � a ' IM6 i 3 e.lA • N14 �r� r�.• Ise IN r =_J I ��r• A CASE :PLANT 11J� •Aril) r.41r t SCAR[ 3/,ht' �iV K IAif�*� 1 � CASE a [PLANT ,p suLt 3/tb-, ! r Xr !i3 e i � 1N nNar r i C �[�PL�111 "S D I PLAN$ 29 ilM i - - 60EE ,• i OPDaI�WBROEL - M E0. . EDGE olsrAHIE D (SEE SCHEMUE ON SLEETS a at 9) wW,E ts.1 AID7E IDR r�9NATIDN DF �LT1016: TOP t BOTTOM MOUNTINrg CAN 9E comem MANY WAY TO so ANY 1:ASE E [PLAN1 MISTAlATHON. 9CXE ,M13/ PRODUCr]CV 1.-ATrn1v KWRTNn Zfi&= 2 2 2 TEST REPORTS• Large missile Impact food tests were performed under SSTD 12-98 standard as per section 1609,1.2 of the Florida Building Code. Uniform Static loads as per Section 1709.8.3, per ASTM E,330. Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 03111/02 witnessed by William R. Whiner, P.E., Boriz Moroz, RE, and Henry Hattem, P.E. and Report No. 0219,01-09, dated February 25, 2009, signed and seated by Edmundo Largaespeda, P.E. and Henry Hattem, P.E. Large misalle impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida Building Code. Test Report prepared by American Tasting Lab of South Florida, Report No. 1123.01-'10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. SCM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I OKMA 318, dated December 1, 2010 signed and sued by Jerry Jaciofeno. P.E. as per ASTM E-8. 23. 3TRi./GTURAL ENGINEERING CALCULATIONS* On 24 Gap Galvanized Steef Stone Parcel for maximum parcel length vs. design wind loa d, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 0&27113 (for this revision), signed and salad by Walter A. 11111t Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1809.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum paned length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Parcel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD I Standard. Ta.�4167 AT F 3 S. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 1S. of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shalt be as indicated on sheets 3, 6, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. & IIiATE_RiAL. CHARACTERISTICS AND SPECIFICATIONS• Shall be strictly In accordance with General Notes and Components Indicated on sheet 1 and 2 of IS, of Product Evaluation Document (P,E.D.), drawing No. 20-175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.173. 7. 1-11111111EATiONS AND CONDi1TONS OF USE• 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.). drawing No. 20.175 prepared byTiteco• Inc. and signed and sealed by Walter A. Tllli. Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of it* Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Wafer A. TdIR, Jr., P.E, (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). Z L_ wgnu D:) TtLTECO ADMON RECORDS % PEWREP2ORT,20-V A' AO N P SALVANUO STEEL STORM PANEL I/0-1701 REPORT k7�.�). 1/4. 2/4, 3/4. 4/4, 5/5. 7/5. iW/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, BW/11 t 7W/I1 ANCHORS: FOR CONCRETE SSE SCHEDULE ON SHEER a t 9 r MAX — FOR ROOD Ski SECTIONS ON SHEETS to t II 1• MN. O O V /�_'[ I I I I I I I T j (SEE SECT ORS AS` 3/32' --) 1 1/4. 2/4. 3/4. 4/4, 5/5, 7/5, s. -{ Ljkb,IW/10, 2W/10. 3W/10, 4W/10, 5W/10. 6W/11 It 7w/11 6/5 ANC OR& FOR CO. SE SCHEDULE ON SEER 0 41, FOR WOOD SE SECTORS oil SEER 10 t 11 REGULAR STORM PANELS In & Q ELEVATION N.T.S. 2.67' OWL oRSAP, .1 RAGE VALLEY) 1/4- 1 MAIL GM 44167 *I- 1/4' Mal. GAP OaMR lusq 6t. L E� 20 CAGE DAWA011M SIM STORM PAI41 W.1%„_ PROTECTION PRODIICiS. LLIC w R =4 A,om "AMoe-%* FAA AAIRR n 07/E•iEM9• IMM 21 t ►L 20-17G O 11- ,a ... N - -OVA"tt DME 3 IWM INSTALLATION DETAILS EQR REGULAR PANELSA C171 INTO EXISTING POURED CONCRETE OR CON,C BLACK STRUCIURES ��QtMEO AICHM FOR CONCRETE SEE SCHEDULE ON BEET a 211AXIED CONCRETECONCRETE BLOCK j a CONCREE a= Ccolp= OLOCR �— FOR TROD SEE SCIIONB ON SNBET 12 tioLq O AMOIRA{ IEO1ARm AIa,DA• IKWJ FD I Ilrt 0a o+awr--.,WAU wum L E a aYC *m 91aE7 E 01 •9M�DOW ail •tl y oUUt ail I _ � '. -- --._ _ f f -_- wta�ll MAX ED. I 1 I I � I,K �AMrI 11 � L ,ram ell' �rI ; 8 �y ti-soli .. - b �+iswEa,• I I E pµt�irsE.r — �i,`_ 9 1 1 I i M Or W •'lit st ARM W iLL ••LR �/9• �/{V yS 7/9y yyy (t { I twt :Yq'11Nu.MbC11 �RMO'4RS: E9MM t"' .d �ow Am 0 SCH (INDNAP. 1 ,awn. i f iGRIJ : I � ; I jI , & 6. a sra.Psa r r 7HAf I •�B NA•E--1 I ' OF •L• ; pr Mal, o.r..t�Wl ® M RyE 1• Mh. OF t j i MAW MY" ,- inn. _ANCRMM: TO LDMCEiE SEE SCHEDULE ON SHRT 0 I roR WOOD SEE SECTIONS CR SEU 12 i E E .At IELrVATM 1/4, AMA GP j 300' I 2.61' 111 t. ' 1 4• LW" MAT OK OAeRAP i WIaE ,FRLrO A,1010R6 6DaaoEn ! L_ AMGIORS , act 1/4' mAt / 9w9 as 9Gouu a j Delr p eta* 1) -__Now eM-oowNzoaHDRETE ail SEt:T10N A -A [T111D_1 `-- ,E 10 ,L,p, G' aEMM50 tACA 9NAE 3/34'-i N1J8ECL I NISI SGWE / SOWF 1 SCALE rcp A; Tul/r/� AA 'BEN nam sINtaw CODE vaivomy amAnone ZOM t Fina COIIWMATrW1 OF aeerleAts• ; No 44167 •0°°01L7R0 "t 20 GAGE GALYAMIED SiM SMRM PAMEL w►. E.D.W 0111011MIM (SEE SCHEDULE ON TO t BOTTOH LEouNrMrs CAN BE * * _._ -� T ! PRtITEi.T1ON p�3M SHEET 9) M ANY WAY TO SUIT ANT � 0 Z�y NIL i (y O EIIG. ARM LE atom Ld�• yE; RIO "A ' u E 4 7,IO R M 0")NI-76N FM (M,�7 20-176 A.. , I,- FGMW A7-IMNI OM6W NIA S1 A-000E1• • /tN7o1 wFLORIDA WIII A o - ow 4 of M N N Q N U O W C O .� V 4-0 CO U 2 5_ O 3 � O LLCIO 0 -0 ICU0 ICU > M E Q CIO0 CU !Z -0 . C C Q Q Z Z W J N N CWA N :W W en V O` d lid M m x N Q C L. NO 44 AV 3 aA d ) d w 4 io SOS u �o E O 6.7 i 0 �a CIO O CL t� U Z3 CCU O CLL 0 W a s>_ C/) ICU M W Q Z Z Q J t1 SHEET NO. SH 1a0 aeMat"°�. t3A. NNA fpLE tf1' t` NL M1NNao MULIJON StS�ULE ,. AR{ .. r6R - IW1uc a1fM1® fTJiE 3/Fi' Hare IAUILON WL ALep K DWALI tNro 1WMf PNEL6 M T0P caNE W�u.t RVPiD1tL�iaa : q�np�i)wTmM eF oPBgw. MaLwFlum 160MALLATM _ LLTMMTWK 1W S0Am 1/r - r U- WALM SPAUI (Ft) • REMM IA. IM WALIM . 4 4•-r x . 3 . +fs• >r-r To11I Yas'X. a/• + 4' ML4TALiAT10N � LLTfANATMIE 2W SCALM 1/4* . 1' 1. INSTALLATIONS ARE ONLY VALID FOR BUSDWG4 WITH A.S.O. DESIGN LOADS UP TO +55A -72.0 P.I.P. AND PANEL'S LENGTH UP TO a--W. R FOR NEW WOOD FRAME OOMSTIRCI)ON: WOOD MEMBERS TO SE SDVTH WN PINE NO. 2. W/ SPECIFIC DOOM OF 0.55 OR EW/N._ M MWlNTINOS CAN K ANY WAY TO SUff ANY amen Asaafe (eBE 1d111 7O4P), j 6dLJE 1/4• . 1- WALL MDUNTMNi fNSTAL1AitON WALL AND a= MOUNTING NiSTA "= SECTION T SCJM.E: 3/6' � i• - SCCr1061 2 SCALE: 3/6• - 1' AN11EN ON Lr: SAftT,r ft70s1 PANEL STLTEN WATYfATtlN I. LEE SAFETY STORM PANEL CAN K LOCATED AS AN END PANEL (PRIST OR LAST PANEL) M AS AN INTERIOR PANEL (MfY PAIL LOGiION M BETWEDI END PMELS). LIFE SAFETY PANEL$ A1AY OR WY NOT K MSTMAM ADJACENT TO REPLAN PNIELS (W/ M W/O RES" TRAgCS.) 2. LIFT SAFETY PMEL CONSISTS OF D.OW- OALWLN W STEEL STORM PANEL AS PER ('ALPONM/Td�» SHEET 2 Or ORNRORH. T "SELF m K INU MED OR WALLED FROM THE INSW OF S LIFE SAFETY ARE �IWS N @a SOTMU TWI TO THIS ommm tDMPONIXT K k6YALL® WALL OR FLOM MI FOLLOWING SECYVA I a �' �%•7 2 M T. AS TPELL AS CETAfs T a 2 am SHEET 14. �, ,•' � 4. Min. LENM FOR COMFONITc® a 1S'. 2WR _ C 004 ANSPAGWC FOR C0Ti1PCNW �YffIgMCE AT BOTTOM N BA+EN ON SCHEDULES L! 2, SHEET I4. COMPONENT ® MAY K PV MANEM OR RVX A1ML .q S. SEE WA" FOR OWAUAIM wo wom FRAME BULDRAiS ON SHEET 15. 'Y''•. a SEE SFE£T 4 FOR MAL APPUGIBLE M THE HECFSSM FOR THE INSTALLAIM OF SPACERS AT TRACKS INSTALLED ADJACENT AND KYOIID TO WUCOC/WOOD 9010S. � i- trrgh, 45o•-r lop 1NpN�q� i• ftw• A fRIM6 IAAININ TALI � 1' f/1W- Wm W- r , • �J .. �t)1V1� II�Y Gi. !Rraeaasa �e��s�afssfa.f� Rmw�s�la 11liti�ll�l�l0l�l�l{iiilllfil4 i WL" ON • N1111m1 ""I SW STORSOYME P,AtEl"ATM 1 1 L iLOOR cn t Pi00R MDILNnwo WALL fauwrm cr�e OWALLAI M - ALTFrmam Are grAUATIONS - LL INAMI sw (SECTION AT HOP E ULBfm TO +656-1p.0 NAIL LRAM IN . 1" A.S.D. DOM on"PIPRESSM RATNi) P gelf NWe q,T A6 1. rr.se eea s N1M N,d1Y wawe r«4 *i'�i iw PM FLOOR IIO<YITBIO NOrTALL1TbN •- r1'I AAW SO1LL• Ile . V MINOR liiiiiiiiiiiiiii1111111111 �i wi yV+ 2/4. 2013/4 Ae4 L*11. 2: Tw/15 YEA Wj1q LEE SAFETY PYk14�Lp0A1gN TFAIt swry �iA PANEL L of TAPE (KE NOTE /Ni1Cm L. REAUAM PANELS W/ OR W/o am" TRACKS ' REIY PANEL --J mw 1 OPTION FOR BELO+O) ' � �PEfr flDl 70 K IALMB13 ALt11Yd K NWq[ORNW1/q,RF%R iWNME ill JJEF ME ELEVATION l0 ol$,tUOOe MebILWgN D' w�Wom TO BKTIUICZW NI M30M FM aM .SCALE 3/3r-I* 1/B Ys oAP ®®•• 1 N / R „ on SECTION B-B SCALE 3/3r r MAXIMUM A.S.D. DESIGN PRESSURE R&M 4p-m-C) AND CORRESPONDING k1=MUM PANEL LENGTH `*0 SGFIEDULE AIII.D ONLY POf PMNI Ara i/f7Y1AT"m m off se11n11R t 11WI to ON Yef14 a e . m IYNNq ESK �N W u 9OWIIg11 ""' w 1 +fss t2.o r-r Oft 1 Ile UNI 1 110U 1 R 7 {fed. -72A >r-r W r-r MY. 2 a/4• 1a,�061Pn 1 t,#10 a a : .sA. -ILO ar-e' m n•-r LIe,. : 1f2' •�• s ♦43A -4s6 lr-Y oR Lm 3 1/r • Wflf/i7 a f a ,0 • UM of 1HY-Z 8S Na R Ne~ Al WI A I UNI of MAL nW M OILY PM PA N1 I M 0 S WALMIDW At arM 201111 1 TMN 7. ON YWne A A RL WND" ALU OE&M AV"a W,eAN MiM AS 0004 No ILL - a Vr f1Gil01q / � ,KWMRIIMtge, INN WNWW AW6 LLNBiN 1 (O.) III OF OM-ofe 0MN-41 FWWIWK POW 10 PAYAWE PLLX m CdApllf OOL'A[a m ceNOWtt: O m eMNW1c f m mNaW�c m o01neR r WA 1VA WA C WA •• IfM r Nl1 /LION) r r WA WA or r i' r r r 1 po11oN) r NfA WA WA r N/A r WA r WA +624 -710 r N/A WA WA r WA f- WA r N/A 2 TA0"m r-r on LETS r WA WA WA r WA r WA r WA 3 a 4 (1" an LEIS r r WA N/A r r r r 1' r 3 FWrtatl) r AA WA N/A r E r "A 41 N/A 7 (1OP) r r WA WA r r r r r { R 7 010TTOM) WA WA I2 Ifr 6 7/4` 12 7/2• f f/4• f 1/1• i 1/4' a !!1' f 1/{• a 2R SHIM 10 R 11 No MIaWM LWIAAM NOW WACRIS NO 1NN M MWREOAWA AILM TOR INS W1rl NOYK LM 1NW N TWE R WI M N6AeLMOS INN, II 0 11WK .aOPIO. SWAM OK MNU AK MI ORCO CN INS IM MAL FOR EA. Uri MA1tq gM WHIMAe W 0PINVIN 10 SIT PORIML MUM WAND OieeRD UNO MCUR N WNW W11WW MR SIGH NOW TM AT AMMNR LO & ANDM71/[ V" I!@ 1/49 / -. t/4TP f/4% UPWO le WI RNait rA amm wM a 1 3 3 3 2 ,p. a 4'•NummNN [ft.-* 00 3 s s 3 a x 1/1 eA1u CP1PM11 i-. 3 a f t/2 3 4 7 //! 1WSIL BIB now a 4• an r 11D TAD tm AS a1 is is is ra0on WWt III AT 1 rm TOR 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WffH AS.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP 70 W-B'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEieOM TO K SOUTHERN PIE NO. 2. W/ SPWFIC DO01Y OF 0.55 OR EOW1L inn A: BOTTOM MOUMRWS CAN K MM IN ANY WAY TO SUTT ANY sun jai TO2. 7 _ _ (• .r .1[•. •�. . III • . : al �•� 'rl; al ; ;- d.l •.ii � ,. 4•.' ..•Ili•; slow � LYaN [12 11r Ca c tO HOLLDD PAW 6 s Lew. n M amm &M MUM WAN 6-1.1NRpa1 WAA70N CF UP-W 110" RYNMR Mau 0Dow NDOMNE lWD SkCigNt / i oo1gNMON or T101 NNONM PYNf. umm -V TIU W 10 TO °� m Myp,� e16ac W W 55.4 -72.0 r N/A N/A N/A r N/A r N/A r N/A t a t 1'-0' OR LESS r 7' S.9' Y` i- 0• !• 1 (BOTTOM) +55.0 -nA 6' NfA WA WA r WA6' WA6' WA1 a 2 (TOP) S'-0' TO Y-r 7 1/2' +55.0 -nA r N/A NJA NJA r NfA /' N/A Ir N/A I a 2 (TOP) r-r TO r-r /' 4' r r Y• !` r d r 6' 1 (BOTTOM) MA Aid P1rsa1+ERip10 i (DR! a 8A' M 1b1 TOP K MiM} OISE 2 O1RID e Y Ws Rm w OF NNQotm PPPIJOAKE. ! of THEM 7 LENam t" +4e.2 -51.5 r r 4 T - 4 1, 2 (QQMAO 'r-r Olt LESS +52A -esx.. r r 4• 4" 2 (fOTICNQ r-6. OR Los +55A -72A 2 1/2- 2 Ilr 4' 3 1fr 2 (TRITIUM) r-r OR LESS +SSA -7L0 2 1/2' 2 1/2' N/A N/A 2 (BOTTOM) 7'-6' TO r-r +55.0 -n.0 I N/A WA S• 3` 2 DIUMM) r-6' 70 W-6" LOCATION AT DD PAW tji � I E ,,II-NTEWOR PANG -DO PANEL Sj MR -10= -Y MNn. DETAIL 2 FLOOR MOUNTII a INSTALL!T1ON CAMC BLE TO MHEDULE 2) SGRE, 3/tr - 1' UMMUM A.S.D. DESIGN PRE$*I `RQNQ (j6mAQ AND CORRESPONDING MAXIMUM PANEL LENGTH 'LN SCHEDULE (APrL6irreONLY TO XI I a 2 Bne.,:n rm Lim ..4„ , nWNP oArrn STSlrll m+ - - '-- �,� � rF� WMN MNMIa7N 70 Ells NML OON1a0N 14s4 -Ts,P r-r f 7/f' eNWim m ow is FOU MICHM TOE R won PALL f10efLAOg1N om Sm mw M O& UIMAM Mam wFL1 = IF10 MNMRI Oft WNW AN wioc 6 M " sON1AAE. Fa EA UM TOMN 6109= M SCHO" RmUCE MRHOf 11UOPi s tA1i.TPlYAq 1ALOAq MOM ON sago" of THE FULM" FACgNW: PlR NNW OPRN0IM m K POMMLL NEW fNwg11A O MN4 MMc M4M U L MOT K Nils %W MINfAI 1PAC0C iIOaWPIf FOR WCM AM= TOE Ar ANCHM'MO IppIM TWt 1/4'. 1/4h t 44 OeOPM Q 1fP�W1 3 eNA�I mown a,Mil. ANMM OWN 2 3 a 4 SAW-) INN, W 1 3 7 In 3 to 4 AMR es lEWslll 1 11 3• a1 ,m tm (VALID ONLY FOR PANELS AS PER SRCMO 1 INN) 10. ON SHEET $ 4. 5 a 6) A." 00W PINfaIIN &%I'm tP*1•) WITHIN ANOM 11FVCiq FOR EA.. 3 11r +• soc"m/ R NN CON7ANA7FY a lA.l iMtlaRNI PAI+O. LNTigM 1' 0W VVIXN CF TAP-tlAV Ctit-MI ►I RUM few" 0 PN6W1[ RJN 60W !Cf IQ foN1DN1e W � m ,aWrAx1E W eloaMar� m ofP+aEa W � W o0NG1OE m d.roNG�KfE m COI,ONIE m r � m aNaala W � 6- N/A N/A N/A 6' 11 6' R/A r N/A WA N/A I (T0P) 6' 4- WA N/A 0' Ir r r r r N/A N/A 1 (60TTOM) s' N/A N/A WA 6- N/A 6' N/A 6' III WA N/A 2 (W) r N/A N/A N/A 6' NIA 5' N/A 5' N/A N/A N/A 2 (BORON) 56A. -no r N/A N/A N/A 6` N/A 8• N/A 1' N/A N/A N/A 3 a 4 (10P) >-r-r M W-r OR LESS or `, N/A N/A r r 6• 6' 6' r WA N/A 3 (BOTTOM) 6' WA NfA N/A /' N/A r N/A r N/A N/A NJA I (M(-) 4' N/A N/A r r 6- r 6' r N/A N/A 4 Is 7 (BOTTOM). N/A N/A 12 1/r 6 1/4' 12 1/2- f 1/4' 6 1/4" 6 1/4` 6 1/A" 6 1/I• N/A N/A 5 (TOP/BQTTON} 60A. -SL3 WA N/A 12 1/2' 6 1/4- 12 1/2• 4 1/4• 6 1/4" 6 Ile 6 1/4- 6 1/4- N/A. N/A 6 (TOP/WMM) W -W 70. 11•-2• 65A. -72.0 NfA N/A 6 1/4- N/A 6 1/4- N/A / 1/4' 6 1/4. 1 //4- 6 1/4- R/A N/A 6 (TOP/1107TOM) -r TO 11--2- WA II N/A N/A WA N/A N/A N/A 6 1/4" 6 1/4- 6 1/4- 6 1/4' A S. 10 (TOP) -460 r 4- NA N/A N/A N/A N/A N/A 6' r 6 1/4' 6 1/4' 6 (BOTTOM) OR LESS r 4' N/A N/A N/A NfA N/A N/A /" r 6 1/4- 6 1/4- S (BOTTOM) 12'-0 ON LESS N/A N/A WA N/A N/A N/A N/A NfA 0 1/11 6 1/4- 6 f/4• 6 1/4" t0 (BOTToM) SK OMM 10. It AM 12 FOR NR3glls.ITPE A eMCM FOR 61111AUX i0N6 0110 HOOP Met SWAM DIOROON UE eM®III NOW SPAEf10 IN WAU10L10111 VI V Wft ON sMem" aF THE FMLOMq FACTORL RM TM OPWXM W K PONORL NMCm Woo 01WMGf LIM FAM SWL4 110T K LIMIT THOM MNMO IWACW BIOIGIO 00 CAM ANO,M TOE A7 A11MOW UMM now TIRE7/e. 1/4a 1/410 1/4W t 4"P 1/4S W►oM O Or.iAP ONN•il 1aLq•ar W. now 4trCm w a a a a 2 1/1 3 -4- 1r.N11 eN 3 7 3 3 D 3 IA WSAra y.,M 1rA 6fi 3 3 2 ,h 1.1/4 4 3'A ABM.0 I=mown PAtl*R 3• ixe to - 1Af m 3 , 'AD +AA 106 INSIALLAIMN INTO "Jdlwm PLAN DETAILS FOR REGULAR PANELS3 & EXISTING WOOD STRUCTURES 14-10 PMMIWIE PLUS (a 1r10 PR1EIaN1E PLUS O.C. Mom/ t 7 1., / 1 4' OG. ♦ 1 7!6' 1 EA 0.0, LO/ m Do, "m "LAW D16AMo � 1 VIM HEADER \ j * . b10Tf fRp e i f //.• QC Z i 7R0 • i i i I/i O.C. 7� _ ' ow IRO e � i t/4" RG 73o0p iW1L1Mle ` WOOO � � � 1 r i i YsN sl8°a ix M FOR TO� ` 1OR i 11R 1D31[aA54 M ; 3 jj 10 1 1 fa arm M iM W. wvmmN m ilAea , , ' MW PANEL LENUT1 --.�-._.. ,.-_.m_ Y- PANEI.I IxNOTIt =-�- -___ ._ - ._..11,�`__ MM. PANkI LD101N }T,� V4r-2Nn' ' (KE. NOTE 7} ,f4saNn• se¢. (3EE Hare 7) t/!'r-as,• (SEE NOtE 1) Y/i3�.! 1/A"+ 131/4•W 1�fM ! ' )I-'- 1 Mo f PAW B,oNM i ! -Y....� f Mgw1aOMMM aW/D,�r! i WIR,' OYOIN i OF F t � j . i vt=F Wa� sws • . ,2 1/r aL -..1 t 4.4 LY. 1iCllg03 2',M• raoo IEQIARfD 14-10 PANELWTE PLul lw rWOD PE4UM@ No. � M ) i II 1' 0.C. : 1 7Jr q 1 ` { ' 1 4Y La Scnm 0 [ lAOWq'M OF PLATE i 1 7 MD mm of PM C.C. S/AaOFADD W/ � = 7 7 WI. ml AT NgWOTI ✓ F PLATE /WJSE 3/D-1 ALX!MC'YE am 3/M1• so" MITI 1. I WALLATIONS FOR ALTO NATNES IN. SW a JOG' ONLY VALE) FOR WIDIDS WITH A.S.D. OEBGN LOAfOS UP 10 +43.A -41 O Ps.T. AND ..w1IN a T PAN ITS LENGTFI UP TO 12'-4' •�kQt k ,I L FOR PEW WOOD FRAME � WOOD MDAKRS YO K SOUTHERN � ••••••� �. ' •'': PINE NO 2. W/ SPO IC DENSITY OF OM OR EOIAAL. $ ' FLm" BIN am COK VI NM2rkono Zone rt1Yr FW COMBOL 7T0N Or NQ• 4 * maD ta71Lo Ne 20 BABE 6ALVANZED STEEL STORM PANEL WNiw W. TOP A BOTTOM MotANrwcs CAN BE COMOM IN ANY WAY TO SIR ANY *1 �i' -. I ! L E C O � 'i'S' �• WASIMU UWALLATION. F TIN, O,L:-•, FL Tii�. •. slow �ODWW �`�S) A 4•� ! , _. ft N.MNN, NsN#',M.w.. p6 a1 �. rL•NaMt. M,Oq egLLfPf-rJLf. MWLa+Nw•iM7 N�ww17 t CA•OWP7D - � iMMO ss V4y uD 1fWD1 � r or tV 1m7A Yw �PpR1Rtla I j ' ' e` �,jERNATIYE t ALTERNATIVE 2 ,,e��4w,.,r MMpW1t 1 I ( r EO m Eo ��� 8 01M. ALTERNATIVE 3 RNATIVE 4 /fe.yT PBRpy�g1 OR! 1 1!2• t/4�LaWY tnrq aRw NA1RWq W/ Vr. aoa a rs .roe aR , ,P-10 MPEufK TOM a a, ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS Pus • r 0& ■ 11/r - farad 3/1' - r P PeNnIMfg1/ m IgoD NWL SWAM TRACK! NO WOW FOR CLAIM WALL MOUNTING INSTALLATION SONG 3/r - /• im 1. DNTMJAM" AK OWV rLLq FOR •UNLN09A.U. VON AOEM LOAN UP To ♦SSA. -7LO I'd A10 PYtl'6 LD OTN UP TO r-r. L MR NEW WOOS L W/ NOONi11NEC OQRII'I 0 &m K mun1D6+ PDt Nw N s cn N -Cu O N V (D CL Q- O O C .� cu U "a N a-.• 0- C/) N a--• C =3 (6 O cu Cl) O O 0 O .cn Cn 0 L Q. C vJ Q N Nc N 0 N a LLN ems :Me- LA- y M C= L LA7 ca N -c O Ca 3 m °a as °7 2, c = c TO L) Q � m L = di i3 03 N •�.a �o a� L O SHEET NO. S H 1.1 swnohs ON SLEETS 17. 1& is ! 20) MAIL 3A/A7• %M. "a. sy17. 4s/f7. O✓M r MAL •ny,s• 7Ar/v ! Sw/D M/16,, 7w/,6 t I I. o 0 0 1 o o, 'A (� I i, I MAL M"" �Iy --- -- --- PANEL LENGTH (SM Sin 1 � t r C {.•-•.� �-POM NR R IFr! IPA AN, 3A/,7. tA/17. •A/,R 38/t7. M/17, •4HB, 3. i. �,,. 6Aw/1s. 7Aw/16 a 6rr/sD OR/tb 76r/ts s 66r/a0 1' -MICIIORS TOTE SECTIONS ON SIIEETS ». ,s, 19 ! 20) iOU- SCALE 3/1r-1' t/r trot or SECTION A -A ' No.44t87 MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION EBMTED DESIGN PRESSURE L 014) TO GLASSRATING (P.s.f.) (SEE SECTIONS)+55.0. -72.0 B'-8" 2 3/4' 2AW L. k-AORiO*•. P.E omR ILL= NM 20 GAGE GALVAPIM STEEL STORM PANEL ri. Rwm W. !AL PROTECTION PRODI1Lm LLC. r/apwR L E C O Ewa. who •ta n MXllwt 1r ANAP, NatM mom0INMa-0SM FAM �•pMjMR_MR7 20-176 M, +WA . a . a7i~er w IXIWllO tN, 1D10A P•�URyfa. P '• wlwT 14 Or m MIN • r D.e. N'B'iR WDm'eo m KM I FOR UEE SAFETY STORM PANIEL(b ELEVATION t LENGTH Ks. W/ NUT M ATM ALEN WALLNIIWAR sn•-,- IDLc SCALE MM 1. MPUAMM AM ONLY WAD I= BULN" WITH ASA. Dow COMM; UP W +UA -72.D PIIF AID MNML's U MM U• 10 2. IN HER W000 Mg COBIRUOgA WOOD MOM W BE SOUTHERN POIE N0. 2. W/ SPPCOIC DDG" Or D!6 OR EQIML. • •L L •: � BORE BIB O_L •:., �L INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1 4 UPCO/ ANCHORS 1 4' COM ANCHORS CHaANCHORS s 4. 7AFCOM 1 +' TACON ANCIIDAS roe ; !i/rae (firoe. r0r iPOURED PDMIED n01OIEOComm BLOCIt REOINIm 1 BLOCK IIWYRRp OR CII RCGARm _ ;114' 'le 1/4- . 1/4' • 1 j Lr, 1 1 i H j I I IAw ,wWPpl w � , tw roHWIaN P I � ,.. o.wrsl wit It i I It I I; T --Y ;, 1 az MIT IV LY ; l ItAIiW 1 1 1 ' I • i ,/4Y-2pJ/ms. as. w/ ! 1/2- - I , 4Y-l0aT�4'33, Y.6. w/ e.ej: lr � NUT W)SHO /6 w13/32 Uses kV RAM ANCHORS I TAPOOM ANCHORSn , . ,A.00N NKINOB , 4- TAPCa %4* i 4 1 "4 1/2' O.C. (WADWW W/ SRO) (sY000EO W/ am) � I • 4 1/2• D.C. RWUIJ " A0* CONCRETE EOIM BLOCK IEOURF ■ OROCONCIIEIOU'[ LLOdc 'ALL MQ QJ UALLAM D INSTALLATION WALL M01ILM QN WAIN MI ivviD=4M Sio SOME 3/0111• 6GIl 3/r-1- SCALE 3/D•-/'SCALE 3/r-,- r$is -am rtt It a so ® R000 C ! AI INK V4r• T NAME O R=& r ,PORK ataAM 1,.) 3 ,MUM ANCHOR SPMM NO WNRAY ' •''•L.'� Oa Osamu AIR MBHGRO ON VMS 'Mrwa.NR ,NN•AM aw 3 �.: .\ Gs.�•'' ; soma POW En I= THw 04== a "Mt.I •,�, w •y a V MORDA ■1.D.1K COKE VGNQKdftty Nun Sam" mm ANCHOR W COM IY MLVA M SWAM BONA a soma soft Y WSW = N0. * .Ras axco. AC 20 WAGALVANRED STEEL SIMPAiiL IN 11t PoLIDWMM FNOat FOR THIS }} " wpmvowO W R F we n IMAIRw t J• 7y* :. GLOBAL rtt-•.••rA.,.�. LLC. PNOIM OSMIIO ARA ACTOR SIRL IIOY a t/a' _ Z w Ia6 THIN t*I= Ir VACANT NOMWro tm 5'�� . R10 .,,� 1 L E C O Ewe. «aa D.. N RRIOU roR tPN21 ANCHOR TwU a Ra aWISAE r 4•ry -•E� • , - �ir.�lc4ri: : '::'C. u R. r'R� w ar A,elc ee.r.."�_.eu not a..r.�... WALL MOM MI'ATM if WREURLYFARN SCALE 3/r--1- MMS, 1. NSTALu1gN6 ON ONLY 1AUD MR NULL OKW PATH ASA. DO= UTADS UP 10 +553. -MA PSF NO PANEL'S LENGTH UP TO S'-r. 2. FOR HER WI I- FRAME CONSTRUCTION: W000 MEMBERS TD K SOUNWRN POE NO. 2, W/ SPECIFIC DENSITY OF DAIS OR EQUAL X124pr@ pw ,aE : ROsnU L ► I '/241► 4) - r� GAS«RE a" L ORBIa MHO) IWIUroR NWMU PI,BRON FNHS) M x Q• ••!!0a!' III 1 1 1 1 1 1 1 1 1 1 III 1 1 1 ABT NRM L A 4 wNw i N ZECTXW 3' ,wN, 2/24 1'/24 Q ®„--($,-, �peE NwE 3 owy (Nr onsccome'o amO"1MWIm >h- yf �' TJT1 V 1011%. Be 4 BELOW (� NORM PANEL T I_ L4W---1 Q ni 1, I 1 1111111 11 11111 11 11 11111(1 1111111 '`' ""x""= 1 111 11 1 1. 1 1 11111 fill 1 111 1 11 11 11111 141 1 fI I I i (a..w1,L t�.A: -•- � I 40 % L• MIT U2 REVERSED 'he TRACK O3 REYFRSED TRACK j w , �-.7e0•- L SEE N0E 4 MEtar--- a Btwr rx Fa WOs 1 y� • tY f AT WD IPwM' i'r"Eli) rOR /NIICwI[ MQeORk TQ IEERMR Arlr AT M0R a (aR®U as w/0®® SEE R¢HMM a WUFT m ,r • TYPICAL ELEUTION FORie AFAR HYOLE W WFyAIBLTCOS f:O.b6" Air i • UST MCEi (� W K NRML!ffi Ar EAdf aP0oN0 M.NAYBRSTSE FRDAOm w OPEANB S6RL .10K JYOS w: PTOIIBED w REAM HWDIE W FACGRAIE F PROM W K Allm FwM .,2r 3 .t2oH' - 0 OF SRW6K7NLIAKASM f10M - RN10E OF WwILTURE sONE .I• / .P z , •' ,H• w. w t/r A.. w ,/r M-. w Let, u... DAP ji MOVE= VIEW DETAIL • 2.000' �• 2000 -- - ROUNOED COMM B ENDS OF PANELS 1 a®W/ seyb ®' ® 1 ENO LIP W/ HEWED EDGE i ,]s' SECTION A -A SECTION 0- (rLTs) II �3or .t2D' 110" "-,• NR2Ef : sOWE )Var. t• '^2.000'� (TY11) _. I (1). BEFWO„fxe or sF7lrs ,COO: E - 2 HANG 510HM PO41 SYSTEM OO/SEWO OF PANEL + AT BTRACKS OTTOM % TRIP A, MA TE PLUS OR Ir LOW t[ � W. E - 2 HANG STOW PAHL SYSTEM CONSISTING OF PANEL + (2). 04 PANELS SIAf1 ALWAYS ■ W TM MHYl M MEANS OF 1 I �I'ILAw,YA- (2). jl0 PAELS SHIALl ALIIMYS I E CONMECI@ TO 801WY TRACK OTHERWISE A STOP BAR '� TE• USED wT/� TW= jMDID PATENS 4� ! 5 © Z'Y ' ANY. ANGLE �J ConL TCOMMS TOP A BOTTOM. TM•P/EDT STALL BE MO I AT TOP OF SUCH PANELS. // �r 8061-78 NUM. N1DY Q�d.,� W 125- (3). IF PANEL ARE K 401TOM TRACK. 00HN�X:TOF; STALL CONSIST OF q11 4 2013 11F10 AS 1 4 ♦ Ks. w 7 WING NUT OR 1 ♦ 0.3 4 MIN. TlIGGI■fA[[W T BOTWM Oi FA32131EAS Y A EITHER Oi 7W0 (3). NOII CASES MIEN FIND PANELS Al1E USE JORELY W/ ts' tDeO.® AT WLUR FIAT FLAMER OF END PANEL BUT DID PANES ARE HOf COmECT[D TO EIOTIOY CRACK 1A STOP BM WHALL BE PROVIDED AT TOP OF WNGH NAAFIS (4)L IN CASE THAT ENO PANELS AK NOT COMLCED To BO'ttOM RACK O.•. A STOP BAR (4)- FOR NBWAAYI M8 WHEN END PMIELS AND SOME sIMM MW ARE DIRECTLY ffi ONLY USED Ai A LEAST 7W0 PANELS SHAL1 KI CONNECTER TO BOTTOM TMGH rOLRitEO TO EXISTING SILL WILL N6W5 a P/Wfl,MA77��S,, ONE INTEROIe PANEL LOUR SPECS ISNCA ON NONE (3) ABOVE N SIICH CASE, CONNECTION O' PANELS SOY K USm JOWRLY W RRACK AT EOTTOY ATTACHING BOTT011 TRACK TO WALL 70 BOTTOM TMOK WW OCCUR A MM PMEL LOdiON. w/ . PA[DOEpAEELr�YGEG F �A�, (1y n i .066' (TyP.) �` '• :•�/j (S} SEE SECTION 1'. 3' k 4' ON SHEET N. BEE ANCHOR SCHEDULE ON WEFT 23. IA"O PEER TO 1 TO (2) B/ ME#M TMCIL E3 TFffiTM,LE.O 'fin °' ,lH: •''tilCEN,r"•;••.,!� �p A, Ti' I - St." THA2 AR' EMT !%I v (fQ IRE LEFT W now Wx aF NNINIIIOOOItltlI000RRR PMEL) .0w RFTANED W (�J #. NK. 4416E FIARIDN► tpNLDBRG CODE I►.1oa tluTYbam tons �?? JCEN t nocim A mum c m v NwrlcaN. 3' win.L- ?so'-- ACE OF tsaM nsa W. BARE GALVAM2ED STEEL S101R1 PANEL IRiw r: N0. 167 Taro lnsoo, sac 20 ow BALVAIM STEEL 1 11 PAN11 ter' �y�,.,,, ORI PROTEC ION r/s/mr *' .o; p r/s Q7 a" A (1 ALLL 4TIO96H �4>ys/ 11L IL E C O Ewe. FROOUCM LLC. OWL. IL E C O Ere.RODUCTS' ' - 4Rs O.W. 01 ntWr III LONG Hu M00awc•''il.i6a+�. 04 •. FLIT D*. � ! aME rL aaati 11• L Ar MA U,N. A ROM ONDos-Tw FMe ""Now -op 20-178 �, • Cs tl.. w, r a s LOGO PN)wA-Yw ff. M4)Ar-an 20- s063-78 AMC& ALLOY w.N , p,•tw . R , --,Mt m" r pwNw w. y s�ON L ~' y"�"'pAsy�Ij q°' RAwa AL W-OOWI$ IT &I Z P-L SIRw s r ■ ^HNI 'E A x.. PA fQl D INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES r TMCdI AtC/g169 1 r TAPODIN ANCHORS f • r D.C. �r O.C. POURED a.- coc c f oor rwErcC0N0�'E mox4 m Mal t ; I I 1 raj „ j` � r amaIAB EXIW9RJE•) I ; WWN tllle ! 1 1 1 ti i I I PEEL' � ".• I 14-1er/ PANELMTE PLY6 w/ i 14-1010 PANOWM PLUw/ /r.. 3/SY WIND HUT wAsmt i 3/3r WINO zG .%. • / 1/r D.D. CONCRETE BLOCK WAIL m At I AtIRN SCALE sn'-1'w.E 7/r-1' FAA. r!4ir No. 44167 FIA■DAA BIRLON■ COKE NlerrlolNHI sox. SATE 20 GAGE QALVANIIED STEEL ST010E PANEL 6ww a �'•, . OR r/aA/ms FS ....Al I�E O Ewe. PROTECTION PRODUCTS' LLC. oft IS Pao SA N saw Nx 41 ., laAr lYWlM(MHg10 74M ra N)MOO•D07 20-176 !.E 1GLA1MemMENeE D�-pp0)Is A' • mum HN A 91R X. PE - OelwT M M 70 �� ,���1 4'♦r Es sNxr w R ro ra MNIatoRs T1P0 A. �tMWa ou rNOM FOR ollwxAWOeM RIPD ROOa HUMP WMDOB. r ARWKR nNno a a �e�wDA'�"c w i aMr,� a n�E6 'N.RIAIn a.ww RJ a a lOIrIRt Pole t.0. tOO 1NW UNOAfO ON Rwtry u..r too a a Ih aolmuc H1wIeDE AMaMIt sNOM b rAMAINO SIAACGM W101N a Oalro14L A91YL (► INN r 11[ rauaroM R,CIOeIi PoIM WO t t 3• _ OPwOIOR W r FtaMseL N®urm arNOM aOaWHro D.D FACDII WMtu Nr y ,/r - - w utw nFw rMMAUI sRw•M o10oDw r PoR EACH AxatOe iW1E a IAMB SLIWBIAE ar -so essa is DRitMTOY MdIEg rtf E-2 NMI■ SI++MLA P16EL �rwLA 1. E-2 HAND SIORw PANEL SNDWN ON THIS PRODUCT EVALATON DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN LI) WARM PAIR MENT OF TAPCON ANCHORS AND PANELMAE FEMME 0 A, PAMI LMATE PLUS INTO CONCRETE ACCONLWICE WITH THE 2020 (FU, EDITION) OF THE ROMA BUNGING CODE.. BLOCN SHALL BE 1 1/4•. FOR AI1MD >V D RE01AWIND LOADS SHALL ■ISD■ C WHIM THESE SMIITEPS MR) TERMINED AS PER SEICTION 1420 OF THE ABOW MENTIONED COOL �) MOWN EMBEDMENT EMBEDMENT RIM ART MA70 SHALL ANICHOPS OWL BE R 7/6' Baro CONCRETE. A DRELTONMUIC FAC10N Kd-O.M. t19RRi AGCE 7-16 NO S AU NOT EXCEED 7HE MR)0MW (AS.D.) 1/4' 0-20 SS SMCMX BOLTS USED SHALL BE LONG ENDUMO QUID ANY FINISH WTENML OUT) TO DESIGN PRESSURE IOOINGS INDICATED ON SHEETS 28 B, 25. ENGAGE 3/4• INTO ANCHORS. IN ORDER TO VERIFY THE MOVE CONDITION. ACTUATE OEM WIND LOADS DES® W PER ASCE 7-16 SMALL SE FIRST REDUCED TO A.S.D. DESIGN RIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO BA) N CAN THAT PRECAST STOW. OR PRECAST CONCRETE PANELS BE FOUND ON THE OMM WALL TO COMPARE TIM W/ MAX. (GSA) DOM PIBSSRIE OXISM INCINED ON SNHBEIE 26 ! 26. ANCHORS WALL ■ LONG EIOLON TO REACH THE MAN WWCTIURE BEHIND SUCH xAEL.S. ANCHORAGE SHALL SE AS MENTOMED N B.1) AND N B.2). N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.6.0. AS IESTID WERE NOT OVER STRESSED, A 33X INCREASE N ML.OWAwE STRESS FOR WIND LOADS WAS N11L USED N THEIR AALYSIB. FASTENERS SPACING TO WOD HAS am DETERMINED N ACCORDANCE WITH NASL 2015. (C) �' BE INSTALLED FOLLOWING ALL OF THE REOMK OCAT O O AM SPECIFICATIONS OF THE AHCOR'S STORM PANEL'S AOEOWLY FOR IMPACT AND FATIGUE REMAMM HAS BEEN VERVEO N ACWpI WITH SEC7= 1626 a THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT % 2032. AS PROTOCOLS TAS-201. 11. R SHAL BE THE RES MIK" OF TILL CONmACtDR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE 04M SPATTER TAS-202 AM TAS-203, ISa TO ME PROPER AICIOIUIOi. TTRi SHUTTER SHALL ONLY SE ATFACMD TO CONCH L SLOCL 2. THIS SYSTIEW HAS SEEN DESIGNED TO ■ INSTALLED ON THE OUTSIDE OF THE OPENING ACOESSRk THE OPENING FROM THE oil WOOD PUK OULDOW. NM W/O THE ICE Of A LADDER OR LIFT. THIS APPLICATION ffi VAN WHEN M167ALIATION IS INTENDED TO BE PERFORMED 12. THE NBTALIATON COMTRACICt IS TO SEK/CAIRX ALL SNUTIFR ODIPON ENT EDGES WHICH Rom" IN CONTIGOUS FROM THE SIM OF STWCIUR£. CONTACT WITH THE BUILDING TO PRfl£NT WRO/W M INTRUSION. CAARN AND SEAL SLITTER TRACKS ALL AROUND FLU 3 SER[s 1000 INSTALLATION IS APPLICABLE TO STOLE AND DOUBLE HUNG STYLE WINDOWS WHEN RSWLAM IS REQUIRED TO ■ LENGTH. PERFORMED FROM THE ROM Or SIRUCILM 13. STORM PMEI INSTALLATION BALL COMPLY WITH SPECS INDICATED IN THIS DIAMOND PLUS ANY•BIILONC AND ZONING RECRATI NS PROVIDED BY THE ANDSOCRIOH WHERE MONT 6 APPLIED TO. 4. SIEGES 2000 INSTALLATION ffi APPLICABLE TO SINGLE NO DOUBLE TILING AND HIORQONTA SUOERS STYLE wNooWs WHEN OWALIATION ffi REOURED TO I E PERFORMED FROM THE INSIDE OF STAL CTU E. 14_ MMM g100W4 AND DOCK INC. E - 2 WYIG SMM PANEL SYSTEN 13 FWBIR Pow& 5. ALL ALLOWS," EXTRUSIONS 70 K SM-76 ALAI AM TEMPER. (UNLESS ONW MK NOTED) 1S. (D) THIS PRODUCT EOLLATON oO I"W ro.EGa PEPARED BY THIS ENGINEER Hs OEHEPoC AND DOES NOT PAWN NFOR AYIDN FOR A SITE 9PECIFiC PRWET. L- WHERE THE CODE CONDITIONS DE M FROM THE P.E.D. 6. ALL AWMNW SHEET METAL USER AT CLOSURES SAW,), HAVE 3108-N7♦ ALLOY. (6) CONTRACTOR TO ■ RESPONSIBLE FOR THE SIDWOON. PLRCHASE AND RLSTALLATON VaLlOMO LIFE SAFETY OF 7. ALL SIM SHEET METAL PANELS SOUL WE StRDTURAL QUALITY STEEL. AM A-653 GRADE 50 MA.. GALVMRZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVDEO HE/SHE DOES NOT DEMTE FROM THE COHORIOMS WARM ON !, DE701NTM W/Fy- SLS IOU (AFTER ROVED).. ren DoCWEM. comsm CTON SAFETY AT WIE B THE COVRRIIC/OR'S DY. L ALL sCRM TO BE STAINLESS STEEL 304 OR 315 ANSI SIErS ON CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (4) THIS PRODUCT EVALUATION DOCOIOIT WILL BE CONSIDERED IMAD IF MODIFIED 50018 w/ 50 let YIELD STREJNGTH AND 90 IMT TENSILE STRENGTH ! WALL COMPLY W/ FLORIDA KXDM 000E SECTION 2411.3A4. (•) SITE SPECIFIC PIOJOCTS SOUL BE PREPARED BY A FLORA REMUM ENORFER OR ARC6TECT RNCN WILL s. BOLTS TO RE ASTY A-307 OALIAM= STEEL. OR AIN 304 SEINES STARLESS STEEL WITH 36 lei WOO YIELD SIBEN TH. BECOME THE D+ .M OF MOOSE (E.O.R.> fdR flE PRQELT AO WHO WRL BE I�PONSISI,E FOR THE PROPER USE OF THE P.E.O. E7+GOHEFR of IIE.CORO ACRNr M A oEIEQATHD ENGINEER To THE P.E.D. ENGINEER, STALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: KOW TO INS LATTER M SITE SPECIFIC DRAYRM FOR KVIEN i� SO OOtREO (•) THIS PIZ SWILL BEM THE LATE AM OMOOM SEA. AND $M ATU E OF THE PROFESSIONAL ENSWEER OF - 1/4.0 TAPOON MCN4M AS MAtAUFAMRrD BY LT.W. BIMDEX. INC. (III. 1e-31.2 P.R.L) RECORD THAT PREPARED R. - 1/4" 0 X 7/r CAX-N ANCHORS, AS MAN1F'AOIURED BY OCIALT INC. (MIN. rg3000 PA.I.) 15 STORY PFFl MNIIFACTYNERTi tA■L SHALL BE LOCATED ON A READILY VISBIE LOCATION AT S7OIBH PANEL N - (I'a- PAND)AATE FEMALE 0 ! PANELIATE PLUS ANCHORS, AS IAAIIIFAL'IIIREb BY ELCO COISTRJCTIOI PRODUCTS. ACCORDANCE WITH SECTION 170 -6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL EE PLACES FOR EVERY OMMM (ra-3 '3.f0 P•W) LAEI M TO COMPLY WITH SECTION 1706A.2 OF M FLORIDA BUL■Ri COOS. Al) MINIMUM ENSEDYENT OF TAPCON ANCHORS INTO POURED CONCRETE BALL BE 1 3/4' AND 2• FOR PANELA"M FDAAF ID A, PANELWEE PLUS. A* WMW ON OMEW OF 1/4.0 X 7/0• CAX-IN ANCHORS WALL BE S 7/r INTO CONCRETE. NO EMBEDMENT RR0 ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4• 0-20 36 SOEMIAX BOLTS USED SMALL SE LONG T7OUGH(SHOIAD ANY FRM9M MATERIAL =0 TO ENGAGE 3/4' INTO ANCHORS. A.3) N CASE THAT PRECAST STOWL PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EflffiR/0 WALL OR FLOOR, ANCHORS SHALL BE LONG END" TO REALM THE MAN MIXTURE BEHIND SUCH PANELS. 44CMORW SHALL •�: • •VCEN�.'•.'� BE AS MENRED IN A1) AND IN A2). (B) m ETIffiTING LriY' ,E MRDac rl No. 44167 - 1/4. 0 UPOON ANCHORS AS WWNFWFLM BY IT.IN BMIROL INC. T'LDRIDN► TNUR.ONIK CODE w Hurricane - 1/4. 0 X 7/r CALK-01 ANCHORS. AS ►ANW MrR M BY DEMIT INC. (rtn-1500 PAL) ,. /k A•rw 1It•0° r1C '� GAGE BALVAN�K STEEL ST01■ PAIK'L r' - 114-10 PANELIATE FEMALE ID AND PRNELIATE PLUS ANCORL AS MAIUFACRIRM BY ELCO CO6TAULTION %. ► OWN PROOIC'IS (rm-2071 PAUJ .... c WwxPMWAMLMI EA 0- I ' , , 1 ' I ' p i ' a 1 1 Omit 71�Eaf j 8 r I+Y }- mFO"nwI" Hi NO MA•L ' T NR'( OaBRA ; OApA I 1 -I- �� " / � i r r ia• 6 1 wM A •row � � 1 ABI-'i. s WALL AND DOM MQWM OW NKHBs a 0 8 SIRE t AW L me. AroIMOBOt ,OUR YRr M Mtam ON lPmyIQL®A AR OR ""I"" TIR ON SHIFT Rx 0 w a MOM NR Saw � �a rn -mac DaRNa .1DEwL X T aH m " 0 SECTKNI A SCALE 3/4-1• SrAIt 3/6.1' N 2AW L. k-AORiO*•. 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CONCRETE BLOCK WAIL m At I AtIRN SCALE sn'-1'w.E 7/r-1' FAA. r!4ir No. 44167 FIA■DAA BIRLON■ COKE NlerrlolNHI sox. SATE 20 GAGE QALVANIIED STEEL ST010E PANEL 6ww a �'•, . OR r/aA/ms FS ....Al I�E O Ewe. PROTECTION PRODUCTS' LLC. oft IS Pao SA N saw Nx 41 ., laAr lYWlM(MHg10 74M ra N)MOO•D07 20-176 !.E 1GLA1MemMENeE D�-pp0)Is A' • mum HN A 91R X. PE - OelwT M M 70 �� ,���1 4'♦r Es sNxr w R ro ra MNIatoRs T1P0 A. �tMWa ou rNOM FOR ollwxAWOeM RIPD ROOa HUMP WMDOB. r ARWKR nNno a a �e�wDA'�"c w i aMr,� a n�E6 'N.RIAIn a.ww RJ a a lOIrIRt Pole t.0. tOO 1NW UNOAfO ON Rwtry u..r too a a Ih aolmuc H1wIeDE AMaMIt sNOM b rAMAINO SIAACGM W101N a Oalro14L A91YL (► INN r 11[ rauaroM R,CIOeIi PoIM WO t t 3• _ OPwOIOR W r FtaMseL N®urm arNOM aOaWHro D.D FACDII WMtu Nr y ,/r - - w utw nFw rMMAUI sRw•M o10oDw r PoR EACH AxatOe iW1E a IAMB SLIWBIAE ar -so essa is DRitMTOY MdIEg rtf E-2 NMI■ SI++MLA P16EL �rwLA 1. E-2 HAND SIORw PANEL SNDWN ON THIS PRODUCT EVALATON DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN LI) WARM PAIR MENT OF TAPCON ANCHORS AND PANELMAE FEMME 0 A, PAMI LMATE PLUS INTO CONCRETE ACCONLWICE WITH THE 2020 (FU, EDITION) OF THE ROMA BUNGING CODE.. BLOCN SHALL BE 1 1/4•. FOR AI1MD >V D RE01AWIND LOADS SHALL ■ISD■ C WHIM THESE SMIITEPS MR) TERMINED AS PER SEICTION 1420 OF THE ABOW MENTIONED COOL �) MOWN EMBEDMENT EMBEDMENT RIM ART MA70 SHALL ANICHOPS OWL BE R 7/6' Baro CONCRETE. A DRELTONMUIC FAC10N Kd-O.M. t19RRi AGCE 7-16 NO S AU NOT EXCEED 7HE MR)0MW (AS.D.) 1/4' 0-20 SS SMCMX BOLTS USED SHALL BE LONG ENDUMO QUID ANY FINISH WTENML OUT) TO DESIGN PRESSURE IOOINGS INDICATED ON SHEETS 28 B, 25. ENGAGE 3/4• INTO ANCHORS. IN ORDER TO VERIFY THE MOVE CONDITION. ACTUATE OEM WIND LOADS DES® W PER ASCE 7-16 SMALL SE FIRST REDUCED TO A.S.D. DESIGN RIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO BA) N CAN THAT PRECAST STOW. OR PRECAST CONCRETE PANELS BE FOUND ON THE OMM WALL TO COMPARE TIM W/ MAX. (GSA) DOM PIBSSRIE OXISM INCINED ON SNHBEIE 26 ! 26. ANCHORS WALL ■ LONG EIOLON TO REACH THE MAN WWCTIURE BEHIND SUCH xAEL.S. ANCHORAGE SHALL SE AS MENTOMED N B.1) AND N B.2). N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.6.0. AS IESTID WERE NOT OVER STRESSED, A 33X INCREASE N ML.OWAwE STRESS FOR WIND LOADS WAS N11L USED N THEIR AALYSIB. FASTENERS SPACING TO WOD HAS am DETERMINED N ACCORDANCE WITH NASL 2015. (C) �' BE INSTALLED FOLLOWING ALL OF THE REOMK OCAT O O AM SPECIFICATIONS OF THE AHCOR'S STORM PANEL'S AOEOWLY FOR IMPACT AND FATIGUE REMAMM HAS BEEN VERVEO N ACWpI WITH SEC7= 1626 a THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT % 2032. AS PROTOCOLS TAS-201. 11. R SHAL BE THE RES MIK" OF TILL CONmACtDR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE 04M SPATTER TAS-202 AM TAS-203, ISa TO ME PROPER AICIOIUIOi. TTRi SHUTTER SHALL ONLY SE ATFACMD TO CONCH L SLOCL 2. THIS SYSTIEW HAS SEEN DESIGNED TO ■ INSTALLED ON THE OUTSIDE OF THE OPENING ACOESSRk THE OPENING FROM THE oil WOOD PUK OULDOW. NM W/O THE ICE Of A LADDER OR LIFT. THIS APPLICATION ffi VAN WHEN M167ALIATION IS INTENDED TO BE PERFORMED 12. THE NBTALIATON COMTRACICt IS TO SEK/CAIRX ALL SNUTIFR ODIPON ENT EDGES WHICH Rom" IN CONTIGOUS FROM THE SIM OF STWCIUR£. CONTACT WITH THE BUILDING TO PRfl£NT WRO/W M INTRUSION. CAARN AND SEAL SLITTER TRACKS ALL AROUND FLU 3 SER[s 1000 INSTALLATION IS APPLICABLE TO STOLE AND DOUBLE HUNG STYLE WINDOWS WHEN RSWLAM IS REQUIRED TO ■ LENGTH. PERFORMED FROM THE ROM Or SIRUCILM 13. STORM PMEI INSTALLATION BALL COMPLY WITH SPECS INDICATED IN THIS DIAMOND PLUS ANY•BIILONC AND ZONING RECRATI NS PROVIDED BY THE ANDSOCRIOH WHERE MONT 6 APPLIED TO. 4. SIEGES 2000 INSTALLATION ffi APPLICABLE TO SINGLE NO DOUBLE TILING AND HIORQONTA SUOERS STYLE wNooWs WHEN OWALIATION ffi REOURED TO I E PERFORMED FROM THE INSIDE OF STAL CTU E. 14_ MMM g100W4 AND DOCK INC. E - 2 WYIG SMM PANEL SYSTEN 13 FWBIR Pow& 5. ALL ALLOWS," EXTRUSIONS 70 K SM-76 ALAI AM TEMPER. (UNLESS ONW MK NOTED) 1S. (D) THIS PRODUCT EOLLATON oO I"W ro.EGa PEPARED BY THIS ENGINEER Hs OEHEPoC AND DOES NOT PAWN NFOR AYIDN FOR A SITE 9PECIFiC PRWET. L- WHERE THE CODE CONDITIONS DE M FROM THE P.E.D. 6. ALL AWMNW SHEET METAL USER AT CLOSURES SAW,), HAVE 3108-N7♦ ALLOY. (6) CONTRACTOR TO ■ RESPONSIBLE FOR THE SIDWOON. PLRCHASE AND RLSTALLATON VaLlOMO LIFE SAFETY OF 7. ALL SIM SHEET METAL PANELS SOUL WE StRDTURAL QUALITY STEEL. AM A-653 GRADE 50 MA.. GALVMRZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVDEO HE/SHE DOES NOT DEMTE FROM THE COHORIOMS WARM ON !, DE701NTM W/Fy- SLS IOU (AFTER ROVED).. ren DoCWEM. comsm CTON SAFETY AT WIE B THE COVRRIIC/OR'S DY. L ALL sCRM TO BE STAINLESS STEEL 304 OR 315 ANSI SIErS ON CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (4) THIS PRODUCT EVALUATION DOCOIOIT WILL BE CONSIDERED IMAD IF MODIFIED 50018 w/ 50 let YIELD STREJNGTH AND 90 IMT TENSILE STRENGTH ! WALL COMPLY W/ FLORIDA KXDM 000E SECTION 2411.3A4. (•) SITE SPECIFIC PIOJOCTS SOUL BE PREPARED BY A FLORA REMUM ENORFER OR ARC6TECT RNCN WILL s. BOLTS TO RE ASTY A-307 OALIAM= STEEL. OR AIN 304 SEINES STARLESS STEEL WITH 36 lei WOO YIELD SIBEN TH. BECOME THE D+ .M OF MOOSE (E.O.R.> fdR flE PRQELT AO WHO WRL BE I�PONSISI,E FOR THE PROPER USE OF THE P.E.O. E7+GOHEFR of IIE.CORO ACRNr M A oEIEQATHD ENGINEER To THE P.E.D. ENGINEER, STALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: KOW TO INS LATTER M SITE SPECIFIC DRAYRM FOR KVIEN i� SO OOtREO (•) THIS PIZ SWILL BEM THE LATE AM OMOOM SEA. AND $M ATU E OF THE PROFESSIONAL ENSWEER OF - 1/4.0 TAPOON MCN4M AS MAtAUFAMRrD BY LT.W. BIMDEX. INC. (III. 1e-31.2 P.R.L) RECORD THAT PREPARED R. - 1/4" 0 X 7/r CAX-N ANCHORS, AS MAN1F'AOIURED BY OCIALT INC. (MIN. rg3000 PA.I.) 15 STORY PFFl MNIIFACTYNERTi tA■L SHALL BE LOCATED ON A READILY VISBIE LOCATION AT S7OIBH PANEL N - (I'a- PAND)AATE FEMALE 0 ! PANELIATE PLUS ANCHORS, AS IAAIIIFAL'IIIREb BY ELCO COISTRJCTIOI PRODUCTS. ACCORDANCE WITH SECTION 170 -6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL EE PLACES FOR EVERY OMMM (ra-3 '3.f0 P•W) LAEI M TO COMPLY WITH SECTION 1706A.2 OF M FLORIDA BUL■Ri COOS. Al) MINIMUM ENSEDYENT OF TAPCON ANCHORS INTO POURED CONCRETE BALL BE 1 3/4' AND 2• FOR PANELA"M FDAAF ID A, PANELWEE PLUS. A* WMW ON OMEW OF 1/4.0 X 7/0• CAX-IN ANCHORS WALL BE S 7/r INTO CONCRETE. NO EMBEDMENT RR0 ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4• 0-20 36 SOEMIAX BOLTS USED SMALL SE LONG T7OUGH(SHOIAD ANY FRM9M MATERIAL =0 TO ENGAGE 3/4' INTO ANCHORS. A.3) N CASE THAT PRECAST STOWL PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EflffiR/0 WALL OR FLOOR, ANCHORS SHALL BE LONG END" TO REALM THE MAN MIXTURE BEHIND SUCH PANELS. 44CMORW SHALL •�: • •VCEN�.'•.'� BE AS MENRED IN A1) AND IN A2). (B) m ETIffiTING LriY' ,E MRDac rl No. 44167 - 1/4. 0 UPOON ANCHORS AS WWNFWFLM BY IT.IN BMIROL INC. T'LDRIDN► TNUR.ONIK CODE w Hurricane - 1/4. 0 X 7/r CALK-01 ANCHORS. AS ►ANW MrR M BY DEMIT INC. (rtn-1500 PAL) ,. /k A•rw 1It•0° r1C '� GAGE BALVAN�K STEEL ST01■ PAIK'L r' - 114-10 PANELIATE FEMALE ID AND PRNELIATE PLUS ANCORL AS MAIUFACRIRM BY ELCO CO6TAULTION %. ► OWN PROOIC'IS (rm-2071 PAUJ .... c WwxPMWAMLMI EA 0- I ' , , 1 ' I ' p i ' a 1 1 Omit 71�Eaf j 8 r I+Y }- mFO"nwI" Hi NO MA•L ' T NR'( OaBRA ; OApA I 1 -I- �� " / � i r r ia• 6 1 wM A •row � � 1 ABI-'i. s WALL AND DOM MQWM OW NKHBs a 0 8 SIRE t AW L me. AroIMOBOt ,OUR YRr M Mtam ON lPmyIQL®A AR OR ""I"" TIR ON SHIFT Rx 0 w a MOM NR Saw � �a rn -mac DaRNa .1DEwL X T aH m " 0 SECTKNI A SCALE 3/4-1• SrAIt 3/6.1' N MIN • r D.e. N'B'iR WDm'eo m KM I FOR UEE SAFETY STORM PANIEL(b ELEVATION t LENGTH Ks. W/ NUT M ATM ALEN WALLNIIWAR sn•-,- IDLc SCALE MM 1. MPUAMM AM ONLY WAD I= BULN" WITH ASA. Dow COMM; UP W +UA -72.D PIIF AID MNML's U MM U• 10 2. IN HER W000 Mg COBIRUOgA WOOD MOM W BE SOUTHERN POIE N0. 2. W/ SPPCOIC DDG" Or D!6 OR EQIML. • •L L •: � BORE BIB O_L •:., �L INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1 4 UPCO/ ANCHORS 1 4' COM ANCHORS CHaANCHORS s 4. 7AFCOM 1 +' TACON ANCIIDAS roe ; !i/rae (firoe. r0r iPOURED PDMIED n01OIEOComm BLOCIt REOINIm 1 BLOCK IIWYRRp OR CII RCGARm _ ;114' 'le 1/4- . 1/4' • 1 j Lr, 1 1 i H j I I IAw ,wWPpl w � , tw roHWIaN P I � ,.. o.wrsl wit It i I It I I; T --Y ;, 1 az MIT IV LY ; l ItAIiW 1 1 1 ' I • i ,/4Y-2pJ/ms. as. w/ ! 1/2- - I , 4Y-l0aT�4'33, Y.6. w/ e.ej: lr � NUT W)SHO /6 w13/32 Uses kV RAM ANCHORS I TAPOOM ANCHORSn , . ,A.00N NKINOB , 4- TAPCa %4* i 4 1 "4 1/2' O.C. (WADWW W/ SRO) (sY000EO W/ am) � I • 4 1/2• D.C. RWUIJ " A0* CONCRETE EOIM BLOCK IEOURF ■ OROCONCIIEIOU'[ LLOdc 'ALL MQ QJ UALLAM D INSTALLATION WALL M01ILM QN WAIN MI ivviD=4M Sio SOME 3/0111• 6GIl 3/r-1- SCALE 3/D•-/'SCALE 3/r-,- r$is -am rtt It a so ® R000 C ! AI INK V4r• T NAME O R=& r ,PORK ataAM 1,.) 3 ,MUM ANCHOR SPMM NO WNRAY ' •''•L.'� Oa Osamu AIR MBHGRO ON VMS 'Mrwa.NR ,NN•AM aw 3 �.: .\ Gs.�•'' ; soma POW En I= THw 04== a "Mt.I •,�, w •y a V MORDA ■1.D.1K COKE VGNQKdftty Nun Sam" mm ANCHOR W COM IY MLVA M SWAM BONA a soma soft Y WSW = N0. * .Ras axco. AC 20 WAGALVANRED STEEL SIMPAiiL IN 11t PoLIDWMM FNOat FOR THIS }} " wpmvowO W R F we n IMAIRw t J• 7y* :. GLOBAL rtt-•.••rA.,.�. LLC. PNOIM OSMIIO ARA ACTOR SIRL IIOY a t/a' _ Z w Ia6 THIN t*I= Ir VACANT NOMWro tm 5'�� . R10 .,,� 1 L E C O Ewe. «aa D.. N RRIOU roR tPN21 ANCHOR TwU a Ra aWISAE r 4•ry -•E� • , - �ir.�lc4ri: : '::'C. u R. r'R� w ar A,elc ee.r.."�_.eu not a..r.�... WALL MOM MI'ATM if WREURLYFARN SCALE 3/r--1- MMS, 1. NSTALu1gN6 ON ONLY 1AUD MR NULL OKW PATH ASA. DO= UTADS UP 10 +553. -MA PSF NO PANEL'S LENGTH UP TO S'-r. 2. FOR HER WI I- FRAME CONSTRUCTION: W000 MEMBERS TD K SOUNWRN POE NO. 2, W/ SPECIFIC DENSITY OF DAIS OR EQUAL X124pr@ pw ,aE : ROsnU L ► I '/241► 4) - r� GAS«RE a" L ORBIa MHO) IWIUroR NWMU PI,BRON FNHS) M x Q• ••!!0a!' III 1 1 1 1 1 1 1 1 1 1 III 1 1 1 ABT NRM L A 4 wNw i N ZECTXW 3' ,wN, 2/24 1'/24 Q ®„--($,-, �peE NwE 3 owy (Nr onsccome'o amO"1MWIm >h- yf �' TJT1 V 1011%. Be 4 BELOW (� NORM PANEL T I_ L4W---1 Q ni 1, I 1 1111111 11 11111 11 11 11111(1 1111111 '`' ""x""= 1 111 11 1 1. 1 1 11111 fill 1 111 1 11 11 11111 141 1 fI I I i (a..w1,L t�.A: -•- � I 40 % L• MIT U2 REVERSED 'he TRACK O3 REYFRSED TRACK j w , �-.7e0•- L SEE N0E 4 MEtar--- a Btwr rx Fa WOs 1 y� • tY f AT WD IPwM' i'r"Eli) rOR /NIICwI[ MQeORk TQ IEERMR Arlr AT M0R a (aR®U as w/0®® SEE R¢HMM a WUFT m ,r • TYPICAL ELEUTION FORie AFAR HYOLE W WFyAIBLTCOS f:O.b6" Air i • UST MCEi (� W K NRML!ffi Ar EAdf aP0oN0 M.NAYBRSTSE FRDAOm w OPEANB S6RL .10K JYOS w: PTOIIBED w REAM HWDIE W FACGRAIE F PROM W K Allm FwM .,2r 3 .t2oH' - 0 OF SRW6K7NLIAKASM f10M - RN10E OF WwILTURE sONE .I• / .P z , •' ,H• w. w t/r A.. w ,/r M-. w Let, u... DAP ji MOVE= VIEW DETAIL • 2.000' �• 2000 -- - ROUNOED COMM B ENDS OF PANELS 1 a®W/ seyb ®' ® 1 ENO LIP W/ HEWED EDGE i ,]s' SECTION A -A SECTION 0- (rLTs) II �3or .t2D' 110" "-,• NR2Ef : sOWE )Var. t• '^2.000'� (TY11) _. I (1). BEFWO„fxe or sF7lrs ,COO: E - 2 HANG 510HM PO41 SYSTEM OO/SEWO OF PANEL + AT BTRACKS OTTOM % TRIP A, MA TE PLUS OR Ir LOW t[ � W. E - 2 HANG STOW PAHL SYSTEM CONSISTING OF PANEL + (2). 04 PANELS SIAf1 ALWAYS ■ W TM MHYl M MEANS OF 1 I �I'ILAw,YA- (2). jl0 PAELS SHIALl ALIIMYS I E CONMECI@ TO 801WY TRACK OTHERWISE A STOP BAR '� TE• USED wT/� TW= jMDID PATENS 4� ! 5 © Z'Y ' ANY. ANGLE �J ConL TCOMMS TOP A BOTTOM. TM•P/EDT STALL BE MO I AT TOP OF SUCH PANELS. // �r 8061-78 NUM. N1DY Q�d.,� W 125- (3). IF PANEL ARE K 401TOM TRACK. 00HN�X:TOF; STALL CONSIST OF q11 4 2013 11F10 AS 1 4 ♦ Ks. w 7 WING NUT OR 1 ♦ 0.3 4 MIN. TlIGGI■fA[[W T BOTWM Oi FA32131EAS Y A EITHER Oi 7W0 (3). NOII CASES MIEN FIND PANELS Al1E USE JORELY W/ ts' tDeO.® AT WLUR FIAT FLAMER OF END PANEL BUT DID PANES ARE HOf COmECT[D TO EIOTIOY CRACK 1A STOP BM WHALL BE PROVIDED AT TOP OF WNGH NAAFIS (4)L IN CASE THAT ENO PANELS AK NOT COMLCED To BO'ttOM RACK O.•. A STOP BAR (4)- FOR NBWAAYI M8 WHEN END PMIELS AND SOME sIMM MW ARE DIRECTLY ffi ONLY USED Ai A LEAST 7W0 PANELS SHAL1 KI CONNECTER TO BOTTOM TMGH rOLRitEO TO EXISTING SILL WILL N6W5 a P/Wfl,MA77��S,, ONE INTEROIe PANEL LOUR SPECS ISNCA ON NONE (3) ABOVE N SIICH CASE, CONNECTION O' PANELS SOY K USm JOWRLY W RRACK AT EOTTOY ATTACHING BOTT011 TRACK TO WALL 70 BOTTOM TMOK WW OCCUR A MM PMEL LOdiON. w/ . PA[DOEpAEELr�YGEG F �A�, (1y n i .066' (TyP.) �` '• :•�/j (S} SEE SECTION 1'. 3' k 4' ON SHEET N. BEE ANCHOR SCHEDULE ON WEFT 23. IA"O PEER TO 1 TO (2) B/ ME#M TMCIL E3 TFffiTM,LE.O 'fin °' ,lH: •''tilCEN,r"•;••.,!� �p A, Ti' I - St." THA2 AR' EMT !%I v (fQ IRE LEFT W now Wx aF NNINIIIOOOItltlI000RRR PMEL) .0w RFTANED W (�J #. NK. 4416E FIARIDN► tpNLDBRG CODE I►.1oa tluTYbam tons �?? JCEN t nocim A mum c m v NwrlcaN. 3' win.L- ?so'-- ACE OF tsaM nsa W. BARE GALVAM2ED STEEL S101R1 PANEL IRiw r: N0. 167 Taro lnsoo, sac 20 ow BALVAIM STEEL 1 11 PAN11 ter' �y�,.,,, ORI PROTEC ION r/s/mr *' .o; p r/s Q7 a" A (1 ALLL 4TIO96H �4>ys/ 11L IL E C O Ewe. FROOUCM LLC. OWL. IL E C O Ere.RODUCTS' ' - 4Rs O.W. 01 ntWr III LONG Hu M00awc•''il.i6a+�. 04 •. FLIT D*. � ! aME rL aaati 11• L Ar MA U,N. A ROM ONDos-Tw FMe ""Now -op 20-178 �, • Cs tl.. w, r a s LOGO PN)wA-Yw ff. M4)Ar-an 20- s063-78 AMC& ALLOY w.N , p,•tw . R , --,Mt m" r pwNw w. y s�ON L ~' y"�"'pAsy�Ij q°' RAwa AL W-OOWI$ IT &I Z P-L SIRw s r ■ ^HNI 'E A x.. PA fQl D INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES r TMCdI AtC/g169 1 r TAPODIN ANCHORS f • r D.C. �r O.C. POURED a.- coc c f oor rwErcC0N0�'E mox4 m Mal t ; I I 1 raj „ j` � r amaIAB EXIW9RJE•) I ; WWN tllle ! 1 1 1 ti i I I PEEL' � ".• I 14-1er/ PANELMTE PLY6 w/ i 14-1010 PANOWM PLUw/ /r.. 3/SY WIND HUT wAsmt i 3/3r WINO zG .%. • / 1/r D.D. CONCRETE BLOCK WAIL m At I AtIRN SCALE sn'-1'w.E 7/r-1' FAA. r!4ir No. 44167 FIA■DAA BIRLON■ COKE NlerrlolNHI sox. SATE 20 GAGE QALVANIIED STEEL ST010E PANEL 6ww a �'•, . OR r/aA/ms FS ....Al I�E O Ewe. PROTECTION PRODUCTS' LLC. oft IS Pao SA N saw Nx 41 ., laAr lYWlM(MHg10 74M ra N)MOO•D07 20-176 !.E 1GLA1MemMENeE D�-pp0)Is A' • mum HN A 91R X. PE - OelwT M M 70 �� ,���1 4'♦r Es sNxr w R ro ra MNIatoRs T1P0 A. �tMWa ou rNOM FOR ollwxAWOeM RIPD ROOa HUMP WMDOB. r ARWKR nNno a a �e�wDA'�"c w i aMr,� a n�E6 'N.RIAIn a.ww RJ a a lOIrIRt Pole t.0. tOO 1NW UNOAfO ON Rwtry u..r too a a Ih aolmuc H1wIeDE AMaMIt sNOM b rAMAINO SIAACGM W101N a Oalro14L A91YL (► INN r 11[ rauaroM R,CIOeIi PoIM WO t t 3• _ OPwOIOR W r FtaMseL N®urm arNOM aOaWHro D.D FACDII WMtu Nr y ,/r - - w utw nFw rMMAUI sRw•M o10oDw r PoR EACH AxatOe iW1E a IAMB SLIWBIAE ar -so essa is DRitMTOY MdIEg rtf E-2 NMI■ SI++MLA P16EL �rwLA 1. E-2 HAND SIORw PANEL SNDWN ON THIS PRODUCT EVALATON DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN LI) WARM PAIR MENT OF TAPCON ANCHORS AND PANELMAE FEMME 0 A, PAMI LMATE PLUS INTO CONCRETE ACCONLWICE WITH THE 2020 (FU, EDITION) OF THE ROMA BUNGING CODE.. BLOCN SHALL BE 1 1/4•. FOR AI1MD >V D RE01AWIND LOADS SHALL ■ISD■ C WHIM THESE SMIITEPS MR) TERMINED AS PER SEICTION 1420 OF THE ABOW MENTIONED COOL �) MOWN EMBEDMENT EMBEDMENT RIM ART MA70 SHALL ANICHOPS OWL BE R 7/6' Baro CONCRETE. A DRELTONMUIC FAC10N Kd-O.M. t19RRi AGCE 7-16 NO S AU NOT EXCEED 7HE MR)0MW (AS.D.) 1/4' 0-20 SS SMCMX BOLTS USED SHALL BE LONG ENDUMO QUID ANY FINISH WTENML OUT) TO DESIGN PRESSURE IOOINGS INDICATED ON SHEETS 28 B, 25. ENGAGE 3/4• INTO ANCHORS. IN ORDER TO VERIFY THE MOVE CONDITION. ACTUATE OEM WIND LOADS DES® W PER ASCE 7-16 SMALL SE FIRST REDUCED TO A.S.D. DESIGN RIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO BA) N CAN THAT PRECAST STOW. OR PRECAST CONCRETE PANELS BE FOUND ON THE OMM WALL TO COMPARE TIM W/ MAX. (GSA) DOM PIBSSRIE OXISM INCINED ON SNHBEIE 26 ! 26. ANCHORS WALL ■ LONG EIOLON TO REACH THE MAN WWCTIURE BEHIND SUCH xAEL.S. ANCHORAGE SHALL SE AS MENTOMED N B.1) AND N B.2). N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.6.0. AS IESTID WERE NOT OVER STRESSED, A 33X INCREASE N ML.OWAwE STRESS FOR WIND LOADS WAS N11L USED N THEIR AALYSIB. FASTENERS SPACING TO WOD HAS am DETERMINED N ACCORDANCE WITH NASL 2015. (C) �' BE INSTALLED FOLLOWING ALL OF THE REOMK OCAT O O AM SPECIFICATIONS OF THE AHCOR'S STORM PANEL'S AOEOWLY FOR IMPACT AND FATIGUE REMAMM HAS BEEN VERVEO N ACWpI WITH SEC7= 1626 a THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT % 2032. AS PROTOCOLS TAS-201. 11. R SHAL BE THE RES MIK" OF TILL CONmACtDR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE 04M SPATTER TAS-202 AM TAS-203, ISa TO ME PROPER AICIOIUIOi. TTRi SHUTTER SHALL ONLY SE ATFACMD TO CONCH L SLOCL 2. THIS SYSTIEW HAS SEEN DESIGNED TO ■ INSTALLED ON THE OUTSIDE OF THE OPENING ACOESSRk THE OPENING FROM THE oil WOOD PUK OULDOW. NM W/O THE ICE Of A LADDER OR LIFT. THIS APPLICATION ffi VAN WHEN M167ALIATION IS INTENDED TO BE PERFORMED 12. THE NBTALIATON COMTRACICt IS TO SEK/CAIRX ALL SNUTIFR ODIPON ENT EDGES WHICH Rom" IN CONTIGOUS FROM THE SIM OF STWCIUR£. CONTACT WITH THE BUILDING TO PRfl£NT WRO/W M INTRUSION. CAARN AND SEAL SLITTER TRACKS ALL AROUND FLU 3 SER[s 1000 INSTALLATION IS APPLICABLE TO STOLE AND DOUBLE HUNG STYLE WINDOWS WHEN RSWLAM IS REQUIRED TO ■ LENGTH. PERFORMED FROM THE ROM Or SIRUCILM 13. STORM PMEI INSTALLATION BALL COMPLY WITH SPECS INDICATED IN THIS DIAMOND PLUS ANY•BIILONC AND ZONING RECRATI NS PROVIDED BY THE ANDSOCRIOH WHERE MONT 6 APPLIED TO. 4. SIEGES 2000 INSTALLATION ffi APPLICABLE TO SINGLE NO DOUBLE TILING AND HIORQONTA SUOERS STYLE wNooWs WHEN OWALIATION ffi REOURED TO I E PERFORMED FROM THE INSIDE OF STAL CTU E. 14_ MMM g100W4 AND DOCK INC. E - 2 WYIG SMM PANEL SYSTEN 13 FWBIR Pow& 5. ALL ALLOWS," EXTRUSIONS 70 K SM-76 ALAI AM TEMPER. (UNLESS ONW MK NOTED) 1S. (D) THIS PRODUCT EOLLATON oO I"W ro.EGa PEPARED BY THIS ENGINEER Hs OEHEPoC AND DOES NOT PAWN NFOR AYIDN FOR A SITE 9PECIFiC PRWET. L- WHERE THE CODE CONDITIONS DE M FROM THE P.E.D. 6. ALL AWMNW SHEET METAL USER AT CLOSURES SAW,), HAVE 3108-N7♦ ALLOY. (6) CONTRACTOR TO ■ RESPONSIBLE FOR THE SIDWOON. PLRCHASE AND RLSTALLATON VaLlOMO LIFE SAFETY OF 7. ALL SIM SHEET METAL PANELS SOUL WE StRDTURAL QUALITY STEEL. AM A-653 GRADE 50 MA.. GALVMRZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVDEO HE/SHE DOES NOT DEMTE FROM THE COHORIOMS WARM ON !, DE701NTM W/Fy- SLS IOU (AFTER ROVED).. ren DoCWEM. comsm CTON SAFETY AT WIE B THE COVRRIIC/OR'S DY. L ALL sCRM TO BE STAINLESS STEEL 304 OR 315 ANSI SIErS ON CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (4) THIS PRODUCT EVALUATION DOCOIOIT WILL BE CONSIDERED IMAD IF MODIFIED 50018 w/ 50 let YIELD STREJNGTH AND 90 IMT TENSILE STRENGTH ! WALL COMPLY W/ FLORIDA KXDM 000E SECTION 2411.3A4. (•) SITE SPECIFIC PIOJOCTS SOUL BE PREPARED BY A FLORA REMUM ENORFER OR ARC6TECT RNCN WILL s. BOLTS TO RE ASTY A-307 OALIAM= STEEL. OR AIN 304 SEINES STARLESS STEEL WITH 36 lei WOO YIELD SIBEN TH. BECOME THE D+ .M OF MOOSE (E.O.R.> fdR flE PRQELT AO WHO WRL BE I�PONSISI,E FOR THE PROPER USE OF THE P.E.O. E7+GOHEFR of IIE.CORO ACRNr M A oEIEQATHD ENGINEER To THE P.E.D. ENGINEER, STALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: KOW TO INS LATTER M SITE SPECIFIC DRAYRM FOR KVIEN i� SO OOtREO (•) THIS PIZ SWILL BEM THE LATE AM OMOOM SEA. AND $M ATU E OF THE PROFESSIONAL ENSWEER OF - 1/4.0 TAPOON MCN4M AS MAtAUFAMRrD BY LT.W. BIMDEX. INC. (III. 1e-31.2 P.R.L) RECORD THAT PREPARED R. - 1/4" 0 X 7/r CAX-N ANCHORS, AS MAN1F'AOIURED BY OCIALT INC. (MIN. rg3000 PA.I.) 15 STORY PFFl MNIIFACTYNERTi tA■L SHALL BE LOCATED ON A READILY VISBIE LOCATION AT S7OIBH PANEL N - (I'a- PAND)AATE FEMALE 0 ! PANELIATE PLUS ANCHORS, AS IAAIIIFAL'IIIREb BY ELCO COISTRJCTIOI PRODUCTS. ACCORDANCE WITH SECTION 170 -6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL EE PLACES FOR EVERY OMMM (ra-3 '3.f0 P•W) LAEI M TO COMPLY WITH SECTION 1706A.2 OF M FLORIDA BUL■Ri COOS. Al) MINIMUM ENSEDYENT OF TAPCON ANCHORS INTO POURED CONCRETE BALL BE 1 3/4' AND 2• FOR PANELA"M FDAAF ID A, PANELWEE PLUS. A* WMW ON OMEW OF 1/4.0 X 7/0• CAX-IN ANCHORS WALL BE S 7/r INTO CONCRETE. NO EMBEDMENT RR0 ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4• 0-20 36 SOEMIAX BOLTS USED SMALL SE LONG T7OUGH(SHOIAD ANY FRM9M MATERIAL =0 TO ENGAGE 3/4' INTO ANCHORS. A.3) N CASE THAT PRECAST STOWL PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EflffiR/0 WALL OR FLOOR, ANCHORS SHALL BE LONG END" TO REALM THE MAN MIXTURE BEHIND SUCH PANELS. 44CMORW SHALL •�: • •VCEN�.'•.'� BE AS MENRED IN A1) AND IN A2). (B) m ETIffiTING LriY' ,E MRDac rl No. 44167 - 1/4. 0 UPOON ANCHORS AS WWNFWFLM BY IT.IN BMIROL INC. T'LDRIDN► TNUR.ONIK CODE w Hurricane - 1/4. 0 X 7/r CALK-01 ANCHORS. AS ►ANW MrR M BY DEMIT INC. (rtn-1500 PAL) ,. /k A•rw 1It•0° r1C '� GAGE BALVAN�K STEEL ST01■ PAIK'L r' - 114-10 PANELIATE FEMALE ID AND PRNELIATE PLUS ANCORL AS MAIUFACRIRM BY ELCO CO6TAULTION %. ► OWN PROOIC'IS (rm-2071 PAUJ .... c WwxPMWAMLMI EA 0- I ' , , 1 ' I ' p i ' a 1 1 Omit 71�Eaf j 8 r I+Y }- mFO"nwI" Hi NO MA•L ' T NR'( OaBRA ; OApA I 1 -I- �� " / � i r r ia• 6 1 wM A •row � � 1 ABI-'i. s WALL AND DOM MQWM OW NKHBs a 0 8 SIRE t AW L me. 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A STOP BAR (4)- FOR NBWAAYI M8 WHEN END PMIELS AND SOME sIMM MW ARE DIRECTLY ffi ONLY USED Ai A LEAST 7W0 PANELS SHAL1 KI CONNECTER TO BOTTOM TMGH rOLRitEO TO EXISTING SILL WILL N6W5 a P/Wfl,MA77��S,, ONE INTEROIe PANEL LOUR SPECS ISNCA ON NONE (3) ABOVE N SIICH CASE, CONNECTION O' PANELS SOY K USm JOWRLY W RRACK AT EOTTOY ATTACHING BOTT011 TRACK TO WALL 70 BOTTOM TMOK WW OCCUR A MM PMEL LOdiON. w/ . PA[DOEpAEELr�YGEG F �A�, (1y n i .066' (TyP.) �` '• :•�/j (S} SEE SECTION 1'. 3' k 4' ON SHEET N. BEE ANCHOR SCHEDULE ON WEFT 23. IA"O PEER TO 1 TO (2) B/ ME#M TMCIL E3 TFffiTM,LE.O 'fin °' ,lH: •''tilCEN,r"•;••.,!� �p A, Ti' I - St." THA2 AR' EMT !%I v (fQ IRE LEFT W now Wx aF NNINIIIOOOItltlI000RRR PMEL) .0w RFTANED W (�J #. NK. 4416E FIARIDN► tpNLDBRG CODE I►.1oa tluTYbam tons �?? JCEN t nocim A mum c m v NwrlcaN. 3' win.L- ?so'-- ACE OF tsaM nsa W. 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CONCRETE BLOCK WAIL m At I AtIRN SCALE sn'-1'w.E 7/r-1' FAA. r!4ir No. 44167 FIA■DAA BIRLON■ COKE NlerrlolNHI sox. SATE 20 GAGE QALVANIIED STEEL ST010E PANEL 6ww a �'•, . OR r/aA/ms FS ....Al I�E O Ewe. PROTECTION PRODUCTS' LLC. oft IS Pao SA N saw Nx 41 ., laAr lYWlM(MHg10 74M ra N)MOO•D07 20-176 !.E 1GLA1MemMENeE D�-pp0)Is A' • mum HN A 91R X. PE - OelwT M M 70 �� ,���1 4'♦r Es sNxr w R ro ra MNIatoRs T1P0 A. �tMWa ou rNOM FOR ollwxAWOeM RIPD ROOa HUMP WMDOB. r ARWKR nNno a a �e�wDA'�"c w i aMr,� a n�E6 'N.RIAIn a.ww RJ a a lOIrIRt Pole t.0. tOO 1NW UNOAfO ON Rwtry u..r too a a Ih aolmuc H1wIeDE AMaMIt sNOM b rAMAINO SIAACGM W101N a Oalro14L A91YL (► INN r 11[ rauaroM R,CIOeIi PoIM WO t t 3• _ OPwOIOR W r FtaMseL N®urm arNOM aOaWHro D.D FACDII WMtu Nr y ,/r - - w utw nFw rMMAUI sRw•M o10oDw r PoR EACH AxatOe iW1E a IAMB SLIWBIAE ar -so essa is DRitMTOY MdIEg rtf E-2 NMI■ SI++MLA P16EL �rwLA 1. E-2 HAND SIORw PANEL SNDWN ON THIS PRODUCT EVALATON DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN LI) WARM PAIR MENT OF TAPCON ANCHORS AND PANELMAE FEMME 0 A, PAMI LMATE PLUS INTO CONCRETE ACCONLWICE WITH THE 2020 (FU, EDITION) OF THE ROMA BUNGING CODE.. BLOCN SHALL BE 1 1/4•. FOR AI1MD >V D RE01AWIND LOADS SHALL ■ISD■ C WHIM THESE SMIITEPS MR) TERMINED AS PER SEICTION 1420 OF THE ABOW MENTIONED COOL �) MOWN EMBEDMENT EMBEDMENT RIM ART MA70 SHALL ANICHOPS OWL BE R 7/6' Baro CONCRETE. A DRELTONMUIC FAC10N Kd-O.M. t19RRi AGCE 7-16 NO S AU NOT EXCEED 7HE MR)0MW (AS.D.) 1/4' 0-20 SS SMCMX BOLTS USED SHALL BE LONG ENDUMO QUID ANY FINISH WTENML OUT) TO DESIGN PRESSURE IOOINGS INDICATED ON SHEETS 28 B, 25. ENGAGE 3/4• INTO ANCHORS. IN ORDER TO VERIFY THE MOVE CONDITION. ACTUATE OEM WIND LOADS DES® W PER ASCE 7-16 SMALL SE FIRST REDUCED TO A.S.D. DESIGN RIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO BA) N CAN THAT PRECAST STOW. OR PRECAST CONCRETE PANELS BE FOUND ON THE OMM WALL TO COMPARE TIM W/ MAX. (GSA) DOM PIBSSRIE OXISM INCINED ON SNHBEIE 26 ! 26. ANCHORS WALL ■ LONG EIOLON TO REACH THE MAN WWCTIURE BEHIND SUCH xAEL.S. ANCHORAGE SHALL SE AS MENTOMED N B.1) AND N B.2). N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.6.0. AS IESTID WERE NOT OVER STRESSED, A 33X INCREASE N ML.OWAwE STRESS FOR WIND LOADS WAS N11L USED N THEIR AALYSIB. FASTENERS SPACING TO WOD HAS am DETERMINED N ACCORDANCE WITH NASL 2015. (C) �' BE INSTALLED FOLLOWING ALL OF THE REOMK OCAT O O AM SPECIFICATIONS OF THE AHCOR'S STORM PANEL'S AOEOWLY FOR IMPACT AND FATIGUE REMAMM HAS BEEN VERVEO N ACWpI WITH SEC7= 1626 a THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT % 2032. AS PROTOCOLS TAS-201. 11. R SHAL BE THE RES MIK" OF TILL CONmACtDR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE 04M SPATTER TAS-202 AM TAS-203, ISa TO ME PROPER AICIOIUIOi. TTRi SHUTTER SHALL ONLY SE ATFACMD TO CONCH L SLOCL 2. THIS SYSTIEW HAS SEEN DESIGNED TO ■ INSTALLED ON THE OUTSIDE OF THE OPENING ACOESSRk THE OPENING FROM THE oil WOOD PUK OULDOW. NM W/O THE ICE Of A LADDER OR LIFT. THIS APPLICATION ffi VAN WHEN M167ALIATION IS INTENDED TO BE PERFORMED 12. THE NBTALIATON COMTRACICt IS TO SEK/CAIRX ALL SNUTIFR ODIPON ENT EDGES WHICH Rom" IN CONTIGOUS FROM THE SIM OF STWCIUR£. CONTACT WITH THE BUILDING TO PRfl£NT WRO/W M INTRUSION. CAARN AND SEAL SLITTER TRACKS ALL AROUND FLU 3 SER[s 1000 INSTALLATION IS APPLICABLE TO STOLE AND DOUBLE HUNG STYLE WINDOWS WHEN RSWLAM IS REQUIRED TO ■ LENGTH. PERFORMED FROM THE ROM Or SIRUCILM 13. STORM PMEI INSTALLATION BALL COMPLY WITH SPECS INDICATED IN THIS DIAMOND PLUS ANY•BIILONC AND ZONING RECRATI NS PROVIDED BY THE ANDSOCRIOH WHERE MONT 6 APPLIED TO. 4. SIEGES 2000 INSTALLATION ffi APPLICABLE TO SINGLE NO DOUBLE TILING AND HIORQONTA SUOERS STYLE wNooWs WHEN OWALIATION ffi REOURED TO I E PERFORMED FROM THE INSIDE OF STAL CTU E. 14_ MMM g100W4 AND DOCK INC. E - 2 WYIG SMM PANEL SYSTEN 13 FWBIR Pow& 5. ALL ALLOWS," EXTRUSIONS 70 K SM-76 ALAI AM TEMPER. (UNLESS ONW MK NOTED) 1S. (D) THIS PRODUCT EOLLATON oO I"W ro.EGa PEPARED BY THIS ENGINEER Hs OEHEPoC AND DOES NOT PAWN NFOR AYIDN FOR A SITE 9PECIFiC PRWET. L- WHERE THE CODE CONDITIONS DE M FROM THE P.E.D. 6. ALL AWMNW SHEET METAL USER AT CLOSURES SAW,), HAVE 3108-N7♦ ALLOY. (6) CONTRACTOR TO ■ RESPONSIBLE FOR THE SIDWOON. PLRCHASE AND RLSTALLATON VaLlOMO LIFE SAFETY OF 7. ALL SIM SHEET METAL PANELS SOUL WE StRDTURAL QUALITY STEEL. AM A-653 GRADE 50 MA.. GALVMRZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVDEO HE/SHE DOES NOT DEMTE FROM THE COHORIOMS WARM ON !, DE701NTM W/Fy- SLS IOU (AFTER ROVED).. ren DoCWEM. comsm CTON SAFETY AT WIE B THE COVRRIIC/OR'S DY. L ALL sCRM TO BE STAINLESS STEEL 304 OR 315 ANSI SIErS ON CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (4) THIS PRODUCT EVALUATION DOCOIOIT WILL BE CONSIDERED IMAD IF MODIFIED 50018 w/ 50 let YIELD STREJNGTH AND 90 IMT TENSILE STRENGTH ! WALL COMPLY W/ FLORIDA KXDM 000E SECTION 2411.3A4. (•) SITE SPECIFIC PIOJOCTS SOUL BE PREPARED BY A FLORA REMUM ENORFER OR ARC6TECT RNCN WILL s. BOLTS TO RE ASTY A-307 OALIAM= STEEL. OR AIN 304 SEINES STARLESS STEEL WITH 36 lei WOO YIELD SIBEN TH. BECOME THE D+ .M OF MOOSE (E.O.R.> fdR flE PRQELT AO WHO WRL BE I�PONSISI,E FOR THE PROPER USE OF THE P.E.O. E7+GOHEFR of IIE.CORO ACRNr M A oEIEQATHD ENGINEER To THE P.E.D. ENGINEER, STALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: KOW TO INS LATTER M SITE SPECIFIC DRAYRM FOR KVIEN i� SO OOtREO (•) THIS PIZ SWILL BEM THE LATE AM OMOOM SEA. AND $M ATU E OF THE PROFESSIONAL ENSWEER OF - 1/4.0 TAPOON MCN4M AS MAtAUFAMRrD BY LT.W. BIMDEX. INC. (III. 1e-31.2 P.R.L) RECORD THAT PREPARED R. - 1/4" 0 X 7/r CAX-N ANCHORS, AS MAN1F'AOIURED BY OCIALT INC. (MIN. rg3000 PA.I.) 15 STORY PFFl MNIIFACTYNERTi tA■L SHALL BE LOCATED ON A READILY VISBIE LOCATION AT S7OIBH PANEL N - (I'a- PAND)AATE FEMALE 0 ! PANELIATE PLUS ANCHORS, AS IAAIIIFAL'IIIREb BY ELCO COISTRJCTIOI PRODUCTS. ACCORDANCE WITH SECTION 170 -6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL EE PLACES FOR EVERY OMMM (ra-3 '3.f0 P•W) LAEI M TO COMPLY WITH SECTION 1706A.2 OF M FLORIDA BUL■Ri COOS. Al) MINIMUM ENSEDYENT OF TAPCON ANCHORS INTO POURED CONCRETE BALL BE 1 3/4' AND 2• FOR PANELA"M FDAAF ID A, PANELWEE PLUS. A* WMW ON OMEW OF 1/4.0 X 7/0• CAX-IN ANCHORS WALL BE S 7/r INTO CONCRETE. NO EMBEDMENT RR0 ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4• 0-20 36 SOEMIAX BOLTS USED SMALL SE LONG T7OUGH(SHOIAD ANY FRM9M MATERIAL =0 TO ENGAGE 3/4' INTO ANCHORS. A.3) N CASE THAT PRECAST STOWL PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EflffiR/0 WALL OR FLOOR, ANCHORS SHALL BE LONG END" TO REALM THE MAN MIXTURE BEHIND SUCH PANELS. 44CMORW SHALL •�: • •VCEN�.'•.'� BE AS MENRED IN A1) AND IN A2). (B) m ETIffiTING LriY' ,E MRDac rl No. 44167 - 1/4. 0 UPOON ANCHORS AS WWNFWFLM BY IT.IN BMIROL INC. T'LDRIDN► TNUR.ONIK CODE w Hurricane - 1/4. 0 X 7/r CALK-01 ANCHORS. AS ►ANW MrR M BY DEMIT INC. (rtn-1500 PAL) ,. /k A•rw 1It•0° r1C '� GAGE BALVAN�K STEEL ST01■ PAIK'L r' - 114-10 PANELIATE FEMALE ID AND PRNELIATE PLUS ANCORL AS MAIUFACRIRM BY ELCO CO6TAULTION %. ► OWN PROOIC'IS (rm-2071 PAUJ .... c WwxPMWAMLMI EA 0- I ' , , 1 ' I ' p i ' a 1 1 Omit 71�Eaf j 8 r I+Y }- mFO"nwI" Hi NO MA•L ' T NR'( OaBRA ; OApA I 1 -I- �� " / � i r r ia• 6 1 wM A •row � � 1 ABI-'i. s WALL AND DOM MQWM OW NKHBs a 0 8 SIRE t AW L me. AroIMOBOt ,OUR YRr M Mtam ON lPmyIQL®A AR OR ""I"" TIR ON SHIFT Rx 0 w a MOM NR Saw � �a rn -mac DaRNa .1DEwL X T aH m " 0 SECTKNI A SCALE 3/4-1• SrAIt 3/6.1' N DRitMTOY MdIEg rtf E-2 NMI■ SI++MLA P16EL �rwLA 1. E-2 HAND SIORw PANEL SNDWN ON THIS PRODUCT EVALATON DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN LI) WARM PAIR MENT OF TAPCON ANCHORS AND PANELMAE FEMME 0 A, PAMI LMATE PLUS INTO CONCRETE ACCONLWICE WITH THE 2020 (FU, EDITION) OF THE ROMA BUNGING CODE.. BLOCN SHALL BE 1 1/4•. FOR AI1MD >V D RE01AWIND LOADS SHALL ■ISD■ C WHIM THESE SMIITEPS MR) TERMINED AS PER SEICTION 1420 OF THE ABOW MENTIONED COOL �) MOWN EMBEDMENT EMBEDMENT RIM ART MA70 SHALL ANICHOPS OWL BE R 7/6' Baro CONCRETE. A DRELTONMUIC FAC10N Kd-O.M. t19RRi AGCE 7-16 NO S AU NOT EXCEED 7HE MR)0MW (AS.D.) 1/4' 0-20 SS SMCMX BOLTS USED SHALL BE LONG ENDUMO QUID ANY FINISH WTENML OUT) TO DESIGN PRESSURE IOOINGS INDICATED ON SHEETS 28 B, 25. ENGAGE 3/4• INTO ANCHORS. IN ORDER TO VERIFY THE MOVE CONDITION. ACTUATE OEM WIND LOADS DES® W PER ASCE 7-16 SMALL SE FIRST REDUCED TO A.S.D. DESIGN RIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO BA) N CAN THAT PRECAST STOW. OR PRECAST CONCRETE PANELS BE FOUND ON THE OMM WALL TO COMPARE TIM W/ MAX. (GSA) DOM PIBSSRIE OXISM INCINED ON SNHBEIE 26 ! 26. ANCHORS WALL ■ LONG EIOLON TO REACH THE MAN WWCTIURE BEHIND SUCH xAEL.S. ANCHORAGE SHALL SE AS MENTOMED N B.1) AND N B.2). N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.6.0. AS IESTID WERE NOT OVER STRESSED, A 33X INCREASE N ML.OWAwE STRESS FOR WIND LOADS WAS N11L USED N THEIR AALYSIB. FASTENERS SPACING TO WOD HAS am DETERMINED N ACCORDANCE WITH NASL 2015. (C) �' BE INSTALLED FOLLOWING ALL OF THE REOMK OCAT O O AM SPECIFICATIONS OF THE AHCOR'S STORM PANEL'S AOEOWLY FOR IMPACT AND FATIGUE REMAMM HAS BEEN VERVEO N ACWpI WITH SEC7= 1626 a THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT % 2032. AS PROTOCOLS TAS-201. 11. R SHAL BE THE RES MIK" OF TILL CONmACtDR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE 04M SPATTER TAS-202 AM TAS-203, ISa TO ME PROPER AICIOIUIOi. TTRi SHUTTER SHALL ONLY SE ATFACMD TO CONCH L SLOCL 2. THIS SYSTIEW HAS SEEN DESIGNED TO ■ INSTALLED ON THE OUTSIDE OF THE OPENING ACOESSRk THE OPENING FROM THE oil WOOD PUK OULDOW. NM W/O THE ICE Of A LADDER OR LIFT. THIS APPLICATION ffi VAN WHEN M167ALIATION IS INTENDED TO BE PERFORMED 12. THE NBTALIATON COMTRACICt IS TO SEK/CAIRX ALL SNUTIFR ODIPON ENT EDGES WHICH Rom" IN CONTIGOUS FROM THE SIM OF STWCIUR£. CONTACT WITH THE BUILDING TO PRfl£NT WRO/W M INTRUSION. CAARN AND SEAL SLITTER TRACKS ALL AROUND FLU 3 SER[s 1000 INSTALLATION IS APPLICABLE TO STOLE AND DOUBLE HUNG STYLE WINDOWS WHEN RSWLAM IS REQUIRED TO ■ LENGTH. PERFORMED FROM THE ROM Or SIRUCILM 13. STORM PMEI INSTALLATION BALL COMPLY WITH SPECS INDICATED IN THIS DIAMOND PLUS ANY•BIILONC AND ZONING RECRATI NS PROVIDED BY THE ANDSOCRIOH WHERE MONT 6 APPLIED TO. 4. SIEGES 2000 INSTALLATION ffi APPLICABLE TO SINGLE NO DOUBLE TILING AND HIORQONTA SUOERS STYLE wNooWs WHEN OWALIATION ffi REOURED TO I E PERFORMED FROM THE INSIDE OF STAL CTU E. 14_ MMM g100W4 AND DOCK INC. E - 2 WYIG SMM PANEL SYSTEN 13 FWBIR Pow& 5. ALL ALLOWS," EXTRUSIONS 70 K SM-76 ALAI AM TEMPER. (UNLESS ONW MK NOTED) 1S. (D) THIS PRODUCT EOLLATON oO I"W ro.EGa PEPARED BY THIS ENGINEER Hs OEHEPoC AND DOES NOT PAWN NFOR AYIDN FOR A SITE 9PECIFiC PRWET. L- WHERE THE CODE CONDITIONS DE M FROM THE P.E.D. 6. ALL AWMNW SHEET METAL USER AT CLOSURES SAW,), HAVE 3108-N7♦ ALLOY. (6) CONTRACTOR TO ■ RESPONSIBLE FOR THE SIDWOON. PLRCHASE AND RLSTALLATON VaLlOMO LIFE SAFETY OF 7. ALL SIM SHEET METAL PANELS SOUL WE StRDTURAL QUALITY STEEL. AM A-653 GRADE 50 MA.. GALVMRZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVDEO HE/SHE DOES NOT DEMTE FROM THE COHORIOMS WARM ON !, DE701NTM W/Fy- SLS IOU (AFTER ROVED).. ren DoCWEM. comsm CTON SAFETY AT WIE B THE COVRRIIC/OR'S DY. L ALL sCRM TO BE STAINLESS STEEL 304 OR 315 ANSI SIErS ON CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (4) THIS PRODUCT EVALUATION DOCOIOIT WILL BE CONSIDERED IMAD IF MODIFIED 50018 w/ 50 let YIELD STREJNGTH AND 90 IMT TENSILE STRENGTH ! WALL COMPLY W/ FLORIDA KXDM 000E SECTION 2411.3A4. (•) SITE SPECIFIC PIOJOCTS SOUL BE PREPARED BY A FLORA REMUM ENORFER OR ARC6TECT RNCN WILL s. BOLTS TO RE ASTY A-307 OALIAM= STEEL. OR AIN 304 SEINES STARLESS STEEL WITH 36 lei WOO YIELD SIBEN TH. BECOME THE D+ .M OF MOOSE (E.O.R.> fdR flE PRQELT AO WHO WRL BE I�PONSISI,E FOR THE PROPER USE OF THE P.E.O. E7+GOHEFR of IIE.CORO ACRNr M A oEIEQATHD ENGINEER To THE P.E.D. ENGINEER, STALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: KOW TO INS LATTER M SITE SPECIFIC DRAYRM FOR KVIEN i� SO OOtREO (•) THIS PIZ SWILL BEM THE LATE AM OMOOM SEA. AND $M ATU E OF THE PROFESSIONAL ENSWEER OF - 1/4.0 TAPOON MCN4M AS MAtAUFAMRrD BY LT.W. BIMDEX. INC. (III. 1e-31.2 P.R.L) RECORD THAT PREPARED R. - 1/4" 0 X 7/r CAX-N ANCHORS, AS MAN1F'AOIURED BY OCIALT INC. (MIN. rg3000 PA.I.) 15 STORY PFFl MNIIFACTYNERTi tA■L SHALL BE LOCATED ON A READILY VISBIE LOCATION AT S7OIBH PANEL N - (I'a- PAND)AATE FEMALE 0 ! PANELIATE PLUS ANCHORS, AS IAAIIIFAL'IIIREb BY ELCO COISTRJCTIOI PRODUCTS. ACCORDANCE WITH SECTION 170 -6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL EE PLACES FOR EVERY OMMM (ra-3 '3.f0 P•W) LAEI M TO COMPLY WITH SECTION 1706A.2 OF M FLORIDA BUL■Ri COOS. Al) MINIMUM ENSEDYENT OF TAPCON ANCHORS INTO POURED CONCRETE BALL BE 1 3/4' AND 2• FOR PANELA"M FDAAF ID A, PANELWEE PLUS. A* WMW ON OMEW OF 1/4.0 X 7/0• CAX-IN ANCHORS WALL BE S 7/r INTO CONCRETE. NO EMBEDMENT RR0 ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4• 0-20 36 SOEMIAX BOLTS USED SMALL SE LONG T7OUGH(SHOIAD ANY FRM9M MATERIAL =0 TO ENGAGE 3/4' INTO ANCHORS. A.3) N CASE THAT PRECAST STOWL PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EflffiR/0 WALL OR FLOOR, ANCHORS SHALL BE LONG END" TO REALM THE MAN MIXTURE BEHIND SUCH PANELS. 44CMORW SHALL •�: • •VCEN�.'•.'� BE AS MENRED IN A1) AND IN A2). (B) m ETIffiTING LriY' ,E MRDac rl No. 44167 - 1/4. 0 UPOON ANCHORS AS WWNFWFLM BY IT.IN BMIROL INC. T'LDRIDN► TNUR.ONIK CODE w Hurricane - 1/4. 0 X 7/r CALK-01 ANCHORS. AS ►ANW MrR M BY DEMIT INC. (rtn-1500 PAL) ,. /k A•rw 1It•0° r1C '� GAGE BALVAN�K STEEL ST01■ PAIK'L r' - 114-10 PANELIATE FEMALE ID AND PRNELIATE PLUS ANCORL AS MAIUFACRIRM BY ELCO CO6TAULTION %. ► OWN PROOIC'IS (rm-2071 PAUJ .... c WwxPMWAMLMI EA 0- I ' , , 1 ' I ' p i ' a 1 1 Omit 71�Eaf j 8 r I+Y }- mFO"nwI" Hi NO MA•L ' T NR'( OaBRA ; OApA I 1 -I- �� " / � i r r ia• 6 1 wM A •row � � 1 ABI-'i. s WALL AND DOM MQWM OW NKHBs a 0 8 SIRE t AW L me. AroIMOBOt ,OUR YRr M Mtam ON lPmyIQL®A AR OR ""I"" TIR ON SHIFT Rx 0 w a MOM NR Saw � �a rn -mac DaRNa .1DEwL X T aH m " 0 SECTKNI A SCALE 3/4-1• SrAIt 3/6.1' N c WwxPMWAMLMI EA 0- I ' , , 1 ' I ' p i ' a 1 1 Omit 71�Eaf j 8 r I+Y }- mFO"nwI" Hi NO MA•L ' T NR'( OaBRA ; OApA I 1 -I- �� " / � i r r ia• 6 1 wM A •row � � 1 ABI-'i. s WALL AND DOM MQWM OW NKHBs a 0 8 SIRE t AW L me. AroIMOBOt ,OUR YRr M Mtam ON lPmyIQL®A AR OR ""I"" TIR ON SHIFT Rx 0 w a MOM NR Saw � �a rn -mac DaRNa .1DEwL X T aH m " 0 SECTKNI A SCALE 3/4-1• SrAIt 3/6.1' N .0 _ L C N o N aN v a w N -omae N C 0. 0. Iv o � 4..NY d CL. � c w « a 3 ; eo su su .o v Oa •� c o c � +o 0 a � 0CL cu � N O U ■� VJ LJJ Q Z Z Q J a SHEET N0. SH 1,2� � N O U ■� VJ LJJ Q Z Z Q J a SHEET N0. SH 1,2� EDGE atll AM TV. own N IMWm EN L-ORAL A 9-0 CAW. K EDGE STORM PANEL -- - - CPU A - PKMMS WOOL E ONVAL2D ALAWO "M MY TO NONE W/ t/Y to N MA LEFT=9O Ma PIMEES D /I HI% IEawo EDGE :0.D5• r -•'- ' ISOMETRIC VIEW DETAIL A P- ROUNDED CONFER a EWOS OF PAWS END UP ill/ MEMAED EDGE. j I Alt•--t (N.TS) 2500- wel- ci a9 { I ,• .13r P.z70' r ..a25• .13s• I.Af .00, SO x©r HOLE WASHER 3105-14/54 ALUN. ALLOY MAX, 1 1 i 3lS• 2.000'L '-,RAY fE. 2.54r--� h.rtr t(IMP.)' I.00o'1 O my, OW HEADER ® w11• MENDER Q '1L' M. 10 s' Ma. ® ,EVE 1 • IIAX. MAL .374' ,---MOOD' 60ft-7B ALLOY .311 All ,.air• :COED• t ♦ � f � _ ® Z Q _ tTw) 1.'m1• Dao � ® ��p�A�1F �ALESE1�A.y�►,N5AW�� ® �I��� ©! (ueAe 3 xlot7 INIINUT PL iaANOLE AN LNOTH IEDIaE CONCRETE ANCHORS M 9Ae smarm a imam10) >rR,4n E Wr..o,Wll,r ,E) WWI 3/a-,' NOTE FOR COMBINATION pF V'YNM1c. E.D. - EM DISTANCE (SEE SCHEME ON TOP t BOTTOM MOUNTINGS CAN BE SHEETS 9 t 10) NOD IN ANY WAY M SUIT ANY INSTALLATION. CONCRETE LOCATION THROWN to) ANTE LEG OIASS. ON I. 3 A:.UiV 7 i/ ShllN ivinm Ai 11p1 W MRNOP tP+•W QRP� 70 !LIRA COIOI1101T IBLTOtA +eNAa -T5.3 7r OI LESS 2 9/Ir BOLTED • , , 2'. i'. 11. right t3'W +NO. -73`3 76. OW LOOS 2 71411• WOLIED • 4' At 4'W •mMFMRIN i1O11lI­ BOTIOM Of P� 11411. �•' R •R AT OWMW a 4•a F PWM tDWM AADOINGIN WNMN APICHM SPOCM FOR L a . 3 l/2• •• APHEAB2 10 ANY FpypM/MAN Of THEM LOOM POW 00 p, OL,E F. TAPoaANe MIME-" PNOLim rEhm 0 FNawn rue A COACK'tE W OONDNR 10 mNam A OaIGIO[ ed.0. -75.3 IY N/A 12' N/A le N/A 12• N/A V t r (TOP) is 11' 3'R tO• r 5' 4' S' 4' 1' ) 1Y s 12• 51 r r B• N/A N/A N/A N/A N/A N/A 12 1/2- 11• 2' (90TTOM) r N/A B ,/2 N/A 4 1/2' N/A 4 1/Y N/A 3• (TOP) IY N/A 9 I/Y- WA 9 1/2- N/A 3• (BOTTOWQ 1Y N/A IY N/A 12' N/A Ir N/A 4' (TOP) 12' r ,Y 9 lIr 12• 11• 12' 1 it- 4' (80TTOQ ♦ LOWED TO ee.0 P.ar. "0. DICTION PMAN MTNa a1E ow M FOR A,ICOR6 rtm A SPCMO FOR rla uArom em "M 1011E BLADED• $04M ANM >IAOM ,Me IO M EON WBWKE HE 1M.IW® pl 7Ha N NW PON EA. M 1NA/ / N OM O1 IN S FOLLOWING N HM M SPOM h MIIPNIONt 10 IS SHOWN pl !COUP C TE UrA FM POIU MR w/0 NIPBIeION A N POOBe1L RmUC® 9WIfJ16 MANED U9tC FACTOR SHAU ION BE LtN TWH No" WAOM $MUM INEACH MOM TYPE XF H'a = AIIBBB /ME t/4. 1/4. t/4 i 1/4% 1NSN OW1H•11 a ,h M mO 1ePMW a a a MaMd OIIWN•I 11O' o.lw W41A N a 3 3 a a a ,h a th 4 AMK fa IOIq 2 140 Im a1 till 1m 1m 1 + MMMO Ma BOUNCE SERUM BOTTOM OF PANEL 1 1/Y AID 10 E 1/r Yez 1 I ++ REOLWEf AM.. DISTANCE MAIM BOTTOM OF PNCL AIM ® 10 E; 3/,r 3/Ir MN. COMPONENTS FOR REGULAR_, WEE SAFETY & E-Z HANG STORM PANEL SYSTEMS WARE 1/2-1 ) --•---ls.,25• (TOIL WOR9 12.500• (Ei1lLTNE WOVE 1sL3'1� I 14Y-2W14- r--6 1/C (TYP.) .v i •37 ' .126' .T7-50•r ARM • e ,N• L . tar '-� I ONE L-,'"--j .12E 2O NO HEADER 3O •F" TR= O ANdE WITH STUD - -- vAiap e6E I CALtIA�1RED STEEL .J75• P e.e2a j 037s• 0 250 -P1a7N• PNM OR .375' I ." IF © aY MOLE �so"DM AT PANEL NNE SLEETLLIMON 6 TOR ASAWORONR ,-- 12r .tt3• I ; MY wm root NitALUMM CROi• MOOD SATUNS C pli A .Wr- j 1 ' 3.71sr 2 A "='I 750, .2 j ,_--2Om•-�• •,L TRACK © PANEL lI�B (1 Ile WR)El (USE ONLY FOR E-Z HWO CHIDED PANEL T SYSTEM) 4063-TS LLN. AUDIT REQUIRED. CONCRETE SHEETS t 1Ny-2Nr• i sa •aMs��gj I ... pR OaI OWc i• Mm. URN am 71 PANEL. Loom ON scium SHEEr 3) or TER StPAMTON 70 GLASS. mcc sGEDuE ON Sim 3) ( SM I SCHEDULE OR 1 i SHIERS 9 TROUGH 10 49 , 1/r LDN9 MAX. LMNBAN ��JJ EPIC'@! e 0 1/4- O.C. WILD FOR OONCKR E70STOIG I ( LL OE91BN AWD PANEL BR CONGER CLOCK J LIIWTl6 PER SHIET 3 EaAaD ,' MAR. LONG ALUWAM EER6 ACe 12 ,/Y D.C. (SEE TABLE Fl ON $HEFTS 9 t 10.) i/SPACERS IS OR UK xILE • n■ Ira Q ,►Ti ,.�vlll `l p 2m ,./ 2W'BIQABL T I 4'N'Sn a/•• y GLAIL LBO • jy I EVER OV A, L- EvwY OVEI AIP C N ! R g 8 / 'M- 4• W/ 1 41 NRD� a Ft L D I M T rNA�R V tD� 11i 11KAN T1Wz O0.G iliti LAO SOPM as w • ` wy (tf Y.4• O MR N. 2fQ0_D N MT OR OM T DCffALLgi pt/j1two �110NR� 17" W MOU OR am ON Z•*W ���� �Tp�Q�����T,�LF� SCALE 1/4•.l- �!' 1 PAW Fc4u: ,/4 -t' Am I. 04WAATNNS ARE ONLY VALID FOR SLEMM NOW ASH. DLPWOM LOADS U' TO +09.0. -7L3 FM AND PAAELS UNNOTH UP TO W-10 . g 2. FCR LAIN WOOD FRAME CONSTRUCTION, WOOD MOMM TO E 9WR4DAI B PIE N. L W/ wmm DOMY OF us OR EOAL OF -16 WILL AS PHNEE CONrA'C1ro1l tOYO 19ALWR E7) TYPENAt�B01'IBM tADN WED W MCm NEADLII T tom OR "M 1BSWON ORION4BET IY9Y,WND MDT[ b mlrAmN O �NTOP A TOP t 90TOM MWtNIM09 GO E CONOM N ANT 90ILC ,/r . 1' AW 1SiD SArc 14fIAOM. NOR : SMUMM Taom NOT 814 M FOR CLAIM ei o. .19N,,1 dN, r.. I A MAXIMUM PANEL LENGTH L+" OR "L-" (ft.) R VAXMN A.S.D. PRETFEII' EDAM (p.■3.) (+ PF CONCRETE N, W wP, WNTALLMM t + MIT rr-0• ra'-0• Sao rr-o' rr•-0• JAo rr=r wa• 30.0 r0=1r r0'-0' 4" t0-1• I'-4' 4S0 e•-e• r-r aaa e•-r• r-.• Sao r-r a•-o• ia0 r-r r-r ou 01-0• r-4• rao r-e• r-N, ri0 r-S. Bao r-2• r-r ma no i'-0• r-Y' MIT si r-0• roan 61-31 r-111 rm.0 01-31 r-0- 110L0 rra0 - r-1• Tree r-a• PW MAY r ewENff �cEN� No- 4 STA OF, END WBTM TNCYS m-ra1- p t n na D.M.. 2Q. _1 DIRECT I MMO AT ETCH DID* ® MAXIMUM PANEL LENGTH «4 L+" OR •L-" (ff.) 0 MWIW AGO. P MTNO CONCRETE i MRODD e1RHl/ODM9 t am 1i rr-r Rao rs-rr n-r 3aD rr••,e• 10=r 350 EO-w e•-r 411.0 e-a' e1-21 4A0 a-r e•-r aa0 r-r a•-r 6s0 r-3- ra• no a-0 r s• no ?,-r7-Y Tao r-s• 6=n• no r-,r r-r A.0 71-01 e1-51 we 7-0^ a•-Y 040 a -a• a -I' I" r-r a•-Ir to" r-ill s•-r ro3.o r-r a-4• rrCO - r-r- Irao - 4' -W rae MBRRIM SEPVACM TO IRAN 9OEDULE ' LENGTH RIND SPED 4 170 ay.A "IQ SPED > 170 Ni 04 umes RWm RLSWANW UWE MVAM RMIWAW 30 OR UM r r e• 6 1/4- N3 W 90 t' t' 7 1/2• 7 yr >N TO to .tl.IgMIW BAu- I4!AIATNA di LA!! A ARM" Luuku"LAn AVVYNFTEAu TOP 80110M Dow MDUR .1. HEADER V HEADER 1'5 MOVE P' TRACK FA,WAWK m Y ,' MaW BN - DIRECT MOST 4r 3r 1. 36• w Sr SO• 4 Si STUD ANAL Sr ]r 1. 3Y 4Y Sr 3r 6 r TRILaT sr 32• 1. 4r or er Of 1 sr M' Sr 3r W ss' Se• 1 W3t' 3Y 3r Sir Sr sr D.M.. 3O. . LAO emn • 5. O.C. W/ /2• AM. DOOM PDaTw3m OOSTM w m ME4", C•N. /,4.r SN.a • G 00 OF 0 '...I (SQ ORAL t/2a r-�• •�, B ,4Z4 NOR to 6EtOW) LAO SCAM • Mn. mowm D PDEIM7ON Wk. Yp- W00o FIAR rsaLwa MT 1/4'0 LAO SCREW • r O.C. W/ 1 1/2' Art, TNWAOM PDX MIOM TO a== WOOD 1EAOB. CyIA. 4'71- r wm tiev 1 C„NL �IMt' SALT f=3/- to E1e O `•-(B,w/7/DYV3/]2• t /4/`0AO9+ me r at- N AI. (2z r • 11AW'tAlt O NAIL w a a CAN ALlIiaOSNIwG AA lP SCIIE 1/{T t: 41a0 item NC. 20 DAt>i OAIVAMM STEEL STOW PAN! PA. ova W. L ETC O PROTEC110N PRODUCTS. LLC, °F/EVNN eAL. +..4AlA R i m.re0 . n, , PO m-Nn *k-4mn A 1WLA a, PL MOO LW S+ BWRT Mac LM.N 76 s FO,Oh01"4)No-sm 20-176 ON RS Now . 4 IURM M OF 91 2/4 1/4. 3/4. 4/3. 5/5 t 5/5 A 9GHrGIL 1W/k 2W/e. 3W/7 t 4W/7 Out r. ,., •�---- S1�1S mm 9. 16 ill) '----- '--�";: -6y-- o -7 e T1-1-r T- I �+ 46 {AlOLTED VAr41S B0.1W PANELS ma SmwWs AS Y.S. BOLT IN,a EA aEAIAP As �L1J SECTORS L 1�11 -- -- _tip. - -- - - - - - - -- - -- - Alt N- 1/4, 3/4. 4/5, 5/5 t 6/5 1• NNW J 2/4 T W/6, 2W/G. 31 t 4W/7 {- A40NM (SE SCHEDULE ON SHEETS A 70 410-.- -1 REGULAR STORM PANEL (1) ELEVATION v.• lAa Gw 2mr N.T.S. (HIM OAOI/P -, MlraL A/LLE'n ± T. SECTION A -A LT.S. Nam (1) L+: MOUN GLOW AX PAMM LOOM FOR A OVEN POWK ASA ESI4N LOW. L-1 WX. ALLOWAKE PANEL LOOM FOR A OAN NEWNE ALSO, MO Lao. 0D "mumuE A OMAM wx" max MOO OAN A POSITIVE A$A. OEM LOW. ENDOW MASON PAlel MM 1+• FROM $GO WHEN A rEWK ISO. DOGI LOAD. KVABE WAND Ala LDIM i--• PRO 10 FOAL WA" ALLIANCE PWQ LHBM B MO 70 THE *UK MTMWM HEEL L KT EM l+• LID (3) in Sam" BONDED POR UK PANEL 1J310111 FOR POROSITY GIIILlNOMIOA NSTHAAMM ONTO WOOD ARE I N= 7O A 95 W. MAX &&& BONA PMMM RUING ` 9. 10 t 11 FOR Ma. ALO. DEAN LOW t MAR. NAM LOOM nM a►AGFat 6A B ,Hie. * 44167 $`: a>� OF * O'0n ORIO� .g♦y -ylip�� �V f f/ 7' P°011 TAMM W- EEC*.... 24 UK OALVAMM STEEL STORM PANEL WAIN W. PROTECT= PRODUCTS 41m 6R e, 91Mm FIg16 tMN P}10MILTWNAW. R 'Pu+tA60N1.61R W /W�,a �wW� Ir , pW�HW-M11. w, .INN Q1-NW.NN .•.r 1mm"s u aL1 aM•N�0611,1>„ HCwAAU.. M M1,0 20-175 OMFww NN •INN 7 O M 4• W , ; ` INSTALLATION ' DETAILS FVIR REGULAR PANEL INTO WOOD STRUCTURES VOID ANCION - 'TOGA -(•E ^.,. SCN;DIXL ON MOM 11 - t r1-7YA• � .O 1a0 ARCH SCHEDULE I , 41•al- F ON SNOT 3) I �� ,, _ • 4 1/r er � E I MIA-0 a RED 2 I -1 PANEL LFIIQM 01� 1 /•' smu M ,sue ON MA1L y - N SWEET$eHIIj_FOR j I SPIER n, or 1 WOODD 1 ' ED �._ 1 j ,• MAX LONG A AASM SPACERS a 12 1/2- D.C. (SEE TALL , ON SM. IIJ 1 !"FOR LOCATIONS FOR SEPIANIONI; ; 1 t- jj� t• NNW` iwc 1 PANEL UDICTH PANEL La@m IsL'f 9 L aN �t 3) 1 ON SHEET 3) E---- iSg1E0LOL _ WE ,y - ON SWEET 3) I -RI S SCHEDULE a" MAILE OOR 1 wR (SEE ) K i F- --T'-"---8.._. { 14%-Mlw ---1---- E� - -__ sEPAaa" 1 uMM a+W17-4•) ppg,WG TO ONea. i I 6'1/3S i CIMSS� , PPLATERPALARFD E 1 N Ol BEET 3) jDIRECT Maw It 1 - WALE 3/0-1• SEE TOM /T ON SWEET II FOR MAX PANE. LONOMS t 1 e 12 1/2' D.C.... SOL AiO DESIGN WINDS FOR THIS OWMIATM. Eo MAX. I 111 e 12 1/2. O.c. 1 j I j _ VOW AIIFJtORS **.L • U I IEDIWIIE/ STUD ON 9EET ,» 1WM[Q M W N I t/r UIO A 2•.4• WDoo , f ' * i i (,) kvx we Now 1(DPIAA ONE t �WAMM Ii AM PLATE PLATE t1 ILSDW AALaW DUAIDIRY 1BIORm t 49 WINO N ,.1� ,D e,If 1„� STAOGEIFID W/ STUD O/ 9N@T 7 MW N RNIOOD 10 114, M W M T,W :CLOwY NE •.4• W000 TE ggORp,'p (O A N am rAou OWA40M M �N� NOE WBWE 10 at RMa YN[ N,tlp BAIL N 9NIp0 MWIMHW N 0 ,/r eG SWEET 11 OCECO 1N,L NOWOEOFN 1110N U IV, 0.O. eMOlt AIOWtO ON (1) ova" AN 00081 FIEtBAI[ Y4GA ,r OAMO ■ N0. -6 PAW. W SOL 24 OWN MAIL U9AM B AMR, W W W IWW OOBB W A woomm FM MIDI WML nINWe &LOW ON O) w3WIIC N0A1 FAILL 1BOIN ■ Ww lq. YT191A WALL MO NiA W 9oRW FWa • OLLr SCALE 3/B-1- <H , 1 NANO BIWIeA MVM� �W iM NILL E 4 WWO OR i WepWLIIR1AA A I eIVWWR w ,O Y TiV9• 9SCALE 3,7•`i 1Ar0 AN DmAA iWIAt NHL w N) MOWN Ale d a rwA FN 1te oriam me 1 2 AlO Epp Nn mE HO TiE 90I0 (7A 0111010 O TE RONaI t2, f .I�7 iO1Wi t Mg. IL MO>rs .............. Aus '•: r� • FLORIDA BUILDING CODE High vel"ttyNurYlaon• Zone) NOTE MR Coma(i OF SECTIONS: 1. INWAL ATION AM ONLY R M 7• No, 44167 ; am item W. 24 WIN OALVANZEO STEEL STd1M PANELDESIGN r�• PRESSURE pr: PANEL LENGTHS * : * :* owrN TOP t BOTTOM MOIINTNOS CAN K COMBINED IN ANY WAY M SUIT ANY AS PER SCRN:OUIES ON SWEET 3 (EXCEPT FOR ALTERNATE 2W) STATE - PROTECTOR LLC. IL ECONNe. ►�• "W" INSTALLATION. G •.ORIO smw MC7Af FL 2. FOR NEW WOOD FRAME CONSTRUCTION; W1000 'RS TO BIN SOUTHERN PONE SPECIFIC eoiv �4%""••"E1 Aa w.r A s3 "� I °N,W,-•,ra„"-P "W' "am m4wo-7"k rm 0")Bm-ww 20-T7S AtEM No 2. W/ OENSTtY OF 0-% OR EQUAL . a A. TRWAa N. a� �1X• P • WWHD 6 s a ,y1 n� �. •�1 ,R �,aTS. k E� Ii11•rl 1�1 E►, (C) m OSsrNG w0m fm aAMslC CR4L4!Y G. -AinI 1. S70RM PANEL SINOYM ON THIS PROOIA.T EWILUA7XN OOCNKNT (P.E.O.) HYK BEET VOfWtiD FOR COMPLIANCEIR ACCORDNCE - 1/4•0 T.M LWN ANCHORS. AS 1W JFACVL"M BY W, BORDER, SC. WITH THHE 2o2D (7LA EDRIGCOOS. THIS OF THE FLORIDA O LOM COTHIS III PANEL. SHILL MN BE INSTALLED AT HICH - /14-10 PAELWR FUME D AND PA4aAM7E PLUS ANCHORS. AS WANAACRIRED BY FLCO COMIGn C1WN PRODUCTS,MA VELOCITY HMWAK ZONES (N6-CIE / BWOWMRD COSFES). - 1/4'P LAC SCREWS PER N.D.S. DES" WIND LOADS SHALL E DETERMINED AS PER SECTION 1600 OF THE A90K MENTIONED COOS. FOR A BASIC woo - 7/,6•P . 5/6' WOW BUSW4. AS DISTRIBUTED BY ALL POIM SCREW. BOLT t SPECIALTY CO. SPED AS RDOIIRED BY THE AOMC" WHERE STORM PANEL WILL BE NSTALLED, AND FOR A OWKCOM4.L Y FACTOR 10.0.e5, URINE A$CE 7-16 AND SHALL NO DIMED THE MkURN (ASD) DEIGN PP SM RATNM VACATED ON SHEETS CA) MINIMUM THREADED PEW MIM MO MOOo Of IAPCON ANCHORS 9WL E 1 1/2' AND 2' FOR ELOO PAEUMM PLUS 3, t THM 12 IN 171. 10. NO PANELS" FEMALE ID. N CAM TO VERILY THE ABOVE C10FOMK MTWTE DESIGN WO LOMS DE ~IED PER ASCE 7-16 SHILL K FIRST REDUCED TO AS.O. DESIGN PRESSURE MAIM BY MULTPLVVM T1EM BY 00 N ORDER TO CADMIC THESE W/ W)t (ISO.) C.2) MINIMUMWM PDVRK" OF LAG SCREW. WTO THE 10'It PRAMS UNIT SHALL E 1 1/2•. NO THREADED DESIGN PRESSURE RAU= INDICATED ON 9EETS 3, 9 THRU T2 t 17. IS. PENETRATION INTO STLMOD SHALL E CO1MOn AS PART Or THE REOARfD THREADED PENETRATOR. IN ORDER 70 VOWY TOW MCHM ON THIS P.EO. AS TESTED WERE NOT OVER S,�'SED, A 33X INCREASE IN ALLOWABLE SIEGES FOR WIND LOADS WAS M USED IN TRW ANALYSIS, FA$TV4M 9MC00 TO WOOD HAS BEEN DETERMINED N C.3) WHOM EDGE DISTANCE OF LAC SMMIS. WTO W000 OVAL E AS INOIOV7m N THIS DRAWNC ACCORDANCE WOW N.D.S. 20M STON1 PNIELS IDEOLOGY FEW IMPACT AND WIND IE95TANE ,MS BEER MODIFIED N ACCORDANCE WITH SECTION 1lOa,2 Bc C.4) MNi►WIM TERETRL1oN OF WOOD BLISHIIWG OWL BE 5/r. 1/4' 0-20 sCaEW9 USED Stall E , 1/Z' LONG MRBAN NE THE ABOVE MENTIONED CODE AS PER AE16GW TEST LAB OF SOUTH FLORgEP A ROOM /0B,4OI-01 AND /0 1902-09, AS SHOULD STUCCO Ot6f, AND 1' YABAN TOR IiV15 WITH NO 91U000. PER SSM 12-90 NIL ASTM E 330-W STAt4YMS, AND AMERICAN TEPW LAB SOUTH RORIOIA REPORT /1123O1-10 AS PER TAS-201 NO TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED N ACCO WWM W/ SECTION 1004 Of THE C.5) IN CASE THAT PRECAST STOW - OR PRECW CONCRETE PANELS. S10000 OR WOOD BONDS SE FOUND ON THE DOPM WALL, HONORS SMALL E LONG ENOUGH TO REACH THE MAN 571WCWK BEtBD SUCH PANELS FLORIN SUILDM COOS. M04 ME Si E AS MENTIONED IN CA). C.2) t CA) z. ALL AUANOON OMWSIOIS TO BE 6O63-te ALLOY Me TEMPER. (UNUEn OTHERWISE NOTED). SEE SW 2 (0) ANCHORS SMALL E W19TALIID FOLLOWING ALL OF THE IEOOIIENDAlIONS AND 1. CA1GTDNg OF NNE ANCl/OR•S AANtIFACTIAER 3. ALL ALUMINA SA4EET METAL USED AT CLABURES 9HVLL HAVE 3105-HI14 ALLOY. 6. PANELS MAY ALSO BE NSTALLED MORMOMMLLY FOLLOWING INSTALUTM DETAILS SHOWN ON SCION 1 THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SWILL RIME SnRICTRAL OUIRY STEEL AMU A-6W GLADE 00 WOMAN, G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEAL XUO Ai Si NOT E USED. STEEL OMOM70N W/FY- 92.2 FM (AFTER ROl1ED). 9. IT 94ALL E THE RESPONSIBILITY Or THE CONTRACTOR TO VERBS' THE SOUNDNESS OF THE $TRITIUM MERE SHUTTER 5 TO BE 5. ALL SCREMS TO BE STIRRM STEEL 304 OR 316 AM SERIES OR DORR=M RESISTANT CONED CARBON STEEL AS PER ON winamATTACHED WNSIIRE PROPER AIICYORICE. THIS SHUTTER 94ALL ONLY E ATTACHED TO COMPETE. KM OR WOOD TONS SOD16 W/ 50 N VELDAND SWOGM A90 W TINS LE STRENGTH NO SHALL COMPLY W/ FLORIDA SUKOM CODE SECTOR 'TO 24t/.3.3.4. to. EACH REGAAR STORM PANEL WITH LENGTHS OVER W. AS PER SECTIONS 1, 2, 4, S. 6 AND ALTERNATIVES IS, 3W t 4W ON SNEETS 4, S. 6 t 7 KWtCTWELM• 91ALL HAW A LEOBLE AND READILY V4W MOOMO IBTWIXIM OWNER OR TONAW TO G. BONS TO E AS111 A-3W QLVAWZFD STEEL.. OR AN 304 9ERE5 $7ACAE95 STEEL. WITH>d Ott WO" YIELD StRENGt/l. sECLM PANELS WIN APPLICABLE REOWORCEMENT "M PAEMM OF NURWAK WARNING. 7. ANCHORS TO WALL SMALL E AS FOLLOWS: It. THE DWAUATION CONTR4CTOR IS 10 SEALAM N AL SINTER COMPONENT EDGES WHICH FMW*4 N CONTINUOUS CONTACT WITH THE PA -CM TO PKIflENT WPD/MN IRRUSM. (N - 1/4Y TAPCON ANCHORS AS MANA'ACr%M BY I.T.W. BINDER• INC. (MAR. fc-3f92 1 12. SHORN PANEL KWALLAWN SHALL COMPLY SAW SPECS !INDICATED IN THIS ORAWWG PLUS ANY BLALOG AD ZONW. REGULATIONS - 1/4' • . 7/6' CALK -IN MCHOR5, AS WOWACROM BY EWALT NC. PROVIDED BY THE AA DCTION MHOS PERM, IS APPLIED TO. - 1/4•0. 3/4' SOLD -SET HONORS, AS OSYMM E0 BY ALL POLAR SCREW. SOLT i SPECIALTY CO. (ARM. fe_30m P.11) 13. (a) THIS PRODUCT EYAL N ON DOCUMENT (Pi PREPARED BY ?HIS ENGINEER IS CDOW AND DNS NOT PR VOE WORwTON - 114-10 PMELIMTE FEMA E 0 t PANEU0i PLUS ANCHORS. AS ~ACRAED BY ELOO CMG-L,%TON PRODUCTS. FOR A Silt SPECOTC PROJECT; L4. WHERE THE STIR CONDITIONS DONATE FROM THE P.E.C. - 1/4•0 ZALAC W LN ANCHORS. AS WAWACTURED BY MVLT, NC. (A) CONTRACTOR TO E RESPONSBIE FOR THE SELECTXK PLM"U LAND OWNI M OULOG LIFE SAFETY Of THIS PRODUCT AI) mwwm EMAsOmpR OF TAPcOA mCwM INTO POURED CONCRETE 94ALL E t 3/4•t Y FOR ELCO PAEIMATE AND•'aED ON THIS PLEA. PROAED HiDOES NOT DEVOTE FROM THE CONORION$ DETAILED ON THIS DOCUMENT. CONSTRUCTION SNETY AT SIR IS THE CONTRACtC" FCWVNSM%M. t 3/1• FOR b111AC NMe/ HONORS. (1) IM PRODUCT flWL1ATON DMAWW VALL BE OO WDM WWW IF MOOTED. AIL) CYX-N t sOLD-SET ANCIIO6 OWL E EMBEDDED 7/6' Wt0 THE POURED CONCRETE. ND EMBEDMENT NM STUCCO SIMLL E PERATtO 1/4. 0-20 9=0 USED 9Wl E NG 1 1/2' LOW WO" SHOULD STUCCO EIUST, (d) SITE SPECIFIC PROJECTS SHALL E PR®ARED BY A FLORIDAREGSEPED E4MM OR ARCHOECT WOCH WILL MEDICINE THE AND ,' MO WNJM FOR WALLS 1NTH NO STUCCO. AHD MAY E HEADED SCREWS OR AL TIREAM SCMM W/O HEAD. OMOM O RECITE (E.O.RJ FOR TE PRWECT HD WMO WILL E RESPONSIBLE FOR THE BUT WITH WINO NUTS. PROPER USE O THE P.E.D. 6NlAMEER O REODRO, ACII16 AS A DELEGATED pDWEER N THE P.E.D. ENO CK WOU SUBW TO THIS UTTER THE SITE SPEO'IC MOM OS FOR REVIEW. A3) N CASE TWAT PRECAST SIDE• PftVAU CONCRETE PAaS. PAVERS, STUCCO OR WOOD BOARDS E FORD ON THE ERASING WALL OR FLOW. NITROUS SMALL E LOG E OtM TO REACH THE MAN STRUCTURE MM SUCH PAELS. (W) THIS ►.E.D. SHWL BEAR THE WE AND MGWNAI SEAL NO MMTAE OF THE PMVUMDW ANCHORAGE WALL E AS &VMONW N AI) MO IN A.2). ENGINEER O RECORD TART PREPARED R. (B) TO pQ$Ii�j'OBGBE.(F 9L'+'= WNi AS1u. C-90. 14. 9RRhF AWWFACRNER's LABEL NALL E LOCATED ON A WAXY VMS LOCATION AT STORM - 1E20 • TAPCON NKNOIK AS MMUFACTNED BY L T. W. BULDEV WIC. PANEL SHUTTER IN ACCORDANCE WITH SECTION ITM.9.2 OF FLORIDA OU DM COOS. ONE LAEL. K PUM FOR LhERY OPOICG. tVABEUNW 10 COMPLY WITH SECTION 1709.0.3 OF THE - 1/4' • . 7/a' Gilt -IN ANCHORS, AS M"WACTUREO BY OLVL.T. INC. FLCMDA BUILDINGC�SHALL - 1/4•0 X 3/4' SOLID -SEE HONORS, AS DISTRIBUTED BY ALL PORT SCREW. BOLT i SPECIALTY CO. - /14-10 PANEILMR FDALAND E 0 APMDA ATE PLUS Al 04M. AS ~ACRNED BY ELOO CONSTRUCTION - 1/4• a VAC NAM AHCHM. AS MANUFACTURED BY DEWALr. NC. aI) W"W EM MWff OF TAPcON ANC011A FLCO WXWATES AND ZAMAC WAN ANCHOR, Ur0 THE 'uCEIV ''•;�� FLORIDA BUNDIN(i CODE NOG WI to 2HNHI BLOCK UNIT 9ALL E 1 T/4•. can yV 9.2) CAX-IN t SOLD -SET MCHORS STALL E EMBEDDED 7/r INTO THE CONCRETE BLM UNIT. NO C %,44 7 am AN.aP.1c 24 CAGE QALVANIM STEEL STORM PANEL STUCCO OWL E PERCHED, 1/4• 0-20 SCPM USED SHALL E 1 1/2- LONG MINIMUM SHOULD COST, * "�o� AND /• MOCaAY FOR WYWC INRN rID STUCCO. STATE IL Sw,- N�VW Wrp � PRODUCM U.C. &3) IN CASE THAT PAF W STOW OR PMTAW CONCRETE PANELS, STUCCO OR WOW BOARDS E '2ORI !EXISTING WALL• ANCHORS SHALL E U)M END" TO ROACH THE MAN STRICTURE BEHND SUCH S........ 0• �A TM MNsa r.�... t+wS' Itl& •. Wm w+-+wl 4M LW. 51 1WIIm DOAK. a 31 RHWC B1D1M-,14A nYA tw•).H-elr 20-175 ANDWAGE 94ALL E Al ME RWHED M at) AD IN Ili /OIY P CV•OR OIMwR Ns INpI P.t N R A Jr. PL ^'•- fA4IT 1 r n INSTALLATION DETAILS FOR REGULAR PANEL (t-) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCNT[ BWCIroumEDt"cftw - �R FOUM CONCRETE m v EDUCED. RWLOOM CONCRETE ANCORS CONCRETE ETE ANCD86 POU DOSING RED (sws 9 THROUGH 10) 2 SHEETS 0 THROUGH 10) (-Z OONCIIETE OR { . PWOUWMGi 3 ArNrt•,,01 6 Y19 1/4• 1/2• �ma Ca7NCETE AGILE • 1 I/r cm (m SOHHEDUIF ON r•�' I 1 9E[1S 9 1M0001 10 I /J t9j, / ' ! i j •l i j 1TO I e I HNC OA ONCLASL TO MASL SHEETS EET 3) ---- PANEL LSD*MUOOM am $HIM E3) --- ; � (SE SCHEDULE I ' f ,ITN. 9EPARATON 1• M=. I 1 j ON 9EET 3) 0 I + i -•; SE � P SCHEDULE CONCRETE ANCORS __t. L-- (SEE xHEDtIL am , r----' == -_ �.- �:-. _ - oN 911Eft ]j I ON $HIM 3) sHWxTs 0 TNOLOH , 1 a ' MAX. 1 t CLAN 1 j EO. w •: irO.aa i 1 '� Lb. _ i } I I 1 COMCIETE CR 1 t 1/2' OG i 1 (A9 AWPLICIBLE) ' !���� �NIA001 tet 9r M CONCRETE BLOW j CONCRETE NICNORS 1 r-ow 9A. WWL w/ AR REOOINED• �_.�..-_�{ (SEE SCHEDULE OM "`W-"�T,4 • ,2 1/r C.C. 9VY�1EEi+ 0 T1wOLIOI to) I SET' NLYJC "I'EN SOtD LOCATION SET 4 ARE USED t�w m � CGNCHKR BLOCt ALILTA E C =Ellj POLED CONCRETE COICEIE /IIGIOIK ' �n REGLOOM ANCHOWE RS EDULE ON CONCRETE BLOCK M M MKD. SGOETRD W/ 0R�•P SHEETS 9 THROUGH 10) SISM, O MROUGH(SEE 9mm" CH 10) NUN y2mm MOLINIT 90ALE 3/MI SCALE 7JM1' �� x�LE Eft A ..... 3L. ' CEN FLORIDA RODW (HOE NMrrI9Wno Zone . 44167 P1011 atIOA "` 24 GAK 9ALVANIM STEEL 4 11RM PANEL ova W. * IT E.D. w ' STATE 0 - IL E C O ERA . MOON PROIY 'Om PRODUCT'S. U.C. 1'. (SEE SfYNEDIKE ON tOp t BITTTOM MOUNTINGS CAN BE pt�'• J2OR1©T',: • • u H1w aA INN Ai R A� SHEETS 9 i 1D) COMBINED IN ANY WAY TO SUIT ANY 20-175 INSTALLATION. A�iI"WBI � Ww-+A• ,Nw1c ONyw-7C+C. YwA dN7IN1-NCF i0 •••••• OV-OON7,1 s a,. r MUM IN. ILal A 44 ►L • OW 40181 INSTALLATION DETAILS FOR REGULAR PANEL 61) INTO WOOD ALTERNATE LBB TBlEm IEGLC ls.. ACCOUNCY OF EXGTM MOOD REAM 70 BE GERM M BY EE REGISTERED!ENGINEER 9ORRIr7m WKULlAT10NL ANCHM SCEDU,E ON LTERMR (EE BLTIFDLAL ON I 1 s1.t• WOI Mae me 9EET tl) 9IET „) :;• 24m NOT Two`c. 1 WOOD -� 1 a/11 REGLAEO I , 4SW-an• Platwn i . 4, u 1 i waOD ATr310RE (SEE SCHEDULE 2• i min. SCHEDULE 1 ON MM - I i MHn. 9�W1TON m t%ASs. i 7I BL'01OiWNf" 11 A wA�OR 4h .L• .__ r (Sm scHEotAL ON SHOT 3} I , tnY•ao,• t• MAIL ._ _ O N'NT`NWUt® PARn LENGTH N S .---_ - -- - 9NB 16W 11NNa (9E SCHEDULE PANEL LE GTN (SEE socaus HaiWIWI 6ia 7•rj ON SLEET 3) 1 ON I 1 e0% or-V T OF Vj I I H I WAX 1 MAX 4 O 12 1/2' D.C. WWI I E0 1 -� - --I j • ,M oc -- 'RB" 2.4• WOOD 5 II NOW A C D1115 (SE SCHEDWF 3/4' ------.. R Noon ! ` £ SCHEDULE ON V SLEET 11) SHEET 11)----..- j Q3M AND SCALE 3/8-1- EWE 3/O-I- l�Ep A.T/4il 00 KF MOTE FOR COMBINATION Or sEcrlDNs: 1l� :' N0. 44167 FLORIOA • JILDING CODE h Veleft HwYNwn• ZOM 1, INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. TOP t BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (�COLD) LAID PANEL LENGTHS •q STATEDF • '�0' PAC" Z< 6ADE OALYAIMIEO STEE1. STOR11 ►ANEL cooF.Pa: COMBNED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SLATER 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD gN`• !`C0 /� N� PROTECTION PRODUCTS, LLC. "h7A9s MEMBERS 7p SOUTHERN PONE No 2, W/ SPECIFICINe. ORAL E aN U apt DENSITY OF 0.55 OR EQUAL AWNRMIH Itl Y 41w11111�A w ■w w�lZiA% � 4w nw 3INM K, fig. 3% NWB. !L $t420-175 Mac pIN)1N-ley na 0RGN1-Vw G%. . MOW" Haw N. PL ■Al/B014WNW/CW[ RDowyEIt PL NQM T a W N N CO N U N Q O O . C Ri U -0 -1 Q- ci ^� (D CIOw " V O cu vJ C C O � CD 0 Iiii .� -0 E O ^�^ y � 40 .� � U Q {'� ( / M 10__cp •G t" a Li O.0 O G.i C NO F, N m CG a Na O >_ 4A N O �a Q r N Y 32 m m H31 21. o a s cp d all a _ CZ o r > '¢a O La C2 O cn ^�♦♦B W VJ cu O Q CD U � o ■ V 4P cu ui Q Z Z Q J a SHEET NO. SH 1.3 s END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL (1) SYSTEMS 1 COPICNM IMRasry i .©� OR m am opt W I 2+m 11+,4 05 eea7-,e AIlOf tONI. MigL �t RrttxlWa /aka 1 a/a 1 2 "r TAPON S 1 i MLr t Km OF III _ _ AQUINO �• �'� l7Mp MOCK t/MII1gN . t24 a x 1/x•I 7 }� . .� rRMK 1 ryN/a�p -"V AAA 'L-11777 Her OAT AWAQ, , • •`• • 1 CGA ux LOMOpN 4 r • aM• m . tr oa WYIIES 1 r':;.; r IA a m< L eta 1 a,m 11iea alarr Polaea oallo.,s--_ .a tnmeKlL Y x 4' x .1 . ,------�-'�----- - )rTRAwm UM ALOIL MIT PLOW 01� i„'P1 rN•,IeOD PMIR To Colo. ALIM IMgE 2 +/2" ._mr... ; 1/4 1 MAAL GAP I/N • rog 4• • atr �o'm"L / AAH'w ATONE n .u.or CASE A (per) CASE B (PLAN) CASE C (PLAN) CASE D�PLAN) SCALE 1/4'-1' SCALE 1/4'-1• SCALE Ve-1' WALE 1/4•-1- CAII on om PARNemum nla f sx PouRm wol+taal ! V •O OR Olt ali wm ia► i0rta a ° r�us p([ 1 5 oa 21a tm00 ,,TeoOPBMIO al>9LIxi a 91�R s (UK PNGRi 1M[ AFMRMD M MRCIeLE w ! „) MS,tL* O � 0 BEYOND oM.catTc DMIOe7C Arw 1 oPD6Na Wm ") a YN' NOW FRAME 1 90-011MM5 1 ,1 W 3/4• Ymr. �L{ / IWORaWO RW a 1rHIRRS� 1 •© �® eOM 1 tIpNGO P.a m WILL (mETID, CAN Do 0l43 x . ao.'DSTAFLCE �•(����� j f1w•) S � 1 �www w wJ ,MA•w om nw CASE G (PUN) " wRa I R A, T. 0 /, SHALE 1/4-.1- na.a' •i'Rmc mL. • r u �w• EN�p� ., H(� VALID FOR DOW MOUW SWALLATON ONLY e CUM MO PANEL OWAAAUM AT WALLS III No. 441$7 SU AM LEVEL VARIATIONS WPM 3/4' FUDMOA BUILDM CODE Nm N,nrirnne, Zaa CASE E (PLAN) CASE F (PLAN) 4• WTd1, 0 24 111 6XVANIZED STEEL STtMM PANEL SCALE I/+'-1' �''•. ��ORID►• •k: wm W. SCALE 1/4'-1' Ny III sww MOO�ai tLg—F ft 4 20-175 T w... aIt�Ow aI-aN tHae. EMgLM-xsv. NHa dLL1E[L+n[ ►; � w. 4.--tAN wwNG M- 'aalRtaA Rti,L.Itr+►t 1tl1[, 1 O is (VALID ONLY FOR PANEL 10NSTALLAT)DNS AS PER ALTERNATIVES I T RU 4W. ON SHEETS 6 AI 7) MAIL a DESCH PAYING CPa•fJ kikUAN ANCHlOR$ S1A CM FOR E.D. - AS SHOWN ON SHEEM 6 t 7 A►tLWm 9LE a ANY OF owdl) MAN" FV9a mi IEv TAPCON LAI fCI1EN' PA ELINTE FEMME ID MEUAAM PLUS WOOD we" 1r ,r Ir ,r ,r r 13• +a• Ir it tr ITT (eLWmM) 6 ,/r 6 IA- a I/r 0 1/2• 6 t/r mma I/r 12 1/2' 6 1/0 Omtt.•) S'-0' r r r a' co" LESS e• r r e• Lew" tr ,r Ir tr ,r m+ ORS ums Ir Ir 13' Ir tr oanm 13,Ir Ir Ir a I r >r-o• 70 tr Ir tr ,r r tr 0000 6 IA a I/r a 1/r 6 1/r s 1/r (Ion a I/C III IA` 6 1/4' (epn.•) 4 i/r 4• 5 I/2' 6 1/r CHOP) le-4, 4 1/r 4 I/r r r - Sr (50TmTQ 101/2" 91/r it Ir ,r Ir I Ir ,r • t/2' • SEE T41 LE /1 FOR VAX. III OEM LANDS to MAX. PAM! LENGTHS WHEN SPACER ® IS I USED, COIONO ONLY TO ALTERNATE 2W/ ON SHEET 6 1/4Y Y ANCHOR 1/4'0 PA, nWM ANCHOR S 12 14 MAX. A.S.D. DES" PRESSURE (P,a7,) MXMM1 ANCHORS SPACM FOR E.D. - AS SHORN ON SHEET$ 6 A 7 APPLICABLE To a ANY 7r 711191 M PANEL LOOM QQ 1MOON IAO sq pm9u IiE FE2IALE O PAIRIMATE PLUS WOOD Kom Ir 1r Ir Ir Ir file 1r Ir Ir Ir r TO (LOTfOm) a LAI 6 lIr 6 I/r 6 1/r 6 IA- (I" a 1/4• 12 V/r 6 1/4• OBTI r 7 1/2' r a' CHOP) LS 7 IA- r Ir r ]P pares) tr it Ir lr Ir (Ion +ro-4• 47a -75 Ir Ir 13" Ir Ir it Ir Ir 1r w W aN<•-0• rd' IF IF 1r Ir a 1/4• tr (•OImLQ a t/r a I/r a I/2• It 1/2• 6 I/r (mn 6 1/4' 12 1/2' a Ile pott.•) 4 I/2' r7 1/r 7 ,/2• ITP) r 5 +/2• r e• SIN omm tr 12• it tr b ,/2' (mn IF Ir 13, Ir fr (mfmM) • SEE TABLE it FOR VAX AI OEM LOADS NA MW PANEL LENGTHS MIEN SPACER 04 IS� USED, COMOSPOM300 ONLY TO 41017RNATE 2W ON SHEET 6 IIMLLAL A A.SA DOM LOAD LDIB7Nn 40 PSF OR LESS 6•-r > 40 PSF TO SO PSF 6--2- > 50 PSF TO 60 PSF W-10- A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE MIIALE ® OR PANEL MATE PLUS AmmRS k W/ MIM�':�'•i13 1/2' O.C. (VALID ONLY FOR PANEL (D NSTAILATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 k 5) MAX. A.S.D. PR MAMM AM== SPWWm FOR MN LO PER SLY1MU Sam A►PUWW A= tl,TW �,) MAX A.Sa, PRt RAMM%rmt /.) 2LMalaa Aemm s van FOR MN Ea M semmms NEW APPLICABLE 1AAt6mut lOEM id ) TAPCON IOtA-5ET 7/aM0-N/a/1 LM.IC-IR a 7MCOR SOLD-9oT 7AIML-NAa9i CNJhw t m W m m m m or 7HEm m 10 m m 10 16116 O THIFiI +45A-+5 teas +r ,r ,r ,r Ir ,r r ,r 1r Ir Ir +r t e.�. OI LtN +4p, TO +ab -II tr ,r ,r ,r ,r ,r ,r Tr ,r ,r ,r 1 1 1 s,� OR Lao ,r it +r Ir Ir 1r Ir Ir Ir Ir ,r Ir i Own" ,r IF 1r 1r IF it IF it IF IF IY I 1 i wn" Ir Ir Ir +r 1r Ir Ir ,r IY ,r ,r Ir 2 don ,r ,r Ir IF Ir IF Ir IF ,r Ir Ir 1, t 2(mn ,r u• a• ,r s ,r +r ,r ,r ,r ,r 1s 2 pones) ,r ,r ,r ,r ,r ,r ,r Ir ,r ,r 1r 2 t1101m16 +r Ir Ir ,r Ir Ir ,r 13' Ir ,r 1r tr (HOP) ,r lr 1r ,r 1r ,r tr Ir Ir Ir Ir 1 1 3 CHOP) 2 1 2 / a 1/4• a 1/r 2 , 12 / - - 6 +/4. 6 1/4. 3 MTmq - - 2 , 2 1/2 6 1/4- 6 I/$ 2 1 12 1/2 - - 6 Ile a 1/4. 3 ummmo r r r r r r r r r r r 7 lIr 4 don r 5 ,/r r r I• 6 t/s• Y 7 1/2 a' r r 5• 4 (10n e - r - r - e• - s• - r - r - r - r - r - a• - Ir - eoT10A4 Ir 13• ,Y ,r ,r it IF IF IF it Ir IS` CHIP) 1r ,r Ir it ,r tr ,r Ir it Ir Ir , 1 (Ton 1r ,r Ir Ir ,r Ir 1r +r tar it ,r IF (mno14 Ir Ir ,r Ir Ir +r /r IF ,r IF ,r ,t I/1 p•noh ,r +r ,r ,r Ir Ir ,r Ir ,r 1r 1r Ir 6 don 1r Ir IF 1r Ir Ir 1r Ir Ir ,r 1r , i (Ton - - 6 I/4. 6 IJi• s t/♦• 6 1/4' - - - - 6 1/4- a 1/4. 6 - - 6 Ile a yr 4 1/4- 6 Ile - - - - 6 1 C 4, 4. 5 /r r ,Y 10 , /s Y 1r r 7 1/2 4 , 13' • 1 1 ss'-e' 10 14"-4• Ir r tr ,Y Ir e i ,r s , 1 , a , it S 1 1 �•_r m r-•• I t r ,r ,r it 9 ,/2 IF 9 1/2 to t/2 7 1/2 ,r r I (Bottom) tr 7 1/r Ir 1r it ,r it it It* r 1r 6 1/r 1 MOTION), 1r r IF o I it r Ir r 7 1/2 b I/2 Ir 4 ,/r 2 (0► IF r Ir ,r Ir a T/r IF s IN 9 1/r 6 IN lr s T/r 2 d5P) ,r r Ir ,r ,r 9 1/2 it 9 ,/2 to 1/2 7 1/2 ,r 6 1/2. 2 POTW Ir 7 I/r Ir Ir ,r it Ir 10• 111 r Ir 6 1/r 2 (Bono 1r r Ir ,r Ir 9 1/2 Ir 9 1/P 10 1/2 7 1/2 tr 4 ,/r 3 (TOP) tr 7 1/r IS IF ,r to, Ir tr it' r IF ♦ 1/r 3 don - - 12 1 I2 / 6 Ile 6 1/4' 2 I 6 I/4' - - a ,/4. 4 1/4' 3 MnMQ - - 2 l/2 2 1/2 6 1/4` 6 1/a' 2 + i7 +/2 - - 6 ,/4` 6 1µ' J (IOITOM) r 3• C b I/r r 3 1/r r C 4 l/r r I ,/r r 4 MP) 7 1/2- r 1• r r 4` a' 4' 2' Y 4 (TOP) r 5 1/2 7 +/r (6DttM10 r r r r 2• B501PMO lr r 1r Ir ,r 9 1/2• Ir 9 ,/r , 7 ,/r IY r t10►) 1r 11/r tr 13, ,r 1r 1r it Jr a 1/r CAMP) ,r Y Ir Ir Ir 9 1/r 13• ! 1/r 0 , 7 1/Y ,r 6 ,/2' pmOLl) ,Y • t/r Ir 1r lY tr ,r it =11'r • ,/r 01M7mM) 1r r tr t0 1/2 tr r Ir 7- 1 IA" 13 ,/r tr 4 //r (mP) Ir r lr Ir tr a I/r 1r 6 I/r S 1/r (HIP) a 1/4* 6, 4' 6 1/C a t/4" 61 4 a, 4' • -) - e i 4. 61 C s t 1 91 4• - 1. 51 +• • am OW li FM MC TYPE a $PRO R foil eM%%WMa KM WOOD I1wE IIMO M a lNGIOY AIMpR Maa 0*0= AND LWNGIa OK onva ME Boom ON Uw sOes1AL Poo LA LESS TWA 10=U ON mma ma Am= mm m LrLTWLYRM I 9,IOLM ON $CHEM" w TLe FOLLOWING FICfOft FOR TM OPVVMDM m O K PMKL $CUM W04M olum MAR/ FA TOIH SMALL NX K UM WHIN wpm rows POW" to sup m TAPE Cm H tIa®IWt Ate= M 1/4% T/4b 1 1/419 1 1/r. 1 1/4% 1/4•I TmOml sraar r4.•N AN"m MOIee A g .00 a a a 3 a 1/r 2 1/2 MIMa2MR W a D Vr r 2 3 I1r 3 DRFARQIKa) am a 3 I/r 2 I/r I 11/2 a t/r 4 cm am NNW WA) FACM - I am r aM aH6 - Sae - an a I - SAID tm 1- I.M tm •• Sly ON.Y VALID WHEIL SPACER IS USED. SEE jt FOR IWL A.Sa OEM LOOS R MAX FRMEL WHEN SPACER 5 IAED. C©� A 2 D. DOMN LOAD LDNBIN 40 PSF OR LESS III > 40 PSF TO 50 PSF 61 > 60 PSF TO 60 PSr 6•-10- A MAX- PANEL. LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS IIIW/ SPACER AT 12 1/2' O.C. I•-r 0 +44A -40A PAT. (W/ Onam MID FARM LENGTH som r-r • +Goa. -1114.0 W. (W/O MWAAP MD MU LDOM Bola) USE r-r ML pma UNMN AT ALL MOUNNM y 'I' RISTA"nON5 MAY VALID FOR WIND 1. SKED UP 70 170 m4l N. MAX ar LIFE SAFETY STORM PANEL ELEVATION (t) ~ r-r ' --"--- STORM PMIEL tlfE SAFETY PANEL * y a T EXTMOR ,L<SS, DRIDp . 1 66RM xuP Hxe�A�y PaMH vLua Me �IL E C O rraE C O [ra. 05 NINIlia i1 I �•�..i { 0a+71y�; ;Cs+-'°"• � P�NG�aO _K�-=`�r�a a� arir I CLASS O _-r-- -----j I OL45: -- I AT (e I 91M L P ImM L QIASS ____- , PMQ tEMGTH 11`----' --__ Y-.._ r PANEL LEEaiIN I I Iaw1 a4W 1•'r) j .1 I PMv MAN. (SEE culieTmom (SEE atWMM V Ma am SWEET 12) I l on mew 12)HP) p i PANEL IEINnN I cm mom a Sam 17)1:) A IELEVATION 1 G SS. I a L ON .REY 5 1 i LA 0C sm *am is a is Fa no"= a VACM To RMTALL/MMO ego WOW $NE &PLO a W&W maw 2FRONEa Alp MNILFA OK 1HovAm ARE MOM ON THM SMULL Fa Ea. LOW THAN WWO ON MM" MM A-*= OROms BY mwn ms roam mow ON $*=a er ML FOUAMO FACm1M. Fa M5 @MOST, m K POINU I WJCW Wi=o vOwO ORNG FACTO 91MLL m0T K AM Tam NWAN OWN PaMOO FOR EACH MINOR TPE 9m im lO,OIAL N. T '• all m TMKp MmRla mow wmm Do b a •m2mWYlaf OMAN, 00 3 3 eHaANSNIq ON,Ar Y w a a //I AIIIL s2K s�Ia IROIIR !1 Am - a• aM tm s yr IA,140 P (sEtOm) WALL 1ImYJKTb= SCALE 3/0-1- zx•11u„ aa7Z L 2.µ• 4# , 04 PLUE tj0, TAPRXYI REOLRIED O.C.r 1 4Y 7APC011 PLAT• PLATE somemomm W/ low •Mae. f•N• row k lW"J iLwjFE SWAFEW lM S3/8-1- �4 1. 0WALLATON ARE ONLY VALID FOR A.S.O. DES" PRESSURE RATINGS go AND PANEL LENGTHS AS PER ELEVATION CAN IL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 6E SOUTHERN PINE N6 R W/ SPECIM DOWN OF 0.115 OR EOUML 24 6AOE GALVANIZED STEEL SfdIM PANEL F.P. CNN III MAL PROTECTIOR IIIII iSP LLC, °Loam. 4wkitaoa" zo-t76 omwes III, , Mae EM•)Ie6-t61a, IRA (aQ6.-Rm, Oil 1 VI FmIq rKTuvW Fj III 11;.. _ ILJ 41 - _ 1,:.. ILL =1. 7Eii�?Tia/7T`i 2 •.: r ,7 •;;i � n Lt-7 - I • .r, .1 • «•,ILL ; al , •1•i.L .;,2i1 •. 7GI tll p , MA I. A.". cam PHI[ $= �� MAfWB,14 P41CII1= SPMM FOR NOR LA PER SCfED" saw AIPUPW TO a � M4yWy I� ) MNGL ASS. PgEE.I1RE Nam MA1MRaIt MN HM 9PACIRa FOR MIT La PIW S� BELOW All '�� LYOrIRa1 11M9M TLIPomm 1 201A- 0 L9MC-N" QNJf-W TMCOR $DUD- "PRIME III EAMC-MLwm"m GUI-w a �, m A m m m O, WEII m41 m mv omwwm 0► tlem) >+Gk -0 +75W-7a Ir it' tr Ir 1r Ir ,r IY ,r Ir Ir tr + doll LFs +7a -7a .,q-dlaf 1r r it o , Ir a I Ir a + 7 + a , tr ♦ 1 , OR IEM IF it' Ir tr Ir Ir 1r ,r Ir tr +Y ,r + OP011a10 1r • I/!' tr 1r tr r ,r r ,r 7 t/r ,r r + (+m,M ,r it, Ir Ir tr Ir 1r Ir Ir +r ,r lr 2 (TOP) Ir r tr 101/2 Ir 6 l/2• Ir a 1 7 l/r Al l/2• ,r 4 ,/2• POP) ,r „• +r ,r ,r Ir Is +r ,r ,r ,r +r ! (RpnSM> Ir r Ir Ir ,r 9 ,/r Ir 9 1/r o , 7 I/r 1r 6 III so mm) ,r it' IF Ir Ir 1r ,r tr tr ,r tr 1r ITOP} ,r r it 7r ,S 9 1/2' tY ! 1/2. 10 , 7 , ,r r 7 (TDn ! 1 ! t a 1/4• a 1/0 ! 1 12 1 - - a 1/4• 111 3 (eOTT011) - - ! 1 ! , • 1/4' • ,/4' ! , 6 1/4• - - 6 1/4, 6 I/4. 3 r r r r r r r a ,/r r 5• r 4 +/! + ITMP) Y a• r a I/2^ r 7 T/2' r 4• ♦ t/2• 3' 6 I/r 2 1/Y 4 polraq e• - • +/2' a I/2• - r - Eao1Ta0 Ir it" +r Ir Ir ,r it ,r ,r Ir Ir to (TOP) tr 6 1/r 1r Ir ,r r ,r /• ,r 7 1/r Ir r don ,r It' Tr Ir ,r Ir N• tr Ir 1Y Ir tr (emmM) Ir r ,r 1r tr 11/r Ir 9 1/r o , 7 I/r Ir r pan" 1r 1Y Ir IF IF it Ir Ir it 1r ,r it (TOP) Ir r IT 0 , ,r 6 1/r tr 6 l/2• 7 t/r a ,/r tr 4 I/r (HIP) _ _ 6 , 4' a ,/4' 6 1/4. 6 , 4• - - - - 6 , 4. 6 1/4' 6 (aDTT, _ _ • , 4• 6 1/4• s Ile e , C 6 1 4' 111 4' - - 6 1/4• 6 1/C I !•) 1r 7 , tJ' ,r Ir /r tr it tt• Y Ir 6 , , MIL-. To ,r s• ,r o , ,r e I ,r at 7 , a , ,r 4 , , M.�. To r-r /3• 7 ,/r it 13• ,r O , it 10 10111 1 r ,r r I •Doom) Ir 6 1/2, tr ,r Ir r Ir r ,r 7 1/r IF r 1 polw 1r 7 TIr ,r 13• lr ,r +3• tr it' r ,r 6 t/r 2 (HIP) tr r Ir t0 , Ir a 1/2' Ir lei 7 1/2' 5 1/r IF 4 I/r 2 (TMP) IY 7 1/r +r it IF O , Ir 1D t 1 1/2 a' tr r 2 (SOMM) tr T Ir 13• ,3' • 1/r tr 9 t/r o , 7 ,/r tr a t/2• : teallMm) 13• 7 t/2• 13• Ir 13• to 1/2 Tr o L t 1 r 1r r 3 (mn Ir r Ir IF Ir 1 t/r ,r I ,/r 0 1/2 7 1/r +r 6• 3 don 2 1/ 2 1 0 1/r 6 1/C 2 i/r 6 1/4• - - 6 1/4' a ,/4" 3 (BOTTOM) - - 2 I/2 12 , 6 1/4' 4 1/4' 2 I/2 6 1/4' - - 6 1/4 6 I/C 3 p••i O 7 1/r 3 1/r 5• r 7 'Ir 4' e' ♦ //2' a' 7 I/2' r Y ♦CHIP) r r r s ,/Y r 3 ,/2' r 1' A 1/2' Y 6 1/r 2 1/Y 4 (tan Ir - r - r - r - r - r - poTm11) Ir - e 1/r• - r - r - a ,/r - r - (Sorl" lY 7 I/r lr ,r IF o T/2 I3• o , , I a' tr r CHOP) ,r s ,/r ,r it it r ,r r Ir 7 1/2' ,r r (mm 1r 7 +/r U' ,r ,3• o 1/2 tr o I 1 ,/2 r tY T 5 ponaO 1r r Ir lY IS 9 ,/!• tr 9 I/!- 0 , 7 ,/r Ir r ON0T+01,) lr 7 t/r ,Y 1r ,r O 1 Ir , , , r IF r 6 d0P) IF r /r tr 6 1/2' tr a t/r, 7 ,/!• 5 1/r ,r 4 1/x' don f 14's,a•ets'41C fl4. 614'epon.« 61 a'6,4'6,4.414' II Cii4's a m am It TOR #Am= "At a •a** me swmw" we =a /TOME "Ma 6 mtaaM "NO WAAlp NBO" OK 080*= A W SCAMM ON Ta SOL®" Nt ESL LOW THAN Iw00m ON SOMU I = MONO 9PACM BY MILIKM6 WP=* WON 00 sol=" 9Y SE touC r4Om m no WM OPBMIML m K ►OO NRL FAM= VAMG OlfMla LMLM PWO Sall INGT K LONG THAN NUNN WRONG M@la= FOR OWL ANCHOR TYPE ON M6 2a Le1At mt 1ME ,/r'. I/4i I IAi I/4% 1/4'. Mr9w /MIH aQAM WA•N mumm ANCMa Troa e 00 a A I //r 2 1/2 QN 3 a t/r r A a 1Ar 3 aetMaW,9J II01 3 a,Ar a ,/P 21/a 3,/Y AORsII 6TI6E 6ibai I yrai - - t 1/r +al as - +'•H r an I as - ,m - Am at - IIAD I +m I Im I Im • SPRCNNSS ONLY VNJD WHEN SPACER S 114EA SEE 90IWL RSA. DESIGN LORDS I MAX PANEL WHIN SPACER S 0 TAR 40R • reac,ls s AS& OEM LOADivxum lEli01N� 40 PSF OR LESS 6•-r > 40 PSF TO 50 PW 61-r > So PSF TO 60 Pam' S-+Ir A MAX. PANEL LENGTHS ARE CNI VAIJD FOR !INSTALLATIONS w/ saw SET M04ORS h W/ SPACER AT 12 1/2- O.C. \ • •L •31 •L114 :,\ 7I 11• • : ••► ::4 •: •\:� •: '1: Ltd► N1. y PL47E REOUN fa,J t• wx PANEL LENGTH (SEE amllom ON SHEET 111) W KE VAEM 18 All 14 TOR AIWNGNS NIXON! YM /h•. TMON TYPE a SFN" MR OdMNA on WOOD FWAE IULDNOL molom 1.10M $KC•MI AND UNUM IRIaWRI Mt110R Nam O,J a •,NGNarpt i0vom OAJ 3 RK onum E ME R,Orw1oH ON 1,M SOMUL MR ED. LOU THAT fa mom ON SCHOULE RCa= aIONGR A I I �� OHANaT w 0•J a lit MLWL"6 OPCM 000 w SCH MR0 IT ML FOU40NG PX4M area LIK sRwQ W RlAas 6s IN INS OPMM11pI m K FK6aL a an ROUGED 9PAaM omon Ulm FAc7at rrll MP) K Lm wm r om MWWaw LRCM• sICOW TOR EACH ANCHOR TYPE om TM Bo"ON a+ ' ox mom mum ET 12) SCALE 3/8-1- 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (p.s.f) AND PANEL LENGTHS AS PER ELEVATION ON BEEF (2. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEN TO BE SOUTHERN PINK No 2. W/ SPECIFIC DENSRT' OF 0.55 OR EOLAL. K. mm am 12) L•. .il. Ir rWw_. PLAN RFaMI 4}NL10T FLORIDA BUILDING CODE Ion Velocity Nurrkom Zane * ,.. .AkORS ATE OF •fig• S6 ..."E� �/ N / j � MHJSmtl,PM/O,R2 a°0ae ttu� I�O IMa. 24 GAGE GALVANZEO STEEL SIM ►AIEL ONO W. L PRONCT11ON PRODNCi$L LLC• 4IM LB. LI aom npme Gampol-,wL Am (aT)MI-6La/ OW FL 331 ~ rz ` ws.R ari.tM �oM L'"H CR-m to L A. rs 20-175 Nam "A, A, HILL am leOr M N N S cn ('a VC9, ! .F... U N 0L -0 N CD- UO O C cu - a .7 U 0 N c O O O O 'S 0 LL cu E cu .cn -0 0 �� t. -1-L `:u 8- N c N > LLI C2 t C= do _O M V C,4 -im m ac o y 14 � 4= cc ly C-4 y w ]C C..= C o OLT oc t2 • Q is 3 3 i y RD c Cm N O.� C E a � .4..J CD -C > � o CL — U c O cu W LCLJ G Q Z Z Q J a SHEET NO. SH 1.4. I •'I1111,mllllIIN!Paull1111mamliIIIOWNlimlptiii 'J�A. r wE+ n- SCALE 3/3 e ENGINEERING ENOINEERINO EXPREB■® PRODUCT EVALUATION REPORT 890oftw 15, 2020 EX Pmjod AbR+be .. R2 Product M anubdursr: AN Amakasl Shutters and Ores Mwwh dww Ad*sas: 1540 ODnrs Rood VVea Pain 8, A, FL 33409 Product Now 6 Ossaiption: 241 clatsarized 8" Sbm1 PaneIs Large MIsaN Impact Reslatea Scope Of Evaluation: This Pro" EvNwtlon Repot is b•1++8 Issued in accordance with the ngWranaae of der Fbdda DepaMant of Busters lNM PmbnWW Regulation Tbrids Witt% ConBntstl°n) RUN Chapter 61020-3.005, F.A.C., for Statewide socepts- per Method 1(Ip. The product Noted above has been Red. mWor avapated as murdom dzed Wren to Maw compkna with USE Florida Building Coda Severb Edition (L020) and Is, for the purpose MNrded, at Nat equival a b Mat roquked by the Code. Re-evaweDn of this product ahW be nipuied bNowMB poNnent Florida BuNdkp Code m°dkaeona or revmm. Subsatlttlating Data: EX &awing #20.31543 MW 24ga Garadaed Site Berm Panab 01V9 8 Nor4NNZ)', shemb 14, by Enigilrowft YrLMWIE sWad a "dad by Frank B•n ard°, P.E. is an I*pan aMIs Evokogm Report. •T1y�T �ra�a0111IM UrNarn aWo structural pwbnnaros has been Umbd In accordance with TAB 202 pit aadarde W Ma repont(s) BBT,ASG-17-001 by Bladaraer T&WIM. Inc Lsrw Rr 1 0 krpac resNWua and wdc Nwrw PabnTwm fae borer bdod b 000mana with vas 201 and TAS 203 tea atwxWds W fast rapovUs) 8BT-ASG-17-001 by BNdwmdw T*@*W tie. Struck" wVk+ wft cdcuietions have been prepared which evedum a the prodod based on compere6w andror rational enayals to gwiy the bkwing deep aNaN: 1. MaXknnum AYaNaW Si ens 2. Minlmnn ANowsble Spas 3. Midmum ONss S"wedon 4. Anchor 8pedtg 160 SW 121- AVENUE SUITE 106, DeeRFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM *ENGINEIRINGEX►RESS.COM E NGtNEEa3NOExFmtSS.CON MAX PANEL LENGTH r 1 a +/- 40.0 "1. s LAST PANEL() TO BE INSTALLED AT EACH OPENING SWILL ALWAYS BE PROVIDED W// REM FIANof TO FACI.RATE IiSd11ATgN G INTENDED TO BE ,NSTALLED FROM INSIDE OF STRUCTURE. NOTES: -Z HMG. STORM PANEL SYSTEM Of + CetLl. TRACKS TOP a BOTTOM. (2). END PANELS SHALL ALV 8E CO NNECIED TO BOTTOM TRACK OTHERWISE A STOP 8M SNKL PN0A4DED AT TOP OF SUCH PANELS. (3). N END PANELS ARE CONNECTED TO ATOM TRACK. CONNECTION SMALL CONSLST OF 1/4"41-20113/4' M.S. W/ 7/6'rA3/32- WING NUT OR 1/4'0A3/4' Mm. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT OTHER OF TWO EXTERIOR FLAT nA4GES OF ENO PANEL (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR 5 ONLY USED AT TOP) AT LEAST TWO PANELS SFNU. BE CONNECTED To BOTTOM TRACK USING SPECS INDICATED ON ROTE (3) ABOY_ IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VAI.D FOR WIND SPEED UP TO 170 m.p.h. ENGINEERING Page 2 of 2 All AmencaD Shutters and Glass - 24ga Galvanized Ste7d Storm Panda No 33% Increase In aloweW stases has been used In the deWan of 1h11; product Swerimbn Nom 0azhp to not mquuM For Installations outside of wind zone 4 and asesrlle 1 111* . It Pset Resftftnee. Large Impact RoWde nee has been dom nW*ed as evidenced In presiousy kled NO repon(s), aW Is accord for M the en+pi mseft deep of this product. Wind Load ROSISMIPCO This p loducl has been deepned to resist wind loads as Indicated In ONE spec admick") On the rewoolive Product EvaMstlon Maw" 0.e. enpisaft drawing). Installation This product shed be kaU W in Oft compaarm with Its mweetm Product EVNuWOn Dolwnara 0.e. enpiseri g drowi g). abrp with el aomp°ner s noted therNn. Product c•rl"n•rds sha8 be Of 11he rraW W •P•ooM in that proolu is respedve Product E'vahmadon Do urnud 0.9. engkaerklp drawip). Lknialtions 6 cont>tit/om of user: U w a WIs product sWN be In add accordance with to raspedMe Product Evauellon Dominant 0.e. monn•+I+B ) a• noted haven. M wupp° ft hat structures eau be designed to mist ate suparknposed bads wed shad be of a maWal kW in 56 product's respedh a anchor schedule. flat structure oDrddDns which we not exoOded for in this product's rsapeclive anchor edsdais shW be designed for on a site4lpedtic (Nate by a r od-W prcieesioHna engineer. AN OompaarlN whidu am permeneay Installed and be protected egakM caroNon, ardaminatbN. W other aril darage a W Wanes. This product has been designed for use WBhb and °Waits to High Veto* H unks a Zane R'NFit). RespeefMUy. 9E bz_ 7 Frank Bennado, PE ENON IFERM OFAMEE NPE0046S49ICat Auth.9885 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 3%-9999 TEAM* ENG INEERINGE XPREss. CON ENGINEERINGEXPRESS.COM a pFJ1R xY1 M.�M =rJ6•M1X�I �s R YrJil_ 4J'•r :Y_T Yilk.:W'XI_ J.n.'(...:X•xYi ^J-; r^.V.wA SLL �T,n, �,. RocYo-.uarPm1^e :a a[x l•-cc(r, • :H-uJt) gam.. ��nYL X,CPr•RrN nwa+v:74-.PM¢L•i "-=Al , .<. 59FTr rt?. hl•A C7 ErE4' •'f.^Jh IWR VG_rP �V•t ...:• r•nT m-k• u.tL rw. 3:+'r x _x L , rY• ^A _ �jj tgW :i N•-A" TYl WC`ilL dtl T- NMI) .tea ��. G AJ RURA 71 If Or'i -Y <Y AN S N'zrR• II GAtY:3' a I•Yrl•I N rAS-1,rP.•t 5, w 7 ;y"ttvP M in ¢sYaa NP 7) a :OCR A n Y I" V1rM A - A I y W SH a•'•7416u. v �1 Tl T i1 .y;•rr a10.. srue O - --tL 13RP311 - '4 :t ii •r� F ti �" Y341 1 nd ■ - i Y' 7 �/r f!1 i (o J_ I r• T N Y :, fi -Y A,1C M.34 L? C h aCINCTN 4 I H-N)ytY L4Y(IMJ'J.4Y_ L. p4 t' ! r .arts i .0 � L7 GM\ T'rl'F F Y. STn 741P n r.' i. N 61P1TA 2f O ewer<:r •, IUrA J4:. tLL101 . f'nLvr• i l:%' w Ya h 1 CCADNi/rL00R NOUN, 9CCr014 NRJFT,'� •SWYShT �� LJ Clt'AA d' NiFjj :W4NFan I.:Ui lx.ti r_ •'Iran _ li ".SV Ix.r.n � 4; ' rJ>m w^•r:T NNI1I 1411 NYIMI w4nNA, Ir,ls«n �::n r Y a!ta_ n _Yr.'1 C� � qq ': xA: tl•h) r '!1iwMihl NL 1� rnvrr Tram JJJIII _�IrTJC Z K _ H3L.'p• -: (x1 I)NiPN J- !•'t ':_:a L:IUL 4MLL MWNT 33CrOtl eIRP-Jn�f P^.A'WRII•� :v!'h!V'.:W IIVAA: Our. Y r� f X NF.- S Tk:. aYAc` � LK:Ir. h.'4AlNi •K'VKiNtJ)lY•t W'DA)a•R1Y 7.4RY`gT- n�"• WL_Ibt- IS LR = Yw:Jw '3: �••' ^_f xXl'SGfi-. vYf 4'N B � t• S rmNrnTrn •:1YJC_-.'1a^1CN � �" VI J :A! Mr::: Wh>lI L :Art. et�T Irla cur van liJ Ff:liN+7r Y.:AyT, P Y � I)'•MH ii F rR 4 I L N I: nfx'Y A i91E` _ x?:YnCI •R y Y/,4'YJiL Mi Ii Y,: 7! IMH•tlsM A'3> F tF'I:RA r,k MMvT ..'fl :nf bfED OV "' f: ('•.i.FlIW4 (Y 1WfdfNIN R )Y.4 tt M.l):Y. XY :,T.ILI.KIL•: ]lSr'Is f•3- LI T 6PAOti', J. IttO I' � � I '•r. TIiT1Ih.' a��Rr� F aa+lu+ •�u J-. rM k21 � rGEa^TnTM1'. Itff ', 3 1 I f t 8 Ir•.yt•,:n. •:tSI1YJ �'� lS::l •Kl r,i M.iN1<, On kI1M1 r4 I aY: ' Pl-iNib lA+NvI>.n 1 /;:r •1" irNTp " [ aBtL•2$ALE x fit A54,a-E a i; - -,; a's•r.>�--ter.-+.Him .TNT •YI-Ii +i'RK•)'N.•a) CA7r,9 A (lR: ..:M1Li • IhYI YTIh',]]I.,}^ • 24r!•4: x'6- ~YAYIaFOc d•`. •p OFT t�ATnh:..c .�•f. c,r� YM'3YcLNl'; OrrlrfYx",OVw-:1rsrYfAv 20-SLS'48 (�rPTpwag9IOTTM1ClMRE D':TAR k L'.ANtI.. IrAJY'I �.•OP A„x• 'rr�IEl'hY-,:ixi u � a.:YN SHAY, � > tk .1Y31C•su b. n Is ', )r YJ xL rOT ••� aA...1P} IAEPrva+�- xim>r-r..Pv, h•Ctr OSHO, h7Wk :3J Y. 4 '7„5 " Hera::. I,nA /'Y r. nlxlCxtnxLwxnlsclx,x r(�j 1 i•AXME I • iN,YJl,lgt:l NUY■ YH.)IDN. _`F�/` M1. INSTALLATION DETAILS FOR SERIES INTO POURED CONCRETE. CONCRETE FNXRID N0 2000 E-Z BLOCK HANG STORK PANEL(!) AND WOOD STRUCTURES 4I LAIN CRI ICIDR C AKO.C. 1/4-0 TAPCON +'' n4el, No HEAD YEN w000 1• 14■1' MEN HEAD TEr ANCHOR O 1r O.C. !D� 00�1/4' FROM REQUIRED air nm j (1J aJ 9 9 1' 1 1H''� "�R6� 'a7RUi� ..i�• a Il 1. i 1 . W rM 1M61I.. __ 12' •Y,.,.„.. 10 ! L_}__ 3/ta'IP `""""�,•i i-AL(AIwRI POP ter POP • 1 1 RIVET • I i my ,71 RRlt1E r� --•-��MAX. r P 6611DDE•MM�- Al _'"-i PANEL ..,�MAIL � PNIfL e • ( LENGTH y��1 A, A NNNEM- I LOW" _ • • +' Ren tiJ _ 4RAIS,TEW • IEl GASS. ; i • 4'•-20112• P TO QLAW ! a�. I or v ( I � a • I i 1 / 1LIZ T 7 7 4•0 TAPCON ANCHOR ( • Ir aC. T/40 TAPCON POUr1E0 2%4' WOOD ANCfIDIt • 12' 0.0 OR CONCRETE BLOCK reaLWA D. ,�SrJ7 mil SCALE 3/8-1" `i � W SCALE 3/8-l' .. A. T... .......... . a '••� lN2ff$ MIN. PANEL. LENGTH ONLY FOR MAX. A.S.O. DESIGN SMALL BE 2'-6' }= 40.4057 1` � * : * FLORIDA BUILDING CODE Non High VOW1066ftNurrkoAS Zan tma "Am Ian 24 UKOALVANQEO STEEL SfObl PAWL rp' came W 1. INSTALLATION ARE VALID PRESSURE RATING +/- 40.0 P•s.f. AND 6'-0' MAX * STATECLOWPROTECMPRODUC IL E C Q �• 07/n taa6 PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �Ot: , ALORIO Ira. • r a, 0EY " RMW: MEMO SD SOUTHERN PINE NO 2, wJ SPECIFICSPECIFICS/'•. •-•(�tL i a alai. pp Pi1N■.N:Wn m-� INlw: ps.)•a•-7w, no, W)Sm -6g7 20-175 DENSITY OF 0.55 OR EOUK a ""�'�r79 r cAAes «r ■IL1O A RIJr b.. ►tI own HI Or w ALL AMERICAN SHUTTERS AND GLASS � 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)J, TO a 1 TYPICAL VERTICAL MOUNBOTTOMT ELEVATION 1 N.T.S. ELEVATION i �--^- -OBSTRUCTION (LOCATION MAY VARY) I AS REO•D) BOTTOM MOUNT (Com Lmaf TYPE AS REQ'D). (SPAN BELOW OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL XI•"'20 STITCH PROM pEO THA7 [X)NNECROH6 AND BOLTS WITH WA5HERED ANCHORS ARE USED WHICH liATI5P1• WINGNUTS FASTENED 0 SPANS ABOVE A BELOW OBSTRUCTION. O MDSMN CUM APPROPRATE SPAN TAI3LEJ VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATIONSCHEDULE: 24 GA(1GE PANELS A OMW STORM PANEL SEPARATION FROM GLASS IIrYH2, WRW 2qH 4 a E%ENTNt FAOUTIE3) MANN" OfSKNt PESSUR RE (PSF) OWAeLE AUSRN7 Rmel INSIAL1A710N5 tFSS INSfAlU110NS611O4TER THAN 3d A•OVEGSRADE THAN3d Ae0VE GRADE ;730 130.01n 1 6,061. 2AS In P-35 / AMID LA 6.06M SL6M -1440 130.01. I 4061n 216M /AS _...* �.. H^SS moan �. _ 3300M 306.E RI SANin 2.161" _. __ Biel-___ 226U-__ 6A6M 2.35m .BO aL3N 6.09M i 253 in . •� / Seit N 6.11 N 2.72 M r/-70 36A In a12In 290 Nt 41.72 27.014 6.131n 2.961n SKIN LW PANEL SPACING M RRlrNE MAXP" ALLOWABLE ABLE STORM PANEL Wt. SCHEDULE IACCEPTABLECTABLE FDA USE WITH aR I IVE LOADS LESS THAN DR EQl1ALTO 3ATN! 17990 LONGS. PANEL FASTBMW AM STUDS USED R NANICTION WITH ALL MOUNTING IMUS30NS `-TRACK. STUDDED ANG UI, ETC.). USE 6.2S• :. PANEL FASTENER SPACING TABLE VALUES FOI INCLUDING BUILD OU GLASS I. M7El MAXIMUM ALLOWABLE Y-4 A Fl DESIGN PRESSURES: + �, AS NOTM IN DESIGN DESIGN NOTES: SCHEDULES POSITTPAAND D( NEGATIVE DESdON URESCALCULATED SepARAETE €NO.1 EMIIYG IN AC�VCO a NICE i7WITTWMgTHE NED PER 1�CtQD OR BUILDING ESHALLsRE LSS TER THAAN OR TO TH POSITIVE-IANiGAT1VED GN PRE CAPACtir VALUES LISTED MEIIETN FOR ANY AM MBLY'AS SILOWN. GENERAL NOTES: .. TT65UPKIFICATLON HAS BEEN DEMNED AN0 6NAU SE rmmcKrw rI HAS BEEN USED IN THE 9AAED ON MAXIMUM TEStED A MAY rI DTISCHANGEO AS F$LD BE MOUNTED VEN171CALLY OR 14. SNEER SF/LL AFFIXED HERE70YAf3114iR6 RAL DElBSH AS SHOW ONLY. USE OFTMI$ SPRC3NCATION er DOp RAC70R, M. ■{ 3I10IMNIF7lS a lILYG9 HARMU55 7eDS EIN FOR ALLCOST R R♦MAGGS INCLUDING LEGAL FEES 8 MPEWTE FEEL R ULTa6 FROM MATERIAL FABRIG7IOX, SYSTM FRECf10R, ACONSrRUCTIDN PPACTiCBL BEYOND THAT WHICH IS CALLm POA aY LOCAL, STATE, A FVMRAL ODOES 6 FRO" OIYWTIDTIS OF THIS PLAN. 13. OICDT AS EXPRE'681.Y PROVIDED HB1EN, NO ADI)MMAL CERTIPICATWNS OR AFP04MATIWK AIIE INTEND®. I6. AL7XMTIONS, AD09TTDN6, OR OYMe3 MAAGNGI TO Tina CNXUMBIT ARE NayLrRFIESXML�TATLELD AND I7NAlIW1'K� LTAHIS CCRT�IG(ITINdDM. VfN EVBl r7.a FEEt COALTJ NG TMEFf7LL�01YIN6 FpR1atAWj'U�NOF (t)UBEL VIER LTCALWO M648 1101 ��" Nre,ar�:�NLE■ ■ MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PANELS) O • �. • 1.AAUL INTERIOR FASTIENINGDETAIL IlE1;rE"�i iE.�F=i • 4 - i®E1i rEaN�;6 i®® iE.7E1i iE IPA aE3[�i itif3l VA mu-- - , Lewm IS OmEMER „YN TWT mm MR IN TAMA ANDW OtIEW Sw■ CIMAM A11l NOT 9AAAA7,ONM" GLASS SMU mE DETAaI Pete H tpu3,Aw 34a WNeE•atNMi wITN PANG OPTIONAL. no OR /OTTON CLOSURES MR N smo,N IN 1701SE DRAe.015, 1QIdI t - ma F(p1 MOM INTOWN 3 W r'-10 N 1'S.A amaWlAtN raT9R wawAOv1Io wtl°N4wNT ,� ftI ON NIEIDE PIQ 8 / S J SLI WASMNM r0B{r cM NO (com NlIrCT6>o SMIUMI rmtYr0,1 .DIA®tT 1 s# �a6n6N.m'IIJNT _ ��� %IOW /I.00t q� ,Y00D RIMMING AIAAN IRISH IN ANDICS V.0n61AILE r mcit 1PAMADIKWTO own OPTIONAL EGRESS PANEL M INTERIOR FASTEMNG DETAIL 4 r2.250(O.°5.250' a z.250 I uT 1Y N x 'w9 t2z- 12 2.2094 0,7E0 pp11I'mr 0.094" o.1x58YPP0.3 0.094" ,d .094' :3751Wool.�,,1��11N�1��i� °�° Rio• 250• -4 2.000' I- --I 2.0m. � TrP. Z �gj t .121' 1.180" q{. •N• NpAOFR .,,h ryl• I.aApak ifayyRi, Yf ur tf am 4 NI 01.01110.E II tor- 1.51 1,560'h- -�13W' 10 ].3Q0MAX.31 0.376• 0•]I3' 0.. "2 ww a � s OF 19D• b55 0 SSW L007 5 _ 7z.soo"PArIELeovEPAae--J yL� °.E7s� N,� ass• o. ��d%�s• °.376•��.T ergs• I99� ' 14.13W PANEL LEA. i II m m� 1 ' ' N �o.s4s as 4:7sa' 0.250' •051 + t p ,f o xr c 2m.. ��o.Dso r�-onPr F�z.ova:ko.os`�J_,,n o.us oi7a °.a5 0.7L0' RO.SIS 30g N V BRIO-d!T r MAU _ ....•JiP• 0.090• D.9s?' (7 I 4.,w* '0.�3 2� L W.:, s.PReaW:w .655• W'.11J 4Y TA DDICTrorl 15 �qII 5 _err r4x a LL'Lvl - D12S' �°WO µl ■ x- rtnTe a ter,-:u tvp t{t 9F¢ C AHaP -'1Mec CEX;FNIOFD] 3 '4` 9 Ii .G}W`t:([lrrcuEP.N wSa _ -OVERLAP O..Tnv:C 4"MAX CD10OR I)SURR D6rA1L 1 �,25• MAX. J�•I 7I L,/ O.38B'j• xu••••tr<c•rt;Rerc ' .257 MAX. �Ce MAX. rzA tiara 1. ) d"JO PM+Q.:. - Y`NY QAAFT" 6.TTal tn'ro7r•x:l Tr•r.IrY lY Ey BUILD^OUT OwrJ: w-:n r-Ju: xn uj aJl i 1INNI [$STANCE �nT'IJ••i1T.:1 TYP fY 'gi t " "new aAr rrrr [r- 1.00d' t, :Kl'K 2.T'Y,tl;e;t � nRA- ♦ AYAi; h IA S4 v+-:k't:1 NOSH JL'. N:-11L.4`I Yhi ..i ¢ r WIn ­1 Lox to/JOY an 4e•u::lo 4Y>J•4JraY EMBED E LOW 'tiffi V:ti Nc- J,-1 srlr.7curro :x rotas wr•1:�.O�Im��rsl �: S OVEPI.AP T•w>IwvRA 3.02V } A'-'tS NLt wn. of .,7:. .. N1AX. nulllM)III Na)xl (:I(LW lilt M1rlNl �.25' MAX- poll ••'APr •7 ^r+J. Ta %' ., N.T.4 3KI lI�e ■■ ■■ GC Tr: L R tl*f1V I:TIiV -( 'r :� MN. Nf i i It v^r Jx cad 1MIN. m r Ix4. A'a newt, arr..l>•'v)• 4'rM)(. , MIN. fA t(A�11nJA y 1 Mil �1 EORNFACL051.WECaNI BhLV4lF:Mx'MJ-.: Y0. sV' i^I v4in'J. a 1. !! � :ssi�Ji� �r i w 1 7 n TRAP MWNf Cl04URE DETAj. 'Pnrr.lr f N:L; ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANELFASMeRS O til-T O.G. zs ISEer DnTAMrx _ I: ,(� Mar o®R ArcNOR nerasas TY►[ ter u 7 - r r•r P 3a-ir lxwrrne C i 1 C Ca C4 I:n1rtY►e wasTPP! i Q C3 fA <3 CI G C q 1 .1• 0CNmm n 17 L °!WAIT Ul7MCON 41 H s2 f��� 7 12. 5 lb d ] •7" 9.9 12 .5" 16 .0" 10. " 2 aB" 12.5" Sao AI 6.1" 12.5 16 a' Il.e" AO' 1 .S" z 14.0" r.i" 5.6' 12.5" 160 63 5.5' 13.5 12.r its' Tar` 111 ' A3• G a: ' 12.!" SLE I! a' fan° 91' al" tI tz.4 a4' !z.!" 160 B1 1a0 a1 54" !4" SI.S• IBA•'. 3- a ad• Iz.S•• 16.0•• 6.1•• 3.r t .5•• 160 51• s.4" (3Ry l i• T 4 1MN(1l J 11 33 OCWAIT UlT11ACON - 1 aw •al _tax: 4 Inv ) 3z E2 C-�-•"�•' T2 1 S' i• ' 1 ' l/.a to 1 is.a. 3d.!" 15 .D" la L2 12.9' A 160 10 1 d' 1a ] 2 " 1 .d .5 D 12. Izx T 96 12.r 16 C'143"11 12r 1p D"11.9"9.r 12.5' I5011e et' 16 11 1d 6• 39 a 11.r 9.E 12. ' fa 11 SI 11.8 ALL 16.0 119" ALA" A5 32.9" 16.0" 13.6" 9S .1" i60 319 M., 9,b" O I:M {t4rt/C FNNx 33 K IOXh360 Stt 41 48 2IG H,N 62 SZ3•' IG Y' 1a0" 111a 12 S•' Sa ° 1!.T" M-0- 12.5" •Ip D 1411 SL.9 • 111' 16.0-110-1a6' LIT. mo 11.6" e.I 12.5" 1040 12 10'71' 12.5 1 .T. 16.a" I"" 16 . ] 4- ,LY +. I33' 2. ' few 1 1 1 .6" z 161111.5" 1 0 !LS" 6 10.6' 12.5" Lab. 12.5" Sao 113 1a0 12 106" 10:6" 1 .S t 0" LS' 1 . " " t 16D 125 06" q r. i ;V14 HIM, 33 new i MNMNI11r WA1 41 M X 62 12.r' 12.9. 36, ' 3 ' 1 .d' tea' a 16: ' 1 ' a 22.1" 11!" 16.0 Ater' 14.0" 1l.T' 1- L4 ]' lit!" {" t2.s" 166 1a0 ld D• NSA 12.6'• 11 3" 12. 5 1 a'Ina' a i 3 lit ^ 2.!" 1 tern Sss i L2' 12:5 lad• lad• 13 d 12.5" 16.0" 15.5" 11.2" 12.5" 16 D 35'S u 2" . "AuCALALL 2.4" MM DISTANCE IS WSP .1`IA4"OIBtD 33 NIWNI x„W)pN ♦1 48 A-� si Er�rwawa'r 72 . t-1 P INNIn 33 1 J4 ! nhNNlIxIWX)x 41 4e M-� sz a2S 6.2S C25' 0.29" 12. 12.r" 10.3' a25" N. 7.1- cr I6. a a7 a 7 3 23.7^ a2S" 73: a25' 3L7 a2S IF. .IV a4". 10.1 9.4" 4.201 6.27 12.5 12.9, 11.7" a2!" 10.9• ats', 36:a' r.E" F3• 12A" Ish" 410" SB a2S" G3•' a2S' 9131.a1s1 fl4 52" SO• al3' 306 4 4.0" a15• 9;r /20 44 i3" 10.7 4 IA" IN•. I-IN'wnrO 33 ITN 6.6. TAPCON 41 a 52 71 I2.r 13.3' al• SAe.17" I47 41" 4.d' a23' 107 41 40" 6625 1 3" 4.L625' la 4 1' 4:d' G W 10 7 4.3 40•' loll" : " r t' 4 ° 7 ILA" 4 °" s 114.111M~1 33 Ws 1 ALL ro SCUD SET 4 N l� 52 �'�'T�R6INN 72 12.r 160 i4..1" 11r Ar 15.0 $V lAr I 121VI 16a ai I.W. 11S 16 1 ' AI 1 s A' i l' 2 16.0" J' 7 4.9 z S' t 1 li 7 r 63" 32.5 16 a• A7" 7 6 1 's" 56.0" 7.7" 6,2- tt 6" fE o 7 4 2" 13:5 1 .r 2 Sad 'S9' 72 125" SE a' 7:7• tf 760 77" 6.2 l2 S" 16 IN. 1!•1'[1IN•SUED 33 ",-I w .." M ar�ra 46 1�aIE - r� 32 72 12. 16d• a4• 1 a! 62S" 145 14" 4,t' aza' Da iD 27" "J' 2S' 36• 5,3- 2S- S.2 A6 3" 6.25 0-N' 11 S' 4.4^ 4:3• 625' A2• 3.5" a2S^ 9.2' a2S a2S` ]0.6" 41• 3.9' a2r' A2' i5• 3.3• a2S" 92' 915" sr. M4. ILil-a" 39" Y' 32• 3.3" NAR DLTnar RIP 1 l I ,r ID tIM1 N' awn TYr! ,Iti18r Tyre eras T»a t7. C2 C3 C4 Cl C2 Cr C4 Cl C1 C3 C4. � Arlwsa nueesunee �• [ T tMr® 1J 73 12.5' 360116.0' 1 .9" 12.9' 16.0" 16.0" 7.5' 12.5• 16A 160 7" IN. n:RrW 41 12.3r' 16.17Sao• err' 12.9' ISO' 13.0" ■.1- 12.5' 10.131400.0" 4a 1 r 16.a ]a0' 77 12. ' No- 147- - 6.0' us- 16.0. 14.7" 6.0" H--A�n•�� 52 MS' lea 1a0• aD 12.D'ss.0• 14.7" 6o' 32.5' 36.0'14T 5.0" 72 12.r Ind' 14.7' a6 11r' 1NA" 14.7" So- 12.r 16.0-147 S.".i4.11F3'CHMI) 33 L2.5 160" 36.0. 101 I2:r 16.0' 12.1" 7.0' LLF' 16.0 106 6Y' WOOD SCREW 41 1LS 160141' IS 12.5' Sao 97" 5.6 129• 36.0 %?s 5 6 44 12.5 16d SLo• 70 1a. ' 160 96" aS 12S 6.0 96• s6" DIIIIIIIAMMto-A 12.r 160, 11.3' 0.4. 12 S'L6o 9.6' SA 12.r' 10.0 9p 30" 2 12:s 14.010.61, fib' ILY, i6loll. W SJ5 12.5`' 26:0 2/4'. I-Ite U44CO 33 12. ' saIlk Monmr,1141011 1 :S' 1119, 1 0 0.T TAP ORa'CAA6f 41 LI.S 16.0" S3' 11.55'160 92, 22s, 6.0' A2•' y 4E R t2 S Fur—14,0, 14011.4 1Q9" SLS' 12.4 160 160 .L" 12.V Al" 12,5' 16.0• Ai 18A^ 9.1' 72 12.5 14'a 9.1" S2.S' 11.0" '112.r' 16.0" D.1' Gs a3 i. a .3" S r' 1p.a 7A" !.9' 12.r' 12.!" 4.6" 4.1 0.23' 12.4• 4,e"WOOD■usome 14� 112, 4e 12.S' .4• s.9' S.0' 2S' 12.Y 4J' •d'6.2s]2S 4.7Si ME" 4. Z' S.5" 47• 2 12..' 47" 4 a25' 12.3 4.1"r2 4.ir 123" 4.Y' 4.D' 0.2S' 12. r'47" CUP Z ANCHOR NOTES: L. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIMID HEREIN, BUT ONLY PROVIDES MAXIMUM AUAW ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED ABLE IN SPAN SCHEDULE STALL DUPE. 2. MATERIAL, ANCHOR OR TYPE. SE ECT DESIGN PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, a ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EDUAlTO NEGATIVE DESIGN LOW ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANSELOM CONNECTION TYPE BASED ON APPROPRIATE AICUNTINO CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE), 3. "PANlL FASTENERS• ME 5111D9 USEDIN D:7NINLRION WTM ALL MOUNTING EXTRUSFON6 'I -TRACK STUDDED ANGLE ETC7 ME CIVIC. P L FASTENER $PACING TABLE YAWES POA ( ANE ALL 71'• MAD'U'-HEADERS ((tIryfNCCLLLXIING SUILOOUT GONDITSONS). 4• ANCHORS SHALL BE rli'TALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, S. HOLLOW BLOCK HOST STRUCTURE SHALLCONFORM TO ARM COO BLOCK 6, MINIMUM SMSEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7. MM M EMBEDMENT AND EDGE bISTANCE EXCW DES STUCCO EDAM BRIO! AND OTHER WALL FINISHES. WALL FWSH� SHALL BE LIM2TED'IO Ij4• MAI:OR SHALL aE VEaIFNEO BY OTHERS TO ADEQUATELY TRANSFE! IAADS 70 MOST STRUCTURE. S. CONCRETE ANOTED HEREIN SHALL BE EMBEDDED TO UNCRAC*D CONCRETE ONLY, I: WHERE EXISTING STRUCTURE IS WOOD FAAWC, EXISTING C.ONOMONS MAY VARY. FIELD VER7%THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 570E CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENERSHRLL BE LOCATED IN CENTER OF NOMINAL 2' 14- (MN.) WOOD.STUD (P' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BEMOUTHERN PINE'G-0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE MDLLIPS PAN HEAD OR HEX HEW. 11. REMOVABLE ANCHORS ARE: DEWALT PANELPATE, ALL -FORS SOLID -SIT B BRASS BUSHELS, 17. MACHINE SCREWS SHALL HAVE 1/2- MIN ISIM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEW, OR WAFER HEAD (SIDEWALK SOU U.N.O. 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14. N■ DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 1S. III DET RMOUNTING CONDITIONS. 16. Lamm rAnERPOLATION 15 N7r PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET, I ill 9 N N L � N _ CU N _ U O a O C Cu "d Cn CD O Cu cn O C O ca. O W u_ 0 .� =+ N p -0 go- . _ Cn Q z z W J N o N d N � W o s � 93 1.7 p=. � EOtl3 C m N •rn N t N QJ O -ED+ 3 a3 O3 ai O° a E �_ c Z O 36 NO o 3 O3 N al7 = E N C, d •'3 a- 0 W. C W n� V I CIO L O W ■ r^ Y I CIO W WW G Q Z Z ^ L SHEET NO. SH 1,5. --