The URL can be used to link to this page

Home My WebLink About36598 Garden Wall WayQ 0 0 a� tZ CN CV 0 CN a� 0 0 Na N 0 S a M m ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Ar Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O,M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ 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 Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or RCS Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. 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 KMALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative 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 WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC 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 WOW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME -WALK REVISIONS 01-04-18 3.0 2017 FBC UPDATES 08-23-19 3.1 ENG. REVIEW FOR 150-C MPH 12-19-20 4.0 FBC 2020 CODE UPDATE 11-29-21 5.0 ADDED ELEV KLM PER C.M. 11 L 7 1 J 7-- __�] � _L__ 711 FE_L7J L - ____1 Ell 0 I M IF= INI 1%J JX 119M 2889 Al B 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FIRST FLOOR PLAN 1 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 MAIN ROOF PLAN 6 FOUNDATION PLAN MONO 7 FLOOR/ROOF FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES — MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. c�4 C-) O M W M.CD Ml N Cl N s N CM RI Q y [V Y 7 E G C. U ✓ rC ? �. in y a] -C, U ar C. E !U O t% r1. U O v C !ti �4l1,�11ji��rr'*R '1 ram--- 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 - Residenlial 7th Edition Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v.a�se�y;y` y W 08 V 3 0 co co 0 N a a;Mv W �LLL,I W +- r W a a Z — : r me 0 W 7 NNc0 0 M 0 d W Z IL^ U) m w °' J � N Cl) Z V C14 < O U cd %< Y�� wrT W o 0 (D Mj 2 N c7 o �Z � N z � � J N Z a � o 4-J U O^ L,] o tIJ^J C N 4�?k:lN,li 1.1.J r— — E cg :V .® CL-0 d r` O M W M z. Sti a Zz1 a Q � ws Z (U _0 C7 O moo' �Z °�z a ; p 9tt z 04 o ¢ w i Z a m0 Uj C oY 0= z Z J W U � i NLL .J to W; 2 N p J > Lrn LO rn Q 0 co o CD co 0 CT Y'^ �-- V) o co N m m LO ice1 � a co (D N M 04 N Q rn N LO r CD M N c �% v; ao z z E c ccai d E U J Q c J JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. C S 0 0 00 -V 56'-0" 2'4" 22'-3" 33'-9" 10 A T ( TYP @ 2 STORY H.B. 25-SH Io > 1 OPT. REF. 5-SH 10 0 AC PAD AC PAD - n--- 2, - - -zi---zz<- 16" DEEP i� co � S9 :. s 10 - w IW - 246$ - 26'-32" - co 11'-62 ' 4'-6" p 12'4j„ Iz i FLEX ! PANT czn I = 1 r � c ., • 8'-8" FLAT CLG. � I g ih O N j 5-SH CARPET N I T I j II D.W. I t 16" DEEP I 00 �TN I J 22 CAFE I- -� O I 4'-0" $'-8" FLAT CLG. ` z NOTE: FINISHED FA I LY RM 1-01 �_ KITCHEN, E 1 HU 0 WALLS TO BE FLUSH. 8' 8" FLAT CLG. CARPET I "'I 8'-8 FLAT'CLG. R VERIFY IN FIELD. FLR_G.T. CARPET - TILE ° HDR AT 7-4T' 0 00 PATIO 1 (3) 2X8 #2 SPF W/ z Q I LOW WALL OR � 'I 0 w/ DTT2Z @BASE ZI m I RAINING PER SPEC. O�o�O , 306 rn I co O cOn - 16' 4 4i_0. 5'_8" d T-4 3'-11 " o I CD I I 00 FOYER _ 2'-0" 2' d , LO FLR. G.T. 1 8'-8^FLAT CLG. M TILE • N o - 2- - - S - I 3_ .- - _ - 2868 2868' S3 Q 16 6� 0 D 15 co CC S3 O Cl) 1'-4" 5 cn_ 5 -- -- -- oo S3 � 6 14 N N D2 N ---- -- -- - AUN. r- "7 13 INOTE: FINISHEDI I O 8'-8" FLAT CLG. 8 12 r `EDGE OF SLAB 2" i WALLS TO BE I LUSH. I I -J TILE ----- 1 --- BEYOND WALL I VERIFY IN FIELD. - I I c0 T IL N p 9 _ I WIRE r-- HAN$ N B 10 SHELFI�- + 36" A.F.F. --_ 0 8'-8" FLA I-\ DRYER VENT - 42 SLOPING I I I in TILE 14 L) I � THRU WALL HALF WALL G rK O W N E I S SUITE C! TP ` �P I D DTT2Z #2BA SEW/ S3 3) 2X4SPF )+ 2 CAR GARAGE T 8'-8" LAT CLG. @ 2 STORY 8'-8" FLAT CLG. AFF C RPET R&SI IJII II g 1 1 0 1 6" DEEP PLUMBING LINE TO o I I N " " " SECOND FLOOR GG I H ¢ I I LINEN S3 I w I I H. 2068 B.F. IO BATH d 2668 ' i I w 8'-8" FLAT CLGi IX j I 0 I I TILE 0 3 -4' 3 4" 5'-0" o I cA o coo 21'-4" I T I I 7. 7, I I - - 8 �$ - - I 286� _ I � /� � I BUILDER TO PROVIDE I f TYP @ 1 V V. I, C, I 2 6 APPLIANCE PROTECTION I GARAGE 1 fn I I WHEN REQUIRED PER FBC I OPENING wIXCl? - - 36" X 60" I 8'-8" FLAT CLG. I O I I I OL, Iz SHOWER I CARPET I I K I I N 0 Mb� -- 00 o I I W. VERIFY LOCATION I I w �) ELECTRICAL PANEL I I I � T -- N FIBERGLASS L---------- J N - I I SURROUND R&S - ENTRY 8'-8" FLAT CLG. / - c O N HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 112" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" - - FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL H5 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" - - LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" - - - LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required - " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 } S.H. 13 20 X 38 18 2 X 37 S.H. 14 20 X 50 18 } X 50 S. H. 15 20X63 S.H. 16 20 X 72 -184X8271 18 J X 714 S. H. 1 H2 27 114 X 26 26 X 25 J S.H. 11-13 271/4X388 26x37 S.H. 1 H4 11-15 27 J X 50 J 26 x 50 S.H. 27JX63 26X62112 S.H. 1116 274X72 26X711/2 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 J 36 J X 50 S.H. 25 37 J X 63 36 Z X 62 112 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 254 S. H. 33 54 X 38 J 521 X 37 S. H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 } X 62 4 S. H. 36 54 X 72 40 X 59 52 3 X 71 J S. H. S.H. 39X59 N/A DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET HO SEE SN SHEET 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-8" 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 VERIFY METER +H.B3'-0" _ 3 S6 STORY2 LOCATION WITH - BUILDER AREA TABULATION "All' FIRST FLOOR LIVING 1793 _ 56-058'-0" t�20" SECOND FLOOR LIVING 1103 - _ - - - - - - -- - LIVING TOTAL 2896 GARAGE 437 ENTRY 26 TOTAL AREA 3359 PATIO 24 FIRST FLOOR PLAN INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED - EXT FRAME 2 x 6 R-19 KRAFT FACED ELEV-Al CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: %4"=1 '-0" (GARAGE / LIVING) C- c�.+c 0M za :� U 7 LLS O CD S= p N x N � N C1 CS Q, a. e- F a= .- CJ iss y CD 61 o CC C � O ry u lili!litp?y';\/t(rrittr� �..•�� 1�M1�I! J.� ell�'0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda 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 rV v EEo o fir! O N s «�. 00 cc CZ i Q MLL ��LL LL w f 'k v$vA V Z o J 0, Y �M ' W2rnrn E;° 8 m ILN 00 N O Q J co J O .�. W ❑ ❑ CD z J r N(DIM z � o o a U 0 w g L � Ln M -S n r E� v z E o 00 ss °� _CLoa CDa= E va a z cV `o ¢w ZC/)� w > Wa Cn CD CID� aF OIL aU ' F U S C J > Ln L I I (A' LO O m .--� Q c� O co O Y U) o N M Cal LO O C 72co V / 0 N 00 LO 00 rn N cfl 00 04 o cEo O N 00z z E � `m E O 0 J o Q 0 c C J JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. 1.0 Q rn CV L0 LO CD rn S J I co co (V Ln Lo O g J rn a LO rn L 0 0 .o Q 30 Q N 0 a F- N a� E x `v c Qi J N E2 U 0 0 UI N .a a a. N I Y i E 0 U J LZ: N 0 o� v 0 0 a N co co 0 a m 3 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 9 O 22 D1 4 SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1; STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 1 CONNECTTC PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL_ LANDING FRAMING INFO_ SCALE. N.T.S. 9'-0" MAX LANDING LENGTH W U QZ Q W J U 0 Q W ai F- o 6-7" 22'-11 " H2 D2 TYP @ 2 STORY 3 J 3 O S6 D2 D2 25-SH I I I I I I I I BEC ROOM 5 co; 80 0 8'- "FLAT CLG. LO CARPET I j C7 I ; I W O 13'-2" 2'-8" 13'-8" LOFT co ^N I 8'-0" FLAT CLG. (o CD C14 CARPET I I 4'-0" 3'4" 5' 10" _T-10" �I �I O C7 O O +42 HALF WALL 2- 3 -- - -- -- BaA _ 5- -- B FL,T- 4 Z __ __ - 3-- -- - I\ AN H ; 4s8 -' Imvq II -; TP I BEDROOM 4 8'-0" FLAT CLG. ARPET Co 00 5 _ 6 CO --- 8 112 4 - - ----- M ,o - 2668 2„ N II W.I.C. --- 9 --- ^M a� H c!6'S oa j 8'-0" FLAT CLG. SU_R OUND m I CARPET I 2668 2668 I R&S T_4" 5'-0" „ 4'_2" 3'4":7 8'-8" N M SIN 2468 B.F. Cl) B DROOM 3 BEDROOM 2 LINEN 8'-0" FLAT CLG. 8'-0" FLAT CLG. 4 SH 12" DEEP oo CARPET CARPET 12'-4" I I 2'-4' I 12'-4" 12'-0" I 00 I I LL m I to U) I m N I I I CD cO L H1 6 D2 I I I LO I I I I IrEREES I J EXT. WALL TO BE EGRESS EGRESS S6 2x4 #2 SPF @ 16" O D2 D2 TYP @ 2 STORY O.C. U.N.O. 2'-6" 26-6" ol 29'-0" - - 29'-6" - OP 60 THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. MW Lo0 I I I I I Co O I 4 co M W I D2 u?cr I -4w I H1 I -J J S6 TYP @ 2 STORY 0 r [w 6 D2 o� irn 0 - TYP @ 1 CORNERS D2 U.N.O. STAIR SECTION SCALE: 1 /2"=1'-0" ITN ITN CONT. HANDRAIL -- RETURN TO WALL DETAIL SCALE: NTS STAIR CALCUTIONS. TOTAL RISE = 1U-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" - - FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" - FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" + FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" - LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" - _ - LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140(: Hl1 -V 11) 1 -20 (:AH EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. ` WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.` THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 S.H. 13 20X38� 18�X37i S.H. 14 20X50J 184X50 S.H. 15 20 X 63 18 } X 62 S.H. 16 20X72 184X71� S.H. 1112 27 1/4 X 26 26 X 25 z S.H. 1H3 271/4X38 26x37 S.H. 1H4 274X50� 26x50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 36 4 X 37 3/4 S.H.- 24 37 J X 50 J 36 } X 50 S. H. 25 37 J X 63 36 4 X 62 1/2 S. H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE - S.H. 32- 54 X 26 52 } X 25 } 52 } X 37 S.H. S.H. - 33 _ 54X38J 34 54 X 501 52 J X 50 S.H, 35 54 X 63 52 X 62 } S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 112" 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. M 1507.2 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" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 EE C +26.6 / -29.1 �F +26.6 / -33.5 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND �♦11111111111111� • 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 1793 SECOND FLOOR LIVING 1103 LIVING TOTAL 2896 GARAGE 437 ENTRY 26 TOTAL AREA 3359 PATIO 24 INSULATION REQ. EXT CONIC WALL EXT FRAME 2 x 4 SECOND FLOOR PLAN ELEV Al EXT FRAME 2 x 6 CONDITIONED CEILING GARAGE SEPARATION SCALE: %4'=V-0rr (GARAGE / LIVING) R-VALUE / TYPE R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) R-11/R-13 KRAFT FACED 00 c �_ �7 Hi C f0 > C" ✓ C W. i1 ;. E r w � c � � T G- N c E o d U 12 A� % ree.` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a O m 8 V r U) N N O, SO C(0 N M a M 0 � LL C J LL W 3 u LL a W - a o Z ro c Rig z=c^ ig o ��°' W =u)MZdJ LLW Z OU U o0 cn W ❑ ❑ Ur ccn r' .)10 Z N fn 7 Q� Z n Q �a 2 gram U) N h vim V) r CD o =° U Ln w �N Ly N u) .- u) r6 U w j 3t'` ~ E 13 i 2 Y • �0 U o Q x N O coco w M z .J LL_ E �o >� <I Q E OU _® on cu Z o E o so 04 ar L wo 4 �w U)�u O Z v N J ��b �'w N cn a o LL 61 W�{ U S Qe � sk � 4" J o co UI4 �o pp v;i 1p J > �() ''^^ LO LO CM B M � L O O ((3 3:07 T Y 0 o N m m 4-0co C7 N 0) 0o0i LO 00 CV Q N rn T ai m E cD fV o Z Z E O w 00 c EL 16 U M Q 0 _J JOB NO : 22-09414 SCALE: AS NOTED SHEET NO. 1.1 -*--, �, -- - -7- 1 IIC'L 11LI"''l 1l �„I s 11 W I 1 11111 I'0_i 11 1 � 1 1 ' I IIILI' 3 Q O0 co N c� d O 0 J 7t A C> I Q w 00 LV In Ln 0 cn� 0 0 J d O I N L0 d 7 IT N 3 Q CD CL 0 S 0 c c J N LZ U UI .o a U 3 a z I 0 C 01 LZ N 0 0 a 0 N N 00 a m MIRROR \ —/ \ ! z I \ 0. BATH VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES w MEDICINE -1 CABINET 00 � O� O�Q U- Q LL C) > CV > o? o0 80 60 O O f` t\ 0 0 24" TOWEL BAR ON WALL ABOVE TOILET TOILET PAPER i HOLDER C O FIN. FLR. BATH 2 ] C� DW KITCHEN ISLAND H000 l J CL 1 O ih RANGE IL- - KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS W � O co (V 1 A SHWR. SHWR. DOUBLE CURTAIN HEAD RODS 1�6"_FOR LINEN RODS 12 FOR PANTRY Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. w TOWEL BAR a ON BATHROOM WALL ~ _ SHWR. a 0 VALVES - W o 00 = SOAP d CD 00 DISH �j 1 o U o - I M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 1111 -711 F—I OPT. ill REF. KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS -- 30" H UPPER CABINETS -- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT � BRACKET " 36H BASE O FINISHED CABINETS o COUNTER TOP --, 30" H BASE 0 00 `D O 2x U 00 FRAMING I � 1 I r =� M 1 /2" GYP BOARD - FIN. FLR. r 2x P.T. SHELVING - CABINETS ISLAND COUNTER INTERIOR ELEVATIONS O &4 N FIN. FLR. CABINET BLOCKING SCALE: 1/2"=V-0" 1 C-ft c V-1 c 00 G_ ++ Z3 > W ! O 6 O C:) V (.1 Cc- CT G R J >< — cn x M I.L. 0 N o N n w o Q r N Yv c E r N w u w > O w ea r c E ro c, � U O G t To the best of the Engineers knowledge, information end belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a 8 o W N � oD N �1 N # rnNo� Q LL 2 IL W LL - 5 a Z J a a'S- W 2-9 i W Y O W Z ro�a,rn m ul Q NM Z f' Z O U 0 El z � M z � S C� t` M I ) " a--+ (� w m OLu o �N � u m ® — t 8 U o o N 04 � N w ZZ LL- cis a 0 o o w >. <zQ oa ru a �Q o2 z O N � a� ¢� �z L Q% U) c YU m 5 1" ° z cq J �U z v aro ZC T r F y 1z , ? J z F O a� N p J >LO LO C DI C ~ (p O O c o Y ��I^, co 00 u J r- }� -2 O a71 co (D N ai 00 00 L O 00 (V Q N to T E M CV o m iri 00 Z Z E o cc c m a E O U Q C) I c -j JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. 2.0 01 a 00 m C-4 LO LO 0 Ln a� g 9 O I N Q 00 00 CV LO 0 cn� 0 J LT ali 0 cn .a Q rn c_ 3 Q a 0_ E 0 C G _aU'i LZ O c U .o a U .G a. N I Y 0 �o 01 N c� CD M Cn co ci 0 Q d CD C 0 CV S Q m MIR A. - CV 1" x 12" SMOOTH TEXTURED LL TRIM / BAND — 25 SH FLASHING 25 SH �5 - — - - CJ !WEEP F5 F1 1" X 8" SIMULATED �_ LI- I L _ EF WOOD FINISH 1 L" L iro7oOVERHEAD oo \ F11 25 SH F4 F1 1" x 4" SMOOTH TEXTURED TRIM / BAND T.O.P. HDR HGT. IF EXTERIOR PLASTER ON FRAME N 2nd FIN. FLR. HEEL — RICO 1_ T.O.M. N CJ / WEEP HDR HGT. I I 3 I I _ _ TEXTURED CEMENTITIOUS 25 SH FINISH ON C.M.U. FIN FLR F1 FRONT ELEVATION - Al HDRHGT. --- -- - — —�— -- --- ------ ---- ---- ---- 3 TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 25 SH flap 00 S-0" ] 00 00 N 2" (D cD GABLE END VENT SCALE: 1/2'=". 6" O "6' 2" co 1" 1" 4 2 COLUMN DETAIL SCALE: 1 /2"=1'-0" 3 DECO. CORBEL SCALE. FIN FLR --- — — — - ---- --- ---- --- ----------- RIGHT ELEVATION - Al REV. 09.24.21 N N C3 N 00 G o 1 t� a� -G O i__7CD U C1- C7 ,C:3 co 74 NO � -o ro o cL N x °' Co y o a y (a r• 'J �r� 7 '¢o �e <6 p m U , .. 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 and seal. yysignature b W r � p o � a O N N O 2 2sSZ A} Q mJ� 5 y.1 J LL, 5SS q• LL J , W w a W 4 47, � 13 W Fa 04 O W v��a'a' g Z C.0 MZ m w J N ? .. Q , Z O J < U LO (D 7 (oN� cQQh •Qq� Z n � a J C1 � 1� (h Vi Z v � o L 4--1 ci7 m U O -a)w o (n C N (V F— w E d N M IIIII co i M z i a J 0 (h v < n7 5-u S�U z E O N a `y L 7 n o ¢ m 0 T? ? 2 O a'Z Wa� T' U wLL �w k Jo CD O F VCp' �la 03 O C O > L11 i ' n L / LID 01 m Q M rn � L C) C:)J � m m LO +� C: T d7 (04 C7 N 0) N Q 0) N LO T E CO E rn M N 0 Z fa Z j _ I N 0 E O Nca a 0 .. .�.. U J Q 0 C J JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. 3.1 .1 U I I R 11 1 I mi, r t w l *pl Ili-y,h1"-1 urip 'f.l. l.l'll 1 l� II Ilt II' ! 111III rn a 00 00 cV LO LO v chi B 0 0 J rn 0 I 4 N rL0 cn a Q J -a� 0 I a c x rn c 3 w a i n. E i3 E O L C c J N LZ 0 0 U I -o U G a Z y I Y i a 0 q N t.Z 0 C 00 Cn ui 0 0 a N N O N 00 S Q m •-1a0 00 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED 8'-0" RIDGE VENT ---------------------- AI f If . %1177 %Jr r. IT REAR ELEVATION - Al PER MANUFACTURERS ----- -- — ---- — - --- ---- i -- ---- ---- — —------- ---- SPECIFICATIONS — - 4'-0" OFFRIDGE VENT'- 12 J Ci -- — - -`_ -T-- -- 25 SH FLASHING 1'-2 1" 4 T_.O_.P. HDR HGT. EXTERIOR PLASTER ON FRAME - N - = 2nd FIN. FLR ch T.O.M. — CJ / WEEP V-0" 3'-0" TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) ------------ ---------- LEFT ELEVATION - Al : 1 /4"=1' FIN FLR N General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N 03 N d > W rJ >z m o N N > Qy ti N 1~ t= d O ✓ t x Ca ca N V N 2 u 0 ��111!!9!lPldldl// ij u'f`'L41 c : ___ < V-) � FLO— 40 '90FE SSNO flljjl!!611 \\ 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 - Residenfial 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r - - H .. W v E O �8 _Q V 0 C,4 N N O' � tp N_ j � 20 K rnti�� I N Q rNi C)v 'k " C J W W �! = J LLu d W r r v a Y 9 0c .m m w LL = 0 Nz a r0r � F N O 3 °d 0 W c) cn o❑ C N th _ ryQO � � Q Q t� z o a--r cn LLI � L' U O w V) t.n � I -ilia M ti o w z M 44 a E E � w �o� wr >� f na v'R A a Z E o� N wo N � 54 } �LL Z Z c � Cl) J �`�- ab azl rn SL z `o W a� v m O �laTou n F VCO' C O 0 i > Lo J LOcc 01 cc ^LO C O Co � O T o V /04 CID m m Liz c O ` I � coN O 00 CN Q N L0 r E L 0) M 04 ro � iri 00 z Z E O d E U � o Q c � JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. 3.2 s; 3 00 rn N LO LO a> `v O 0 O J Q 00 00 N L0 LO c 0 J rn 0 I L0 L0 L v v+ c 3 Q 0 i a E Fv- 0 L C C 0 LZ 0 UI 0 a U a 0 I Y 0 LZ N 0 a rn CN ti CV N 0 N 00 Jj Cn d v 2" *NOTE: VARIES 1'-10" 1z' CAP CAP N FOAM TO BE USED 1" RADIUS 2" A-l1 0 cD ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE r` OPENING VARIES 2" �2"� SIN iv 3 1/2" RADIUS 3/4" RADIUS 4 1/2" RADIUS V-5 " Mlv �M Av 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" EDGE OF 1" 4" VARIES I� OPENING VARIES V-4" iv C? 22„ VARIES 1'-4" M 12, VARIES ITN 1, 1 1 1/2" RADIUS 4 3" 4,. 4 4„ 42" yy T I I min N L - 2 1/2" RADIUS in mi"T a � �Id SIN '� co oiv VARIES 1" f7 32" 11" 32, 1" 1" 1" BASE BASE �N 3" z" z� f71c 1 " 4"n 1 t_pit a •Bit 4" *NOTE: VARIES 8" 2' 3„ FOAM TO BE USED ONLY WHEN is REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 2" L 1" 1'4" 1" BUILT W/ STUCCO, 2a EDGE OF OPENING �- 6 O 1-1/2" THICK 1-1/2" THICK 24„ � 10" L N T } _ b�a ZKV �=IO- M 4" �, 2" 4" 3 6" 2 2„ iv fn Cr Cr U) W L — — — 2 N Q Q 3, 1-1/2" THICK 24' — — — -- °I< ri 1'-10" v 5 " 1 5, 5 " 7" 00 IN LO 4„ 1„ �i 12 O VARIES VARIES 1=� 2 2 ( I �'J U) WQ i` —�� _— _ _ � IL eff VARIES VARIES 4"-- 3 2 r--------- iv N � - I 0�p �� , ^ --a, 6" 4" (V fV KEYSTONE7F11:� OPTIONAL b KEYSTONE F110o OPTIONAL Y4- _ cDa ,Qs co L T 3- ' GARAGE DR. OPENING 4" WINDOW OPENING 4"" •O INSTALL OVER STONE, TYP. VARIESro • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14, 1, 14, 12 2_1 4 _ 1' 4., SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 5�" 1'-1�' 5q" ll T-8" 7" iv 4" T-p„ 4" 1 10" 1'_4" 10.. o N f2" L bo � L L N A C14. - -- --- - - - - -._ o0ov —_—_ N� �� O GENERAL NOTES: ME • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F MW • ACRYLIC SAND FINISH cv c� c� J ,off N 0 f--- C-) c+ b G) p r� o > o t" 00 E 00 o a N N O N M CV O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F O 8 :rsyG' y O N N p m ' �_ N J p YSI �y ,w Y, M 'T LL -j W LL U_ J ILL W Viz. Z mad n C m Zg ' W 7 'N N f0 3 O c ) W Z (0/ m w N M Q J CO) and U ,-� Z U � � N M z z 0 _- U)Ln z .2 2 �_ U O L O U) Ln U N W J — 8. 8. C-) 93 0 onp w M 'n U_ E E <� a Cz w'z `® ❑a — o0 �z U ,i Z O Nry D x O ZN r U a U Q � � nLL ]Tj v a= s s` 10 J > LO LO LO@ N rn Q c� 0) (d C:) C:) co O co M W m 'N� J O C:�.1 2 rn I CIO (� N a) 00 LO 00 GV Q rn N LO a� CD M N o v w 0 Z z E O m cc c a E U _j ai Q p c JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. F 1 3 T3 Q 00 00 CV to LO U) C, rn S J C) O 1 N a 00 N 1n 1rn O S 0 J C) I N LO rn 0 0 Q rn 0 Q i O a E O v c J N LZ U U i v v 0 a U a d iu 0 i 0 0 LZ rR ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR 1' PANEL CENTER h `� #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI I 150 AMP/ 200 AMP No #10 to WH 10 #6 to Range A ti/ I \ #6 to HVAC 7 200 amp 150 amp UNDERGROUND [Dis SERVICE BY POWER CO.----_ INTERSYSTEM BONDING O TERMINATION PER 71 NEC 17, 250.94 150=2/0 200=410 in 2" Conduit 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET 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 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) [C H CHIMES (OPTIONAL) �BP 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) T� TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl 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 RECEPT. FOR ALARM SYSTEM — v Cr(Ir T IVIC I CR LOCATION WITH BUILDER 15'-0" j1 VTR I �^ I AV I I I VTR 1 3" 1 311 III 1,11 N QI -4 < 211 I Z" I 3'�wR 1 I I ENTRY 9 NK rl� l:� SiNT KiTG TO �E W, Po 3". PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER MAIN FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" -.J J 0 G O N -d a> -o O G @`,N rp yc. to c0 N P p fa N 1 r_ 7 0 Q 3 Co -Q'3 t0 J N G+ N ra `v- eo a w N 0 CV rn CV co 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M Jo FW- a ' V o E 00 N 8 d Co N .'T C > u7 W N ^O e tits N 2 co v J u MLL 5 5 w w w a a, I�il Z M N }w}. W W 2 ILQ _ N (D 02r- rn rn 0 �, O 0 m N (N d J (� 6 UO U' f7 N N C, 0 � 6 a J Q. � N N 'n '�'C• 4-1 t� w �c Q U O o ,, N c J F E L "a0} • U 93 < Y N O� ti Z)W co M ¢ 5 q LL E E wz aR oa >o Zo O N a R Z � ry r � � J zq �r �n - i? -0 m� ¢ . w s rn W T a � O nE `< D o F CID°s �Iw �aT. �C:) 2 > U')J LOrn 0 Q CL L, F-- Qi C:)co C) Y �--- rCf V J o `o N m +-� m LO T Q 0 s i 'D N L0 00 00 -0 QC1*4 am N T ai TT V J 00 (V iri 0 o Z rEu Z E O to a E _j _0 w a o c c JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. 4.0 "-.T �--- a rn 00 ao N L0 a� `v chi B g' 0 0 I Q 00 C14 to d cn B g J 0 I 0 Cr 0 tT 3 Q i d E a E 0 2 C N LZ 0 O 0 C i U O a a z N Y i 0 J tv C) (V 00 16 0 0 00 S Q m -p to ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER NEMA1 150 AMP/ 200 AMP 14 to lights & outlets 12 to appliances and GFI 10 to WH & to Range 510 HVAC METER II U 50=2/0 r200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING 84 GROUNDING WIRE TERMINATION PER 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" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH �94 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e—� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) HEN PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL _I DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W! ROUGH -IN FOR (✓ J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT I I I I I I I I I I I I I UPPER FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" C� C:'7 00 N O O ca- c1=1 LL- Jtn co 0 v o U' N tc _ C y d > c X d U G O 7 S3 In in- C E o U O- 0 C'V CV 0 CV CV CIO 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 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 v E 0 o S N N O cNi v " J cli d 4II I11 J W W fOLu � O c m m 4 IL Z 2Z Q J Ov ¢ Z asyr, s 't W Q) ❑ ❑ o s CL N l!i Z v � o 4 -J , w g p U 0 V)Ln w o c v S E 8 yFr S .2 3t U N sm CD CjD w M M N < Z E Z® E OV =U to wo C n Um Z o E N � N i a W m < U:)� V 0 Z a W T ma F � oLL � LF, a s n 0 o O a' F C CD i > J (O rn • V CDO O T Y r /� c VJ o `° N m m r O rn I 0 N O7 00 04 00 cJ LO 00 CV Q v) N L0 T CD ai m Z � M N o Z Z � E O vi 00 `° c t1 U j Q p c JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. 4.1 I F:�l rn rn 00 00 to L0 N O �p- Cn rn g 0 �o- 0 A CC'�I NCN LO L0 Cr 0 0 O I L0 LO d 0 cn� C, 0 Q 3 4N N O a E H N E 0 C Jy QJ LZ E2 O V V U N .o a V rZ L I y Y 0 U .55 LZ CN N co 0 0 0 Cl- N 0 0 Q V1, I KA ATTIC VENTILATION CALCULATIONS -Al - — _F — ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) — -- — — — — Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 16 15 2 8 1 4 0.0 (Zone 1) 0.0 0.0 Main 4.0 2.0_ Floor 1080 1037 148 518 37 259 336.0 (Zone 2) 60.0 276.0 Upper 20.0 0.0 Floor 1166 1119 160 560 40 280 300.0 (Zone 3) _ 300.0 0.0 " NOTE'" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ZONE-1 ATTIC SPACE 16 SQ. FT. ROOF PLAN - ELEV-Al SCALE: %4"=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ, FT. 'If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents. • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN OF NET FREE AREA / FT. Fo mula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed) c� c•� C"+d +J o L c G._ C _E ,L � n is r C O Qf 3 "' u y o = d co >. 7 cr- uS3 Cn C1. U w rl f � F' s �� N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda 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. o 8 t• • 0)0 N rT QC7 N n 7 1A -0N r ." .i •. H n r ik M 7T 2S 4k LL �u-u� 2 w w a S2 c ° �s t m W ry N rn rn W r° m w z LL - N 0 d J 0 0v Z _ W ❑ ❑ m J Q _J 7 �-1 � o 0 � 4-1 cn w c O U O C) — � o INI^ �vI w C N ~ U� U'o o cfl a z - -I ll E y ty E O n� EC Q Q) •`� `o m 5 � n z J Q) g� W Q� T (� ws 10 ; � Z O OCID 0 411Ln J N co 0) CID C) C j CD co 0 Cr o CN W m LO T +� 0) C7 N ai LO 00 CV Q rn N LO a� T C0 CV o Z E Q w CD `m C a E 0 _j m Q o °; JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. 5.0 }- I I I- I1— _ III 1 ' I I l- I 11 I I'' -I C" -v, a 00 cV Ln v V) N Q 0 J ,d- CD I A Q 00 W N 2 cn_ 0 0 O 0 J 7t 0 I Lr7 v cn C) rn 0 3 a i a E N 0 L O C yN LZ N 0 CS V 0 a U i I Y i c 0 0 0 _N LZ a> co co O O d N 0 N 0 00 Jj Q m 0 0 v O) M ®E O N iD 0 M Q _ T• 58'-0" 27'-0" 29'-0" 2'_0" 1-STORY 2-STORY FOOTING FOOTING 4'-11" 2'-22" Z-51" 4' 6" 4'-8" 3'-10" 4'-5" 4'-0" T-4" 3'-4" 6'-0" 4'-0" 4'-0" 4'4" TYP @ 1 2' 6" x 2'- s' E.W. O J TYP @ 2 S3 STORY S6 STORY H.B. t --------------------I— r. —.�. +- ro PT._RE F� — -- -- I -------- I 3-1/2" MIN 3000 PSI CONC. SLAB FOR I HERNANDO COUNTY ONLY r :: 23' 3g" �' ■ — ■' - - - - - MIN 2500 PSI CONC SLAB OVER 6 0O MIL VISQUEEN VAPOR BARRIER HVAC CHASE_ BASED ON } - - _ - _ _ I 1 0'-0" - LOCATION ■ - - - - _ I D.W. 11 + 1 ...... r,-r — 4'-0" - -III CJ CJ �„- _ _ _C I I 1 ` li } AHU C J i11 r �Iro _ _ L_ 1I 1 —STUB UP TO I 2ND FLOOR KITCHEN I CHASE TO -� - :., FOR A/C — J ■ _ - - - ■: PROVIDE 1 %2' RECESS ISLAND LOW �� I -- ISLAND --------- -7 T'c1" 1 ■ ■ _ FOR SGD. REFER TO WALLS-- r- I MASON'S SLOPE FOR E 1 /8":1'-0" I WIDTH 0'-0" 10'-42 . 2'-: , 31" 3-4- _ _ 9' 9$„ I.. : ■ -4" SLOPE - --� 1/8":1 6,-0 4' M 2'-6" x Z-" x V-0" TOP OF CONC.I PAVER TO BE 4" S3) W/ (3) #5's E.W. i 1. BELOW FIN. FLR. SLOPE L 2T 24"" - 7 -74 19 "-22 - I 2'-0' 2' C [PPROVI DE Y2" x 9 Yz" I co RECESS FOR FRT. DOOR J - c ■ .......................... ............. ...... ' Ci Ci I GG —; -INDICATES FILLED CELL w/ 3000 PSI G I S3 I 0(2) #5 REBAR CONC. GROUT FROM FT. TO BEAM W/ S3 - (1) #5 REBAR VERT ABOVE SLAB TYP :: I I W/O UPLIFT VERTICALS w/ in �- DOWELS EMBED W/5'@ ALL PLACES SHOWN EXT HOOKED FTG. I } i _ j - FILLED CELL — ABOVE SLAB "GRADE 40 STEEL" } I �� i I OP-Tjl - I 00 I I { I W _ + PLUMBING LINE TO SECOND SLOPE eA i I r _ - FLOOR I / I - -3 1 /2"' OPT. L__ TYP @1 I 1fL-� \:. I STORY ( • • L — — — — - -- - - - - - — — - - - - -I— 1....._.-: - ,F _ y\ _ C)G J CJ \��" dl CJ tb / GG I: N 15' 64" 4" 5a" i 5, S3 I : K ih t`IN. S3 O .. 00 : 2 STORY 21'-22 �v - 1574' 6'-3Z" • }I r= _ - �-� : (2) #5 REBAR I 1 lr 1 _ 1 `, VERTICALS w/ in I i t - I I' �VERIFY LOCATION I / FILLED CELL —� — — — {1 J — ELECTRICAL ANEL — — — — — — — — -� — L _I — 1 8" L 5'-58" A TYP @ 1 S3 / STORY 6-6$" 27-0" L 2'-6" x 2-6" x V-0" W/ (3) #5's E.W. 6'-0" V-4" 4'-8" 1-STORY 2 -STORY FOOTING FOOTING 58'-0" J TYP @ 2 VE IFY METER S6 STORY LO ATION WITH BUILDER l 4'-0" P. 15'-0" 4-4- 2' N 2'-6" x 2-6" x 1'-0" W/ (3) #5's E.W. (TYP. OF 2) FOUNDATION PLAN — ELEV—Al. SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN -1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN - w z w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" I, a ;; #5 CONTINUOUS +a la \'1 REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. q U. N.O. **Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N c� J 'Y1 cam—, ® m � .L N U p J 7 P cL 3 a, .n ca as u w p c E co 0 J 0 �1 r- vt rf _ Q < To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �Jz„S W IT E V oN o C N MQ a LL Q N 52252 J C -1 5 U;-Lu o uj 04 C W W r- o ^� Z °,0° N M Z J N V' z O U °d ou o a U' Z ry m z Nal Tom•• (� in a p U 0 LL s _0N C_ U w e' c d) Q �0 N O III C::,w M N E E �• E ] w oa a F@� CL �a°a �L1 Z ; N 0 L ¢aq oo Q p z m � z O z >y Q� LLB_ z O z W Qo �� N� z U . CD � Zia a U Z > Lo L / rA' Q C:) Co = C) J f"r T r' T V U � � c N �T/•� W m LO }, O 2 C� I -� C7 04 0) 00 00 LO 00 CN Q rn N u r M N o N j N 0 Z Z E O N a E • • 0 � 'v 15 Q o C JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. 6.0 rn 3 a Cr 00 00 N L0 L0 ru 0 0 Q rn g J v 0 00 00 N t2••) L0 v r� J O I N t1 L0 0 7 CC7 C) .a rn 0 3 cD 0 CN d E CID O x a O c J N LZ cl- U _o V d z N Y O 0 LZ CN 04 0 a CC) 0 N 00 0 a M m %9 STRUCTURAL —2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.)— PLYWOOD \\. 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d U NAILS @ EA. TRUSSS----— / CANTILEVER F FLOOR TRUSS 2x4 CONT. RIBBON W/ ; (4) 16d NAILS @ EA. TRUSS ' 2x BLOCKING W/(2) -12d , NAILS @ EA. END -- — — — SEE PLAN TRUSS BRG. CONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING -- LINTEL SEE PLAN STRUCTURAL SHEATHING (FC03 CANT. FLOOR TRUSS CONN. SCALE: 314" = V-0•' ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 49.57 GABLE -38.22 -38.22 -60.99 -60.99 1 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (2Y16) or 15/2' EXP. 1 (33/16) TILE: LY32" EXP. 1 03 1'6) NOTE: 1. PL R CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 1AA (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS 04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4.12]-[12.12] W/ BLOCKING PER NAILING SCHEDULE. TJ TYP @ 2 STORY S6 FTlr,F F- (2 FTF1 ---- El ----- -- FTF1ILL. ... ..... .......... L A u .. t• 0) L~L N F- F7 J S6 TYP @ 2 STORY UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY O CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" _A A (2) (2)META12 1875 (1)PLY 1795 (2)PLY _ 9 10d x 1 1/2" - B HETA16 1810 9 - 10d x 1 112" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 47.25 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 710.0 --- 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 2 112" SDS WOOD SCREWS & (1) 5/8" ATR - _ -- - - M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" SDS WOOD SCREWS & (15/8" 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 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS D 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" O EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY - _ _ [EV[(2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (3 ) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HITS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 20)10d x 1-1/2" ' MINIMUM 3" MEMBER «" REACTIONS ARE FOR ROOF LOADS ONLY ««« DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD LW 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 (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER u SEE SHEET D1 FOR ROOF FRAMING DETAILS MAIN FRAMING PLAN — ELEV—Al N r C-1 CV c� J=a CCv^-) o s._ r� s' c � G - 3 p y u. ry ,r •� ra lV U N 7 N SZ 1 • c as v 0 �4 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 - Residentiel 71h Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and sealot r ao Q o co 0 N r N rOnr� N 0 2 u- W ��`'. t�•4 (� J W i+ .I`\ z• 1 Z13 —gym d Y f0 C S[) t co S ix co N 0 W IL 2 m W O J -L0M Z Q F 4µ N O U o - Z "AR11, - .. W ❑❑ CD N(ryBQM� IZ- Q o n � n r� o o zC3 �N 1 ' T to a U O w g N L v Uq U c U o QL oc z � � sm I` C:,J Co W Cn co� J � o IL E v Y N _® E o w= o" Ca 0 ao E - U xCL a� ti U Z N It a F �y - rp cj c �� Y< � oLL zC/) � J % � U z a U a� wo �w W Us J� o w �a o IW a F C:) J L) > LO (A) LO `n N �1 a ��- (o 0 S L O co O J r Crcc r m m LO T _ 7 T rn l -0 (� cal � 00 00 L0 00 CN Q N � rn T 4' M 04 m Li 00 z Z E Q rn m c a E U ai Q p c JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. 7.0 I, 1 II I __L 111 _1 1 —1 -L I L- _ I � I-LI I11 1111111 Cn i 'C ¢ 00 00 00 u7 LO N O v- (/7 0 .a rn g J 7t rn 0 I N ¢ 00 00 Cn c 0 ¢p O J 7t CO I N In u0 v c) 0 / Y� C 3 0 a 4) O `v C C J N N Il �p CL ILL C 0 U I /U N .o / / z N I Y 0 v 0 J N 0 CV \ 0 ao 0 a N CV O N \ N 0 0 ¢ m Ni N T� co JJ o - P CIA U U � b 3 a, sl G � r0 O U TSSY�,k 1Y/CfF/.Ll„� ji�R.] ai:4"�� •�.<� iris„ �i add//i ff�r��f�cr�rAt,YS �tf�y�'j�l�\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 0 E ;r a g 'fig, N N m n # N O W ll ..�L✓4 :� M N M V -+ Q C J i M U � d i J W `Hll �l - c D Y s•1 ` vv N O i� cp W 2 c o co�LL( m J Z L,Z M NUOZ ❑ ❑ C� c L c`do o — o Z N o I Q v 2 � r` N C7 0 � 4-1 l7 ul m U _ � Ow Un .) M (� r- U U y Q Q o u- 0 n E Ov ca wz �o oa Z O � O N � F � woJ V Y Q n!W N >- ¢n mf N C Z Lr Z � " G W , co co C O o T y >� J LO LO Q � O O CU O (� o ca N pp CD LO r },� '2 CU 0 N CD o) 00 LO 00 N ( N Q to T ai c0 M N o cc 0 Z Z E (0N to a EO N U _j ¢ o C JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. 7.1 H- 11 , __l I tl I I, Ir I rn 0000 C14 L0 L0 O C) rn CN L0 Lr) L0 L0 V) _t� 0 Q "n C ;1 C) C1. E 0 E 0 0 Qi LZ E2 C_.) ri =3 C I n 0 r 7' C3 04 (n 00 ca O CN 00 0.11 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 L1360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity, 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load Safe vertical load Safe horizontal load <1 .0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 7MT A., FORM & GROUT SOUR a" L 0 0 0 0 C? w 8F8-1B11T 81`8-0/11T 8RF6-0B/1T <1 1 10 0 10 0 #5 BAR CONT. 8RF1 4-1 B/1 T 8RF 1 4-OB/1 T 81`116-013/1T 8F16-1B/1T V 8F12-1B/1T 0 0 8F20-06/1T "V" LINTEL DETAIL FT-7, R 1`7��.,.. 1!47 .:.T!l SCALE = N.T.S. OM on 18 me 11 0 N a 00 0 0 IN 0 10 so 1 N 11 on TYPE DESIGNATION #5 REBAR AT TOP F = FILLED WITH IN. (1) REQ'D GROUT / U = UNFILLED -1/2" 4 R = RECESSED CLEAR QTY. OF #5 F_ REBAR @ BOTTOM OF LINTEL CAVITY 4 4q 4 8F16 B/1 T U Qq F A 4 4 0 -GROUT tNOMINA QUANTITY OF 4 5 RE BAR AT WIDTH #5 REBAR AT 0 BOTTOM OF TOP LINTEL CAVIT NOMINAL- 0 -BOTTOM HEIGHT REINFORCING 7-5/8"ACTUAL LPROVIDED IN 8" NOMINAL WIDTH LINTEL (VARIES) MATERIALS 7_rc`_pr_ec=asinteIs = 3500 psi. 2. fc prestressed linters = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL, (SEE LINTEL PLAN FOR SCHEDULE) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP 1-1/2" CLEAR MIN, (1) REQ'D�� 4 Ir C.M.U. FJ: 10 CL U) Lu UJ 0 (In (Jn Lw) "7 X L (r L) 0 Ir co Z LL LU do -#5 REBAR AT BC ie .: Lu AS INDICATED R 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications, 3. if lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required 5. A bonding agent must be applied to the Steel Box linters prior to applying the cementituos coating. See contractor specifications 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 F 4'-6" LL 'LL L E 7'-4" LL L MIN. ILL LINTEL PLAN - ELEV-A1 SCALE: Y4"=1'-0" C_J C-A �a 00 C-4 C) In CZ C= _1:3 C`1 ci__ cc 3 W 7 t__ C=� CO Ca "I J7; CL o f vVI, 7 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 An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal W E c) M 0 C', C) c: go 00 3 LO . r- i- W) CIJ 0 cc LL Lu Z cr) a NC N iD 0 W 0 8 W L16 3 0 0 u') Z (714 M < 60 < L) Z W Q W El 0 9ii-OF L4() (1) 4-1 cri 0 LU Ln < C:" U_ E E y R3 CL U1 Z :D E CV 0 .4 m t =3 C/) 0 Z C-2 0 W 6, MJ C> .2 a) Lo > _J LO LO 6 Cn (a < co C:) co O CN M a) _0 00 00 LO 00 0) CN LO (D (0 0) C0 0 E cc D 0) � 00 Z E C) in M a CU 6: E ;-; 0 0 1 0 _J _0 M < 0 1 (D _J 30B NO: 22-09414 SCALE : AS NOTED SHEET NO. 8.0 "A 1 'CLI 1 11_ 1 I I a rn 01 GV L0 a) v co B 0 0 J S' I rn 2 L0 v c J rn 0 I A L0 0 v+ 0 N O d 0 0 a� E 0 v C C J i Q ET_ U 0 UI N .o a U a Z y I v l 0 J LZ N 0 rn c co ui a 0 a N 0 00 0 6 Q m �i v N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES, 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG, PE. AND SHALL INCLUDE: DRAWINGSR TI AND 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. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILINGAND GUARD RAIL SYSTEM'S ARE T BE I T WITHSTAND 0 DESIGNED O W HST ND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE F EACH BAR EXCEPT WHERE THE COVER DIMENSION I SHOWN T THE 0 C 0 S S 0 0 FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS, 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS HALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4. 7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4. 10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700(PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC R R318.1.5 - C ncrete overpoUr and mortar along the foundation perimeter must be removed Jore exterior soli treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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 T REVIEW A 0 0 W 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" 1Y4" 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 Y8". 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. J 1 J 00 N c 0 > a O R- r O c � a co O N -- � d ✓ N p � d io a3i L n c ;< A, N - .4. r J ar�rl'-;-• 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. ' E Q 0 8 0 c r. �' CY 00 Q 7 LO °c in u s u1 J LL w o- L ai 0 �? * s Y `p O W ter`_ W °' m w Z_ cv d J •ry�nz' LO M Z°LL (i N Q O O U 0 t ❑ ❑ z o z z � � n M N z LL T Cn O w E A.w:ail_!t. L �aJJ C-) v to, � CD o MZ M e s =x E E Q E LL wr �� x z oqa Z Q CD N @ 20 ¢o a'a w � L 4 � J mz O Z n7 � VJ J � m o� Wa � •' � i_ v T Cz CD CID oLL a 1 ¢i V Vq U- U �• O � > L0 J LO rn M 0 Q a- ^�,, i �..� � CID C:):3T � O O Y C)7 0 m m C L0 T O - 0 �I co (3 04 04 0 00 00 -0 00 N Q LO r- CV Ln rn a� cD CV = N 00 a Z Z c E Q `n E ai v tl v U J Q Q J JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. SN 01 00 N LO LO v c� d 0 0 J 0 I a 01, 00 cV LO `v C) �Q] V J cn 0 I L0 L v 0- a CD Cq 1,2 iu E 0 x c J In N O U P 0 i 0 a U a N y I i 0 tz cV 0 rn :3 v 0 0 a 00 a m 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 16GAx1-1\2' LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN MAX III I 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'-0" TANK -LESS W/H H C G 0 O 0 0. 5'-0" 0 CD STUB -OUT FOR 1'-0" 0 9 LO GAS METER 0 0 � U d H 0 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. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2' X 8 @ 16 O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 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 FILL CELL F LU STD.90° CONT. #5 HOOK BAR STD. 90° HOOK BOND BEAM CONT. #5 BAR #5 CONT. �,- --- _ FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO �CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D r!-- COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI —MASONRY WALL OR iiINTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL Backer and Filler Block Dimensions (Not required if both loaded equally from above) N.T.S. r BCIOJoist Backer Block Filler blocking 1/8" min. 2" min. Thickness Filler Block Thickness , , 2" max. } Small gap 4" max. Series 1/8" gap i Web Stiffener Fastener Schedule 3/4" or 7/8" , , Joist Bearing -Location 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ _i _ _ Series 1 Depth_I End Intermediate . / 0 9-1/2" 2-8d _ 2-8d 1-1/8" or two 1/2" x , — BCI 5000s11-7/8" 2-8d 3-8d 6000s 1.8/1.7 wood anels 2 x — + 5/8" or 3/4" wood panel 14" 2-8d 5 8d P Clinch nails 1-1/8" or two 1/2" 9 1/2 " 2-8d 2 8d_ when ` �I BCI6000s� 11-7/8 2-8d� 3-8d 6500s 1.8/1.7 2 x _ + 5/8" or 3/4" wood panel possible ✓ BCI 6500se _1 4" 2-Sd _ 5-8d wood panels V 16" 2-8d 6-8d 1-1/8" or two 112" ) PP b 9 9 P 9 - O 11-7/8 2-8d 3-8d 1 Support back of web during Wallin to prevent damage to 60 2.0 2x _ + 5/8" or 3/4" wood panel web -flange connection. BCI 60s 5-8d wood panels 2) Block solid between foists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. —7 3-16d 3-16d ,902.0 2 x _ lumber Double 2 x _. lumber 11-7/8" 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® _ 14' 5-16d 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 16" 6-16d 6-16d 2x :CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. - OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouth cuts. - Birdsmouth cuts. N.T.S. - Under dfloor column w/loads N.T.S. higher than15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Plumbing Vertical load transfer =1900 plf max along load bearing wall. I` ( Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below over squash=20 blocks and I � j � �--Load bearing wall must stack over `Non stacking walls blocking and wall or beam below.' require additional wall or beam below. Joist consideration. Check � I , local building When joists meet over wall, provide I -Joist can be offset code forappropriate 1/16 1 3/4" minimum bearing for each. , up to 3" to avoid details in One 1 Od box vertical plumbing areas=20 of high or=20 sinker lateral load. nail each side 3" max at bearing. JOISTS OFFSET N.T.S. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 0 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ___\ DO NOT cut, notch or drill flanges Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL I N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Use 10dx3" nails at 6"o.c. for all joist blocking panel'Non-stacking walls require additional consideration. — co Cfl 6„ A %" ROUND HOLE MAY DO NOT CUT HOLES 6" 6 BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT A ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. SIMPSC w/(22)' NAILS 1 5/8"0 THRU BOLT SIMPS( w/(22)' NAILS 1 R TRUSS -OP PLATE to, 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 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL f FM � iA.-� Backer block (12" wide min.)-111-111-111-111 Nail with 10-1 Od nails. Install tight to top flange. :. SLEEVE THRU STEM Joist hanger SEE PLAN FOR �• a . • •, FOUNDATION INFO 4' ST EM FOUNDATION Ir GRAnF ..^,— ALI Filler block., err �� Nail with al 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. - 1- 1/4"-2" gap p- r Backer Block I "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height — requirements 0.6 X Joist IX depth 1 h I -JOISTS BUCKETS N.T.S. y-vt, t,nrtx 4 rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12/META12TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° °° fr + (WHEN 1 ° ' 1=-" REQUIRED) w/ (18) 10d x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION d ° a ° ° d d 4 ° PLUMBING LINE PVC OR SCH40 SLEEVE ° SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 4 4 ° PVC OR SCH40 SLEEVE r—PLUMBING LINE ,Q LL d ��J • ° d d 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a ��ILIRAIrTI--III 4d I— =1 I I— r II _� SEE FND. PLN. SIZE & REINF. c. . L 0 C-1 v p ��o �- L•— c_ no Co �K , „ -,-s ca s l w � c � y 3 y(0 W sv W 0 r liz- 4? To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal ' j W F Q o EE 8 V C O N - w of � r a N Nr 'T f Q M C) C Z li k0 J uJ U_ 5 d J iY 2 2 Z C y L m a. W ��rn°' m W IL 'mow ....t (i N Q < O 0 U ¢ U ' �"miw W 00 Z N M O z ^po N 2 a-J L1J 0 a m V 0 LL p ^ I t' C N H ' v j\ (t m U si CU)s te, r_ o w LL_ E aU aE o u ou Z o E N Tb <o �z ¢ = a � Qp Z C N '� ¢ z a aV aw W � S a Y L' 0� Illlllll� o V w ";¢ US �C:) > LO J , ^ L / of m --�LO Q c� O :3 co 3: CD J T Y � � o co N ca (D N 0-) LO N Q 0)04LO ui 4� (0 CM 04 0 m 00 Z Z E 0 d U Q p JOB NO : 22-09414 SCALE : AS NOTED SHEET NO. SN 1 -! I I I ILL I 3 Q 00 00 GV 0 0 I a 00 00 cV Vn 0 J 0, 0 I N LO v v x Y� 3 a i G E 0 O J O U -) UI 0 i U a z y I 0 0 U i fi N 0 0 S 0 a 0 a. N a4 00 00 S Q ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 VARIES INSU 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) — FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & .� HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM L=1 II D D 11—I�— I I 9 1—I I P4 1=1 I I D7158-CLASS G or H, or ASTM 1=1T1--f I —I D I D3161-CLASS F, IN I —I 1=,� 111=1 ACCORDANCE w/ TABLE T 111=1 R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8" -� 11, 11 IIJITi I II I��I I I- RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR �^ SHEATHING AND FASTENERS WALL w/ OUT UPLIFT f GG 4�,_ ELEV. VARIES 011L SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 I 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 1, ,N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-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 rn TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ IM w a NOTE:EXTEND WlAXW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE -v 00 M _ — D 00 6 MIL VAPOR U D I= - z_ BARRIER ; ° ,� 4 . 3" ° • III= `� COMP. SOIL. A (COMPACTED TO 95% — — MODIFIED PROCTOR :7 I fi _1 I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" 3 Q OPT: DEPRESS SLAB 5 Yz" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE Gil *SIMPSON SP1 w/(10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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 (OR 9/8" GYP. TYPE @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 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"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK "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"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL A.F.F. (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 2" 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 REINFORCEMENT AND WILL NOT INCLUDE THE WALL 2� 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 p @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH ELEV. 4-3 1/2" Z �31/2" MIN. r31/2" MIN. 0 f A.F.F. p P N D °lt� W 3 1/2"(min.)- 4" D b ' ° LL 00 1 ILI—I I r c0 — J7, rrr rr-r _ 31/2"(min. - 4" I I o • -� — 31/2"(min.) - 4" I —TTi 11 I Lff-17[— —I II%� TI-`� III III—III—•�T�111—IIIrr'� (2) #5 CONT. �' "'�Tn ' 'T`�T (2) #5 CONT. qP IJ 4" 1'-4" 8" U.N.O. MIN. U.N.O. MIN. � TYPICAL BEARING WALL @STEP (a) SHEARWALL / C \ I I YYII,HL tftHKlNla WALL �CV J I tY / CC "SHEAR WALL" SCALE: 3/4"=1'-0" Goy • �� 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ ��1s INSULATION PER FBC AND ENERGY �,/ ,G N NUOJ 8 C.M.U. FORM SUBMITTED WITH PERMIT /' \ 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL 10'-0" (R302.) N 11LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8" x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH F_ BAR 2x P.T. PLATE WEEP SCREED INSTALLED ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _ D GRADE 40 MIN. F - 40l GRADE �, D ° ° #3 & #4 LAP SPLICE v Z M FINISH GRADE oo [GRADE 60 MIN. l 60l D 25" MIN. LAP [30" MIN. LAP] _ O° 6 MIL VAPOR BARR7EERV;_�l ° D ° I— — 1�= — R 1 7/8" ° ��— z T #5 REINFORCING BAR —� 05 1 AP SPI IrF IM-m NOTE: "FOR BEARING WALL COMP. SOIL. (COMPACTED TO — ° W/ UPLIFT ONLY _:. 95% MODIFIED PROCTOR ASTM =I 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. D1557) rrrL-'rr Trr 11 4" V-4" FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° 4 °v GRADE 00 _ ° 1TUiF 1H T 1 -(1) #5 REBAR w/ OPT. ' 1=1 I [—I I 1=1 I�— 11= I I —I 11= I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" ll S3 BLOCK WALL BEYOND EXPANSION JOINT 14' TO.H.D. RECESS � z 13" ^M • d • 4" Li 0? J.J I Ill. � � • - I�T Lr= II •"• I- • I� SEE A/S3 OR J/S6 I'll I I-�1 Ll I I 1 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS J I I=11 !6. it Ij 00 II_ r SEEA/S30RJ/S6J -Illll 11111,11,,, IIIIILL= FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD, P.T. 2x HOLD GYP. BD. r1/2" FROM SLAB p 1 n _n ¢ CONT. BEAD SEALANT INTERIOR e CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m M 6 MIL VAPOR r — — — BARRIER _—� 1 I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE zzz-_1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 i=1 T WWF OR FIBERMESH K S3 SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM LU END OF 2" x PLATE LU D U J g 'H1 ��III LU 'I�III LU 1LL co M 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN, SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH r, € . Is 1.° . . .. �illn n��n (2) #5 Cl =1 I 11 111 , 11 ON 3" CHAIRS 10" (TYP.) 8 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIE SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO,N SEE PLAN FOR &LAYOUT DESIGN ° TOP OF BEAM IV ° Illrrri! iJ1; r v (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL 00 — — — —4 °. ° , 4 - BEAM SIZE & N ' UT I ` 1 CONNECTION INFO A. ch • • T — r ,I III= I I a 2x4PT I 2x4 #2 SYP P.T. FRAMING w/ LA P'sre MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g O.s.B Z ATTACHED PER NAILING FOR REINF. INFO. w o SCHEDULE OPTION #1 COLUMN LOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM Cf) S3 SECURE 2x4 P.T. BTM. PLATE SCALE: 3/4"=1'-0" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL MASONRY WALL AND AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 _ FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. LU SIZE VARIES PER PLAN a > w/ MIN. (2) #5 VERTICALS 00 z GRAD > i FILLED SOLID (SEE PLAN FOR w SIZLU E AND REINFORCEMENT) 0LU • to f— LU Uj a w LU U BRICK PAVERS or SLAB PER 0 o `n = • • • • z_ a COMMUNITY SPECS L` 0 - �� a 0'-0" FIN. FLR. w FOOTING v BEYOND ti _,.... -.'• PAD REINFORCEMENT 3" MIN. CLEARANCE :•••'4 �• �•• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH • �' •• CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N aCAIE. 3/4" - 1.1- SCALE: N.T.S. S3 ry 00 C-4 -a v cd J N 3 ,_ a> o- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LLIVill Q o co 8 O N u4i 00 N rin0 16 C 0V 22 ik LL z ,1 r co 0 W 0 0 W 0: 11 z LL m O 'O N Z Q I- i N O U 0 Z I N M Z � N Q Vl � v � o �6 w U Ow 8 N C y U d Q � � N Oi CDM a $ ? z J _Ts o ws F— r6 E Nro n U ° i ao a� ¢ 7 V, as m m z J a. � �� aZ W ' (, K- z o T~ � a, - �s U 4 ila > L6 L0 LO CL ~ co o =3 O 07 _ r Y � Y o Ta CV LO 0 � � 1 '0 0 N Im 00 Q 0) CV LO T E � `T, , M N 00 z z E a U JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. S3 (MONO) a N Ln S C" 0 I Tj Q i� N LO 0 rn S Q J 0 I N In Ln (N 0 0 ILI N i O d 0 0 C J N a� tZ 0 0 U i 0 a U li z 0 t 0 0 J LZ rn a 0 0- co 8 Q m (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE -� INTERIOR 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT, TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID �POINT EVERY OTHER STUD W/ (3) Od NAIL CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING " FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _ _ SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\ —ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� SCALE: N.T.S. S4 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED • IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD" FOR DRAINAGE --SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ;TENSION FROM EXTERIOR WALL ,CE OF BLOCK WALL IS 2 1/4" �---= TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/81, 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D SL� SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 J 71- _ I ,L —J -- gSTD. 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 C A I ` [ NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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. WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO 1/2"X9 1l2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE, MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J Q j IP,0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. _ KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �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. SCALE: N.T.S. -TRACK MOUNTING BRACKET \ "GARAGE DOOR TRACK POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF VON� 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET t AGE R vvvn lnnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V - 4 (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE'" HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 112" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. O,o OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL (`�Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD v ? aQ " 2x TOP PLATE � � V 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dxl 1/2"AL A 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. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 1 SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE - NAILS TOTAL) EA. SIDE OF • 48,, SPLICE STAGGERED • N G 10d @ 8" O/C A. ATTACH ALL f EXTERIOR STUDS W/ 4))16d TOENAILS TO UP PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL 6M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 -, TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS SIMPSONSP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING �-10d NAILS @ 6" STAGGERED (D J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 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 ROOF TRUSS ABOVE i 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/0 ) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 01 SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� REV. 06.24.22 SCALE: N.T.S. cam- i co c-1 ti- O > �- = No � T ¢ w -1 N d u c : v is °j yi ti= G Wfb y- � u c.• ' i v `'✓✓� r, .100 ' 3\0 ,tiff. 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. 3 F a �E s 8 o N 0, 1 m M y # LL " Q }k: aj i LL it- a13 A,��M1 = .,n w a 2rn 0 C o m c 10 i MN 0 �c W IL f°�rnrn m W co J C, M Z a F y) Z NZ O U 0 W ❑ ❑ CD CD z � z J a z 1�111 �T LL N LL, C, OLU N C N d - {� U w w m — g .v Yr• .2 S`` t .: y�y tJ p N Q N • sm (.0 J ftO M N-o L s E =, >� <� 14 i E � Uz d os co F n Eo UO p , z O E O N d`z Z � wm a iu Na OCiD 2 C) J `o LO LO Q L, �--- 0) :3 C C) Y T V U) 0 co V m 00 L i T— 4-0f J 0) LO 00 CV Q rn N Lo rn T 6M CV o v; 00 Z Z E a M a E c0 -8 w a rj c JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. S4 d11_I1111I 3 Q co 00 CV Ln FD 0 01 CD 0 I N i Q rn L0 >v 0 0 0 J C> A ,LJ L0 c a 0 i C F2 2 E O L J LZ pU C U i U I v 0 f7 00 0 0 a cal 0 (71 00 Cv m Cv v 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND 2x4 #2 SYP BLK'G @ 16' O.C. F MIN NAILS EA. END. MAX 9„ SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING FASTENERS. (MIN. FIRST 4 BAYSEE SCHEDULE - [RSH] - FIRST FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) ) MAX. 9 AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9"SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, MAX. 9" SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS U S SEE 10/S5 BACKNAIL wl (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX. 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 1 O/S5 NAILING SCHEDULE FOR SHEATHING DETAIL 45' f SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE 2x4 CRO BRACE SCHEDULE FOR "L" APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAIL 2x8 SYP#2 BRACE TO RIDGE FASTENED AT RIDGE FASTENED AT NKI�KER EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @EACHJOINTW/(3) & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN /• AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1Od &SIMPSON H2.5A w/ (10) 8d FROM LEDGER TO TOE NAILS @ EA. END GABLE IS 4'-1" OR \ LENGTH (SEE TABLE) SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. • BLOCKING 2x FRAME WALL (SEE WALL SHORTER) �� ''� GABLE TRUSS ' 7/16" OSB SHEATHING END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS 1/2 CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE (2)16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST ROWS OF • NAILS —\ ATTACHED w/ 10d NAILS AND 12" O.C. FIELD 4 ROWS OF TRUSSES FROM EA. END TYP. BOTTOM () CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. E END TYP. TOP & @ 6" O.C. EDGES AND 12" 10dX3" @ 3" O/C 2"x4"LEDGER (MATCH BOTTOM CHORD wJ 10d NAILS 6 O.C. @ AND 12' O.C. FIELD BOTTOM ATTACHED O.C. FIELD THROUGH CHORD EDGES AND 12" O.C. FIELD (2)16d NAILS "T" INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS ) W/ (2) 16d TOENAILS 2x4 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" O/C SPACED @ WEEP SCREED „ 1/2' x 8' J" BOLT @ 48' O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM �° MOISTURE BARRIER SIMPSON META12 w/ (7)1Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1Odx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER - - - SIMPSON META12 w/ (7) O.C. MAX w/ MIN. 4 EMBEDMENT IN KO BLOCK - ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1l4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK Srj SCALE: N.T.S. ��5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE REV. 06.08.22 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 20'-0" MAX SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) plvF' SUPPORTED, 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d "' SEE STRUCTURAL I I �2� 0/C (TYP) EACH END @ ON SHEET S5 FOR N >9" SEE 10/S5 WOOD TRUSSES X-BRACING, AND TOP CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `� 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM ZZI AT 24" O.C. ON TOP OF 1 12" RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24 CHORD FOR 4 EACH JOINT w/ (3) AT LEAST 90% OF WEB TRUSS SPANS 10d & (2) 10d TOE LENGTH (SEE TABLE) ATTACHED W/ 2 -16d NAILS @ EA. END GABLE TRUSS AT EA. TRUSS JOINT 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" (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 OSB SHEATHING ATTACHED 48 /C FOR THE 0 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ (2) 16d NAILS SIMPSON HGAMIOKTA —2x4 BLOCKING @ 24" D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2" OR EQUAL FIRST (4) ROWS OF 10d NAILS 6" O.C. W/ 0/C w/ (2) 16d ( ) (D = 0.207", L = 4 1 /2") OR EQUAL E (4) 1/4"x1 1/2" SDS TRUSSES FROM EA. E ES AND 12"" O.C. FIELD SCREWS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ O 2 16d TOENAILS CONNECTION 1/4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL pq OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION DLUx., IN 4" O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATIONB.OU CMOSAMEINUMBER OF ROWS SAME SLS. (ONE INTO EACH PACING) NG DE FACE OF SEE TYP. WALL SECTION FOR rD ) SECTION ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8 9 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT _ — E CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. ^SEE M/S5 SCALE: N.T.S. TOENAIL 1 (2)16d NA 12" ISH SCHEDULE ,TTACHMENT i SYP BLK'G @ 16" O.0 I x 0.131" AILS EA. SIDE . 2x4 #2 SYP wl 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (0,10 SCALE: N.T.S. S` CJ 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 '-- CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. OVERLAP TRUSS BRACING SCALE: N.T.S. SS NKE-EN(aINEEKEU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVE -- �— MINIMUM (2) 16d PER JOINT \-- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 RLAP • SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 0 z W \—BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KT w/ (4) 1/4"x1 112" SDS^ ^ GABLEENDBRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL i 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 J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX • • :• • •�� MIN. ILI I e P BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING ZBOTTOM BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL-,N� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C- ► A l � p 001 N C7 N �.J � Y CY ,�' Q ✓ N w w E � R7 N J co G � a r{rr�y, � 0 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 E 8 V N N d CS @ /I1^� Z LL 5 a Lu cc C L @_ s W r"° N� o 0 9�r W c9j2m m Z LL ao 0 n z N J O U Z #- W (n ❑❑ V M � N M o� z^ z� Q N {•1 V) ' Z v 0 o Tl LLJ � c' U O w s U r 8 `I <= o �0 0 Sm C Cl) M J g n � J cti � w ` P, Z Z E (O o E 0 p K U n Z w2 S ¢ . UK a¢ 04 R 1 L ¢ m Y <w J a-' rz rn a 2 `- W 0- wLL �w o Wa x rc0 cd0 � 2IK U 0p J Lo Ln ui m �-- L Q) CD cB O Y/� r uJ o co N m m LO r a-+ M co 0 N 0) 04 00 N Q 0) 04 fn rn T 6 m CD M N o z z � E O iri 00 w co c @ a E O 0 -1 Q 0 c � JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. S5 3 'C 00 N LO 0 S J rn 0 I N a rn OD C'V Cr J -r LO LO v 0 cnn z 0 Yrn L 3 i d E H a� 0 `v c 9 LL 0 U 0 U N N .o V a Z I Y i c 0 0 8 a� LZ N 0 N 00 N 0 a. ao 0 Q m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 112" 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 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 1:- BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 'E e a. N • tl Cl) III ° 6x6 W1.4xW1.4 1I A WWF OR FIBERMESH I I I 11 ° 1II—II II .. 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 _j I-u PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 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 Z) w LAYER 1/8" THICK. � —INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) CIO v 4"x4" INSPECTION PORT AT Cr a EACH FILL CELL TYPICAL LU AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE -INISH GRADE 00 •' 1 I, \-STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUC 2nd FLOOR BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 112" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST ----- Lr *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER tTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" 0. C. NOTES: " USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING -SEE SECTION J/S6 ;DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS ' °O SEE FRAMING WEEP SCREED o z_ f PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)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"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION, 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION 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 112" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=T-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=l'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP, W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ 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 F(MIN. NAILS AT EA. STUD 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 FIBERMESH44 s 'Ti�l � • � � � r�l � - r i I I,T fl ICJ J�TTIl I ICJ J I I i I I Im (3) #5 CONT. ON 3" 8rr 1'-8" 8"6HAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. _(RN 15/32" 0' - EXPOSURE I FT SHEATHING PROVIDE —x BLOCKING AS REQUIRED PER D o SECTION X-X IF NOT FULL r HEIGHT SHEET C U) z M G FLOOR SYST / (2)- 2x TOP PLATE 1 BEYOND I —15/32" OSS F EXPOSUREI r SHEATHING W z SOLID 2x C BLOCKING @ ALL C SHEATHING 00 EDGE(SEE S OPENINGit SECTION X-X d0 C,- x Ftw x E 1- 2x STUDS w BEYOND. SEE PLAN o O \ 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL SPACING S 3/4" S —1/2" 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS —(2) Sd NAILS @ 3" O.C. STAGGERED FOR SHEATHING nr. vraAi BLOCKAG SECTION X-X ST *11V FFA�qOIL 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.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o uw JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y". ? (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ Bid COMMON NAIL z LL. _ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J OLLJ w LL O tY C'PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J > F- O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q a:P00(n ~i 00 m m LL @ (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL N WOO MEMBER IF GABLE END u V) W NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (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 o�FRJ SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 26004.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH C e ed n '. 04 M -� � I_I I I —III I d. • a I A 416 I I, I —II I I I III-1 11=1''� (3) # 5 REBAR ON 3" CHAIR W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 • 8d NAILS FOR WALL SHEATHING MUST BE MIN 131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' 1 (2) (1) (2) (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' (3) (3 (2) (3) (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) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE ;IIII�' BIZ @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 c� CO. a N W 3 O � tiUN p u R' t!1 N N - � W 6 cr- —cc W W J a p o , c c m a � v rr e YZO w jvJJ/jf'%i � .r•��1-� -cam v �' L� , •,' cc ,' tY Ct4l tLt - U \0 00 z ' FL© 0 IN To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 1 Ar' a V E � 8 o M C N C. 0, ti f' 0 Y '7 to W In # is H • Q x rp �Mc J` C L LL w a Y z " a r `m _ A4t, W ;:..LL Z o C N O rn ° Cow J YN ;n N Z Q I- N M J Z Q C U °d - W oa N ('1 z n J N z (D o 4-1 0 C) L /) �N m w g C N 1713 1.,. LLl � E �o = r � U o U) Y e �Q sm o M N w 14 E o a< w' z F-- 6 '� U Qo. "o " U N a3 4� �= zN c jJ =a 1_ U 0 o Nj a �� z mi viand U ? Ln >LO J LO m Q � F— L_ d7 0 co 0 CT co Cn m C T 4 V M co N 00 04 N Q a) N U*) i a) � (O co CV o Z N z M j O00 E N ai M a o U -°J v Q o JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 „ Q 00 N LO L0 v N 0 F J zt 00 I a rn co 04 N LO v O 0 J �r 0 v N 0 v+ 0 3 CD CD i 0 a E 1.2 O x O J LZ 0 U i rn 0 a- U z y Y / C 0 04 d CD N rn 00 bs CN Q m 3 v N 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER T. TO PRODUCTAPPROVAL TO PRODUCTTO PRODUCT APPROVAL FOR CONN. (114 FOR CONN. x4 APPROVAL FOR CONN. ❑ X 4 1x4 P.T. 3/16" 0 X 3" LONG FURRING 3-1/4" LONG X 3/16"� [ FURRING FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO TAPCONS 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 /211 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 EACH END W/ MIN TO PRODUCT TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" FOR CO�#2" (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16"APPROVAL O.C. & 4" FROM EACH 1x4 ❑ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX IT SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK NARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL K"_J�_ SCALE: N.T.S. SS `•�!�:�111�IiaK�P►L�l��i��71��i� 2'-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN.41-1 - /4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH J 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN"'. VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS — SECTION A -A 8" .1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS - \_AT EA, END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" 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" FILL SOLID BOTH CELLS -� #5 REB, (TYP,) STD. 90' HOOK C +5A NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER 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.=� F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP) G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. 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. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS #5 CONT. TOP & MID 11 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'4" ° u D G �r p' TIC TI1—I I �I I I—T(1 II I —IIIIF GRADE o. D e o IlmlT- n M P z N •D " P ° ' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN 4114 UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO R AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) ` FACE NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE :71 NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' +2 NOTCE@ @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. ` w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" fHE ` TITEN INTO K.O. BLOCK S FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW I/2x SUB FASCIA T ALUM DRIP EDGE BRG WALL TYPE --- ALUM FASCIA PER PLAN I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (`*) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. ("") 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT S FO 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.* / ?X OVFRHq + + C�^IGTN + + + + 4_14 TRUSS 2X4 SYP EACH TRUSS CONNECTOR • SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO 4-t-1 + SUPPORT SOFFIT J SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG ( MAX. 4' -0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN, EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 31-. - r SFF GHPPT m ANn FILL 1st 4 COURSES SOLID W/GROUT A a a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG L e RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0r' 51-011 mm ) 4 #5 BAR X ►' „ " . p 4 Q p. 10 . 4 ° CENTERED W/ ° • .. +► IN TOP o KNOCKOUT/ ° CHAIR BLOCK DI MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS } CLEAN FILL DIRT z STANDARD o i 90' HOOK 04 #5 BAR IN FILLED CELLt 4 z � �_j " L �_,' , , �s STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" w U J a. a to CV OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY /n% uc..cr r.r �4 l SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T,S. „a c-4 y: c� Cy y O d �'3 Co 1 N i0 d a ' c coo U �t i,r .•` `1. , I �A�rr`3 r LL jct`'``t'` a\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenlial 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � �•i` 'ors W �" .+Kti a o 8 x. 0 N N� r di (0 r` # a M # LL =� l' { ur w mLLLL o J W t Z 13 —ern a �o cc Cj W :0 0 r' �CP . r . _ LL N p Q L M Z ±l N Q J O U a Z z N z 98 z � � a $ ti M N z 0 o Q) a-1 U O 9 L/Iw �N 170i w• r- N cw E *zz ay.;l. 21 8 s r � c`= `O d Q 0 Q �w Z M ch A s d - J zo a y vd C F • E E o W �qa o E �� ao o� E z L . 4 a zd J O E5 n} 8 55 W � < <mi % NO > L.() LO rn `a ~ (o C:)coo � (=) C:) YC17`° TM W O N ''^ L J rnI O N C00 V Q 0) N 0 T ai M 04 o W 7 tq 00 Z Z E O N C a U J Q 16 C J JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. SS Jill,1 IL— _ 11 _ 1 1' I J— _ I I_ i 11 — 21 a rn 00 00 v rn g 0 A O I a N Ln LO v 0 En �4 V J rn 0 I N v z 0 v+ CN Q 0 a E y a� E 0 x O C J i N tZ U P C U _p a U a I i 0 a� tZ N O rn 0 0 0 a 00 N rn CV tz Q 55� SCALE: 4" = 1'-0' NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS V V/•1LL SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT ARS IN WALL 2x12 SYP BEARS IN WALL 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C —2x6 SYP ROVIDE MOISTURE PROTECTION [A�ACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/ J" X AND NAILED TO FLOOR WITH GLUE FOR STRAP2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ TAPCONS @ MAX. 32" O.C.AT STRINGER CONTACT POINTS NAI S) x 1 1/2" ATTACH ALL COMPONENTS NAI1X4LED GLUED AND NAILS) / OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / (IEW "A" SECTION VIEW "Bit SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF ..ccSTRINGER V9 / 1x4 GLUED AND NAILED TO STRINGER TREAD 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP 11�� MUST NOT TOUCH STRINGERS G E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON14)10d MTS12 w/ D NAILED TO FLOOR WITH GLUE ) x 1 1/2" NAILS) STRINGER CONTACT POINTS \ NAI N VIEW "D11SECTION VIEW "Eli SCALE. 1' = 1 -0 SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _-----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE. 1" = 1'-0" NGER SLUED NAILED SECTION D-D 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED-- i NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 11x4 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: I" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" I:W 0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING 4 y-AE%SECTION VIEW SCALE: 17' = 1'-0" ArL F F 2x4 ST( 2x4 NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW licit SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT El -(2) LAYER a' EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 J"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. @ 6" O.C. TOP, BOTTOM AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SE CTION VIEW SCALE: 4" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED - POST LET INTO -OC K DE :ING ?X8 BLOCKING -OR NEWEL POST rO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES LL JOINT \LL TO JOISTS) JD NAILED AND TO TOP PLATE T INTO RIM BAND, AND NAILED TO G WALL BELOW LL JOINT \LL TO JOISTS) H 2X STRING R 2X B OCKING IMPSON MTS 2 w/ NAILS D OR 2X BLOC ING 3 RIS R VARIES N)ECTION VIEW "Hit SCALE: 1" = 1'-0" c-a C`- c.?� r cfl�!, = C`" cr J ,y� a, :C 1 m m � d N J ca w v •7 C CJ c o ` co J O- O �0 `11 fit• OF 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. 4' Q E o p .rye' U Cl �r NN WN � r: N 0 , +� J r., ♦� N 0aj Z rn _ 8 $ Fe 0 ;ux CS W m LO M Z d LL N 0 = O U 00 I N M L' r� J 2 C 9 �� - LL Ln C w v Nn e t— J 2 8 l I " Eli _ 0 r� o w ; M yy � S U14 CK) <� �� o� " �a z N T} a u r "q F-- a n7 N O zN� e}u ¢ 2 So CL 'w _ a I W U ^< o nLL o ad U an o v �Ia a- ° z .2 O J > LO ai rn co �—.LO Q co 0 O Oco O (n o co N m ca LO � � C7 N d7 LO OO N rn N Q LO rn r co Z M N ' y, 0 0 Z n E m c fO a E o a m 0 a o c aci JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. ST o+ 3 a 00 co LO 0 Q 9 7t 0 I E5 00 00 00 Ln 0 0 O I 0 a 0 0 Q i a E N E 0 `v C C J Ez B AU C O U i 0 a U a z I i 0 O LZ N CD rn m 0 d N 0 N 00 a m 5, CROSS BRACING DETAIL (TYP.). SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS — COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB - 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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 L•' -TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. - -- --\ 1 A '--/ WOOD TRUSS -- A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL AT 8'-0" MAX 2X4 COS T&BCF WOOD TRUSS SEE -ROOF PLAN SHEATHING I � 2X4 BLOCKING - BETWEEN TRUSSES SECT. A -A --PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM •k , 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 1 Od COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS >IMPSON HUC410 w/ (14 6d INTO HEADER & (6) Od INTO BEAM - SEE ROOF PLAN FOR MORE NFO (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1Od & (4) 1/4"x2 1/4" TITENS EACH BEAM a� RAISED ENTRY MASONRY WALL 4 SCALE:NTS SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/P ANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — 7/16" OSB FLITCH PLATL 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 PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PAN FOR MORE INFO y5" COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" L.SEE PLAN FOR CANT. L- 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C MIDDLE BM. SPLICE OVER CENTER OF POST 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) 1Od PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION R`MASONRYWALL 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE:NTS VARIES h �-- 2x STUDS @ 16" O.C. y ROOF SHEATHING SEE 1/S5 FOR PLAN w/ SIMPSON SP1 w/ (10) 1Od ATTACHED PER ADDITIONAL SEE AN FOR H NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING NAILING SCHEDULE OUTLOOKER �dON NAILS AT INFO.VALLEY TRUSS SP2 w/ (12) 1 Od NAILS AT TOP @ EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d �� -�--- COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP -� -V�`" SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON , NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END --MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 1Od NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS ATTACHED PER NAILING �, SPF TOP I � INFORMATION. AT BASE SEE J/S6 FOR � GABLE N (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD �_ PLATE MORE INFO. TRUSS-- LOW ROOF/WALL ) STUD SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE l 2x BASE PLATE W/ (2) 12d FOR WALL LOCATION i -2x4 BASE PLATE W/ r � NAILS @ 16" O.C. ALONG W/ VARIES W/ ROOF SLOPE SIMPSON LSTA30 w/ 1/2' PLYWOOD--- ` I "` SIMPSON MTS12 w/ (14) 10d x ti (22) 10d NAILS OR (2) 16d NAILS TO i WOOD WALL- EACH COMMON ` 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ BELOW @ 16 O.C. TRUSS/ FRAMING j OR TRUSS. -2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS VA_ 16' O.C. W/ EXTERIOR TO FLOOR GIRDER Y SHEATHING ATTACHED BELOW 16 O.C. NAILS EACH ti I PER NAILING SCHEDULE & -• MASONRY WALL BELOW: SIMPSON V STUD TYP. T&B PLYWOOD (3) 12d TOENAILS TO HETA16 w/ (9) 1Od x 1 112 NAILS @ SEE PLAN FOR PLATE BELOW � MASONRY WALL °a• 4 0 O.C. TO GABLE TRUSS FLOORING -TRUSS OR ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ / x SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. _ p MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER TO GABLE TRUSS LOW ROOF TRUSS W/ 2x6 BLOCKING UNDER ' FLOOR G.T. ° W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR (2 ) MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) PLAN FOR MORE 16" O.C. MAX. SHEAR TRANSFER INFO. •D SECTION FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION ENTRY $ CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE:NTS SCALE:NTS111'j SCALE:NTS SCALE:NTS SCALE: NTS DETAILS &SECTIONS r -_e rs c ) rJ --n�o- .r -.1 �7 A ✓ ✓ C-4 O i S 7 c:]- b T� 4, F N. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F. W a cov E 8 8 - l .f' rn 7 ;, iY a '�� Z N O i• LL M LL ILL.LL d !i t' M C V r M -=9_ Z (a N (D O o il a J ,^ 04 co K N t, Z uj O U o I z Q a J U �_ o u � � O o (19 t/) w c 8 '%' v o � Q N O> o J z s - E E 0 a t® on ", zo E N It Z 1 � C J �� 0x 10 u� U ?' 0 O w 1 d U T tt u CIO 2CD J > Ln LO � cc CL L 0 � C:) :3T co � O Y r- �6 Q V) o `° N m a--+ m Ln T }+ T V CAI co 0 N O 00 -0 00 Ln 00 CV N LO LO T a� m T M CV o z z E m a E U _j Q p JOB NO: 22-09414 SCALE: AS NOTED SHEET NO. D1 3 a GV LO LO v S Q S 0 J 7t O I a 00 00 CV 0 Cn O J 7t O I N LO Ln 0 Q N / a E ry rn N 0 0 C J LZ 0 U Cj y 0 a U a z Y 0 0 U LZ N Cn rn 00 w 0 0 a CD C N00 0 0 a m (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 � BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. - -- --(2) 2x SPF TOP PLATE FLUSH W/ TOP SEE FOR 2 OF MASONRY & 8d BLOCKING INFO A O 1. APPLY SUB ----------SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. '° BLOCKING NAILS T/B FLANGE (3) 2x # SPF INTERIOR HEADER DETAILS + STUDS w/ 10d @ --(2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHOESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT _ U.N.O. ON PLAN --'J IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • • ;a SURFACE �A 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x -FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ 6 () 10d x 1 1/2" CLIP EACH SIDE ( ) A SIMPSON LS30 w/ 6 10d x 1 1/2" CLIP IS TO BE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON - INSTALLED AT EA. END ' --_ MIN (3) 2x #2 SPF STUDS @ END OF CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB ° G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL ----_ 2x CRIPPLE AT EA. --__ END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED • SHEATHING (MIN. 7/16") — FLOOR TRUSS/ / NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL °'• BELOW. IF WOOD WALL IS BELOW USE (2) VERIFY W/ PLAN 8d NAILS @ 3" O.C. WALL SHEATHING JOIST SEE PLAN (2) 12d TOE NAILS TOP (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 I -JOIST SEE PLAN = _ —TIE BEAM PACK w/10d NAILS : � @ FLOOR DECK 8 o c - J SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4 TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. @ O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CONNECTION IF MSTAM36 CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD CONNECTION IF IS USED NOTCHED AT HEADER LOCATION - _- (2) 2x8 OR (2) 2x6 TOP - - 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED _ _ SEE INFO BELOW ON CONNECTION ` - PLATE SEE PLAN ir OF CRIPPLES IF LONGER THAN 8" Ty P. 2 - 2 x 4 SPF C SIMPSON CS16 w/MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. -SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d ` I NAILS T STUDS A 1 1 O S U S ROVE & 1 Od ( ) NAILS TO STUDS BELOW. NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF 2 - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS i FLUSH w/ THE OUTSIDE � i SEE PLAN FOR SIZE �/ 2 x 4 #2 SPF STUDS C SIMPSON SP1 10d HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER AT 16 O.C. U.N.O. _ G � D w/ 10 NAILS O ( ) INTERIOR HEADER SEE PLAN FOR NAILING AREA TYP. CONNECTION O '� 2 2x HEADER SEE PLAN „ �E 5/8 A.B. @ 24 O.C. AND 6" FROM MIN 3 2x #2 SPF STUDS SFOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS COL. SIZE -� (2) SIMPSON MST37 EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF ENDOFHEADER SEE Q/ ��" REQ'D JAMB INFO 1 2x SILL PLATE W/ 2 12d TOENAILS. O O s OPENING LARGER THAN 4 ft (2) 2x STRAPS w/ 42 16d NAILS ( ) SEE STANDARD HEADER DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" - BASE PLATE 2x CRIPPLES @ 16" O.C. - �' 10d x 1 1/2 EACH SIDE 2-STY. FRAMING O.C. TYP T & B _ -- SIMPSON SP6 w/ 6 10d x - ( ) SIMPSON SP4 w/ 6 10d x 1 1/2 USE PRE-ENGINEERED FO O ( W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF 1 1/2 ESP FOR 2x8 ( US 8 2 2 #2 C B H B h C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 —SILL OPENING WIDTH 4 FEET). BAND JOIST & BLKG. x - O 1 WALL) @ 24" O.C. (MAX. OR LVL GIRDER SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B D MULTIPLE STUD A AN ULT LE S D PACKS PACK W/ 10d NAILS 8 O.C. TO BE INSTALLED A EACH END. D AT L. SIZE , , CO ZE 4 #2 SPF STUDS B ` 2 x S U G INTERIOR HEADER O TYPICAL BLOCK WALL -- - _ PLYWOOD ATTACHED PER NAILING SCHEDULE - SIMPSON HTT4 w/ (18) „ AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 1 NAIL 5/ 6d S & s B 0 X HEADER SEE PLAN E F TYP F O EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7)—� 10d NAILS & (4) 1/4"x2 1/4" FLOOR TRUSS/ I -JOIST SEE PLAN --- TIE BEAM U •'• ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT PROVIDE BLOCKING 16" 1SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS . - - TOP AND SIMPSON SP1 w/ (10) 10d _ -. NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • - *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN �- TO ANY GIRDER TRUSS IN THIS 1 -4- 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. SITUATION. CONNECT G.T. TO 2x CRIPPLES TO MATCH JACK ��- STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. @ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND � � BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. s 2 STORY COL. a� GIRDER IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER 7 SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. - J - -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 I -(2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) � SIMPSON SP4 w/ (6) 10d x 1 1/2' (USE SP6 FOR 2x4 STUDS PER PLAN ; - MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED lOd NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF HEADER/STUDS 2x6 WALL, , USE SP8 FOR 2x8 WALL) @ 24" O.C. (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FOR OPENINGS LESS THAN 4 0 WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d - SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR -2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS ---(2) 2X SPF TOP PLATE 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS --�� (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3 O/ ,o �,q� N� - --- 2x CRIPPLES @ 16" O.C. - - , �-(2) @ END OF HEADER. SEE _� F 2x 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 �8° 4r -TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. ( 2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) ' END OF SILL (MAX. OPENING - WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 2x CRIPPLE AT EACH END OF %�� OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE �_ ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS --(2) 10d TOENAILS AT EACH END OF 8 BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 -,_ MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL -.. IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON - 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR `• FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH -=SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" %' TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS , ; W/ (2) 10d 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 - -� BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS - PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �0 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. c4 ,r F, s c; 0 y � N � d N Cn ✓ .✓N✓ r6 T 7 CY 'l i N n J n- Il1l//// \\,\\\� Z C7 W cli W / i It"I'111111111°001 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. f n Q e� E O �M 8 G N N rT o O C t0 ,n Q) OD Q1 CCVV 7 lC) O N cn A CN 0 N O zs ip � J, 2 7 w � LL SSS a Z co L fe Y W r°grnrn m w Z LL J °0 Z° d k N O U = M W ❑ ❑ QD rMi Q V V) m Cz Q) �4—J LL Tr• cn 12) .ro U O LL, ojift N LTW IN v ( UQj _ E H J J U o Y Q • N CP Sm 0 w z LL- E r ti F p `R L e 14 E U CO yo ❑ LL Jn z O O � �4 � ` oa W w N i ¢ N c o s� n0 ZN a� ws a w LL in w WCL O ¢a 1 �Zi CDu R zI F Cl S O > LO J LO LO (0 O O co O J Y � T � � O co CV m m Li•) � � -p Qi O� I (7 cV 0) 00 04 00 lid 00 CV Q N LO -- T 4' m w M N o z z :3 E O 00 co c a E U -j v ui Q O JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. D2 v Q rn 00 eo N L0 v cn� O 0 J 0 I N rn 00 CV L0 v cl rn J rn O I N L0 v o- Q `Q N v d E E O 2 v c J ti L� 0 U U U a z y I i 0 J N O 0 ao 0 a CIL 0 00 0 0 a m 3 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE A __ -- WINDOW UNIT ' FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER �f WEATHER ' - DOOR ROUGH OPENING SLOPE RESISTIVE ZZ 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with aweather exterior wall envelope. The exterior wall envelope shall BARRIER -�-resistant TAPE -' ' / ' / - EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR- (0.6 Cm : 30.5 cm) include flashing as described in Section R703.4. - a =' SHEATHING ' - BY LAPPING DOWN -..� / ADHESIVE TO BE APPLIED UNDER - -SELF-ADHERED FLASHING j OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. •� RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of �nssema�eu wNoow� z NAIL BRAND OR EQUAL WEATHER O -- ---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 �'- 2 PROOF CAULKING O of draining to the exterior water that penetrates the exterior cladding. - WEATHER -SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS-._ 1 WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or = ' UNDER DECKING SUBFLOOR (SEE DETAIL WP07) - .. other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied - SELF -ADHERED FLASHING horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXre -RIM No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the to of walls and terminated at penetrations and p pp p weather 1. Cut, fold up &temporarily secure weather JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 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 BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 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 Scale: NTS FLANGED WINDOW 1 SELF -ADHERED FLASHING ii SELF -ADHERED FLASHING ' Exception: Where the barrier that is wood has a EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water -resistive applied over -based sheathing water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT -- RUBBERIZED EXTERIOR SHEATHING _ _ �► 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING _7 --SELF-ADHERED FLASHING- applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant. Fluid -applied pp g pp 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6" USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) , membranes used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL -- / SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER - \ 1) SEALANT AT SELF -ADHERED FLASHING ° / ° SELF -ADHERED FLASHING, _ b ( BEFORE FOLDING. SCORE PAPER TO READ the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT � '• WINDOW BUCK TO EXTEND A MINIMUM 6" ADHESIVE LEASE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE of MASONRY WINDOW BUCK--� ` BOTTOM Or FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT t THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF z 3.. WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall g AND EXTEND TO i WINDOW FRAME MASONRY -� ATTACHED PER CODEENTS SELF -ADHERED FLASHING O � finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings installed � shall comply with AAMA 712. Flashing at exterior window and door openings shall be in accordance with one or more of the s) TOOLED SEALANT - - BEAD BRIDGING 2 following: CLADDING AND WINDOW- FRAME - ' �_ z ' ° � SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions or for applications not addressed in the fenestration g 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details O AROUND, INCLUDING SILL. / 2 SEAL TOPS OF JOISTS 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING DETAIL WP07) 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING I SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Continuously above all projecting wood trim. _ - SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. . - - Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL - Lath APPROVEDSHEATHING--____ SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP---_` PATCH STRUCTALATH TWIN TRACK 25 ----_� - �- _ _ Stucco hN FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER -_ 12 MIL (min) DRYLOK EXTREME - - z APPROVED FLASHING TAPE - DOUBLE r3 2 O "V" SEALANT SOCKET WITH - -' I JOIST ;' 7/8" Cement Plaster TOOLED APPROVED SEALANT - SINGLE WOOD BEAM � �,., Foundation Wall in accordance with 7/8" Cement Plaster ^ JOIST BELOW 1 'SELF -ADHERED FLASHING -+ , / ASTMC926 in accordance with 1- SELF -ADHERED FLASHING "� 1 �% ASTMC926 2 Felt backed metal - � 13 . lathe in accordance - Felt backed metal - - ELF -ADHERED SELF -ADHERED S 3" MIN 4 _ '' with ASTMC1063 '" lathe in accordance FLASHING FLASHING Q 5 ;$ •�i: with ASTMC1063 �.� �;-�� . � Building Paper -Building Paper 7/16" O.S.B. sheathing \� �- - O.S.B. SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING I SELF -ADHERED FLASHING 1 FOUNDATION WEEP SCREED 1 shea7/16" ;� Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing -- -- Weep Screed SELF -ADHERED FLASHING 2X FRAMEWALL--------__-- Installed As Per - -- Manufact. Specs. PRODUCTS DETAILS _ STRIP of SAF LEGEND I SELF ADHERED FLASHING (SAF) - Maintain _ Stampede or similar Bottom Of ♦< caulk bottom TILE FINISH- - --_ \ � ,- `- DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT `,. � - ( Weep Screed joint only - W BARRIER (WRB) - -- / BOND BREAK WEATHER RESISTANT BARRIER- _ _ BOND - -. 1 1/2" to 2" ,% Weep Screed WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) 1/2" DUROCK- --�___ --�--- ____ ~ j ¢ BREAK WRB SELF FURRING (SF) LATH \ % ` PLASTER ACCESSORY - - Above ROOF Sheathing Installed As Per _ SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS Manufact. Specs. V-4" PER PLAN „ Detail Instructions Refer to the number marked as # In each detail that corresponds to the 1'-0" PER PLAN v / I r' WRAP DP WRB ONTO r ---1/2" Cementitious Cement Plaster Decorative Finish numbered items in the list o instructions below: - SURFACE To TOP of '. FLANGE AS AN AIR in accordance BARRIER with ASTMC926 All inside and 1. Install self adhered flashing in order as shown by numbers SLOPE 8" CMU----___-� -- 3-INCH FLANGE ` 1v2" over wood 2nd outside corner will floor .';•� - "need to be rall 2. Install flashing and weather resistive barrier to form water shedding - laps 4" OR 8" CMU - , cut and caulked 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)---__ Z Z �- STRUCTURAL FRAMING ' "•� ,� buttjoints need to .'O.o°.�' becaulked using 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to FILL WITH GROUT a d Cr W �ia �,� - STRUCTURAL SHEATHING THIS GAP IS A RESULT OF PLASTER STOP '•'�or sim. Stampede l caulk for all minimize scoring cuts � r W IL - _ NATURAL SHRINKAGE. STRIP OF SAF 5. Remove all release p paper a per standard installation instructions and p p ►- DO NOT SEAL CONTINUOUS BACKER - DRAINAGE PLANE WRB / adhere to substrate using a square piece of flashing material (6" x 6" U ROD & SEALANT DRIP SCREED PLASTIC Minimum) SLOPED MUD BED- - Lu Lu _ ACCESSORY \ j i ; -BOND BREAK WRB 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to VINYL SHOWER PAN -= ¢ w LU o SF LATH r \ fit tight to corner g L7HIV Note: 8. Mechanically fasten as necessary The building paper and metal lath must be " - Cement '" '1 �.; installed over the top of the weep screed. Plaster PLASTER STOP A CONTINUOUS BACKER ROD & SEALANT over block 1 St floor ` CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER • SCALE: NOT TO SCALE cv ft0 CJ c 0 C.� w f4 rx >e •..,� [� t= <n y C-ao N ccd�� 7 G O W <o ems. c cc p r CV N 0 N N 00 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 a `f EE O O 8 p w.-� Cl) r y Q CN C> z5 J LL C r LL -r W mv_LL 5 � a At 0 Z � w � o W uW =NMQ¢o m s ZOU W ❑ ❑ CD .7 N 0 W z N M z Ur 011 - LL -1 f0 cn g r.L a U O w s in C N �N � Y R3 �- rn C- S L U N Ill o M w M J o L 04 LL Q E � o � n az > H « _© o� Z CU no �O E a� X art p 00 U �a d ww � j m0 raa �C N �Yo � Z C J ✓� `n �w ,o ca a o Ala O J > Lo LOLO m f0 L co O CT r U) o `° CV M m LLO T �r 72 V J rn I -� �" 000 O 00 b 00 CV Q rn N T� co E M 41 C O M N j6 oo o Z Z E O i d E U Q c _J JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. W P r; T Mounting Brackets (10 Gauge' 41/2'x4-1?2'x2-12" o 0 tt Shack Cross Support (May be cut to W) See. Anchot Schedule Right Bracket (16 Gauge) Bolts 1 /2" Dia, A32S Galv, if tTyp.) g 0 If 14 Self-Dril ling Screws 1 C-S/8rx 68r A/C Unit Butturn Edgt e Hurricane Strap {Typical: 3 in front) Washers Front Cross Support Self-locking Nuts (May be cut to W) Leh Bracket (16 Gauge) tf 14 Self -Drilling Screws Thru Brackets & BackCrossSupport Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Si an.lJ61a,1n tnauu.tana arc Ina W tnt7. r 1, l lwnunr Air tins. f� dkina�l Raked Sad Dewvlog avails6le upon i equoi t tar teat aptly) Florida Department of Business & Professional Regulation Bulking Codes and Standards Product Approval Application Detail Papa 1 off 1211 e12021 -.�, , .-':F,x :V`id'q :: Tc e' '� •7� �,x rtir:, vj �, -r m ...,. (n f .+ �, a:1+FY ., y. N�;el-� •- .•,' u F�1 a 1 u-atW!:1;+J''.. rh,:'n�r w .,ais ln,�pt ,n;� r ':'� �:, iti1 Po; '�N. ht' .. v�Jt 'G"v ^+f'�`^. i"T+' ,k :1, tin.. ,. ,r �aF,,,, 'r�..'Y5«ak. 1. 1. y ,.i {. •r rV. Srs1k LOWt.9[ BYe Bits Dae PN,anp Bldt I'm YKIN tlamulatl4lsI corn lnNnesr a Lkens. yeadaltCh vamat9 ¢1@ pitted FOC OUDA AgmgYtd trams AMhmetlon 2020 Smart Vent Prduda. Inc. Moroi Gmhem Herm-l' NQero P E Lax. 8-den P.E. 12/102020 12/16/2020 1226/2020 Aporwnd cawoori spi el CcnnDixents (677)441-8366 1 (334)31 3VOCAl.eory: Produce ntro&ced 85 a Result Of Imod-it erAcurn New Technology Complirhra Method; Evaluafim Report Ir m a Flodda Regidertd Archrect a a Licensed FIOItdo Pfore..M,, Engineer aw a faecal Modal. Nunbr or Name Product 0 ...law, SIUA v A5I_rIAWA Cataract EaohaNm Apprgwd nor Use Aapreyed far Use IMWA DLs In Hy"Z Dubai NVHz assistant De91d1 P_ry,ar y[g 1 9maM1Vlv11 Model 01540510 Dual F-ettan Ftawa.nd Wnrlabg Vent 121 Ili Yes Yes NIA ♦1004100 2 SmartVenl Model a1540511 Ou.I Functlm Flood end Ventlj.don Vent in12023 Y.. Yes NfA ,100f100 SrnertVent Model 01510520 dsulatW Flood Vent 171J72023 Yes Ye9 NIA •100/-1D0 4 9rn.rtVent Mader a154P521 e.uwea Flood Vent 12r312023 Yes Yes NIA ,100A1 W 5 Smari Model V541 4 16&gaol; Gongs Dow Flood Vent 12J3112023 Yes Yes NIA NIA S SmsnVent".do101'"0P570 Wood Wall lnwleted Flood Vent 12r312o23 Yes Yee N/A -10011DO 7 SmaM1Vent Modal a154P574 14 511.qud: O..p Door Fl,. Vent 12/512023 Y. 'Ina NIA NIA Florida Department of Business & Professional Regulation rapt, a Budding Codes and Standards 1nu2921 Product Approval Application Detail t,.r r,q+y. >. y Stir; fS.'s ) „erN;.....,,�i o rt'.:yr'' x`1"1"id'y r wY i I'•1; Nf bt6y R"" e, ^4rQt1:k w C ".k) in ay., ',tivCr,NA l { hr��+1.1 Cl 1 Af': +2✓Y r �' 'i Y?' t. v . F47 .:'!"v w. . y, I T - �.v'. .-, :4 �' $�.,. ��'.-+ 'r• zip:/_`> , k,:. ^r, :�*>.. �� r��'�,. t'!tl'•y . r1...s .., :%£�4 as .. %a <•:r1 raft Hsirlyor "t Bolt DaiPorwilea Bffit 11M Yal71aQ Monufadwar c.deel EnomesrIs, Llcaxn, Vaikl&,dI vacated Sfig FEICAaamrr Aoororaa W... R.". 2020 D'i Metals Inc Jason Shumate Zachary R Frost LOOK. Borden P.E 0B1102020 081OW2020 0820Y2020 ton 3,2020 PRpro.r.d Category: Roofing i51303-1511 PE-74021 (334,3001800 albCessiorl Metal Roping I11,11- eQtlrexma.cwn Corrglanca Method: EvAatlon Report from a Fiends Regls,md Mchattl or. Licri sod Fbrda P,aessmnal Fri oldest el+s}a1`1499 Prod, Qalat tZAssurance Approved for at Approved for use Ill Dealer Sw N product Model "Mgt, or N EGILGI2110212L CorNxl eaglrMlon Dale In HVHZ QW11sleIm litalatant Prey uq;_ra I rkesel MR.I Rod g Systems UMC 1ODNS. DMC 150.58 DMC 1735, DMC 200S.. 12,312025 Yes Me N/A ,01160 DMG 5V Florida Department of Business& Professional Regulation repe2e14 Building Codes and Standards 252on Product Approval Application Detail 1 r i Cade � Date Pending 7We Version Manufacturer -tact Engineer A, License Validated By Validated SUbol FBC Approval Approved tatu Rewsxwm 2020 Therma�Tlu Corpor"art Steve Jasperson Lrfli F Schmidt, P E Rya.J King. P.E 04/152021 lMlr-'020 04/2212021 0&r0&2021 Approved Category: Exterior Doom (ADO) 843-7828 PE 434M (813) 767,6555 Subcategory: Swinging Ldanhol Door Amoriblies sjaapernoni�lhermetru rn Compiler -Method: Evaluation Report from a m Fbrda Registered Arch, edt or a Licensed Fbrda P,.F- pal Engineer FL02WO16M Products Sea C roduct Model. Number or Name !t. QUaIINAsaurance ,(smduc(f�g� Contract Expiration Date Approved for use Aporowd ,in„j VHZ for Uw Outside HVHZ Resistant Impact Dan i Etessure 1 a Therrrta-Tru Fiber-Cassc and Smooth Star Nominal 69e39,8 &quotirrpact8quot Opaque 12/312022 No Yes yes NIA Compnmte Edge Fiberglass Single Door (I nswing/Outh ing', X oonflguratlon) 2 to Theme-Tru Fibel.CMsadC and Smooth -star Nominal 6993RA ti quaLlnlpact&quot, Opaque 12131 r7i No Yes Yes N7A Composite Edge Fiberglass Single Door with Si I.I m(s) ll nswrg/Outavkrg, XO. OX or OXO configurations) 3 c. Therms-Tru Rbeo-Clesac and SmoothStar Nominal 8&aria&quot,l npact8.quot. Opaque 12/31/2022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without Eider tes (Inswing/Outswingl )Qor OXXO configurations) 4 r 7r r d The ma uFaber-Classic end Srtxxxh-Sra 1 Nominal 8&p390 & act cr8 not Opaque 12731R022 q , 9 q No Yea Yea WA or Coin to Edge Fiberglass Single Door Png d9 ss ^g Incw JOut6win ' X configuration) c ne g 9 ) 5 n r P. T e nine-Tn1 Aber-Cgs61c and Smooth -Star d 1 I Nominal B8a390 &not ott8 uoC opaque 12/312G22 q . . OP r4a Yes s Y % rue s l Composite Edge nherglaga Single Door with t Sidelee(s) (1, ng)Outawng; XO, OX or OXO can}Igurations) 6 f 7herr1la-7ru now -Claws. and Smoolh-Star Nominal 6&430,0 ilquoClmpactAquot Opaque 12/312022 No Yes Yes NIA Composite Edge Fiberglass Double Door win or wthout Sklallt®b (Inswir=rrr ing; XX or CXXO Configurations) 7 g Tnerma-7ru Fiber Claeelc and Smooth -Star Mari at Squotlmpactilquot Glazed 12f312022 No Yes Yes NIA Composite Edge Fiberglass Sin9I0 Door (Inewrg/Outewig: XNnfigurato ) 8 In Thermo- Tru Real and Smooth -Star Nominal 88039:8 &quotlmpactaquot Glazed 12f31/2022 NO YaR Yes MIA (:.mpasit0 Edge Fiberglass Single Door with Sitleirir(s) (InswnWOuMwnjj XO. OXor 01 configuretiona) 9 1Therme-Tru Fibor-Claaaic and S,rooth Star Ngmmal rs&a 8&quotlmlpact8quot Glazed 12/3112022 No Yee Ves NIA Composite Edge Fiberglass Double Door win or without Sidelites(lnsvdng/Our ing', )(Xoi OXXO configurations) 10 I. Thermo Tru Fiber-Classk and Smoth-Star Nominal Sail &quotlmpaculli Glazed 1213112072 No Yee Yes N,A Composite Edge Fiberglass Sing]. Door (IncwngX9utswmg; X configuration) 11 k. Thermo -Tru Flber-Classic and Smooth -Star Mammal 8Aa390&quotlrnpactilq,lot Glazed 12/31r=2 740 Yes Yes NIA Composite Edge Fiberglass Single Door win Slderae(s) (Inave Q,Outoomi XO.. OX. OXO confgur 1-61 12 1 Thermo Tfu Flbsr-C4.M and Smooth -Star Nominal 88e30:0 Aquot-Impaet8quot, Glazed 12/31/2022 Me Yes Yea NIA Composite Edge Fiberglass Double Door wth or without Sideline. (InawmglOutswng', XX or OXXO configurations) 13 In Therms-Tru Fiber-Cl... r, and Smooth -Star Nominal 69#30811quot,rnpact9quot Glazed Molded 12nl=22 No Yes Yea NIA Open Composite Edge Ftborglaes Sntgle Door 0 o-'s"lOutswirlg, X aofiguration) 14 In Therms Tru Fiber -Classic and Smeoth.Scir Nominal Ca&a39:8 &quoklrnpactaquot, Glazed Molded 121312022 No Yes Yes WA Openco sit Edge Flber lase Sn le Door Win eE Pa Po 9 9 9 Glazed Molded O n Sidelita s ImNA IOutswin . pen ( n9 9 XO OX or OXO cooliguiations) .) 15 nTherma-Tru FiberClassicNominal sruc and Smooth -Star 2 88 &9uat I u0t rreracta q Glazed Molded 12/31/20 2 6a39 No Yes Yes WA Open Composite Etlge Flbarglase Double Door with or without Glazed Molded Open Sidelai (Inswrlgloutswi g: XX rx OXXO mnligurations) 16 p The„- Tru Flber-Classic and Smooth -Star Nominal 8aa3i &quotl mpactaquot; Opaque 12131202'2 No Yes Yes NJA Composte Edge Fiberglass Single Door with Molded Open Stdelite(s)(InevnngJOutswi-It XO. OX or OXO configurations) 17 q. Therma-Tru Flber-Claseic and Smooth -Star Nominal 69W39:8 &quotlmpactBqui Opaque 1213112022 No Yes yes NIA Composite Edge Fiberglass Double Door wth or wthout Glazed Molded Open S'ideliles (I-Ang/Culswxlg; XX w OXXO configurations) Florida Department of Business & Professional Regulation Pepe 1 a, Building Codes and Standards 115R021 Product Approval Application Detail ,..Lea LtWa EMIT, or pods Date Pangs- Dffia mm y"gD Slmflutura Conled enabler a Ulcers valMareddlL validated QutmlRed PBC Altai Approved Not.tt ReNswn 2020 PGTlndusirbs Jane Roao'rekl MemFOsde BCCO CEP Mlemi-Dade 8CCO-VAL 71n 9/2020 Iormo:J 1124t2020 Act.-4 Carouser: Exterior Door. (941) 48"100 (7,i 315.7590 Subcategory: Sliding E.t. or Door As mbbee prow inapgllndud t Compllance Mamotl: Cerdlt.Vw Mat c Ushno om ausiam Rn Aetluct, Qudar Assurers Approved for Use AOgroyedla Use IMIN6,11 DOGIpQ Alld Model. Number a tie- product O..Oreq- Contract E.olrrlon Or. gylyQtj Outside HVH2 Resistant Firm- 9 12Lt 900.5570(LeW M ii Impact) Vinyl Sldkig Mass Dow 04114=21 Yev Ye, Y., NJA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS 1 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67,0/-67.0 psf 12/31/2022 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0f-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 +40.0/ 40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248r10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single 8t 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 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/20.24 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25I2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/312023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie BuildingProd. Cem lank La Siding and HardiePlank La Siding P p 9 P 9 FL13192.1 - FL13192.2 N/A 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/-54r2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamil (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849r28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849,16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc, DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels F L17869.1 NIA 12/3112022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Peg,1 of 3 Building Codes and Standards 1r252022 Product Approval Application Detail L „c w,�g a Q2gkeke Entity or Late Data Panoing p8{@ Lo Version Manufacturer Conrad E1lalneer&License Validated Validated submlit" FBC ADoroval Apoli Akita R4wiswn 2020 Therma-Tru Corporation 2tarlor Steve Jasperson Lyndon F Schmidt, P.E. Ryan J King. P.E 0712312020 07/12/2020 07729l2020 1003,2020 Approved Category: Doors (8GO( 843-7628 PE-43409 (813) 767-6555 Subcategory: Stiingirq Exbsnor Dow Assemblies sJaspelson®thnrmalru co compliance Method: Evaluation Report from a rn Florida Registered Architect or a Licensed Fields FLl204f0,R3 Professional Engineer Pradu4:ts Seg a Product Motlel. Number or Name Product Desenotim Quality Assurance Aooroved for Use Ap3ra Contract Expiration Date to HVH7 ed for Use Outside HVH2 fmunet Resistant 22= Prosav 1 nTherma Tw Fber-Classic and Smooth -Star Nomina18843R8&quorImpadaquot. Opaque IW112022 'Yea Yom Yes WA Composite Edge Fiberglass Single Door (InswnglO,rtawirhg; X configuration) 2 b Therms Tw Fiber CLastic and Smooth -Star Nominal 8&439.8 &quot.lmpactili Opaque 12)31 r= Yes Yes Yes WA Composite Edge Fiberglass Single boor with Satellite(In6wnry0Utswng: XO. OX or DXO conflguratars) 3 c Therma Tru Flber Classic and Smooth -Star Nominal 66#39.8 &quot,lmpact&quot. Opaque 12/31I2022 Yes 'Yes Yes WA Composite Edge Fiberglass Double Door wth or wthout Sioei (InswtnglOutswing; XX or OXXO Lnntlgurellani) 4 e Therms-Tru Roar-Claaaic and SmoothStar Nominal88439,08qua ;lmpect8.quo1, Opaque 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door flnawing/Outewini X configuration) 5 e. Therma-Tru Fiber -Glees. ar,d Smocth.8h,r Nomma18Aa390 &quot,lmpacti i Opaque 12J312O22 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidelde(a) (Inswro(Outawng. XO, OX or OXO configurations) e erma-Tru f IhFlbor-Glashi a nd Smootn•Star NonUnal88a39;0&quot.hrnmct&quot. Opaque 72/312022 Yes Yes Yes NfA Composite Edge Fibergass Double Door with or without SOolitea (IhawinglOutsM'ng, XX or OXXO config.iii s) 7 g. Therma-Tru Fiber Classic and Smooth -Star Nominal8&A3B8 &quotJmpsct&quo; Glazed I J312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (InswrlglOuiswing: Xconfiguraill 8 h. Therma-Tru Fi bar Classic and Smooth -Star Nominal8&a39:8 &quot lrnpsa&qum Glazed I M1I2022 Yes Yes Yes WA Cgmgoslte Edge Fiberglass Single Door wth Sdelde(s) (InawingiOumwing, XO, OX a, OXO configurations) 9 1 Thermo Tru Fiber -Classic and Smooth -Star Nominal 8&A39;8 6quotampaet&quot Glazed 12131=22 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Slddlie t (Inswing/Ducar ing'. XX or OXXO configurations) 10 1. Therma-Tru Fiber-Claselc and Smooth -Star Nominal W39,0 &quotlmpaC Aquol Glazed 120112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (InsweglOutsw,rg; X configumi,on) 11 kTrrerm6-Tin Fill -Classic and Smwoth-Sta, Nominal 8&43R08qudt,mpact&gU0T, Glazed IJ312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door,Mth stiflte(s) jI @JOU%wngXC, OX or OXO confg urations) 12 I. Thermo Tru Flber-Clessic and Smooth -Star Nominal 84L4390 &quoblmped&quol; Glazed 1 J31/2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sideliters (InewinglOuormng. XX of OXXO configurations) 13 m. Therrna-Tru Fiber -Classic and Smooth -Star Nomina18A939.8 &quotlmpact&quot Opaque 12/31/2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with &quOt;Noo-Impact&quat, Sidellte(a) (lmw fag/0utswrng; XO. OX or OXO config urations) 14 n Therma-Tru Flber-Classic and Smoolh.Star Nominal 89039:8 B,quotimpecttiquot� Opaque 1 J312f122 Yes Yee Yes NIA Composite Edge Fiberglass Double Dow win "Nm.lrnpad&quot. Sidelites(In✓mng/Culswng. OXXO configuration) 15 a Therma-Tru F bw Classic and Smooth-fri Nomina188S39:D 8quoLlmpact8quot. Opaque 12J31/2022 Yes Yea Yes N/A Composite Edge Fiberglass single Door with aquot;Non-Impact&quay Sidehte(s) (I nawrlgfOutsw,ng; XO, OX or OXO configurations) 18 p Tirerma.TNFlber-Classe and Smooth -Star Nominal89939;0&quot.Impsct&quo1. Opaque 17J31 r2022 Yes Yes Yes Ni Composite Edge Fiberglass Double Door vRh AquOtNon-Impact&quct Sideli0es (Inswing/Outawng, OXXO configuration) 17 q. Thei Fiber Cie..,. and Smooth£,tar Nomin416Aa39'.8 &quatNon lmpact8qu l; Opaque 12/3112022 Yes Yes No NIA Composite Etlge Fiberglass Single Door (Inswing/Outswmg; X configuration) 18 r Them,a-Tm Fiber Classic and Smooth-Smr Nominal803088quat Non lmpact&quca. Opaque 12J312022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sldelte(s) (Inswing/Outirwng; XO, OX or OXO configurations) 19 s Theatre Tru Fiber -Classic and S 1h Sta, Nominal 39N3g,0 &quot Non-Inrpact&quot, Opaque 12J3112022 Yes Yes No WA Composite Edge Fiberglass Di Door with or without Scemes II-AnWOutsaing; XX or OXXO configurations) 20 t Therms-Tru Fibrr-Class. and Smooth -Star Nominal 88839.0 fiquotNon-Impact&gLioC Opaque 12J3112022 Yn Yes No WA Composite Edge Fiberglass Single Door (I-ng/Outawing; X configumlignj 21 u Therms Thu Fiber Classic and Smooth -Star Nominal 8&439:09quot.Non-Impact&quot Opaque IW1 f2022 Yes Yes No WA Coropostte Edge Iiberglass Single Door with Sideltais) (InswngJOuts-cl, XO, OX or OXO conflauration i 22 er. v. The,- Tru Plb('3a and Srnaofh-Star Nominal g8k39,0 &quotNor.lrrgad8,quot Opadi- 121312022 Yee Yes No N/A Composite Etlge Fiberglass Double Door wih or without Stdelites (Inswing/Outswing: )Xm OXXO configurations) 23 w Thermsli Fiber -Classic and SmoethJ` tar Nominal 511 &quoLNon limpaid&gaol; Glazed 12J31/2022 Yes Yes No Ni Composite Edge Fiberglass Single Dow (I nawng/Outswklg. X coefigurauoN 24 x. Therms Tru Flber.Cl.ti and Smooth-Siar Nominal88439:811,quot.NOn-Impact&quo1; Glazed 121312G22 Yes Yes No NIA Cmmpoete Edge Fiberglass Single Doo, with S cla te(s) (I nswl nglOutsw rg: XO, OX or OXO configuretiona) 15 y. Thenna.Tru Flber-grist. and Smooth -Star Nominal e&p39;9 &quot.f•bn-Inlpacl&quot Glazed 121312022 Yea Yes No NIA Composite Etlge Fiberglass Double Door with or without Sidollte5 (Intwving/Outawing, XX or 01 configurations) 26 z. Tnerme-Tru F1bel.Classic and Smooth -Star Nomm4189a39:0 &quoFNon.lmpact&quol,, Glazed 121312022 Yes. Yes No NIA Composte Edge Feerglesc Segle Door DnswngiCutswirlg Xcontigurabom 27 ze, T r a Fber-CI ro rd Smooth St i fro ma Tr ass a � a mP N n I884390 u Non1 ads om1 0 &a ot. uo Glazed 1 1213 72022 Yea Yes No NIA Cornposs Edge fibeI4sc Single Door, w lh Sider be(s) (I now ng/Outaw rig , XO, OX or OXO configurations) 28 A Thcrme Tru Fioi t Cl and Smooth -Star Nomina( 8&039.0 &quotNon Impadsquot Glazed 12131f2022 Yes Yes No NIA Composite Edge Fiberglas. Double Door wth or without Sider 'too (Inswing/Outswing, )QXor OXXO configurations) Florida Department of Business & Professional Regulation Peg.1 of 2 Building Codes and Standards IFrv21 Product Approval Application Detail ♦ �� "raWta �fi 1,"' 7 ^X tic"btiw e ,r,iY i'Y� P5 �+°'u^ ,0Y 'h r I u6:1Y�i'-M}t 'a :fin 5nM} i i' ✓,�,� gill � kfW Yh i�a �, 4� Pg4x.lr, �y,� L h � �:w 4y1 `h.�) , ti t'f��t:r� 924e emsr a 291 BiL core PINKAno tIL-0 Iaaa Yal'pD Manuf.1.mr Carl EnolrwrAlicr,so VaadaNd av MAINQpg aWanm.d F&CAmrai Ag,ggypg Ram Rwrlrun 2020 MI Wind- and Does Brent suntler Lull Robcrte Lanes Steven M. Urich. PE 10/082020 IONO2o20 10/102020 12/152(120 Approved Cue": External Doors 471i 1381 PE82514 is 717)31743454 SubCategory: SIIdn; Exterior Door Assemblies badllnper4o imwd.com Compilers.. Mail E.Uatrm Report hem . Florid.lih iater.d Archttxtore Llc1-Florid. Prort"-.1 Engineer FLa15332A8 Products QuaIINAcaurad;A AppritMfor U.e Amig-viol ror Use tmlpb'd Distant feel fi Modal Number or Name Ptodi Dasgriji COmrad CAutill0ll Dare tors ll�jM Oulswo jil ROSI$tm- PJ391kLe. 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 12r3M024 NO Ye, No WA 1453/46quot.806qud', NON REINFORCE 2 SERIES 420ALUMINLIM SGD SERIES 420 AL U MINU M SOD OX XO. XX 127312024 No Yam No 111.. 9lfdqud a6"'ouat: NON -REINFORCED 3 SERIE542CALUMINUMSGDREINFORCED SEkIE5420 ALUMINU M SGD REINFORCED OXU 1%1312024 No Ye, No NIA 1413AtIquot,96squa, 4 SERIES 420ALUMINUM S(3D REINFORCED SERIES 420 ALUMINUM 6G0 REINFORCED OX 1213112024 No Yes No N/A XO. XX 96&quot x%6qud; 5 SERIES 420ALUMINUM SGU REINFORCED SERIE6420 ALUMINUM SOD REINFORCED XXX 1213112024 No Yes No NIA 14 Daqud:.1iri, Florida Depanmeril of Business & Professional Regulation i 1 a2 Building Codes and Standards In2021 Product Approval Application Detail Pp PP nod4YMi �i lra4nf F4 ,'2a rjrrpp fhgP 1f ttiu, AA'1ri%%xT 4 Y�Yl l !(i4'�r i tl,.y 'r ",:M 4 1 »' *"(J M 'q t,J NJ, .± a°�I�"P d7.t.''.4 I.J'x7r£..JC'."vr G� �y�.l J'�';}, '... +o1`Z. [RI'E�1. .. r..}'-'4 Wa h ..-{n•'+V '�'. a 4t. ,Jr „r.11'�.FN�.1 +hu'rrc �ptr M .. ".afi�' Jik�t. F x..31v'%..µ:. ,sly%:,'Lr ?0' t`.,a *M1> Y.0 .'G.�..)°),'%�p Emits or Dr. Poludl n pall 11m Vanillin Manufacturer colEnalner a Llc.rae Valldarad Dv validated SUbrilli FSCAmmi Approved Slaws R,,t_ 2020 Wayne -Dalian, a OrAilon of Ovemed Door Dwayne xcnhn 3unnE 5catos J.M-P Arneson. P.E 1D/12/2020 091:292020 1023/2020 12/15/2020 Approvd Corporator, (33m 76"l 21 PE-51i37 (904)821-5200 Cwgory: Etter- Doors dkwnfshQ"yne-daltm.c AubCA.oi ried'lomal Exteror Door ASsrnbllea Conerl arr4a Method- Evauolich Report from a Hands RoS1616red Architect or Licensed Frond. prolessianel Engineer UAMZ AZLaBd4 m 3.t" Floeut Moller Numbers Memo EEPA& OPAa01Ia1 jlyallt, Ate-looea Contract itelrallon Aoawmd for Dove It3.MYtli Us, awuuxd for Use gggapt 49t11dehMZ R4 w It Qum Endisi rt 3 80DO/8100/8200 #1105 66e39. Me.'"ll 148a36, Met: height daring 121312023 No Ye, Y„ -31.001.35 00 available m too or Intermediate etdlon. 10 B000/6100/82W a1123 la sale, Matwidth. 148a39. Max height, Qlapng 12/31/2023 No Yea Yes -30.001-33,50 available in top «inlenneaute sedan. II e000A1100/5200$1124 168#39 Mar(VOM 1411439 Maxhegm Glarng 12131r02.1 No Yea Y!a •34400030 avallahle In top a Intermediate seotlon Florida Department of Business & Professional Regulation Pawl al Building Codas and Standards 1e 021 Product Approval Application Detail PP PW ii &ntny gt 216l Bus Dati, Penang Bat jyps version Jg goy, fipNasd Endneera License yaggalgdjbt vria"tll HIIDmISrg EALAnamvel Agprovad Status Reim ZOZo Cum., ivlYIc101AAD0 Inc Tom Rtri UL LUG Tray Bishop, I 12n 02020 12Al2o20 12212020 Approved Category: Sterol owl (641) 494.2813 Ig54)YAT-08,10 Subcategory: ExiMol Dow Comp-els lam reneytg...e.nloy. to COleorsnc. earned: C.1111 tips Mark o' Lniing '^ Fiorril5 7Aa products Quallty Assurance gpptpstdfew Use Alplatgwa rQ Use Imew, Qai iaat product Modal. Number or coma Product Qoctmm crlo Corarad Exdnllpn Date In HVKZ Qutsltla NVNZ Resistantple'l, t eon, 707, 727, 74 i. 757, ?77 end 841 Single anti Peks d Flush. Grated, and Louvered single old Pelrs d 121311202, Yes Y., Y., N/A Doors hy1oo, nlelal loans, Florida Department of Business & Professional Regulation page I of 2 Building Codes and Standards Product Approval Application Detail tl<�n. q1',✓u�'^. i'.�R NrA ,M,'u re W ,'fi,fhlr.1..�ar:W�!.b711.iS.,.n code Ii or 09. Ded. age penarw ore mum vismum Manufacturer CarriedErwmeraLoarne Valli IN uatluld Hurraitted f',Aaamvar Aggtwasg putyy RwAsori 2020 MI windows and Doors Front Sllliew Anlerloan Archltaotural BlextnM Uflch PE 11/17/2D20 11/17r2020 1127/2020 AppN d Caletlory: gund..s f71 f 365-3300 Menufactumm Mex,atax, 11'1'1h 317 0454 Subcategory: Single Hung u.sarignrQ..d con, Compliance M4tul CFrtlllcetlon Mark O' Llstlnp Asaur 1W proem ModN. Nu fiber a Name Quaily Aumd product Dracrtptlon - ddr In far U Hyll A-r d fair UInew �I VN Outside HZResistant Formal 2 l t SH 52x72 Fr/Flenge Frame IG/SG Single Hung 10/082023 No Yee No +SO/-s0 Lartineted GI... -4-"p N Cn (a C) �--a +� L L 0_ O O CU N M C Q .0 CQ 1 O .0 Crn 0 (DQ E O CIO p C^) I� "C �-6/�0 F✓J E Z Z W J N N Q- 0 N q� f0F � 4 SV •TS W ears d a,+ t.. 7 50 V i = w c ` /V C W p,. V ,+fir E N Z W 'u 0 L� O 0_ Q L O L Al W U CU o0 o< eall o CU w� W Z Z J Z Q J IZ SHEET N0. PA 1.0. a� a� Florida Department Business 81 Professional Regulation Page6 all Florida Department of Business &Professional Regulation Page 1 d1 Florida Department 43f Business A, Professional Regulation Page+ al Florida Deportment d Business & Professional Regulation Page / dz -Cu � (� Building Codes and Standards g rzs2ozz Bullding Codes and Standards few D2+ Building Codes and Standards f5<021 Building Codes and Standards � O -o-� Product Approval Application Detail Product Approval Application Detail PP Product Approval Applieat On t II t Approval cat on t 1 L L Q a W 4'i' 'ks. - � Y 'n ( a 1 �t . w . 7 ;^'. ,, . r. tw.r... . .r .. „ ....P,y ., .. x n , ''M"iR". .,' r : ,r ., �. �A ., � - .. �' L.. .. .....y_. �k"��i�-•'sue .?�.!�:�d,�:...' v...ws.'7i1 ^ a..� _ ... .- WRY or Datelarinifirlia _ - r .. -. , r• r , 1.) - .SSIYt�t�01.s�ke�. �pa ..:. W. ,. :. .. �: �fkD, .."tf.':.,"ram. J3`'." . r ....hot ..Entity ,N .qbL.,, .lo + 4„b, • n ..-. .. -0^ ■A, Manufacturer 211111 211 20 ligtla _ Yet .. .. ..pate S44! Inuv or 2ILt 20 omt P•rW � � R..� im Version contact Enalneor & License Validated By Validated Submitted Foro BC Aoval A000ved Status lYg � ManWacwr" EQilt, )",-9B[!Y Btdluw8Licerea VMlaaetl au tid& ialu 9ataPJs+d•Oa VMIddM QyypQ(!Q FaC Approve 8Q➢Lgya4 � lkpl 3l1RIQn MaaMdur" ar..2 Dal Endne"8 ucenee vauau■d av poindra FBC bigamy) Dal I1tpa Vonlon Manufactures- SignlaN. Endrr"aLlcmt• YaYMem IN Validated !NQ¢Uller! F&C Acomval PG7mkai Lerai. .fie Revision 2020 That-.Tru Corpoatbn Steve J-Person Lyndon F Schmidt. P E. Ryan J. K,ng P.E. 10/070021 O&1Br10`lt 10/132021 12/1&=l Approved PGTlnd.Wi- $11IIM )"tadaet y)yljdrp F110mIn4Q Ppgrake9 0r{ Rev_ 2020 MI Wndova no Dow. Brent StNeir Am.dCon Archdedural Seven M Urkh, PE 1122/2020 11/222020 Appo,ad W .4-/�e J Category: EXtarlor Doors (8DO) 843.7828 PE-43400 (813) 767-6555 Mlmati n 2020 Jena R.-dill Mird�Dode BCCO- CER MEami-Dedr BCCO- VAL I IM2020 11105IM20 11mil'"20 Appro-d R-sion 2020 MI NhndorE and Dope Brent Wirigm American Arch teclunl Steven M IAlch. PE 10MB12020 101OB2020 10/1W2070 APprovad Category: Wndowa 1717) 355.3Menutactur"s Assecuuon 171 T)317-8454 1t2&2020 `/ _V Fn SutiCaleg➢ry:6-111 ng Exterior Door Assemblies .1-persorethermat-oo Category: Wind- (941)480-0100 (786)315,2590 Crogay: Wndi (717)365.3300 Manufacturers All-abon i71T)31/-6454 subcategory: Fixed bNnlngergi-d.corn /r\ �V ♦1 \y Compliance Method! Evaluation Report from a m aubCat•grity: Single Hung IrosdtleMQpgtlmiurriii om subcategory: Horizontal skater bsl+Iingerl$mlwrixore Compliane. M.mod Cor lfkahon Mark or Letting \V VO Fbrkla Registered Architect or a Licensed Florida Professional Engineer CarrlpllMlu seat Cmlauaon Maly ix hang Compliance Method: Cora atm Map a L5tn9 aO F W2ge Rta ProNrcrs F s1m61 Rao gdudt tL$ti$90MIt Fl.sig&81•R7 PredY4:ta Oualw A,-- A�eved for Us• Aooraysd fins us• Insect j2ari�I movie Aaeuraxe 8gpyay.a for u.. Aomavd roll we I�en gf:y�1 flYY1DL86ufagga Antrower fall Us, Aooneved ra llu Ima11t GOaIOD O L Q � _ Sa Product Modej. Quality Assurance Aoprosaafor Product Ilse Approvedfor Uas imeaFl peeion it" Pr2MNLModel. IaemDat or Namepro"g.4CIIM(gp Caaraol ladrallon Dale JO HVHZ outside IS}�nt %assure imi Prodwl Moad.NumbermBAM J•�(,Q�Wh c y(gagg(g InHy� �99LU Q pa=lst� rPe woo saaJt $gdutt ModN. Numesr or Name Produn_�aCrntlAfin Cpgracf FKoettlpl Date JQ�yQ� rbj �)(� $�Mg{ � O LL ea Number or Name Da0on0Uw1 Contract Exdralbn Date in HVHZ outside HVHZ R 8 1 pressure 2 RN5%03 it.rge k%.Ye tmpad) Vinyl Rings Hung Wrida-r 0IM0075 `re, Ye] Y N/A I HS 186 Fr, and Flange Frame 78rg21 na.asd Glees 02/182024 No Yes No •45/-45 1 tits Pad 73 s 721mWated Glsaa 00032023 No Vaa No s60/-e0 0a 1 a Thermo-Tru Fiber Classes and Smooth-51or Nominal W38,8"Non-Ia=cl8quot Opaque 12/31/2022 No Yes No NIA cu � -4-0 %4- Composite Edge Fiberg loos Single Door CU > 2 b Thron -Tru leber-Classic and Smooth -Star (In"innitOuta ii, X configuration) Nominal 6&#X8&quat: Nomlmpad8quot: Opaque 12J31/2022 No Yes No N/A (n -0 Q Composite Edge Fibergleae Single Door with tf 1 L_ Sidelite(s) XO, OX a OXO U_ 4-' (t naWngJOuteWng; �(D O 3 e. Thnrma-Tru FIlerVossm and Smooth.6tar ormfgurationa) Nominal 6&#M;8&quatNen.lnpsd&quint, Opaque 12/31/2022 No Yes No NJA y� L Fiberglass Composib Edge Double Door Wih or , co Wthout Sidelites (imeninglOutswing, XXor O)O(0 -� configurations) 4 d Therms-Tru FBxrClassaand Smooth -Star Nominal 7&R39:O aquot;Non-Irrpad&coot Opaque 1MV2022 No Yea. No N/A Composite Edge Fiberglass Single Door (I nwang/Oudinnong, X configuration) 5 0 Thermo-Tru Flow Classic and Smooth -Star Nominal 7&R3e,0 &qua; Non-Irpacu1quot, Opaque 12/31/2022 No Yea N. N/A Composite Edge Fiberglass Single Dow with Sideliter(s) (I n*,Ang1OulaWng: XO. OX a OXO configurations) 6 f. Therma-Tru Fiber -Classic and Smooth -star Nominal 5&039;O8quoCNon-ImpadBquot. Opaque 1231J2OZ2 No Yes No N/A Florida Department of Business & Professional Regulation Pa0.1 d1 Florida Department of Business & Professional Regulation Par 1 d+ Florida Departmerd of Business & Professional Regulation Page 1 d1 Composite Edge Fiberglass Single Door Building Codes and Standards ar5=1 Building Codes and Standards 115/2021 Building Codes arid Standards 1102021 (1-riglOutsving, Xconfigurabon) 7 g. The-. Tru Fiber -Classic and Smooth Star Nomnsl B&k39;06q,t"orvlmpoKt&quol, Opaque 12/31J2022 No Yes No NIA Composite Edge Fiberglass Single Door wth Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail SKI.M.(s) (I nswing/rOutswine; X0, OX or OXO .. ,. .. >c'. . - •, a. .'aJr' lna .. °g .,. .. - r x. • , .. ,�maWy � �.. :i ', � J ` . t •'- � k":. �+ - :.", �'� ' . , - 1 .. �: '. ,. -. ., t.. ( (n�^ w � �-. �wJa�. 4t+. `t. i.>��%la��. �-0��µ� ..,,, /.-:. no-, ... .. ,....., rv., s , .. v, .... ,,.1 .. _. ,., t ww-1 ' ^,Y f .. . �. �, , „ -' , .,. s r, . , , . .. .. , �yi J (d �. ., ^(t '. M4 >ltni r i ., w - . ... ,, •� t , __... , ., . . , . �' r. ., 1 , .. `.v�' (. ' ��-W'i�.w�'.c., / � �r��W%J lG - - - ,. . ,.. ,. , , .. �. .n.. ... � v - v l I N yea.Y"'.•_, ,r' ;. (1, ': ,�,:T°?a." a -. r ;, �,, ,,�"� u1T y., ,.;. ...... .. �:. .. Via, . °-'t�54�.• .. �,9�' r�r,.., n ,, a�..:,.r - '1 uratione confi9 ) 8 h Thermo-Tru Fitner-C tin- a 9- -Opaque Id68K and Smooth -Starr Star NannAl 8& 3 0 uo Non Ira - O ue 12l31/2022 No Yea No NJA , 8q 4 not Pas Poll Composite Edge Fiberglass Double Door With or Do 1R',PFIIA'1S ev`Lt� lW.x 18iNt��r-W.•ril A.. r.b .to�I Llf r .Y».�r d��s�r�..yav6!5�w,wi_�_'�er .Jv. . xi� L, r{ .. .. .✓�,.F4,i'��.L'�.�i n'�t a,,f _ ,. .,yam .. .. r.. .. �. ..- ..r. .. , .. .Y�+'' 7��iQ.'i`�J.r��., , ... •. a v.�., 5.�r�.,�V�1�1-..Iw, X1e ".�.i 4>` .. . a. .. .,. .w._a..,,..._. ,.. 1.a,.�tEit._��. _ ; _;. ,,.r. .•W .. - . .. r. r ,&.�.§'.,rt�.. k•I�SFIs�..,. :_b, ."��Ia�wva.�f'%i�,-... '.6 ,�.�3�.��.,.. ,.A,.I n,., q ,7.8`�4.�.L 1,9gyC{^•. . °'i".viers ... .. e� Without 6ideliies (Inwring/OutrMlig; XX Or OXXO seta or Bi& J�da Ode Randle oats .996 EOIEKaL 2" 2" Oat• Pand. ihtt feel rniffir w g■g ti■e Oam Pond - IIV configurations) mm version MannAamur" �tffi Faakre" & Lio.ras• Validated ey Validated Submitted FBCA-,,,i Approved jEtt� jEpA Version j�W1hict. i SgIDasr Fnd."♦ Liana Validated lti Validated $l1�IG4d FBCAaory al PPa[gYei Etdat lYg Yei1iPII Manufacturer Engineers Uee.s Validated a+ 1r9tild 3(J890fE4 311�Ettff FBCApprovai Pi)IEpYlQ igaEU! 9 i.Therms-Tru Fiber -Classic and Smooth-9tar Nominal B&s39:8&quot,NOn-Impa0&quot'. Glazed 12/31/2022 N, yea No NIA Affiendlon 2020 POT lnductrtes Jena ROsow'd1 Moral -Dade BCCO-CER Mom -Dade BCCD-VAL 11105r2020 11MSM20 IIn 1/Z02O Appre-lid Rwesion 2020 MI Wridwvsand Dee. Brant Sntn➢er Lue RI -a PE 3-M. Unch, PE IOgB/2020 iwono20 1011 W2020 12/1512020 Approved Affirmation 2020 PGT mnaoines Jana RosowsN bandDops acco -CER Mlno -Dodo BCCOVAL IIM12DZO 111052020 1in 112020 AADroued Composite Edge Fiberglass Single Door Category. Wnd- (941)466-0100 (7861315.2590 caa.pon, Wind- (717)365-3300 RE62514 (717)317-8454 Costley: Wndows (941)466-0100 (740)315-2590 (IraWnglOulawkng. Xcontiguratlon) eubC togi Fined lroso sklitogtlricuemeso subcategory: Mullorl] bshllhoo4mlW4.00m subcategory: MUNims frosoesklQpgtlrlduelres,c 10 J. Therma-Tru Fiber -Classic and Sno01h-Star Nominal 68➢39;88quaf;Non-Imp2dBquot, Glazed 12/312022 No Yes No NJA Corrpllancell"od: Coeducation Mark a Uding om Crmpltence Method Evaluation Roped tom a Corpus..Memoc: Codl Mark a Using om Composite Edge Flberglssa Single Door with Floats Re➢latentl MchllectwaLicensed Florida Sbellle(9)(InsWrig/OUtawing; XO, OX a OXO FIAW4124 a Prdeeaianel Engineer F12s7.IlIZRor Atctf configurations) 11 k Thermo Tru Fibery;laesK and Smooth -Star Nominal 6&039,6&quot.Non-ImPsct&quot Glazed 12/3112022 No Yea No NIA Quality A-srnce Apguildi for Use Aroo-ol for use ImQtgl gtdgg PUN19411,11,�oduct, 2WWUAa WMU Aoorev,d fa Ills Aoemvad for use harpect 2&WM Composite Edge Fiberglass Double Door Will or $lei! Product Model. Numb" or Name Prod ct Drserlodart code .d FadMion Oda in HVHZ oubidr HVHZ Re.Wed Pn_n jtga Precool Model. N"K Or Name Product DesMOUon Contract FaWrdlon Dao In hurl owlick HVttL mad Pressure Wihout Sidolilow(Inswing/Ouseving, xXOr OxxO 5 PW.5520(Larg. Mkall. lmpedl Unyl Flxrd Wnd- 6,1602025 Yes vs. Yon, NJA Quality Assurance ARLMMafau•• Maovegrnsuse hies- gadm I Muses for All Doors an d Wedoere Aluminum WIl 0512W026 Yes Yes Y. NIA coneguredons) icon Protlucl M•dd. Nunh" a Name Product Description S,Wrxt itirk k�len gab in HVHZ outside HWY Hull ■Y Plan"r 12 L Therma-Tru Fiber-Clasac and Smooth -Star Nominal 79A3a,0"Non-ImpadBquot, Glazed 12131/2022 No Yes No N/A 2 5764 Vertical Alumh-m M.N. 12/312024 No Yea Ye, N/A Ccmpg,dte Edge Fiberglass Single Door grrsWngrOubwrq, X conligurob-) 13 m, Therms-Tru Fiber.Clesticend Smooth -Eta, Nomsal 7&039.0&quotNon-Impad8quot: Glued 12/31/1072 No Yes No NM Composite Edge Fiberglass Single Door Wth Sidelde(s) P nswro/Outawing; XO. OX or OXO cnligurmons) 14 n. Thermo-Tru Flb"-Classle and 6naom-btigr Nomna188s3g;0"Non-I mpadBqupt Glued 12/3112022 No Yes No NI.4 Composite Edge Rberglow Single Door (InsWnVOudwhg: X configuration) 15 o. Thermo-Tru Fiber-Cessic and Smooth Star Nominal 8&a39.0&quothlon-I mpad&quot, Glazed 1213112022 No Yes No N/A Composite Edge Fiberglass Single Door with gnsWrg/OuieWinfl: XO, OX or OXO SKIeconfigurations) mnfiguratione) Florida Department Business & Profemlonal Regulation Pa 9U P 1 of a• Florida Department of Buslrless & Professional Regulation � Perez Florida Department of Business &Professional Regulation Pa.+d2 16 p. Therm -7ru Flber•Claeri: and Sntooth•Star Nominal 68039,0 &quorNoh4mpad9quot Glazed 1213112022 NO Yea No N/A Building Codes arid Standards 15=1 Building Codes and Standards 1019,2021 Building Codes and Standards 10=1 Composite Edge Fiberglass Double Door With or volf,clut es (inswingJOutswing; Xx or OXXO oonfiginish.na) Product Approval Application Detail Product Approval Application Detail Pr4xjUCt Approval Application Detail 17 q. Thermo Tru Fiber -Classic and Smooth -Star Nominal MON:68quot:Non-Impad8quot Opaque 12/31 W22 No Yea No NIA , 'i'e•n ;. .,,,r r -�r;' .... ,. ,�a• m,+ _ - - ( . ,. .. rr�.,,,.�1,.... ... .,u „ , . s .. :;.�. 'A - " '� , � n �..�m� �v P if < r. .jao'r ^- ,). ;�...,r, ... �, fr' .'� yyj �9'ki � : 1 94.. Gf l� .. S g'�^�IZ(11,r �ii?�fti: __ ,,,, ' :... ;, •-r. h - S"� t ', f _ - _ a.: a F ` 4(' f. �291 at yf Comp -Ng Edge lass Sin Ice Door vAth 9 fig 4 Transom Inside /Oulsw+n ;OJX configuration) ( r 9 5 ) 18 r. Thermo -Tru Fiber -Classic and Smooth -Star fl Nominal Edge aguotNonSing]. tBquot, Opaque 12/31/2022 No Vue No NJA � h1 , - . ,. , .. dfS_ .. lntaY a ,: a 18t! Isll! oYSPlaYOa 1� �i� r�L.1ff t$! �! Date Pend- gat! .',trc.h ��'.a 1w�':�v .�. �`r u�'t.A e, Composite Edge Flbaglox Singb Door vAkh I g Version �IIf icursr figmagl Endneer & L1c"1ss j(syQt(gg-®( V�Pd I{y�(� FBG AmmvW aQg(gygd )yam Ike! V-i- shnufectur" SOOINd EIIWIrtlslldESOtB YalMded By yMW" samim FBC AmrovN dggtgyed Zyg ytgga ■aduruture Gdl.fJDilM S9nlKt Esso teer & Llcem VMWMed Ba j(yl(Qt(tQ31.111111nifted FaC Aoorovd 1trY 8pgrgyt9 tm Sidelite(s) and Than- (In-9100-ng, OfXO 01 or OIOXO eord iguntbns) Re'Aelon 2020 James Handle BuIldr Product,. Inc. g Chad Dlallas V. Andrew Ten John Southold, P.E. O11D5/2021 12/1/2020 Di/b&2021 dap FBC Apis. Rao- 2020 AI•Ws alto rhmmpson Lyndon F. Schmkx, P.E. Ryan J. King, P E DVIM2021 0211L2021 02221r021 04n3no21 Appoved Rsviebn 2D20 GeA Micheal Stich Rotted Meminan Jam W. Kneiavich, PE DB/262020 OB212020 10N2J2020 rR 12/15/2020 Approved 19 a. Thnrma-T rU FDer-ClaeeiC and Smooth -Star Nominal 68s30,8 &giJpt;NOn-Impact&quo( Opaque 12/31J2022 No Yes No NIA Cslogay: Pond Wall, f609) 445-8350 PE-8/662 i]S2):187.2S2B Cargory: Panty WSIN (330)e22-2389 PE-4340e (313) I6I-G9s5 CMpory: Roolnp (8D0)70q.3911 PE59166 (954) 772.0224 Composite Edge Fibeug loss Single Door With "Category: Siding ched.diercksojonrnhad BibCdepary. &drag nNanpam(ilel6ldr.cam subCatapary: A,P,aR 8naye] mAieliQgaf.00m SiddAe(s) On -rigs Oulawing: XO, OX or OXO Compliance NWhod Evousti. Report ton a e.com Gompilnca Method: Evdudim Report from a Compliarme MWhp : Evdudtm Report tram a Continuous Head antl Slit Configurations) Florida Registered ArCIVIed as Licensed Florida Fiord• Regletand Architect are Llce.ed Ford. Florida Registered Architect or a Licensed Florida 20 t. Therms-Tru Fiber_Clasaic and Smooth -Star Nominal 8&103al) &quo1,Non-ImcAd&quot Opaque 1201/2022 No Yea No NJA Prehilo nor Engineer Pral-fond Enanaar Prol sshTnal Engineer Composite Edge Fiberglass Single Door with Sclelibo(s) QnevAnglOutswirg. XO. OX a OXO FLM31NAB product, EiCa272,458atlliidf LV1E.6Qa=2 Continuous Head Snd Sill configurations) 21 u. Therma Tru Flber.ClaccW and Smodh.Star NOminal88a3g;68qud',Non-ImpadBgUoL Glazed 12f31/21722 NO Yea NO NIA puyiry Ass urayw Approved for Us o Approved for Lap Impact Dosim) Name Deealdbn Date Quality Assurance, A--,4 for Use A-,,vsd for Uw Imae51 1 Quality Assurance Aeorovrd for Use Asoraved for Use, imam± Rtalae Composite Edge Fiberglass Seigle Door With Itagk PTotllxt Mudd. Numb"or Product "tatireBl Expiration In HVHZ Outside XVNZ Resistor! pressure 8•d A Prockma Me". NaMfNor NPMe Re_drpt D•wrlotlon Corurad ladrdlan Dye N1 HV14 2titidW N1ML RnMant Fvefwn sl3di fo odlc'1 Model. Number of /&me Product Descried- emarad FadrYlm Drr In HVHZ oulololl,,BIZ JjVygtnt P-re Sidelte(s) {InswrligOutsWng: XO, OX or OXO 1 Cenplenk Lop Siding fiber-cemod lop vdhg 12/312023 Yea Yea N/A WA 1 is dqud.2T8quo1. Sofa Vent a sold Vinyl Sefa 12/31/2023 No Yes No N/A I GAF Asphalt Rod Shingles Fetcher -snipped 3-461,, lemnotpd, 0-tib and l V1102022 rho Yes N/A NJA Continuous Head and Sill wrifiguradons) 2 HedaPbnk Lap Siding strew -cement lop skiing ini2023 van Yea NIA N/A 2 b. &cud Nlknce roil Bohn Vent or sold Vnyl seal 1713laO23 No Yea No WA nlpfrldpe .sighed s hngies C 22 Y Therms-Tru Fier -Classic and Smooth -Star Nominal 8&N39.0&gtmt Non-Irnp36t&quot Glazed 1nl/2022 No Yes No WA 3 c.&Wet.Graenbflar Vlntege B.ededds30. SofR VenlIXShcd Vnyl Soas 12J312023 NO Yes No N/A -v Composite Edge Fiberglass Single Door with lsWng, KO, OX a OXO gnead 4 d. dqud:D5&gup; Slot Venter Shcd Vir"d Eafa 121J1J2023 No Yea N. N/A •";s -p Continuoultis Continuous Hbad and Sill configurations) and 5 e dqutt:f.Yledu Dakaqud; UdB+ ventasaid vinyl Soda +a2,1m2a No Yea No rub 23 w Thermo-Tru Fiber -Classic and Smooth -star Nominal 6&R3a,68qua;Non-ImpadBquot; Opaque 12J31/2022 No Yea No WA 9 1. &quq:Sup" Spin&quot Sold Vent a Scud KM Sda 12/312023 No Yea No NIA � C Composite Edge Fiberg law Door Panels with Vented Sidelite(s) (InawtnWOutswng, XX, XxXa XXXX 00 U .� 1. C"2 configurations) ` 4 1= (U (,,,,y 24 x. Thernw-Tru Fdber Classic and Smooth -Star Nominal 8&039;0 8quot,Non-Impact&quot Opaque 12131/2022 No Yes N. WA -- M k Composts Edge Fiberg lava Door Panels with Vented 1,� _ C LL 0_ Sidolke(s) (Inotving/Outewing, XX, XXX or X)XX 4C cm ._ 25 That"Tru Flle-Claaaleand Smoolh-Star mnfiguahon.) Nominal Glazed 12/31/2022 No Yea No N/A Q .N N 1. e=, c0 y Composes Edge Fiberglass Door Panels vMh Vented cn •-x w•+ C-4 SidWoe(s) (I newing/Oumwing; XX, XXX or X)OX Florida Department of Business & Professional Regulation Page 1 ell Florida Department of Business & Professional Regulation Page I or Florida Department of 13115I13OSS & Professional Regulation Page 1 ell 3 all O3 26 z Therms-Tru Finer -Classic and Smoolh-Star Configurations) Nominal SM39;0&quot Non-Irrped&quw: Glazed 12/3112022 No Yes No NIA Building Codes and Standards g 1aa1.m1 Building Codes and Standards g +argon Building Codes and Standards +eN2021 _ s Compodla Edge Fiberglass Door Panels ulth Vented p y L sldellM(s) {InswanglOirtSvnng; xx xxx or xxxx Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail rY cJconfigurations) in rfiq�1>rr 11,F,. . .,)..+- _,_._: - - .:..+pr.. n a - 27 za Therma-Tru Fiber -Classic and Smooth -Star Nomnal681139:8iliQuot;Non-Impacl8guot Glazed 1213112022 No Ves No NJA '.D W Cora site Ed eFiberlass SinflIeDoaw4h3&A39 Po g g a n 3 '• . 'n ' , '-.. ,. i.. ., a+ - t e, q .» a. �' .H, t & a101 n��'�.,• ''�n i�� K• ., a0f��i.. r �sX3. 1.e r d �tia'i%t'.7fiF.,>�. w6 :. '�.�.2t��i4.e,. r �J.;r �� SidN+tc(s) (InswrndOWsvdrp- XO. OX or OXO configurations) .. lZ2k _. Entity or . gist 2" per, Prod- oats ,. .. _. Entity or D9tt Do .. Date Pending RD _ . .. ,Ina.:o- ., ,r .._,. gs9a _,. . Entity or 291 J?dl! gate Pending .a ,K.1 pit i � G L� R yn � 20 zb. Trefma-Tru Fiber-Clawk, and Smooth Star Namtnal t381139;0 &quat.Non-Impact&quota Olazsd 12/31fZ022 No Yes No N/A jkga Version tr t Connect End-, & Lk-, kddded Br VgldotQ IileterrJged FBC Auoovd As- YffiIg0 MIfa u- Mast End-& License XAWAIad R. Validated E &M" FBC Aanr val Applgyg Type ywon leanuteciurr eonlsd 6rdraw a Ur:era• Validated Sy Validated A! mew FaC Appravd Allow star-, � Q S7 Composite Edge Flberg lose Double Door With R.0- 2020 TAMKO Bulding Products LLC Karl Lush Robert Nlem.n John W. Kn-,4,h, PE 1=412020 09292020 ton 22020 /2AS12020 Approved R.,AW n 2020 L,V Therryseon, Inc. dna Thompson Architectural Tony ChrldmBn Zachary R. Prior Seven M Unch, PE OW 7=20 09/1anno anlr=aw 12115=20 Apprastl P.0- 202o Floods Metal ProdueM )me. CorkJonre James L. Sucker. P E-0 Stoven M Uneh PE OFn2711020 0926l2020 10.042020 12MG12020 Approroe N C, 6idelion) es (Inewinly0utsroing. OXXO category; Roofing (417) 624-00" PE-50106 i9M)772 one Mares ComponylTAMC01 1613)248.345a PIF44021 (717)31T.8454 ca"ori: Roofing (904)7834400 C BUCK Enghoaring (717)311-8464 M O 29 zc. Themes-Tru Fiber Classic and Smooth -Star configuration) configuration) Nominal Glazed 12131/2022 8qudlassi No Yee No WA 8nbcelepnry: Undeneymad3 ken etlenq;4amko.cam Caegay: ROWnp Imygpenieayoam➢rxyn subCdapory: Raounp Aocasaain that ore an drkl@Ilameo rem PE-31742 _. U it Edg;g Smpa Door vv Composite Edge Fiberpbae Sityyls Doer with 3&M39 D Ranee Method: Evaluation Re Carp pat rem a aubCat eflory: Rcolnp Accessorise That are an iota el fart effne Reciting Integral g System ` SidelihB(a) (In►wtng/Outswvrg, XO, OX or OXO Flald• Repdaltd Architect are Licensed Florida Integral Part Drina Reung System Compliance Method: Evolustion Report from, COnfi 411,One) Prd.,.-W Engineer Compliance Memos Evaluation Report tom R Florida Reglaleretl Architect w a Licensed Flerda .p 30 zd. Thertmn Tru Froer-Classic and Smooth -Star Nrxnva189 A:0&quot:Non-Impact&quo[ Glazed 12/312022 No Yea No NIA Ronde Rapstaredaclift.tore Licm,.d Fiwaa Prdewwn.l Engineer Composite Edge Fiberglass Double Door with J!M212SA2 Products Professional Englneor 38a39.0 Sidelttes (in ng10u1a Mng, OXXO FLalsMa.R3Pradum 31 ze. Theina Tru Fiber-Clacs,lc and Smooth.Star cal uration 9 ) Nominal T8g39;0 BquoLNon-Ira Shaker 12/312022 Inct&qud; No Yee No NIA Et4E Product Model. Nn"ib" or Nam• QudildrA ,-, Product Daaaldlon Cnairad Eso'udian Ag,aavedfor use Aayoved fa use Jmgggt 229M Ore In HVHL Outside NYHZ Egfi){{� P_naun Quality Aasuraue crowd use Approved �tgt_ � gm gfi� product Mood. NUM" m No- Approved far use ApprovM rig use product Inacnetlm, Outside HVHZ Ylh1mZ I1MM l� tSadd� lhaeA SeriOs Composite Edge Glazed ribarglaSa Single i TAMKO Rod UndarN)1mMis (HVHZ) Rod untleAaymente rig use in FBC Fn1F¢ OK292023 Yes No N/A NIA ij)ta2 Protlraa Mort. Nimh"atoms Product Onnsbllon ('yyltred Erdnt"n Dd• Jig Hvni Hyut )� J,n++-ns 5 J-FLAMCO &quor,RV lO RItlw VaMequd: Aluminum Ridge Vence for pitched rpoN fabricated i2/312024 NO Yes NO NIA Door with orw+thout 1&a39:2 SideMs(s) (liawmg/Outewng; X, OX. XO or OXO configuration%) 2 TAMKO Rod Undernyments MQNJ VHZ) Iurlsdctlons Rodunderoymsnt. for use h FBC -HVHZ 0a2812023 Nor Y. WA N/A 1 TAMCO FIN Top On-Rldge Venl aid Belie for Tie 2e ga. etotio roof vantilstor vntle oemo Oer092026 Yee YeA NIA WA from 0 02F Aluminum jurisdictions. 2 3 TAMCO G.o,erreck Vent TAMCO Olt -Ridge Rod Vent with Be he 20 pa. 0910912028 No 20 go. static roofvaniktor elth riles rated pare 09/092029 Yes Yes Yes NIA N/A ,OA52.5 WA 4 TAMCO Round Top 011-RWge Vent with Bette for The 20 ga. eatic roof ventilator efth area 09N82020 Yes Yes NIA NIA Florida Department of Business and Professional Regulation Florida Department of Business & Professional Regulation pager di Florida Department of Business & Professlonal Regulation Popp d3 Florida Department of Business& Professional Regulation Page I d 1 Building Codes antl Standards nrmr Building Codes and Standards 102111 Building Codes and Standards 125RD22 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail :.Y: ". y.. .'Y : ev,,; 1,. '(.. T� „ -W';,d & e , . $ _'V.m,4 3 ,*U.N ,.. 9y.� , nti' '&u ro-I'�G.)„ �t ;R 4 1 -� .. .'S ,<�( x .+�.. S. But ,. �i L:1 G.. ., , .. r4 , ' p,* ,gp,?p.-y 1 j$JN •. '4., r r, ... ,m ga .'!fit"-, • r ..'kin.. , - .. W pp .. r . ,. a.... w a .,, w ; ... .V .� , rca tiT ... . _ ., :r .r. .. .,.r., � .. -. ., m ♦ .... r.,.. r^!i'. iN"' vaV 'gq „ , 4.. n .F Yin^ "1vr "°u 'e. , - . .. I.. .. )LI ..,. k n 1 :. 44... .. ." - ': r , 7 an vrf V ^ � .�`..,'�1,44._ ..: _ MO��..�i. Kb.,. �.�'r�i.•,:. JR ,.,;.. , ...._/ ``- 1. 1:. ,.u1n, r0�YY�� , .... kk. yr(�A _ rev fir _. ..:� _._...^let ��' ,. :Y ,.• I:ffi r: {'.*-_ ':: �..a _. . - - ,6 vn h rr v . .✓ .. tin � , 1T spry• :�_ ♦ 1.; - t , . n ,' 'Y". . '+r?'f, ' . .. . u.fii`r.:�,,,yq,'4D'.Ii, �,r�.�a;rdxf ,ro��,.f ,. r9 'iMdi�„? N�..iWrii�.y'�.,trd9P,1'M. u.,. r ib,.rSaT _ �(:$'I�s :i+!1",. .. d l'1'. rr�„^��,w ,ea. :.. y'#4rA��i.. _ n7ri��hC��W x+,: 4-. flag! A" Ddt gets Pending am EFWh or IKg j" Dot, Panel- ly,sl Cade Entity or Data Date Date Pending Date FW6259 R31 L ffi Vff11ga manta surer yyD(gat F d lie &LlnaLeValidated Validated$VM= ro ec Aamr alga _aim 11M V" an Mufwtur" C.A.1 Eobl aoer&License Vdd eli,d By ytwiw BC FAmrovd Mo=v,d Ej&gg j�I Version Manufacturer Contact EnWainer& License Validated By Submitted FBC Approval Aoomvod $�yg R-on 2070 Lenard Keel..Jellry J,m+es L. Buckner. P.E eaeven M. Uneh. PE 1 /23P1020 11292020 11092020 ling FBC Am, ReWL. 2020 Bore) Roofing And.roen Rabin IAPMO Unff m Ev,luatlm Gary W. Walker 11/032b20 IVOV2020 I1/DW2020 Approved Re Wont 2020 Global Protection Products, LLC Tim Robinson Walter A Tilt Jr., P.E, John W. Knuavich, PE 09/06=0 OW0812020 10101IM20 12/15/2020 Approved CD Z � �� Q 20 Status Category: Roofing (501)06}6163 PE-M242 (717)317$454 CNegay, Roofing (801) 380-ill Services LLC 1205) B54.0160 Category' Shutters (954) 889.7546 PE-44167 (954) 772-6224 �r�,.�Q,�,, ry. Version ManufaGturlY C ntect �� r�...1�„ p ESSDlneer& Validated By Validates Submitted Pending 8Rl2roved Approved subC"epoy Rooting PAieseakalhet ve an kjdlry@W manCO corn 8ubCehgonrA-frog Tilt, RbnMtlBNa �bpal 0 Subcategory' Storm Panels Jim mbinson®pppBm COm Revision 2020 POLYGLASS USA Maury,Alpert, License John W 1 Dl2(3Y1020 10/2212020 E� 12/152020 CampInlogrs Pars Ofthe d- E ne System carpu.ng.Mrinpa: Ewuakn Rapon+mm. Cp etact Ece u d- E Evduelim Repor from a Produm Eveluatbn Entity m Method: All Evaluation Report From a Cordes Registered Fbrdi Ragietered Architect a a Licensed Florida Category: Roofing S9547,331330SmalpertQpolyglass.com Robert Nieminen Knezevlch, PE Approval Florida Regi,cared Archnectorb Licensed Florida Professional Engines, SubCatagory: PE-59168 (954) 772.6224 11/01/2020 Professional Engineer FLAM&M21RrmhwSt Underlayments ELitla OudN Assurance Ancreved far Use Approvrd for Use � lit1� P�+11ao7aJt6 Pmdueri Compliance Method: P Otlalty AHura+te �tgyFtl torus APUfpyedfgr Uea IDQffii (�gQt irlai is r Ydratlon Dat• HadMGLCnwnvell 5.,�.F In Barmy -Slake, Slate, Country Sde, 6plil Old English Flat Preflb-Oenvm CO �r 12131202q No l2WxIIY.tl)mt Yea ! N/A NIA I�fetNts MIA &a 1/ FkgduM NbdaL. Number or Name Quality Aria nines pprovedfor Uss pbrn use a a vdeall Pope uCt DepwlpllDn Contrast E%glratlOn Qata In HVHZ OuMItla HVHZ Ras Pla�auro vista pwou Evaluation Report from Hopis F mcu Mntli I&mh" sir Noma PraarJ 0,,Ii , (a In H)W OWrUd, HVHZ )Resultant Thatch aamp; knpan 1 20 Gape Galvanized Steel Storm ParieIUHVHZ zed Steel Storm Panels relauriod 12/3112022 Yea Yes Yes NIA a Florida Registered 1 peck -Ai" DA-I a TRI-Buell D.ch-Pill DA 4 Lw Profit, Pdypopykne Reek. Rod Vent 12/10/1025 No Y. No •97 51-973 +7 Saxon SOO - State Shales dam Y D: Sell iheks Fiat PreaN - 8laktm. CA 12r31 f2020 No Yee N/A WA cks to or not lot tracks or n01 by trades to provide hurricane protection "alloolossa Architect or a Licensed MsohmnetlYAttached to P4sh1001 Deck 1s 79 Saxony SW -Sett., Shake damp Sort $ask. soapily 700 - Shake, SIMa damp: Split Shako Fats Risk. Rialto CA /2/3112020 No Flat Prdik - &oekton, CA i V312020 No Yea Yea N/A N/A NIA NJA 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Carugated Galvanized Steel Storm Panels retained 12131/2022 No Yea Yes N/A Florida Professional 20 Sam2's-shike.slrtadeon$OilSheha FatRdikIslas.. CA 12/31/2020 NO Ys. or not by tracks to provide hurricane protection W Engineer 27 Tore, Erpan.j al -I.. - Hn Prdle - Katy. TX 12/712070 No vs. NIA WA fit/A MIA 25 Via Low Rona - Katy TX 124110020 No Yea N/A NJA FI1J62b9.R31 Productsguitilt as k Product Modal, Name Ag Conirtari;t �Ioirudosn In HVX2wdforu« 5jt� Desnl I ��Y9 Pressure z NLard7ar or Product n �o - r 1 Polyglass Roof Underlayments Roofing underlayments 10/21/2022 No Yes N/A +WAF622.5 1 Pdyglass Roof Underlayments (HVHZ) Polyglass roof underayments for use in FBC 12113r= Yes No WA WA HVHZ jurisdictions. 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass roof underlayments, for use In 121230023 No Yes WA •NIA/-822.5 F8C non-HVHZ Judadidm lo. � O 1 Polyglass Roof Underlayments (HVHZ) Pdygylass roof underlayments for use In FBC12/23/2023 Yes No WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 d 1 IMM22 Florida Department of Business & Professlonal Regulation Building Codes and Standards Pas, t all n2o7, Florida Department of Business & Professional Regulation Building Codes Standards part on L ItvHijurledldlons. Yes NIA +WAI-622.5 and 1m o2, CL 2 Polyglass Roof Underlayments (nor i+VHZ) Pdyglass roof urderlaym eats, for use in 12/23R023 No FBC non-HVHZ judedictiora. Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail /`1 Cos. 1 Polyglass Roof Underlayments (HVHZ) P*glass roof underlayments for ties In F8CIV23l2023 Yes No HVHZ FinsdlGltxls N/A WA O ,1 -r ra. .. e. .., r^. r _.. •r i ... , .w 'r..-. -. .. I. .... x,.o. - . n. ... , , .• ,.. , •, `�� ,, .... r. .. . .. ., .. .an ,. ,i. n a... ... 1. ,., x.,... - _ a .r �,�, yp 4r,- '' i�. .qy, t. ��5��j ✓fir .. •,•,fill ., -, , .., c., en .. - -,,.. ..f"Vy+.,. I� �.y�' s.�.tt�ie'°t,,g .n1,, a, �p „ate r. �. . ... •. 1 r , ,:.. , i.. n-.. +.: , .. r- aRr 1, ! ry ..r a .T� .., ..: V.?1 y. ..�1..:.u.n Jl.t1� -..r.�.-i'i..b ... :(0°V'P^�' .,. eDJa�wn,na.�sl • Y•.. ei e_`+TTiL:tlr. .fief+ V. n,Je. k 4t'. "f ,i^. ,.... - "��- --�'�'�L�4�-�++u°�-IJfr'e�•� ,.. ,n .: � i ., 1,,p-� :....,�n+". I.'... _ 1 r, . , ; d Vry i i,��t w....ihr�>�'� ��v. v ... �i.J�",,mraf�I�ftrit�* iMu�d�N.. .,, `11�. 'n°"°y�..6G'r-`n19n'�t6�,.r��i' Z Polyglass Roof Underlayments, (non-tfYHIZ) Poty9lass roof underlaymeTds, for use n 1112372023 No Yes NIA rWAF622.5 926 Entity BL 251 Will Date Pending, j0 Cast r�Ler Bate Dalehndim Do fls4t �gL 211A gee gePyt�g gee FBC non-HVHZ jinimictiora. Version Manufacturor Contact Enameer& Lloense Validated av V IfsV 119 datae Submitted FBC Approval Approved status jypE yonsi grg .(fie EQ= L'shl r&Irn.nur Vaetldnrd Do V rAm d submitted �,Aomro,d �Q jQyyk Iyy1 y� �y Junsr gad! Enolnew&Uc•nse VdadW a✓ y FBC A(pQg=a Proposed elatut � 'alles"e 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof undersymerds for use In FBCi2/2372623 Yes No NJA N/A Revision 2020 All American Shutters and G loss Mice Barbieri Frank Ben nardo. PE Troy BaLhop. PE. 10/28/2020 10115J2020 1110572020 IV1512020 Approved Revis. 2020 Apl. Stuart Lavri. ICC Eveluallm Service, LLC WINamM Rvllml. PE 10/31/2020 10221202D i9052020 f+)()52020 Aple-d Rovum 2020 Corninni Conade Product..lnc Robert 0111a $.meet A Greenberg John Hey IWG/2020 12/16,202a 12292020 done FBC Appn U 2 Polyglass Roof Underlayments HVHZ jurisdichorl/ Pdyglass f00f Underlaymems, for use n 12232023 No yes NIA rWA/-022a Category: Shutters C Subcategory: Storm Panels ) (954) 947.0880 mile Qalla 82 PE.0046549 mikeb�elamerioenshume Category: Structure Components 9ubCd•sary: Truss f4etn 0211 710-3377 (4071 641-1917 alewlsealpinertw.cwn Catepay: structural CalponcMs iM 3)659.0707 PE-3d2/5 (352) 008�5311 (non-HVHZ) FBC non-HVHZ ju6sdimime Compliance Method: Evaluation Report home Florida Registered Architect Of a L.Iwnead Florida r. com Compllaner Method: Eveludim Report from a Prauum EvIu.hm Entity sWGd•pdry: RWug9 Introduced as a Result of Nov T.Wri6og'y Compllance Merhod: Evaluation Report from a prewagdor@yehoo.com ew v Prdeesiofwl Engineer FLal eeam7 prod Products Florida Rlilstsnd Archlfecl or • U-sed Fiodda Prdo.i lal Engineer O PUM7a19-Ra pronuats OrarNVAonni Ap l-iod for Uce Aeprovod fa U•• trroso nevi, �qa Pradud Motlel. NYMDW or Nema Quality Assunnce Approved for llw Apposed Por Use lmwcl Gordon Proeuct Description Cg,ntraQ Exg,lratlon Oe� In HVHZ Outside HVHZ Ietant ProsSury 2}91 1 Proaup MetlN. Nurgaer p firmaProduct ImN BCGfAlpine Hl¢ler Strvnpth ili dernp:S) Description Cersrad EaeMl a gat lm IM4Z Metal Cannata Plate /7/312024 Yea Otai VW Y. RooddaM NIA Pressure N/A PLA7744ta ProdnNts Oualw Ati;rarre• Amrwnd for Use Apaundellpf Iss gala person 1 24ga GaWnoed Steel Storm Panels 24go Galvanized Steel Storm Panels 12/312022 yea Yes Yes, NIA 2 ITW BCG/Apl. Hines Plate Metal Cornea. Plat* f 2flil)=4 Yes Yes NIA NIA rtaai PrlitlUd ModsL Number or Norte Product Description ConrAd Elmtrdlon nee It, HVHZ pulled, HVHZ Roadaratt Pridisi 3 4 ITW BCG/Alphie TNIar ITW BCG/Alplhe Wave Metal Connector Plate 12/312024 Yea lyasl Connector PNie 1 a/3+2024 Yee Yes Yes N/A NIA N/A N/A I CJuatty Reca5i or Commercial Concrete Products Precast and Prestressed Convore Lintel, 05/252024 No Yea N/A NIA ICU ao U fins Florida Department of Business & Professional Regulation Pass 1 oft Florida Department of Business & Professional Regulation papa 1 d 1 Flondo Deparfinard of Business & Professional Regulation Pagel d2 ■- Building Codes end Standards 1ON2021 Building Codes and Standards 0114t02/ Building Codes and Standards 928/2021 � F- Product Approval Application Detail Product Approval Appllcadon Detail Product Approval Application Detail 0 ICU - BWN .. r Pemmm u - ... w � 20h IEgE Version Manufaipgt EatIILM 2d, C-d d Enalne r & U,:erst Vdidaled all YAW i 4 ode i 1jagii Dar Pond- 2& li FBC Ama,W PaaipZad Ali" Qft TIMywwpj, Manufacturer Oror L9N45t dtm1," & Unme Validated as all ➢" RA 21M Yd11Mug sugmtlfed FBC Approve Approve Mau Sc4Qt mm Vahan Manulactaa EngECSr W9 212 CooledEndne"& L lea or VABdded By Validated submitted OMe Raider FBC A-,.l ga A,-vvr) j)igtgt Revlobn 2020 M1Tek Inc. edpay; saue+ael GorrppnaMa Erin Walloon ICC Evaluation SoM4e, LLC ICC Evoluatiat Service, Dan 10021 LLC OBMVA21 o"2f7021 Approved Rommon 2020 W,yeme.user Category: Structure) CmpmyM. Rob Baldwin ICC Evelu di on Serdce. LLC ten Lehrer, p.E. (253)924.8476 (606)839.3288 07A22021 10/13/2020 02/D4,W21 Appforod Affirmation 2020 A)piw Aluminum. Inc. Category: Panel Weil, Jose she We R. Lome, Me- In Urlch, PE 11/1a12020 11119/2020 t407)509-2005 PE-B2414 (717)317.8454 11202070 typr-d `l BnbCelrgory: Truss Mste. (%7)898-8635 eWetden�Ml.eom 12051596.9800 BibCategunp Englnrored Lumber Compliance MetluW: Evaluation Report from a Rdler.Botdl 4n®Weyer. .-or can Bul" ,gory: stints Evduedon Repot elphaalat,numnp�yaho Z Compliance MemOd: Evdualim ROPO4 from a Protlud Evaluation Entity Product Evaluation Entity Ctmplanee Method: Tom e Florid. Reyld.red Arehltert or o Lie-d Florida o cem PLASSZT4tll Products Profesdmel Engineer fum27.Rapred-d. Q CutellyAosuarse,i Amend for Use Approved fa Una Impact pet sum Oieltv, As- Aaaire d fa Use Plodeets J AMA ROduOt Model. Nlanba a Nanr Product Description Contract lmlrMlon sae it)yVyj Outdid, HVHZ )tom Pressure ilea Product Mould. Nuinbat or umProeud castration C Hand Exd atlM Odr In HVNz OWeltlt HVHZ Resistantjhes_un Quality Assurance Aoeowtl tot Use Alighting! for List WNW i1.s rani 1 M1aAHS 1a whigh strength )run Connector dote 12t31/2022 Yee Yee NIA N/A 1 McrpAan, LVL Laminated Vona" Lumber 031312023 No Ye, NJA NIA �p Preass Model. Number or Nana Product Oceastrorn In NVXL Outside HVHZ Roor,unt fir-oura 2 149a. suprahigh cmnedo plate 12J3112022 Yes Yes NIA NIA 2 Persian, PSL Parallel Slrend lumber 03/3l2023 No Yes N/A NIA I Alpha Aluminum9dltl dettp. Versed Aluminum BdBd Alpha AWmtaum80IW&amp, Vihlet Aluminum o7/302023 No Yes No WA 3 kit 16 MI 16 ornctol 000, 12610022 taco tim.h::h Y. N/A NJA 3 limb"9rend LSL + TJ Pom Board Lenmdetl Strentl tumbm 031312023 BDUCIU181 Composite LIz1111era01knittl SlBlld q]I]1r1025 No Yea N/A WA No Yes N!A WA CMU amp; Wood Sd1iV CMU donor', Wood trenMapete vs. 1 MT18H5 18 ➢e hips strength boas conneda Pale 1if311M2a Yes Ves HlA NJA board Rim Boars 5 M7201'IS 20 gA high ahmgm rraaA connector Pate 12J312022 Yea Yet N/A NIA a Way ".sue"Rim Boertl Onentetl Sorntl Board film Board 03/312025 No Yea NIA WA SHEET NO. 6 TL16. MTIS saga fusscmnecler Pates 12/31=22 12131/2022 Yet Vas vs. Yee N/A N/A NIA WA TL2D. MT20 20 ga. IN99 con factor plalso August 10, 2022 PA 1 1 ■ Florida Deparienant of Business A Professional Ragulabon Building Codes ON Standards Product Approval AppilwUM Data"> l if en Ypo22 RDddeDf Business A PrTfsinabaAguabon Building Codes and Standards Produet Approval Applicaftim DOM ma eon Florida DqmrbnaM of Buldnews & Professional Regulation Building Codes and Standards lem" Approval 0pplim" llistall Poe lal 6116=2 Florida DqmrtFnwt of Bulginess & Pralleaslonall Regulation PwIeri BuNdIng Codes and Slandards rlr2ox2 Pill" Approval AW"bw DOM cz CL 0 co Tt -6-j 0 c 0 co 0 = a.4— C13 CID 0 > E 0 L- CL cn 0 - CU Co U) < faLt E, Me er 20L a& 2dL&Eba am TO1111 LI"Wbck" KRA*wr&,L-jn MIAllill VA4110 H!CAAP!P.* ADW&Md 9940 AfIrmertion 20M Peft OW"FIW Joe Hayden go" JWWLRljkW.P.F.G 07114=30 071140020 0712Df= APPMAd OallogerplAllmdoft Robinson USMADCLIW AqwcvW CRUCKlimpree" I.bGdio$WV arel. Hume P41) 8214MM (581)4114MO27 CW*PNO.w Illothimill Wravow Mork or us" ge-M EAUM&NlLbuwik &,,d Pe A,r sammad P, Uft AsUse imm bfto AMR emimulwwdwmbw-wmm In NWX 6,11el" MWIM bill" ftegggmr 1 se'lalw2owsnheornlarlee 0,010Hung VAO elmols HMO Wkidoe, (4r x rr) 09(17r2m No yo No salm 2 asus low High Per— angm, Hume Wry)High ftrionlnetIce Mrale Hung TWIn OM102027 No YeeNo -scram2 comooft MZ - ml MI 3 Mrr#1 Orgle Hung Triple CorripeeW (1011111'. 7r) =15MM7 NO yes No 14OL40 "I" IM :mel: Hume YW :Irs'.6 Hung Trot 0,nimm" ('or R 51-r) 4 "In "I" a N no 0111030M No yes No .35046 5 sww,0=.M..u'I MMA Ime Mwglkm"Ckmvmms(wrxagjn 01302M NO va No :3&-35 0 gem" I= 0 1* Hu M" smote Hog IWM 00"14:04111 Ur X Mal DMIGMUT No Yee No 311eM I airs. ..no Vol 80%6 1=0 " 11 DOMOR027 No 4, + a awles 1070 0,110 Hung Ofthe Hung WWWOW (4r: 7T) Gly Trim? No TO No +3aw I forles 1 81 I*Hul 11104 l#VIeHors WIrdm(4r 89-IM) MlSMT No Yes MA +3" 10 agree im O'e* Ha~:WOv Hume Window III% Mlw) IMIRGIMM? No va No 11 Gem" ,M. ar".1,11, .',I am I WIV N ulowin-I.-Or an WK71=7 No Y. hill, 3" 12 soon 10M 81,41,14"A Wyehle'. mum Wndce,(W . 721) 0150=7 NO ya No -3" 13 as," IQ= Blow Hull " SOV41 H.: 1Wn Cornocalle 17rx MIX) NM3"7 No yes No .3" 14 soma avo 011ie mull " :rolle Hung lien oyroos"(se r. as 61 w2law NO ya No +a" ie '=W .., M1141 Me HUM INIMMODRIP0611101(90.1111'. 72') ON170= No y" He 3" 861" 861" aMO 'a Is I 81,61.14wro j'lVW Hun: Tall, CompollIlle (72'x 77) 08MR2027 No vas No +40140 A, 41W MIAMI,, OAK 'td6 .140,may 996 WHOM 20 2w adLftean Rom MINS VA-111"- N#Mdw" RW-w& Mg wwwow FROADell Aasfo�ed fthq Aft-M. 200 Polo C*M~ Joe Hoyden send wliftwi and Door T.E. Lunn. PE, LLC 07MV20M CM1412ozo OUMM APP-wd owe"VP "Moem; Rollown MavilloMWA"Wollon W)6264436 Inbcoloww. alre. Mmg 04110140M ZLIINLtnizoom ANWAnabLam Meow M" awl In HWHZ 0L.Mid, .. Win Alrbletem! P 1 Peft 10 swim Orlse Hume VMmww 3w x or Mmyl Norwinio" smille "" Window M/22t= No 'A. hillo .4" Pala 10 DubsOngle Hung Wmdo. 34- w OW Mmyl Non4mixect blmglo Hung Wing" Q7mWWM2 No Yee No +481-0 s Feb III) bellow 8mg1v Hung vendor3r -W " K-0 VVMW- 07009=2 No Yee No .611 4 Pelle 10 ark" 81MOO Hung wrovir 4r x 7r MVI NohVW Whili " Wiftlow cycerim No yu Me 5111160) a Peft 10 series &moo Hire W mdowr W w or Mny! Non•lmloect shrole " Window 00209022 NO Yee No +501`1111 0 PON 10 awl":mow Wm@Wmdo. 34rx7TMmyINWFh"dOQI*WAQWWW" 07009t= No Vol No 1601641) 7 Pouloarin mgwmumowmdcw No Yee All, �Oew F"Ddmw gmgkAK� ALIMLILIMAK agamuLLT.Um omm allow raj ANdeaDeftriation 261MLIUkewlift lei Qftbl, MOE auwm ftoum Feb 10 &Win MR910 Hume Wmdom, Sr x W Mmyl 14-ftqwol single HL" WWWm 002=3 No Yee No +4le.0 2 Palle 10 swim Woo Hung MAndow 44'x W Mmyl NoMmosot single Hume WV0 dm 919=3 No Yes No +4M-M a Pub 10 so%@ onglo Hung Wmd*. W x or VV N�Ifflgwd Grob Hung VAmd" 06091=3 NO Yee NO -Gvm 4 PON 10 acres fill& Hung Wmcicw MMM3 NO Yes, No .6" Pow 11) $pIlHi $role Hung Wmoow 62-11011 ev Vinyl Nor -IMP" 81"els Hume Window 1131170M3 No Y. Me +aalw . . . . . . . . . . . . . N' Gob Dab ftedee go Alm go TAP UP nowbotwo !A pl� VAIWO gww4 FRICAggrouel AaAmimmed $too Affirmadon 20M Polo Corporecon ive Fellow Owl WmIlower,413wr JWn L MwXrw. RE OTM4120M MUM= CrY2W2020 Approved 008"ril, wmwm RD~ ManuilloWwrANOWFILlon COUCK Wilgire"M 4wWG Me-, Feed X41)WAGN (01)411-"27 Owspliemee NOW: C*rN*Ion Men, Of U$tlmg P#NFPodvteAPArovalSlpe Iwoo,, MoRkA=ma= AgamsihLMa AwnwailhUm lmod am"@ Ala In INVINI gubmLma Babom ftm= 1 awe IQ= "6W0MW"(aTX7f`) OF11612022 No y" No -251,23 2 swim lam Vh.A feedMF4&w (11 Dr. 64") u7narim No Yee MD .2" a awlee 1010 MrfAFbwdWhdw(OQ-xG0*) 0711&2022 No Yee MID .5014D WN 0,116M.HM &glow O.He 10130 Rd "-ft. (W x M 07MI111=4 No Vol; No .251-211; soma IWA YW1Md"mdoW(l0rxq41) Ur,1&= No y" fft + 2MM 3 80,140 101M V4,0 Find wwdow 11617 x 4" 07n&=4 Yes No aw4o WT 20 no ROL&BAN 20 %in *non All"W1211109ur 99141 MOMMOAK WfM%d #A!t!mm -PSC-AMM-0 An two AfIrrmelam, 2= Mn comomwm Joe Hwjoen NMI welmonedwo, T G, L".. PF, LLC 01140= 01114=20 OFaMMIC gelvaill Woo" Robinson PF-0135 (WI)W54455 OW4vellerr- FhW (641)VI400 Ow"Illimee, Kvkv* Pielljollom Repot moms Folio. Fleawlered Anal Mot or. U--d FkVW. Jim.— "nm FLOUM&UPI.&WO QMMAN Apalgifiguill"K Annimmid mor M" Plodk* a 4 "IAMAff-0-1-My" *A CrWq-Xjlrjfiew� In WWHZ QMkift-TWIR M"blaw Prove 1 W230=1 y" va No NIA IT al 10211, Oncle Hume IRMO Win gimg*K" ImIgners (IOV.721 1000612,121 No Yee Me 1311040 t FMIM*02pmtwwm ia!ftwhoLONvagm gmWkA�laaaaa AUCMML&Lilm 1. hownmLbKgu 141111,11111 QUOMLMM kill= allow BMWIM ftboo 140 serge WThem4ftrw EroorroM CrAvamll High Peftinnarmle single RM WIV HlIf Perlonrence almobe Hume W x 77) 1XIMMM No ym No .000.00 2 IM serve wThwm=Mrw Encormlowns orAwd HUI 1mr1Yl Ho Parlonnarm single Hung TWm 02iow NO Yes No .4" Perlernmemme Onat " Corrimoshe V7 x W1 021) 3 150 5&e4w orThermolor or EnceI or Awong Oreri %4w single Hume IMPS c'"o"(loorw7r) 0&1&2027 No yes M) -4040 4 rMtg 4 130 agree w1h*r—ftror brio-fass AM" FJW#. Mrrjl arse Hume Tr1PI* com"ma (tor x ffw) 081allow No Yee No '31LI39 KM Rofts Department of Business & Professional ftgl Building Codes and Standards Pros ioll RAOM2 Florida Depsiftlent of Business A Pro%salonsl Regulation Building Codes and standards wee 1*11 Rodda Department of Business A Professional Pwgulaflon Building Codes and SWxW* sips IVf2 OMW= z Product Approval AppillmlIllori DOW A otApproval Applicaft DOW Pro" Approl"I ApOlostlan DOW ",'ff �qq -k.% new WNbq Ea derma EWww go E-011-ARTA ueseseytlA4td4 MMW"d aft RMRZUAN FECAmoroLvi PAR Agiova y4W im gm Mugagg noodmunt soft. gago EamwerA U— vdmwadk go -90 yANrove a gives POOR FBCAsKayd RON! Agelowed low 111111 Gob A-M!" Emftw Eed"K4, WoreW-41014-illy 2on no pmtkpAodm 1111,116"d #Akmftg 9S AMIRAWIld ROM AAr9vqld tiom ARMNI 20M Pau owponalom aw"Wr wmoo,- in welpoem send WIFWWWIdDOW Jarres L Rudtw, P.F 0 07M4(2020 Rob!"llom WerUteexuwrAesoteelmn cau0c groveling 07)142020 CYPA12M Approved At*,W%n 21120 Me CoMondom coliefe'v wrooem, Joe Hqd- WWI YlAwlenW.fthewfor.F.E. T.E. Will, F%, LLC R*WW PE-44135 1"1)92"455 07M4/2020 0711*2020 0720=0 Approupli Almrr~ 2M Polis Corpqrxftm Coweery: 164wrb, Dom Joe HVIOV agnmg wrodoerewDoor James L Bw*w, P& A0011,11011 MortAMParAgewlWon CRUCKEMolmovirl 071140= 07fl4rI020 OF1200M Approved UbColegerr. Hortiontel Older carmonommi, WIMM.Mon MWO or UstIng (641)MI-Mee (681)4914MW Agecowumvill; HWUWMWDldw P41) 821400 P.Mprodwileop-idlegoe lwwmn 8 wbColeafflic Old no EWWW Door Anowblial Coreplemee, Esibo#: CarOMIon Merit w UsMa M41)Ml4M Ile.om solikhasum hunnaLkLum AMOOLBLUM ilk" Bodw 2=0xam amEMMLDLUM AUUMBLDLMU in" gem= Ala EudoLogigiwmhKALNMM ftldmd2uLdoom C.FAMM 2.9kelik, &ft in H ambALMU -%dim _pmum QWNYAN AN For 111411 AOMmmm or U !M� NOW Awl NOW &NLNLQNidoft im, NYIIZ CUUMSHVIRK Anigiew ftwagm, 1 2 Selma 1020 &Wkq WMdre serve 1 WA a0drs*Armtlor VYll alters Yfirmlow Px W)Q, 73-irr x Wj 03027=4 032320" No No Yee Yoe No -31*,M No .36106 jailervel" 1 EmileL Number #rMM area 10 memo W'Md*N ftmdmdaqwmwm Galm.ee erexl.n DeY G*ft* 10 VdVA FW4* W0,Q Wlmofts 015f2eml InHvlu NO QUIM IN Yee meow fteaswel No NIA I 2 8enea 1OROI26 aldlrs ObN DOor 11M02M1 VIV OWS10 Per el FAW -V Door (SiftiNk 8445MV- 09011rim No No yes Yee No -25125 Me +361= sell. IQ= " V*Kkm (KOX Ior x an M2702,23 No Yee No -allilm Mal-ftr) Seres 10120 WQ Window :111ding M" 1*9 MorrowMx: iw X 841 W270M No ya No +3" 3 sell" lWAQ=nqQMw Door serve TOMS W4 no 3*9& Tool, %W 2-FWW *Q)r 11110mg glen DOW (77.42) l=&2C21 VIM O"le Famol FbW Xr Door iW4ellle, 47-1C. MIM2122 NO No Yee yo Me +3" Nb 12" ampill rw Aoor#,W TV We Almuormod For We Yew OedeP I r NVHZ CkA" Sem" 180 or Emoornme, *rA"Rfj OWN olm Dw VIIV 24emel 'Wr Sildly Gives Dow MG -Ur x III No Y. M. 'a" W112.) 2 awl" 180 0 Eneorrimume a kmond SkAng CPAs Door VIrM UrAW Panel F WmI Door (BkW lK S&I 9'x 021IS2032 No yo No 4WAO $I-qn a swewl3D:FM M—Auenval" Glevelloo, YmqA 2-ftnel'OR'S" Glown Door(Y7 e el,) 00,1050=1 No Yee 4 owl" ISID Boa wAvemd BlmOl Qlese Oppr V4y5WqIePgrWFMd-0-D0W(BW4L471-Wx MUM= No TO Me +20125 Win nomolLml%dom amAkAMLEX0 Agard"d for UU Asofwild For imm SIMON Pmdd Model, KMw or N— P"dewtogettlailen dam iNYI4Z Quill" _RMAIM immagaven C-�2 2 a 4 Bolin 130 or P W ime, orAveml) WIdIng Gleel, Door serve 133 or ElloorpoworAvelltialwIng Glasnow swiniao:Flw area 193 Encorlienw;crAmendShfireth-Doo, Vw 24,ome1-0)r small ohm Door p16.12-x M24f2M1 W112') VWBWVIN PWWI Find -C-Door(Okiellk, 3&12-X 021iemn 41-1121 011 VkM8rG4.P—IFIMO-irD-(akinlIW47-102r. 02M82032 No NO No NO Yee Yee Yee Y" No 1201,23 MD +44,40 No .3" No -251-26 c1-j 03 11 C�j C-3 - -� C-) 1 �l U (M >, Z7 CIL) E CD CIO o > L— 0L O CDL < O L) ICU rn =:3 -0 < a- O L- ca LU < �, __j SHEET NO. August 10, 2022 PA 1.2 Mi M - I- I I I I I 1 -111 1 1111gir 11 1 1 1 11 111 Ill ]VIIIIIIIIIIIII " 11 1 1 - LLI III 1_� I I !M= Simpson Strong -Tie 2020 F13C Approved Products Updated 12f30/2020 For direct Inks toall SST approvalsisted below CLICK HERE. ----Z For adritonal information regarding Florida's Statewide Product Approval System red MIMI-Dade County Notice otAcceptance (Ii CLICK HER Product liddel. Number or Name Product Descrijortion 1 Titan Stainless Steel Concrete, & Masonry Screw i I N SS) 1/4" diameter Titan stainless steel masonry Screw FL#HWRG &I" Product Model, Number or Name Product Description I SD1Or1 12DBB outdoor Accents Connector Screw 2 SD9112, S09212. SD10112, SD10212 Strong-DriveSID Connector Screw 3 SD9112SS SL)9212SS Strong -Di SO Connector SS Screw 4 SDCF22434 SDCF22512 SDCF22i SDCF22700. SDCF22858, SDCF221014 Sirarrig-Drive SDCP Timi Screw SDCF221134, SE)CF221334, SDCF271958, SDCF272358 5 SDCR22434. SDCP22-1312, SDCP22614. SDCP22700, SDCP22858, SDCP?22912. Strong-Dows SDCP I imber-CP Screw SDCP221 100, SDCP221134, SDCP271400 6 SDHR27400 SDHR27614 SDHR31400, SOHR31614 Strong-Dirrve SDHR Combo -Head Screw 7 SDE25112 SDS25134, SDS25200, SDS25212, SDS253i SDS26312, SDS25412 Stroll 808 Heavy -Duty Connector Screw SDS255M SIDS25800, SDS25800 8 SDS25112ES, SDS25200SS, SDS25212SS. SDS253ODSS SDS2.5312SS Strong -Drive SOB Heovy-Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strorg-Drive SDWIF Ploor-to-Floor Screw FLUI0007-RO a Pro d uct Model, N u ni ber or Na in a Product Description I ATR318, ATR1/Z ATR5/8, ATR314 Threaded Rods 2 ATUD5 ATUDS-2, ATUD9, ATUD9-2, ATUDi ATUDI 4, ATUD14-2 Aluminum Take,LJp Device 3 EP318-2. 5Pl/2. BP112-3, OP5/6-2. SP518-3, 81 UP3/4 3, BPRTUD3-4 Bearing Plates 4 CNW3/8 CNW1t2 CNW518, CNW3/4, CNW5/8-112, CNW3/4-5/8 Coupier Nuts 5 CTUD55, CTLID65. CTLID65. CTUD75. CTUD 16, CTUQ77, CTUDST CTUD88, CTUD97, Coupling Take -Up Device CTUD98, CTUD99 6 N3,144. N5, i Heavy Hex Nuts 7 RTUD3, RTUO313, RTUD4, RTUD4B RTUD5 RTUDi RTUD7, RTUDf3 Ralcheling Take U I) Dev ce 8 TUD9, TUD10 I ake-Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tieclown System 11 URS4 lf2" Uplift Rod Run Tledown System 12 URS5 518" Uplift Rod Run Tiodown System 13 URS6 3/4" Uplift Rod Run Tedci System F1#104411-litill JjiqJ Product Model, Number or Name Product DeSCrIption I DTT2 Hold-down 2 HDC1014, HDC10122 Hold-down 3 HDO8, HHDQ1 1, HHDQ1 4 Hold-ci 4 HDU2. HDLJ4 HDUS HIDU8, HOU 11 14 Hold-cormn 5 HPA28, HPA35 $Irap-style ourlir anchor 6 1 _STHD8RJ Strap -style hold-dowri 7 MASA,MASAP Foundation anchor strap 8 MPAI32, MPA144 Str2p-style purlin anchor 9 PA18, I PA26. PA35 PA51, PA68 Sirap-stryle purlin anchor 10 PAI18. PA123 PA128 PA135 Strap -style purlin anchor 11 STHD10 SlHDIORJ Slap -style hold-down 12 Sli STHD14RJ Strap -style hold-down Simpson Strong -Tie 2020 F13C Approved Products Updated 1 213OV2020 Fordiroclink to all SST approvals Ned below, CLICK HERE For additonal5informaocri regarding Florida's Statewide Product Approval System and Man -Dade County Not" of Acceptance �i 21 LB series he tigers Top flange hangers available in wdth of 11-9116'and heights ranging from 5-3/81, to 15-118" 22 LIBAZ series hangers Top flange hangers available in width of 1-9116" and heights ranging from 9-31ili to 13-1/8" 23 LEG3. LEG5, LEG7 series hangers Top fliangre hangers available in wdths ranging from 3-1/4" to 0 718" and heights ranging from 9" to 33 1/2" 24 MEGS, MEG7 Series hangers Toptiangs hangers available in wdithS ranging from 5-114" to i 7/8" and heights ranging from 9" to 32-1r2' 25 MIT series hangers Top flange hangers available in widths ranging from 1-915 1/8" and heights ranging from 9-114" to 24" 26 PF, PFB, PFDB, PFDSB sales hangers Top flange hangers available in width of 1-9/le" and heights ranging from 3ai to 7-1ir& 27 RR Ridge rafter connector 28 WP sores hangers Top flange hangers available in widthe ranging from 1 -9/16" to 7. 118" and heights ranging 9-114" to 32". FL#1O8i edMI Product Mi Number or Name 1 ABA44 ABA44R, AGA46, ARA46R ABA80 ABA66R 2 ABU44, ASU44R. ABLJ46 A13i ABU5.5, ABi ABU65, ABU66 ABLI ARU88. ABU88R, ABU1010 ABUIOIOR ABU1212. ABU1212R 3 ABW44Z ABW44i ASW46Z, ABW40RZ, ABW66Z, ABWi ABW-1-7 4 AC4. AC41R, ACE4, AC8, ACOR, ACE6 5 BC4, BC46, BC4R BC6, BC6R. BC8. UCS2-214, BCS2�316 6 CB44. C1346, CB48, CB66, C868 7 CB5044-SDS2, C135046-SIDS2. CIB5Qi CBS086-SE)52, CBSQ88-SOS2 8 CC I FCCU Saries 9 CCQ-SDS2�5, ECCQ-SDS2 5 Series 10 CPT44Z, CPT66Z, CIPTW 11 EPB44A, I I EPB66 12 1 13 LCB44. LCB66 14 UPC4Z.LPCi 15 MPS447, MPBi MPB887 16 PB4A PIB44R, PB46 PB66. PB66R 17 PBS44A, PBS46 PBS66 is PBVO. PBV10 19 PC44.16 PG46-18, PC48-16 PC64 16, PC66-16 F-PC44-16 EPC41 EPC48 16, EPCi EPCOS-10 20 PC4Z PC41 PCi PCi PC8Z, PG8RZ I EPC4R7, FPC5Z, EPCBRZ i EPCBRZ 21 PPB"-4Z PPB44-6Z 22 RPRZ FL#10%6-RO &Lg Product Model, Number or Name 1 FJA, FSA 2 FRFP 3 GH46-6. GH46-8, GH4M1 GH4", GH410i GI14110-8� GH645-6.01-1166 GH68-6, GH68- i GH610-6, GH610-8 4 1 GLI355. GL&5C GLD51). GLB7A, GLE175, GLB7C, GLBID 5 GLST512, GIBI-Ti GLBT516, GBI T616, GILSTS20 GBI.Ti 6 HGLBA, HGLBB, HGLBC, HGLBD 7 1 HGT-3, HGT-4 8 UFP10-SDI;3 9 URFP Product Descript an Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Belied column caps wil W1 ranging from S-114' to gi and W2 ranging from 3-518" to 7-1f2" Screwed column caps with W1 ranging from 3-1/4" to 9-1/7'and W2 ranging frorn 3-5ti to 7-1 t2" Concealed Post Tio Base Embedded Post Base Embedded Post Bass Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Bass Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulani Bei Plate Glulai Bearing Plate Heavy Glularn Beating Plate Heavy Girder Tiedown Universe I Foundation Plate Unr.ersel Retrofit Foundatron Plate EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12r�gnr)20 C= For career Ink% to all SST approvals ISIOd below CLICK HER For additional Information regarding Florida'S Statewide Product Approval System end Marri-Dade County Notice of Acceptance (NOA)..q�H FL#tQ446-R6 §.2gl Product Model, Number or Name Product Description l A21, A23. A33 A34. A36, A44 Angler, 2 APA21 APA4, APA6, AFIVA21, APVA4. ARVA6 Outdoor Accents Angles 3 APB44. APB44R. APVB5i APSi APSM APB88R, APB1 010, AP91 01 OR, APVB44, Outdoor Accents Post Bases APVB44R, APVB56 APVB66R. APVBi APV13i APVB1010, APVB1D1 OR 4 APDJT2-4, APDJT2R-4, APDJIT2-6, APDJT2R-6, APVDJT2-4. APVDJT2R-4, APVDJT2-6, Outdoor Accents Dock Joist Ties APVDJT2R-6 5 APHH48, API iH4i APHH610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, API-6, APT4. APT6, APVL4, APVL6. Alci APVTO Outdoor Accents L and T Beani-to-Colurm Tier 7 APLH24, APLH24R, APLH26, APLH2eR, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CEIT2Z CB14Z Concealed Beam Tes 10 CJ1 3Z. C.Fl CJT5Z, CJ16Z Concealed Joist Tes 11 DJT14 Deck Joist Te 12 DS Dry Wall Slop 13 1 FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GAI GA2 Gusset Angles 18 1 H2.5T, H8, Hl()A�2, H10S, H14, HGA10 Hurricari 17 HCJTZ Heavy Concealed Joist Tie 18 HH4. HH6 Header Hangers 19 KBS1Z Knoe-Brace Stabilizer 20 LBO. L60, 1_70� L90 Angles 21 1 Post Cap 22 LS3O,LS5O,LS7O,LS90 Skowable An gers 23 LSCZ Adjustable Stair Stringer Connector 24 LS-SJ26LZ, LSSJ20RZ LSSJ28LZ LSSJ28RZ, LSSJ21i LSSJ21ORZ Field Adjustable Jack Hanger 25 LSSR1 81, LSSR2 1, LSSR2 37, LSSR2 56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4,LTP5 Tie Plates 27 ML237, li MI-267, ML287 ML21OZ Angles 28 MMH8 Root -fie -Down 29 MMHC Hinged Roof Connector 30 MMLi MMLi MMLU28, MMLU28-2. MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangars 31 1 RBCP Root boundary Clips 32 1 Roof Tie -Down 33 RTC22Z, RTC412, RTC27, RTC44 Rigid Tie Connectors 34 STC STCT. OTC HTC4 Truss Clips 35 TJC37,TJC57 Truss Jack Clips 38 72.Z4,Z44 Panel Stiffener Clips FL#10447-R5 Sag # Product Model, Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-Sr)--,3; DSC5R-SDi DSCSL-SDS3 3 Gec 4 HCP1 81, HCP2, HCP4 5 1 Hi HHRC42 2 HFIRC411 51, HHRC44, HIARC5 25M 75 Hi 3713 12, HHRC66 8 HRC1 81, HR= 7 LRU26, LRU28 LRU21 0, LRU212 8 LSU28, LSSU28 LSSU210 9 TBE4. TBF6 10 TC24 TC26. TC28 11 THA29, THA213, THA218, rHA218-2, THA222-2, THA413, THA418, THAC418, THA422, THAC422. THA426 T HA422-2, THA426-2 12 THAll 81122, THAl2,06122, THAl2 1122, THA1222, Ti THA13522: THA1422 13 THAL422, THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4_SDS3, THJM2-5-SDS3, THJIJ28, THJU28-W 10 TSOR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12MM20 For direct links To all SST approvals listed below, For additional information regarding Florida's aterewli Product Approval System and Morl-D6,10 County NO[Me of Acceptance (NOA) FL#10456-R5 §.2ij Product Model, Number or Name Product Desi I BT,BTB,BTH Brick Tars, 2 CNAST112, CMST14, CMSTC16 Coiled Shape 3 C514. CS16. CS18, CS20, GS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps & CTS21 8 Compression/Tension Strap 6 DSP, SSP, TSP Stud to Plate tie 7 H1. i H2.5A, H3. H6, H7Z. H16, H113S. H16-2, H16-25 HurricanoTies 8 11 Hi Heavy Girder Tiedlow� g, HS24 Hufricane Tie 10 HSS2-SDS1 5. HSS2-2-SDS3 HSS2-3-SDS3 HSS4-SDS3 Heavy Stud Shoo 11 HST2 HST3 HST5 HSTO Straight Straps 12 HTS16, HTS213. HTS24, HTS28, HTS30. HTS30C Heavy Twat Strap 13 HTSCIi HTS020KTZ Heavy Twist Strap 14 LIFTA Light Floor Tie Anchor 15 1 LSTA12 i-STA16, LSTA18, LSTA21 LSTA24, LSTA30, LSTA36 Straight Straps 16 LST149, LS7173 Straig lit Straps 17 LTM,LTB40 Bridging 18 LTS12, LTS16. LTS18. LTS20 Light Twist Strap 19 MGT livilechurriGirder Tiodown 20 MS727, MST37, Mi i MST72 Sleight Straps 21 1 MSTA12 MSTA15 i MSTA21, i Li MSTA36 MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, M-STC78 Straight Straps 23 MSTC48B3,MSTC6i Pre Sent Straps 24 MSTi MSTi MST148, MSTISO, MST172 Straight Straps 25 MTS12, MTS18, MTS18. MTS20, Ii MTS30, MTS30C Medium Twist Strap 26 NCA2x1 0-12. NCA2x1 2-12, NCA2x8-1G, NCA2x1i Nii Bridging 27 RCWS12, RCW814 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Step 29 RSP4 Stud to Plate Connector 30 SPI SP2, SP4, SPI SPU Stud Plato To 31 SPH4,SPH6,SPH8 Heavy Stud Plate 1 e 32 SS1.5. SS2.5, SS3. SS4.5 Stud Shoo 33 ST9,STl2,ST18 ST22,ST292,ST2122,ST2115 ST2215.STf5215,SI6224,ST6236 Straight Straps 34 TB20, tB27, TB30 TB36, TB42, TB48 TB54, TB56 TB60 Tension Bridging 35 TWBIQ TWB12, TWB14 Wall Bradrig ,% VGT, V(-,TR, VGTL Variable Pitch Gind8li"risdown 37 W81106. WB1Oi WB126, WS126C, WB143C Wall Bracing Product Description 1 COH2 37x5 5, CPH2 37x7 83. CM12.374,75 Adjustable Htp-End Connector 2 OU, DHU. DH LITF $ads$ hangers Onag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3 63-SDS. HGU5,25-SDS, HGU5.50-SDS, HGU5.62.SDS, HGU7.Oi HGU7,25- Heavy Hip to Ridge Connectors SDS, HrU9.00-SD,- 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU6 25-SDS, HHGU5 50-SDS, HHGU5,i HHGU7 O0_SDS HHGU7 25-SDS, Light Slopeable/Skewalort U Hanger HHGUQ,OO-$DS Truss Bearing Enhancer 6 HHUS26.2 HHUS28-2, HHUS210-2, HHUS46, HHUS48 HHUS41 0 H HUS5 50110 'Truss Clip HHUS/ 2511D Adjustable Truss Hanger 7 1 HSUL, HSURC, HSULC Sales hangars Adjustable Truss Hanger Sized for I -Joists Skowed Trurr Hanger Multiple Truss Hangers 8 HTU26. HTU21 HTU210, HT U26-2, HTU28-2, HTU210 2 Multiple Truss I langers g, HU, HUG series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCO 1 81/9�SDS, HUC01 8 1 /11 -SDS, HUCQ210-2-SDS, HLICO210 3-SDS HUC031 0- SOS, HUC041 0 SOS, 1UCQ412-SDS� I 2R/i HUCQ5 25il I SDS, H00061 i SDS, HUC0612 SOS Simpson Strong -Tie 2020 F13C Approved Products Updated 12/30/2020 For dirreat Inksto all 681rapprovaig Isted i CLICK ME -RE For additional infourrabon regarding Flonda'5 Statewide Product Approval System and Marri-Dedle County Notice of Acceptance (i LL&LILU9 FL#1146i §g" Product Model. Num bar or Name Product Description 1 HHUS210 3 HHUS210-4 Joist Hanger 2 HRS6, HRS8, HRS12 Slap, Ties 3 HUCQ21i HUCO210 3-SDS, HUC0310-SDS Joist Hanger 4 THG82, THG83. Ti THGBH3. THGBH4 Joist Hanger 5 THGQ2�SDS3, THGQ3-SOS4 5, THGQH2-SDS3 TIAGQH3-SDS4 5, THGQH4-SDS6 Joist I lari 6 THGWri THGW3-4, THGW4-3, Ti Joist Hanger FL#11473-i Jg2j Product Model, Number or Name Product Description l DETAL20 Double Embedded Truss Anchor 2 FG TR, FGTRHL, FGTRHR Girder Retrofft Anchor 3 1 Hli H16-2 H16-25 HurricaneTie 4 HETA12. HF.TA16, HETA20, I HETA40 Embedded Truss Anchor 5 HETAL12, Hi 10, HETAI-20 Embedded Truss Anchor 6 HGAMID, HM9 Masonry retrofit connectors 7 HHETA16 HHETA20 HHE-TA24,HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2 5, LGT4-SDS3 Girder Tiodown 9 LTA2 Lateral Truss Anchor 10 META12, META16 MF;TA18, MFTA20, META24 META40 Embedded Truss Anther 11 MSTAM24, MSTAM30, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16. MTSM20. HTSM16. HTSM20 Twst Strap for Masonry FL#1111496-R5 I ,di Product Model, Number or Name Product Description 1 OTTiz Deck Tension Tie 2 HD12. HD1D Bolted Holdowns 3 HD36 110,58, HD7B. HDI Bolted Holdowris 4 HTT4, � 1775, HTT5-314 Tension Ties 6 LT T1 9, LTT208, LTT131 Light Tension Iles FL*1362l Odtgl Product Model. Number or Name Product Descricition 1 S8518x24, SB718x24, SB1x30 SS Anchor Bolts 2 SSTB1 6. SSTi SST B24. SSTB28, SST834, SSTB36, SST81 i $ST820L, SSTB24L. SSTIB Anchor Bolts SSTB28L FL*13872-R4 Sea * Product Model, Nurn bar or Name Product Description 1 CMST12, CMST14, CMSTC16, CS14: CS16, CS18, C820, CS22 Coiled Straps 2 1 11 FHAS, FHA9, FHAl2, FHA18 FHA24 FHA30, Mi MST136, Straps 97 mil (12 9 a) MSTi MST16i i sfivi SIMST37, EJMS748 3 11 HTS24, HTS28, HTS310, HTS30C Heavy Twat Straps 4 LSTA30, LSTA38, LST149, LST173, MSTA9. Mi MSTA15, MSTA18 Ivi MSTA24 Straps 43 mii 18 g a) 5 LSTAi LSTA12, LSTA16, LSTA18, LSTA21, LSTA24. ST292. ST2122, ST21 15, ST2215 Steps 33 mil (20 go) 6 LSILI Si 25, MSURH3 25 Bridging Connector 7 LTF5 Lateral Tie Plate 8 LTS12, LTS16, LTS18, _TS20 Light Twist Straps 9 MSTA30, i STi STi ST9, ST12, ST18, ST22, MaTC28, I MSTC52 Straps 54 nih i G g a) 10 MSTC66, MSTC78, ST8236 Slaps 68 mil (14 g a) 11 111 MTS18, MTS18 MTS20. MTS,30, Mi MTS30C Med iu m Twist Straps 12 SM1,56, 0131.81, SIB2.06, SIB2.$7, SIB2.56, SIB2 58. SIB3 12, SA33.56, S/B3.62. S/B4.i Top Flange Joist Hangers SfB4.12, SfB4,28. SIB4.75. S�B5 50 1B SIBA2,12M. SIBA2.11211G S/BA212J12, SIBA212/14, S/BA4.18/8. SIBA4.18/10, Top Flange Joist Hangers SiBA41 8112. StBA4 18114 14 SfH1A Hurricane Tie 15 Sti SIVH08B, S/HD10S SIP010B, S(HD15S, SIHO15D Holdowns 16 SIHDU4, SfHDUB. S1HDUi VHDU1 1 Holdowns 17 SdJCT� S/HJCT Joist Hangers Product Description Concealed hangers Face -mount (OU, DHU) and top -flange (DI hangers available in widths ranging from 1 �911 i to 3-9111 and heights ranging from 9-118" to 23-15116" Face -mount hangers Face -mount hangers available in wdths ranging from 1-518" to 7. 3JS" and heights ranging from 5-5116" to 12-7/8". Face -mount hangers Face -mount hangers Skewed face-nnounit hangers available in widths ranging from 3- 113" to 51 /8" and heights ranging from 4-314" to 15-314" Concealed flange version i HSULC) available tot all double 2X and 4Xmoi only acute fiange is concealed Face mount hangars Face -mount hangers available in widths ranging from 1-917 112" and heights ranging from 2-718" to 19-114". Concealed flange version (H LIC) available for all models havingwift equal to or greater than 2�9/16" Face -mount hangers C= Simpson Strong -Tie 2020 FBC Approved Products Updated 125012020 For direct links to all SST approvals listed bolorie, CLICK HERE For additional informsoon regarding Florida's Statewide Product Approval System and Marn-Dace County Notice of Acceptance (NOA). Wi 15 SILBVI,56, SILBVI.81, SILBV2.06, SLEIV2.37, SfUBV2.Si SILBV2.68, S/LBV3.12, Top Flange Joist Hangers S/i 56, SILBV3 62 S/l_eV4 06 SA. BV4 12. Sli 28. SIL BV4.75 SILFIV5 50 S 19 SILTT20 SIDTT2Z. S/i HTT4 HTT5 HQIdcwns 20 SfMSTi SIMST72 .11raps 118 mil 0 0 1 21 SP4. SP6 Stud Flats Ties r, SSP, DSP TSP Stud Plato Ties 23 STC, OTC Truss Clip 24 TRD22 Truss Grace Diagonal 25 TJC37 Truss Jack Connector FL*1113904-R6 giMl Product Model. Number or Narne I CCOM3 62-SDSHDG, CCQM4.82-SOSHDG. CCQM5 50.SDSHDG, CCTCiM3,62-Sr)SG, CCTOM4 82-SDSG CCTQMS.50-SOSG, CCGQM3 82.SDSG CCCOM4 62-SDSG, CCCQM5 i 2 E-CCLOM3.62G-KT. ECCLOM4.i ECCLOMS 5OG-K-1. ECCLLOMD3 i ECCLLQMD4.62ri ECCLLCJML)6 51 ECCLRQMD3.62G-i ECCLROMD4.62G- KT, ECCLRQMD5 5nc;-KT 3 HGUIVIS 25 H(3IJM5 50, HGUM7 00, HGUM7 25, HGUIV19 00 4 LGUM26-2, LGUM26-3, LGLJM264. LGUM28-2. LGUM28-3, LGUM284. LGUM21O_2. L.GUM210-3, LGUM210.4, LGUM46 LGUM48 I GUM410 5 MBHA3,1219 25, MBHA3 12111 25. li 56P 21), MRHA3 56/9.25. MBHA3 56/11 25 MBHA3.50111 88, 1515414, 156116, 151 M131i 25. MBHA5�50r`19 25, MBHA5 50111 25. MBHA5�50/11 88 Nj 50/14, MBHA5 50118 150/18 6 MBHU3,5619.25, MBHi 1.25, MBHU3.56111 88. MBHU3.56114, li U3 56116. MBHU3 56/18, MBHU5,60/9 25, 150111 25, MBHU5.50/11 88 MBi 50114, MBHU5 50/15, MBHU5 50/18 FL#139i Sag X Product Model. Number or Name 1 SDW22300. SDi SDW22438, SDW22458, SOW22500, SDW22600, SOW22i SDW22i 2 SD=15450 SDWC158OO 3 SDWH1i SDWH1O4i SIDWHigi SIDWHIG8000B. SDWH1gi 4 SDWH2740OG SOWH27BOOG SOWH278DOG, SDWH271 DOOG, SOWH27120OG 5 SDWS16212. SDWS16300. SDWS16312, SDWS18400 5 SDWS19600, SDVVS19712, SDWS22400,SDWS22500 SDWS22512, SDWS22800 SDWS22800, SIDWS22900, SDWS221 ODO, SDWS221 100, SOWS221200, SDWS22150(i 7 SOWS223CODB SIDW6K24000B. SDWS225O0DB SIDWS22800013, SDWS2280ODB, SDVVS22100008 8 SDWS22312DBEI, SDWS225120813 9 SDWS27300SS, SDIPJS2740OSS, SDWS275OOSS. SDWS276OOSS SDWS2780i SDWS27100OSS, SIDWS27120OSS 10 SDVVVI3400 11 STN22 Product Description Masonry Per Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers MaronryTop Flange Beam Hangers Masonry Seem Hangers Pnoduct Description Stiong-Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong-DrNe SDWH TIMBER-HEXScrew Stung -Drive SOWH TIMBER HEX HOG Screw Strong-Drve SOWS F RAMIN 0 Screw Slrbnq�Drrve SOWS TIM13ER Screw (Interior Giade) Shrong�Drrve SOWS TIMBER Screw (Extenor Grade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Scrsw Outdoor Accents Hex -Head Washer FL#15363-R3 §tg_§ Product Model. N u fill bar or Name Prodti Deficrli 1 AS 16. AS 18S5, AS I i 18 ga Truss Plates 2 AS 20HS 20 ga. High Stength Truss Plate 3 AS-20 2.0 go Truss Plate 4 ASHIP Hinge Plate Connector FL$1115730-R4 §W Product Ill9dol. Num ber or Namet Product Desci on 1 ET HP Adhesive Anchor for concrete 2 GAC, GDP, GDPfi GIDPM-75, GDPM-100, GDPS, GW-50, GW-75 GW-1DO, GTH Gas -actuated fasteners and asserniolhas PDPA, POPA-K, PDPA-I PDPAT. PDPAT-K, PINW, Pi PINWP-W, PDPAWL Powder- actuated fasteners threaded studs, and assemblies PDPAWL MG, PSVL3, PSVL3 K, PCLDPA, PFCLDPA, PTRHA3, PTRHA4 4 SET.3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Urclated 12f3012020 For direct links to all SST approvals listed below CLICK HERE. For additional information regarding Florida's Stalowde Product Approval System and Mand-Dade County Notice of Acceptance (i Ci 1115111 I I HUS, HUSC series hangers Face-ni hangers available In widths ranging from 1-518"to 3- 9116"andheights ranging from 4-5ifi5"toll" Conceaedflange version (H JISC) available for models having width equal to or 9 reater than 3-9/16". 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718"to 3- 518" and heights ranging from 9-114" to 16" 13 LGU3 25-SDS, LGU3 83.SDS, LGU5 25-SDS Face -mount hangers 14 LU24, LU26. LU28, LU210 Face -mount hangers 15 LUC2eZ. LUC2102 Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116'to 4- 5/8" and heights ranging from 3` to I 0�1 5;16" 17 MOU3.83 SDS, MGU5,25-5L),5, IVIGU5.50-SICS, MGU5,62-505, MGUTOO-SD5 Face -mount hangers 18 MIU series hangars Face -mount hangers available in widths ranging from 11-9/1V'to 5- 1/8" and heights ranging from 6-1511il"llic, 19-112", 19 MUS26. MUS28 Face -mount hangars 2D SUR SUL SURC, SULG series hangem Skewed face�mount hangers available in wictris ranging from I i to 3-9/16'and heights ranging from 3-1116" to 13-3/4" Concealed flange version i SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-911&'to Wand heights ranging from 2-518" to 11 -114" FL#1 0967-1 §311 Product iodol. Number or Name Product Description 1 BA series hangers Top flange hangers available in wdths ranging from 1-9116" to 7 118" and heights ranging from 7-1/8" to 30". 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 1/8" and heights ranging from 9-1/4" to 24". 3 DGF series hangers Top fienge hangers available in widths ranging from 1 -112'to 3- 5/8" and heights ranging from 7-1/4" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 5fi and heights ranging from 9-1/4"to 24' 5 11 EGO series hangers Top flange, hangers available in widths ranging from 5-1/4" to 8- 718" and heights ranging from 11" to 32-1/2" 6 EGO series hangers Top flange hangers available nwdths ranging from 3-5/8" to 7- 114" and heights ranging from 11 -1fill" to 37' 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to i and heights ranging from 8-1i2" to 28" 8 GLTV series hangers Top flange hangers available in wdths ranging from 3-1/4" to 7- 118" and heights ranging from 11" to 32" 9 HB series hangers Top flange hangers available In wdths ranging from 1-917- 10" and heights ranging from 8" to 30" 10 HGLS series hangars Saddle hangars available in widths ranging from 5-1/4" to 8-718" and heights ranging from 10-112" to 21 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 718" and heights ranging from 7-1 t7'to 37* 12 HGLTV series hangers Top flange hangers available in wi ranging from 3-1/4" to 7- 118" arid heights ranging from 14" to 33" 13 HIT series hangers Top flange hangers available in widths ranging from .511 'bo 9/16" and heights ranging from 18" to 26" 14 HUSTF series hangers Top flange joist hangers available in vincill ranging from 3-1/8" to 3-9116'2nd heights ranging from SWii to 113-1/W 15 1 HUCTF series hangers Top flange hangers available in writhe ranging from 1 -9/16" to 5. 112" and heights ranging from 3�7116" to 15". Concealed flange versi (HUCTF) available for all models having width equal to or greater than 2-9/16" 18 HWP series hangers Top flanger hargers av2dable in widths ranging from 1-9116" to 1/8" and heights ranging from 3-316'to 28" 17 HWPH series hangers Top flange hangers available in widths ranging from 1 �9116'tci 7- IiZ and heights ranging from 5-3/8" to 37' 18 ITS series hangers Top flange hangers available in widths ranging from 1 -9/11 tol. 518" and heights ranging from 9.1 /Wilo 16' 19 JB series hangers Top flange hangers available in width of I 9/16'and heights ranging from 5.3i'S" to 7.114" 20 JBA series hangers Top flange hangers available in width of 1 9116'and heights ranging from 9.3116'b 13-118" Simpson Strong -Tie 2020 FBC Approved Products Updated 12r&2020 C= For direct links to all SST approvals listed below, !�LICIK HERE. For acildtional informatlon regarding Florida's Statewide Product Approval System and Marn-Dade County Notice of Acceptance (i LLL�-� 5 SET-XP Acres" Anchor for concrete 8 Strong-Rolt 2 1 STB2.4SS, ',TB2-6SS) Strorg-Baft 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 Stainless Steel 7 Titan HD (7Hr.)-H, THD-HMG, 7HD-H4SS. THD-i THD.CS, THD-CS6SS) Titan HD Hoavy Outy ScrewAnchorfor concrete and masonry available with hex head in carbon steel and Typer 104 and 316 stainless steel, or with countersunk head In carbon steel and Type 316 stainless steel 8 Titen HD Rod Coupler THD371 THD509i Titan HD Threaded Rod Coupler for concrett, 9 Titan HD Threaded Rod Harger (THL)B25158RH, THDE37158RH, THD37212RH Then HD Threaded Rod Hanger for concrete THO50234RH, THO10212i 10 Wedge All WA) Wedge -All Anchor for masonry FL*16230-RO §W Product Mgdel. Number or Name I Al -XP 2 ET -HP 3 SFT-XP 4 Strong -Bolt 2 (ST22) 5 fiten 2 (TTN2) 6 Titan HD (THD-i THD-Hi THD-CSi 7 Titen Turbo (TNT) FL#1 6,937-R3 §2" Prod = Model. N u m ber or Name I X34RI 016-5 K, X1 S1 0 16, X1 B1 01 5-4K, XQ I S1 018, XQ 18101 64K 2 XLQ 11 4T 1224, XLQ 1 14B1 224-21K S XMQ1 14S1224, XMQ1 1491224-2K 4 X01 14S1 224, X01 1481224-2.5K X1 14S1 224. XQl 1 2S1 224, XQ1 12B1 224-2K 5 XIJ34S1016, XU3481016-5K FL#35320-RO I c Ai Product KQdel. Num ber or Narne 1 DSSCB43.5 DSSCB41 DSSCB48, DSHS 2 FCB43 5 FC845 5. FCB47 5 FCB49 5, FCB411 5 3 FPHSD34S1O1i FPHSD34B1O1i FPHSD3461016-SK FPHSD34S1214, FPHSD3461214. FPHSD34B1214.5K 4 LSFC2.25, t.SFC4 25. LSFCi SFC2 25, SFC4 25, SFC6 25 5 LSSC4 25, LSSC6 25. SSC2 25, SSC4 25 SSC6 25 1 MSSC4 25 125, MSSC4�25KW, li 25KW 6 RCKW3, RCKW5.5, RrKW7 5, RCKW3S RCKW5 5S 7 SCS43 5, SCI345 5. SOB47 5. 9CS49 5, SCB411 5, MSi MSCB47 5 8 SCS32-5/97, SCS62-5/97, SCS62-51118, SCS82 5/118 9 SCViM 25, SCW5 5 10 5JC8,25,SJC10.25,MSJC8,25 MSJC:10.26 11 SSB3 518 12 XLSH34B1414, XLSH78131414 13 XQ1S1O16,XQ1B1016-4K.XQ1S1214 XQlGl2l4-35K,X078Sl224,XQ7BBl2-24-3K, X0114SI224,XQ11401224-25K XQ112SI224,XQ112912-�--4-2K,X*,)491016-5K, X181010, X1B1O18-4K, XlSI214, XlB1214-3 5K Pmduct Description AT-XP High -Strength Acrylic Adhesive lot concrete or masonry El -HP Epoxy Adhesive for masonry SET -XP Hgh�Strenqth Epoxy Adhesive for masonry Strori 2 Wedge Anchor for masonry Titen 2 Screw Anchor for Cor,crete Triton HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless siree. I wrth hex head, and 316 Stainless steel win countersunk head Then Turbo Screw Anchor fai toncrete or masonry ProduCt DelliCrIption 410.18 Strong -Drive X Metal Self -Drilling, Topping Screi with #3 Drill Point 412-?4 Strong -Drive XL Large -Head Metal Sert-Otilling, Tabbing Screws with #6 Dfill Point and Large Diameter Hex Washer Head N12.24 Strong-Dri�e XM Medium -Head Metal Sol -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strorg-Drive X Metal Seg-Urilling, Tapping Screws with #6 Drill Point #10-16 Strong-Dlive XJI Metal Self -Drilling, Topping Screv%s with #1 Drill Point Product Descnotion Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-16 and #12 14 Strong -Drive FPHSD Framing -to CFS Self Drilling. Tapping Screws Steel Framing Connector Stool Stud Connectors Rig 4 Kner, Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head-of-Vi Slide -Clip, Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping $Crewe 11 #12-14 and #12-24 Sttmg Drive X Metal Self-Drillitiq, Tapping Screws _4� CD -0 > 0 0 CD 0 0 W Q- co -0 -a- (D (n :3 -0 0 CU 0 -cu 0 Cn C= 0 0 - CU C= 0 0 -1 CU U_ W, 0 > w Cn -0 E w 2- CU W MJ C_ cD, cur 17-1 �2 CL W 131 E CIO 0 =3 "'1"0 0 ICU 0 L_ C:L CL 0 0 (1) Cn Lu < 2M Ust 10 SHEET NO. PA 1.3 w L _ � � O U -0 > MIAMNQAQE 3att-DADS COUNTY PRODUCTCONTROL SECTION PGT Industries. Inr. PGT Industries,11nc. L -a PGT Industries. Iar. CV O O 11W;1 sw 26 saber, Roam 2011 D"ARTMENT OF REGUI ATORY AND ECONOihrIC RESOt rR CES MM) M=r. FlorWa 33175-2474 NOTICE OF ACCEPTANCE: EVIDENCE S1.TBWYTED NOTICE OF ACCEPTANCE: E4IDENCE StBMIITED a) � s` a tU -0 BOA4RDAND CODE ADlIM75TRATIONDMMON T (786)315-2590 F C7W 315-2599 NOTICE OF ACCEPTANCE (NTU A) www "wMadt_tOt1e[OlOmF 1. Evidence submitted under previous NOA NOTICE OF ACCEPTANCE: EVIDENCE SUBM01TED D. QUALITY ASSURANCE 0 CoC � A. DR.4�7N B. TESTS (continued) Miami Dade 1. MiaDade Department of Regulatory and Economic Resources (RER)_ (D-0 UO -0 .0 PGT Industries, Inc. 1070 Technology Drii-e, M4a 1- nufacture�s die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 — O North Venice, FL 34275 (.4uubmiited under .V0.4 .-Vo.11-0107 047 2) Umfoml Static Air Pressure Test, per FBC, TAS 202-94 E. MATERLAL CERTIFICATIONS C O- 0O LL SCOPE: 2- Drawing No. MD-5570.0. titled `Vinyl Sliding Glass Door NOA aM' sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice of Acceptance No. IS-0428.14 issued to Vision Extrusion Limited for their :— This NOA is being issued under the applicable rules audregulations governing the use of construction materials. 11w through 21 of 21, prepared by manufacturer, dated 1&'05115, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 '"VV'hke Rigid PVC Exterior Extrusions for Windows and Doors". dated 08.13/15. to -0 E O >O � documentation submitted has been reviewed and accepted by Xhann-Dade CountyRER -Product Control Section to 04/05/17, signed and sealed by A. Lynn Miller-P.E. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 expiring on 09��3049. � Q N/fr be used in ami Dade Copy and odd areas whixe allowed by the Awhonly Having Jusis�dictim (AHJ). 6) Foxed Entry Test, per FBC. TAS 202-94 2. Notice of Acceptance No.16-0920.09 issued to Vision Extrusion Limited for their '`VE D)q� to O � Q. This NOA shall not be valid afterthe expiration date statedbelow. The Miami -lade County Product Control Secwn B. TESTS along with marked up drawings and installation diagram of vinyl sliding glass door, prepared 1000 Tarn 202 and lighter Shades (Non-i17dte) Rigid PVC Exterior Extrusions for _C I-- � . C_ (n Q (In Kann Dade County) and/ortore A U (in areas other than Miami Dade County) reserve the right to have this 1_ Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 by Fenestration Testing Lab. Inc., Test Report No- FTL 8549, dated I11106t].5, signed and Windows and Doors", dated 121'08,16. expiring on 12f29I21. product or material tested for quality assurance putposes. If this product or material fails to perform in the accepted 2) Large Missile Impact Test per FBC- TAS 201-94 sealed by Idaltvis Ortega, P.E_ (Test report revised on 12104115 and 02111 16) 3. Nonce of Acceptance No. IS-0528.15 issued to Vision Extrusion Limited for their manner, thetnam�adwer will incurtlne expense of such testing and AH7lnayimmediatetyrevole, nsodify, or 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 "Brown Coated (Painted or Laminated) )AUe Rigid PVC Exterior Extrusions for suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance. if it is determined byMiami-Dade ConntyProduct Control Section that this product ormatesial fails to a with draw and installation din oft lass door, �� '� g PrePa� 2) Uniform Static Air Pristine Tess. per FBC, TAS �0�-94 ,' �3'tndaws and Doors". 0$13f15. expiring on 09i30/19- ,meet the requirements of the applicable building code_ by Fenestration Testing Lab, Inc., Test Report No_ FTL 8717, dated 12107' 15, sited and 3) Water Resistance Test. per FBC. TAS 20294. 4_ Notice of Acceptance No.16-07I2.02 issued to ENERGI Fenestration Solutions USA, This product is approved as described herein and has been designed to comply with the Florida Building Code_ seated by Idalmis Ortega., P_ E. (Test report revised on 02/15/16 and 02,24i16) 4) Large Missile. Impact Test per FBC, TAS 201-94 Inc. for their "T:4-N 3040 and Lighter Shades (Non -White) Rigid PVC Exterior including the High Velocity Hurricane Zane ? Test report on 1) Air Infiltration Teat, per FBC, TAS 202-94 5) Cyclic Wind Pressure Loading per FBC., TAS 203-94 Extrusions for Windows and Doors" dated 09/ 15116_ expiring on 0,1`04/21. DESCRIPTION: Series ".5A. 701Z' 770"° Vim -i Sliding Glass Dour (Reinforced) tislcw o 9(r & 13S0 corners-L M.i. 2) Uniform Static Air Pressure Test_ per FBC, TAS 202-94 along with marked -up drawrings and installation diagram of vinyl sliding glass door, prepared S- Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, A.PPR+O� :•1L DUCL'1liEN-I': Drawing No. h1D-SS70.0 Iieti-B, titled "Vied Sliding G1assDoorNOA(i.M)", sheet 3) Water Resistance Test, per FBC, TAS 202-94- b Fenestration Testing Lab. Inc., Test No. FTL 9552, dated 12/04,J15, and y � �� signed Inc, for their 'Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior 1 through 21 of 21. prepared by manufacturer, dated 101'05.15 and Last revised on 02�01121. signed and scaled by 4 e Missile Test FBC, TAS 201-94 ) t � Sealed by Id4aimic Ortega, P. E. (Test report revised on 024 5,2016} Extrusions for V'4'hndaws and Doors" dated 49i15116, on t?4,'16124. A- Lynn Miller, P.E_ bearing the Miami -Dade CountyProduct Control Revision stamp with the Notice of 7 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7_ Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 6_ Notice of Acceptance No_ 16-0712.03 issued to ENERGI Fenestration Solutions USA, ` Acceptance cumber and expiration date b} the Miami -Dade County Product Control Section 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their White Rigid PVC Exterior Extrusions for Windows and Doors" dated Afmux Lw.kcT RATLNG: La and Small Missile I ct Resistant along with maimed -up drawings and installation diagram of vinyl sliding glass door: prepared 3} Cyclic Wind Pressure Loading per FBC. TAS 243-94 08110/17, expirirmp an 02128118. Limitations: by Fenestration Testing Lab, Inc., Test Report No_ FTL 85-i6, dated 11,'06/157 signed Olen along with marluedup drawings and installation diagram of vinyl sliding glass door, prepared 7_ Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09. per AST14iE-84. l . See table 1 (sheet, and table 2 (sheet for applicable SGi) unit sizes, design p�ssnres, reinforcements types. sealed by Idalmis Ortega. P E_ (Test report revised on 01104i 16 and 0111,27016) by Fenestration Testing Lab. Inc., Test Report No. FTL 6638 (samples A-1 thnr A-2-2). dated ASTMD 1929 and ASTMD-635, issued by EXOVA to V-tsiom Extrusion for cellulosic glass types, sill riser (see rabies B-1 & B--, sheets 7-$) and anchor layout sheets requirements in 11 tiro l 6. 3. Test report on 1) Air infiltration Test, per FBC, TAS 202-94 11,19r10, d and sealed by Jorge A- Causo, P. E. (Suburthwd tnder]V O_-4 No.11_ �€� � composite material. 2. Rigid White PVC, Tan (Non -white) Rigid PVC andBromm coated (Painted or laminated) white Rigid PVC to be 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 #10 04) (Submitted under AWA No.11-ill0" 04) labeled per referenced NOA'srequirements. 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 8_ Notice of Acceptance No.14-0916.11 issued to Kurmay America., Inc. for their 3. Egress operabledoors must comply with min clear width or height per FBC requirement_ as applicable. 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "SentryGlas9 (Clear and White) Interlaver", expiring out 071104/'1 S. 4. Pocket walls under separate approval, to be reviewed by Building official 5) Cyclic Wind Prm=ee Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94_ 9_ Notice of Acceptance Na_ 16-1117.01 issued to Kuraray America. Inc. for their LABELING: Each unit shalt bear a permanent label with the ma>nrfacturer's nose or logo. city. state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 -`Trosifolt- Ultraclear. Clear and Color PVB Ltterlayers", expiring on 07./0849. following staemcr><: "Miami -Dade County Product Catztircri Approved", toted herein along with marked -up drawings and installation diagram of vrynyl sliding glass door, prepared 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 RENEW.AL of this NOA shall be considered abet a renewal application has been filed and there has beenna by Fenestration Testing Lab, Inc., Test Report No. FTL 8547. dated 1? 104.115, signed and 6) Forced Entry Test. per FBC. TAS 202-94 F. STATEMENTS change in the applicable building codenegatively affecting the perfcanance of this product- sealed by Idatlnl s Ortega, P. E. (Test report revised on 02115016) along with marked -up drawings and installation diagram of vinyl sliding glass doom, prepared 1. Statement letter of conformance with FBC-5tl Edition (2014) and FB C-0 Edition TER'►i01 AIION of this NOA will oc cur after the expiration date or if theme has been a revision or change in the 4. Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 by Fenestration Testing Lab, Inc_, Test Report Selo_ FTL 6337 (samples A-1 thru A-5), dated (2017), issued by manufacturer- dated 08r14/17, signed & sealed by Lynn Miller, PX_ materials, use. an&ormanufacture ofthe product or process. Mimse of this NOA as aneudonsemeat of any product. 2) Uniform Static Air Pressure Test, per FBC_ T-AS 202-94 12106t10, signed and sealed by Jorge A. Causo. P. E. (Submited under N O-4 �1o.11- 2 Statement letter of no financial interest, dated DVI&I T issued by manufacturer- signed for sales, advertising or any otherpurposes shall automatic ally terminate this NOA. Failureto complywith any 3) Water Resistance Test, per FBC, TAS 202-94 0107.09) & sealed by Lynn Miller, P.E. section of this NOA shall be cause fortemrination andrerooval ofNOJ6A. 4) Large Miswe IMW Test per FBC. TAS 201-94 3- Letter of lab compliance, part of the above test reports. A.DVERTLSE_M1_1'T: The NOAnunber• preceded by the words Miami -Dade county. Florida, and lbHowed by the 5) Cyclic Vic"iud Pressure Loading per FBC. TAS 203-94 C. CALCULATIONS 4. RER Test Proposal No. 17-0387. dated 05/10517. signed by Ishaq Chanda, P-E. expiration date may be displayed in advw ising literature- If anypostion of the NOAis displayed. then it shall be 6) Forced Entry Test, per FBC, TAS 202-94 i _ Anchor verification calculations and structural , c with FBC-2014, done in its entirety. along with markedup drawings and installation diagram of vinyl sliding glass door, prepared 1 , 1 prepared. by PGT, dated 1.:,Y19115and last revised on 0215.�16: signed and sealed by G. OTHER LN SPECTION: A copy of this entire NOA shall beprovided to the user bythe mammfactuter or its distributors and b Fenestration Testis Lab, Inc., Test N y g Reptant o. FTL 8548, dated 12/041't 5, signed and AnihonyL Miller. P.E. (Srrbmnlerl utrdtr N'0.4 �� ta.15-.1?I0. DI). 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series _ shall be available for inspection at tie job site at the request of the Building Official. sealed by Idalmis Ortega, P. E. (Test report revised on 01 �04.46 and 0241116). 2. Glazing complies with AST1+riE-1300-09. " 5570/2.77.L 0" Vinyl Sliding Glass Door (Reinforced) — L. "_ expiring on 0444,121- This NOA revises & renew NOA420-0429.05 and consists of thispage 1 and evidence pages E- 1. E-2. E-3. E-4. � 1,{ �a 9 � � 1,q, _l. '� �:1,„ � , r°' /; � ,;.1� cc E-5 & E-Cs as well as approval document numboned above_ The submitted docuiosenffition was reviewed try Ishaq L Clrtluda, PE, hhaq L Chanda, P.E. Ishaq L Chanda, P.E. i �'• ! . r R r,.>a hkaq L Chanda, PJE. c� — 1� x Product Control Unit Superdsar Product Control t ant Supervisor Product Control Unit Supervisor N � o NOA No. 21-0:0S.43 Maw►o+wECouHtr Expiration Date► April 14, 2026 Approval Date::Aklarrh 25, I021 NOA tic. 11-0205.03 Expiration Date: April 14, 2026 Approval Date: March 25,1021 NOA No. 21-01.05.03 Expiration Date- April 14, 2026 Approval Date: Zlrareh 25, 2021 NOA _No. 21-020.9.0.1 Expiration Date. April 14,1026 Approva I Date: 1b13rch 25, 20'_1 Paso 1 E -1 E -2 E _3 . 3 c E 's o O PGTIndustries, Inc. CGI Windows and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EV7DEN'CE SUB -NUTTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPT_ NL C'E: EVIDENCE SUBMITTED 2. Evidence Submitted under previous submittal E. MATERML CERTIFICATIONS (continue) 3. New Evidence Submitted g Quanex Part Super Sflacer Standard complying with ASTM C518 Thermal Conductivity A. DRAVMINGS 0.881 BTU-in1 hr.-#1=-T, ASTM F 1249 VXTR Pass. ASTM D3985 Oxygen --Pass, ASM�f E A. DIW�1V71NGS 1. Drawing No_ DID-5570.0 Rev B, titled `Vinyl Sliding Glass Door NOA (LM)". sheets 2190 I.G. Durability -No Fog Pass. (Submined under pret ions N'0.4 N & S- 409. 05) 1. Drawing No. bin-5570.0 Rev B. titled "Vinyl Sliding, Glass Door NOA (LM)", sheets I 1 through 21 of 21, prepared by manufacturer. dated 10-105i15 and last revised on through 21 of 21, prepared by manufacturer, dated 10/05,115 and last revised on 02�0112I_ 04,1�2,120, signed and sealed by A_ Lynn Miller. P.E. 6. Quanex Part Dui complying with ASTM C518 Thermal Conductivity 2.22 BTU-m,' signed and sealed by A_ Lynn Miller, P.E. v hr_-ft=-°F, ASTM F 1249 V6'VTR-Pass. ASTM D 1434 Argon Petneance-Pas& ASTNI E Note: This revision consists replacement of same exist installation screw with flat head. � L B. TESTS 2189 I.G_ Durability -No Fog, ASTNI E 546 Deer Point Developtu t -20°F in 48 his. 1. Test reports ow 1) Air Infiltrami Test, per FBC. TAS 202-94 (Srubrl tried render AW 4 A& 15-0469.05). 2) Unifoun Static Air Pressure Test, Loading per FBC. TAS 202-94 7. Vision Extrusions, Ltd. farts complying with PVC-AAMA 303-13, Voluntary Specification B. TESTS 3) Water Resistance Test, per FBC. TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrtmons, Ltd. -VEX- I by 1. None. 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Profile Certification Program (Submkind render A'0• 4 No.15- 5) Cyclic Wind Presstmre Loading per FBC. TAS 203-94 0409.05) C. CALCULATIONS along with marked -up drawings and installation diagram of all PGT Industries, Inc. 8. Vision Extrusions_ Ltd. Parts complying with PIVC AAMA 303-13. 1_ None- representative units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones. (Srtbrr Ned anderr NO.4 No. 15-0409.05) � by Fenestration Testing Laboratory, Inc., Test Reports No.: 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Poly�crinyl Chloride (PVC) Exterior D. QCLaLIII ASSUR.#.NCE (Dprepared FTL-7897, PGT PW-S520 PVC Fixed Window (unit 6 in proposal), dated 09,1031' 14 Profiles for Vision Extrusions, Ltd--VEX-1 by AAMA Fenestration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources (RER). FTL-20-2107.1, PGT SGD780 Ahmminutra Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program 2107.2, PGT CA740 Alum Outsw ing Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solutiom, USA, Inc. for E. DLATERLAL C'ER.TiFIC.ATIONS co 2107.3, PGTPW7620A Aluminium Fitted Window (unit 9 in proposal) and FTL-20-2107.4. their 'Tan 3040 Ar light shade (non -white) It7uite Rigid PVC Exterior Extrusions for 1. Notice of Acceptance No.19-0305.02 issued toKararay America, Inc. for their > PGT PW7620A Aluminum. Fixed Window (unit 10 in proposal) dated 07113M20, all signed Windows and Doors", expiring on 021'041'21. "TrosifolS- Ult•aciesr, Clear, and Color PVB Glass Interlaver s", expiring on 07,108124_ 0 and sealed by Idalmis Ortega, P-E. 11_ Notice of Acceptance No_ 18-0122.(01 issued to Energi Fenestration Solution, USA, Inc, for 2. Notice of Acceptance No.17-0808.02 issued to Kuraray Atonerica, Inc. for their their series "White Rigid PVC Exterior Extr•ttsiolls for Windows and Doors'', on "Sentr-rGh92, (Clear and Vile te) Glass Inter layers", expiring on 07/04,223_ Q C. CALCLILATIONS 1. Anchor FBC It' 02T? l3 23. - 3- ;.Notice of Acceptance No.19-1106.10 issued to Vision Extrusions Limited for their "Brown O verification calculations and structarai analysis, complying with 0-0 12. Notice of Acceptance No_ 2203.03 issued to Energi Fenestration Solution, USA. Inc. for Coated (Painted or Laminated) 'T►%Idte Rigid PVC Exterior Extrusions for Windows Edition (2020), dated 04,1221/20, prepared by manufacturer. signed and sealed by their "Bronze &light shade cap coated White Rigid PVC Exterior Extrusions for and Doors", expiring on 09130124. U Anthony Lyfm Miller, P_E. Windows and Doors", expiring on 04/16125. 4. Notice ofAcceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series =3 2. Glazing complim urith ASTME1300-04, -09, 42 and -16. "V"E 1000 Tan 202 and lighter shades (Non-18-hide) Rigid Cellular PVC Exterior D. QUALITY ASSURANCE F. STATEMENTS Extrusions for Windows and Doors", expiring on 121L9.21. 0 Miami -Dade Department of Regulatory .and Economic Resources (RER). 1. Statement letter of conformance to FBC 7a' Edition (2020), dated 04,22124, issued by manufacturer, signed and sealed by Anthony Lynn Miller. RE. F. ST ATE_XIENTS E. MATERLAL CERTIFICATIONS 2. Statenwrit letter of no financial interest and of independent, issued by manufacturer, dated L Statement letter of conformance to FBC 716 Edition (2020), dated 02101,r21, issued by CD L Notice of Acceptance No.19-030-q.02 issued to Kuraray America, Inc. for their 04(18, 20, signed and sealed by Anthony Lynn Miller, P.E. manrtfactnrer; signed and sealed by Anthony Lynn Millet. P.E. "Trosffolt ITIt•aclear, Clear, and Color PVB Glass Interlayers", expiring on 3. Private Labeling Agreement document between PGT. dated 0330)15 and signed by all 2_ Private Labeling Agreement dated 03/08r21 between PGT Industries, Inc. and CGI 07/U8,24. involved parties" 'Windows and Doors Inc.. signed by Dean M. Ruarlc, P.E., V.P. Engineering. on behalf of U m 2. Notice of Acceptance No.17-080S.02 issued to Ittu ar ay America, Inc. for their "SenUTGlasZ, both companies. (Clear and X%bite) Glass Interlay s", expiring on 07,�'OV23. G. OTHERS 3_ Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown 1. This NOA re-s ises NOA.# 17-0420.06 (PVT w.1CGI) and updates to FBC2020 (76 Edition}, G. OTHERS Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 04121,21- 1_ This NOA revises & renews NO.V.t# 20-0419.05 (PLA iv/CGI), expiring "14,26. for Windows and Doors". expia* on 09I3024. 2. RER Test proposals #19-1155 dated 011100-0 approved by Ishaq I. Chanda, P_E, expiring 2. rile current associated PL4 CGI file #21-0205.01, expiring 04/14;26. O � 4. Notice of Acceptance No.18-110611 issued to Vision Extrusions Limited for their 04/14/21 _ series'"V'E 1000 Tan 202 and lighter shades ( on—Altite) Rigid Cellular PVC Doors. 1112W21 Exterior Extrusions for NV"mDoors". j w �; �''-i` L• w CU and expiring on _ , t Q (D f Ishaq L Chanda. P.E. Ishaq L Chmada, P.E. VJ z J Ishaq 1. C'handa, P.E. Product Control Unit Supervisor Product Contain Umk Supervisor Z Product Control [;nit Supervisor NOA No. 21-V05.03 NOA No. 21-0205.03 Q NOA No. 21-0205,0; £xpirstion Date: April 14,2026 Expiration Date: April 14.2026 J Expiration Date: April 14, 2026 Approval Date: March 25, 2021 Approval Date: March 2+. 2021 tZ Approval Darr. March 1c,1021 E -5 E -6 SHEET NO. August 10, 202211 PA 1.4 O O L U M® MIAMI-DADE COUNTY O-� L Q C 0 • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC (3)O- O L C (10 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED — .+--. t� U - U NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy (D -0 V 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 O ;� 0 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS O p- = O Seffner, Florida 33584 1. Drawing No. FD4612, filled "Precast and Prestressed Lintel Details", sheet 1 of 1, �, ,� I. Drawing No. FD4612, titled Precast and Prestressed Lintel Details ,sheet 1 of I. Drawing No. FD4612, Titled Precast and Prestressed Lintel Details", .sheet 1 of E? L.L. CU � }, tU SCOPE: prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast ", Load I 3 by 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Casa -Crete 4 ", 6" & 12 " O (� L� O This NOA is beingissued under the applicable rules and regulations governing the use of construction materials. pp g g g -Crete 4 6" & 12" Lintel Safe Tables'; sheets through of 3, prepared Craig Parrino, P.E., dated March 24, 2003, last revision #1 datedApril ril 28, 2003 both g P LT 4612, titled "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load fables", sheets I Lintel Safe Load Tables ", sheets 1 through 3 of 3, last revision dated 06112114, all -� — O " O i O- The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P. F. through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. on 08119114. •� O -i` �� , Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on B. TESTS •� Q — (AHJ). B. TESTS March 22, 2012. 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS C. CALCULATIONS Flo Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dude County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane 2. Calculations or Cast -Crete Lintels, dated OS/29/03. J40 pages, prepared b Craig f p g p p y g Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS Zone of the Florida Building Code. E. MATERIAL CERTIFICATIONS 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None. F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002• 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality .Vstem Manual far Prestressed Products dated 2002. by Craig Parrino, P. F., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, filled "Precast and Prestressed Lintel Details'; sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. pared y "Cast -Crete 4 ", 6" & I2" Lintel Safe Load Tables", sheets I through 3 0f 3, prepared b 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the perform performance of this product. B. TESTS 1None . . 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of an C. CALCULATIONS 1. D. QUALITY ASSURANCE D. product, for sales, advertising or any other purposes hall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). ansection of this NOA shall be cause for termination and removal of NOA. Y 1. None. D. QUALITY ASSURANCE ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance ice. 1. None. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER 17j," INSPECTION: A copy of this entire e NOA shall be provided to the user by the manufacturer or its distributors and MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. '' This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and ��{ 1��.. 00 N E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. M.S. ' ' elmy A. Makar, P.E., M.S. Pro Control Section Supervisor (^ �l " elmy A. Makar, P.E., M.S. i %L7• j�Uw'�-' �elmy A. Makar, P.E., M.S. �, o ' J a Q " Ch 1J f QMLAAIFDADE COUNTY lI .jam" NOA No. 20-0630.15 uct NOA No. 20-0630.15 Product Control Section Supervisor p NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 r � N CO " � Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 n d �. 08�20l20 2 a Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 °' cm+ co Pagel E-1 E-2 E-3� ppp E L L o U `1 a� ri. rs N C E r• 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. L� C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed b Craig Parrino, P.E. g y g � o 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheen of Q 1, prepared by Craig Parrino, P. F_., 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 V January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). U co E. MATERIAL CERTIFICATIONS Q 1. None. O_ F. OTHER 1. Article of Conversion for a name change. O s' w ' e m A. Makar, P.E. M.S. Y Cl� Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 —� F.-4 E-5 SHEET NO. August 10, 2022 PA 1. 5 I I I 11 III L . ,/ - Z I ILI ECO.. TILLIT TESTING & ENGINEERING COMPANY -- - - .---- --- �WA I rRR A T71,11T, M, Ps tiltec,060801'ervin III F. . I- 1. "IC n C I U--N. WII,71� PR D UATInN RFPnr%qP REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUWCATEGORY.- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: refection ErgdUd& LLC, 4800 S.W. 6 1 Street Davie, Florida33314 1. PURPOSE Of EVALUATION; This is a Product Evaluation Report Issued by Wather A. T11111t, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rults Chapter No. 61 G20-3, Method I 0 of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verffled for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect its limitations and conditions P1111JAMD: 2.1. PRODUCT EVAL ATION DOCUMENT (P&-ELJ1 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. TIllit, Jr., P.E.; dated 07128/2020� This drawing is an integral part 9 Evaluation Report, "pil A.Tpilsy, ,,.tsl,%�,�R A. ri, '11, .,.% O� ........ Z4;7" R, , � V N ". V,N . , I- ItW..'-m - __- .1 . .... 1� - -4 - I ,Y,- `-,.�" S - 141 - - L�:.- -P- .. . S - J - � `No. 44167 " I - I.` , * " : , .1 . zdl-90-4 ;. .* .. * I .. . -,--- I , -, I tt-,. ��;f �t 1, x 1 -4 ]II), .,- S;<K. opil ..'�',"Y A','. �p x.. .... . , - ,* * Ik� % 6355 N.W. 36th Street, Suite.105, Miami, Florida 33166 - Phone: (305) 871-1530 - he"'PoIlL �,zl 'IE14,14ft" I ERQD11C1JLVALU&1[-Q-N RLEOAXZ"O-V� 2 2.2-TE T REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAB 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol, Test report-, prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08109/1 996, #96-670 dated 09118/1996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 041118/11995 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 021 9.01-09, dated March 4, 2009, signed and sealed by Edmundo Largeespada, P.E. and Henry Hattem, P.E. -1 97 by QC Metallurgical, Inc,. dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2A.STRUCTURAL ENGIN INQ . On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panal length based on rational and comparative analysis, and in accordance with section 161 6 of the Florida Building Code. Calculations prepared by Tilleco, Inc., dated 11/03108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., RE. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4- NND LOADS RESISTANCE* 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. 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, 14, 15,17, 18, 19, 20 25 arid 26 of 26. of Product Evaluation Document (P.E.D.). drawing No. 20-176. &INSTAUATIO& Installation shall be performed strictly in accordance With details indicated on sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indica,ted on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P. E. D.), drawing No. 20-1 Is. ottiIIIIIII4140", 01v� N T1441%. " ,� ...... P 101, / "", EN ".' 'A 44�.' - * * - . - " --' \,\r , .. 4.1 �* ' .: 'r��- -?I-4- -ft. ' I I - - I - 167 - ----.-- �� - . I , . ,-./- ,4-"x 1 * : * , - �. .. - : E / _ , ` ik.,q-. STATE OF �.,,Q-� .- �- -Y - III 11 - I t O�,' .. Al 0 R I 13 - `,;§'§" 101". e - - ... q� 0 . 6 ........ �� o "'I',F, SiONP, ,,0 '11011militiol,ii; I I GENERAL MM: 19 3) IN CASE THAT PPKCAS1 STONE, OR PRECAST CONCRETE PANELS SMICCO OR WOW BOARDS BE MIND ON 14E WJL em M in UDD " M" CXI5,ltMG WALL ANCHORS SHALL BE LONG D60VGH TO RLA04 IF* MAN STRUCTURE BEHIND SUCH PANELS I STORM PANEL SHOW PRODUCT EVAIUATPON DOCUMENT (RED) HAS BEEN VERIFIED FOR CONNILMNICE IN AWJ40RAU SHALL BE AS MENTIONED IN 9 IF AND IN U 2) ACCORDANCE WIN THE 2WO (TIN EDITION) OF E PORIDA BUILDING CODE (C) N-LUMNn-WOOD tM2L-WLQII1Q-0&0L-:,� AJM-Affi. DESIGN OND LOWS WILL BE DETERMINED AS PER SECTION t67OOF THE ADM MENTIONED CCOIE, - 1/4'0 TAPCON ANCHORS. AS FIANUFFACTORIFID 11% I W BERED0, INC Fox A WOO SKED AS RODUIRLD BY THE JURtSOICTI)ON WHERE THESE SHUTTERS *III BE INST AND -11" - ,, PANELMATE FEMALE M AND PAKIMATE LUS ANCHORS AS MAMUfACrUREID BY ELCO CONSTFILICITION PRODUCTS FOR A -0 85 USING ASCIF 7 DRECTX%kfrlr FACTOR Ad -16 AND SHALL, NOT EXCEED THE ..Au ASO) /4-10 1 41"O LAC SCREVA PER 4 U.S` OESPCFN PRESSUIRE RIINGS INDICATED ON SHEM 7 THRU 12, lif 16. 16, 19 & 70 - 7116.0 , ,,a. WOOD BUSH*I0G, AS DISTRIBUTED By ALL POINT SCREW, SOLT * SPEtWIY 00 FIN OR TO VrAIF`f THE ABOVE CONDITION, LKTUAAIL DESIGN WIND LOADS DETERMINED PER ASCE 7-16 DER TOIDUCED TO AS D VE=N "NO LOADS By MULTIPLYING THEM By 0 6 IN ORDER TO SHALL BE FIRST C I) MINIMUM THAEADED PENETRATION INTO WOW C# TAINCON ANCHORS SHALL BE 1 112 - AND 2- MR ELCO PANELMATE PLU$ COMPARE "ESE W/ MAX (A S D) ASTON RIFIESSUIRIF RATOCS INDICATED ON SHEETS 7 TPIRV 12, % 4, 1 n. 16. 1 9 A ?O AND PAHEEMNJ FEMALE 0 C 2) MINNAJM THREADEDSPENETRAITON OF LAC SCRFW, INTO IFHE WOOD FRAME UNIT $KA" BE - 112- No IWWNXD IN ORDE 4 710 VERIFY THAT ANGINCIFIS ON THIS P ED AS TESTED WERE NOT OVER STRESSED. A 331 INI.AM. IN AtiIGNMAILE 7 STRM FOR WIND LOADS WAS sa USED IN THIM ANALYSIS FASTENERS SPACW� TO WOOD HAS BEEN DETERMINED N PENETRATION Iwo tUCCO !V0, BE CONSIDERED AS PAW OF " REMIIIIED THREADED PENETRATION ACCORDANCE MTN N.DS. 2010. C 3) MINIMUM EDGE DISTAWE OF LAC SCRFWS� WITT WOOD SKALI BE AS THMATTV 1% THIS DRAWING IrtO M PAMEVS AGEOUNCY FUR IMPACT AND WIND RESISTANCE VS BEEN VFRFF" IN ACCORDANCE ON SIECEFFO% 1526 OF THFIR= MENITICNIVO CODE AS PER HLOWICANE ENONIFTRIK & TESNC INC REPOPIS IMI-1419. 96-570 & 96-T.W AND CAI MINIMUM PIEWORATION Of WOOD HUSHING, SMALL tit 5/5' 1/4' 20 SC' USE � NEWS _D ,NA, I at 1 112' LONG MINIMUM FEMESTFIA"O. TESTING LAS INC. REPORTS 02032 & #2126 AS PROTOCOLS TAS-201, TAS-202 AND TAS-203 SHUUID STUCCO EXIST AND I* MINIMUM FOR MMLS WITH No STUCCO AS WEU AS AMERICAN 7151 LAS Of SUUN FLORIDA REPORT JQV9.07-09. AS PER TAS 201. TAS 207 AND - TAS 703 STANDARDS. C a) IN CAsr THAT iwFECAST sio%t. OR PRECAST COWRETE pANE,S. STUCCO OR *am BOARDS BE FrAjNO ON THE Lxlsf,w WALL. ANCHORS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE ODOK SUCH PANEL% 2 &L ALUMINUM EXTIRtISONS TO Of 6063-15 ALLOY AND TEMPER. (UNLESS OIHIRWISIL NOTED) SEE SHM 2 ANCHORAGE SHALL BE AS MENTIONED IN C 1). C )) a C 4) I ALL ALUMINUM StIfil METAL USED AT CLO%UR" %HALL HAVE 3105-1-14 ALLOY (0) AMCHOkM SHALL K INSTALLED FOLLOWING ALI Of f"E. MCOMMiNDATIONS AND SKCIFICATTONS 04 THE ANCMDN� MANUFACT1114tii A ALL STEEL SHEET MOK PANELS SHALL KAYE SMILICTURAL DUALITY STEEL ASTW A-0� rRADE 50 MINIMUM. G. 60 GALVANIZE D S111E, CISIONATION W/fY- 58 � - (AFTER ROLLED) 6 PANELS MAY ALW Of INSTALLED HORi;rORTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON hfCF`O4 � TINIOLGF� 10 (WETS . I -ROUGH 6) EXCEPT !"At mEAr)rxs CD 4. 0 SHALL Not of Etwo 5 ALI SCIREWS TO BE STAINLESS STEEL 304 ON 315 INS SERIES OR CORIFIDSIL% RESISTANT CnATFD CARBON STEETL AS PER DIM SCOTS W/ 50 IHN YN,ID VAUNGTH ARC 90 k4i TENSILE STRENGTH & SHALI COMPLY W/ FLORIDA BUftDING CODE 9 11 SHALL UE THE RESPOINISROFIrY OF THE CONTRACTOR TO VERIFY THE SOUNI OF THE STRLFCTM WHERE SKETTER, Is To BE SrC,. 2 ... ,,.3 4 ATTACHED TO N�UIW PROPER ANCHORAGE THIS SKITTER SHAU CMIY OF A"ACHIED TO CONCRETE. BLOCW Oil WOW fUWJ KAED"95, IF BIDEM TO BE ASIM A-307 GALVANIZED STEEL. OR AISI 304 SERIES SIAJNIEU STEEL WIN 30 MIN MINIMUM �EIE, STRENG1. 10 LAC" REGULAR STURM PANU W141 IFIMIGNS OVER K-11 NROU(�- 12'-4'. AS PER SECTIONS 5. 8. 9 & 10 AMC ALTERNFOWES Be, I ANCHORS TO WALL SHIAU. BE AS FOLLOWS " & I OR ON SHEETS 5, 6 A 12 RESPECTIVELY. SHAIL HAVE A LEGIBLE AND READILY VISIBLE FORCING. INSTRUCTM OWNER OR TICHANT TO SECURE PANEL5 WITH APPLICABLE REINFORCEMENT OURM PERIODS OF HURRICANE WARNING (A) IQ LArSIX16-P91JIM COP&RETE I I THE NSTAiiATION CONTHACTOR IS to SEAL/ChLI A" SHUTTIR CUVPCFN1ENt EDGE:, WHICH REMAIN IN CONTINUOUS (ONIACI liin� I/ IV �': 7APCON ANCHORS AS WMUFACtU IV BY IT* OMLDIV. INC (M,,, ?'3192 p-) THE BUILDING TO PQFWNT WR4U/NAFN INTRUSION . I/4 , 1/6' CALJ(-W ANCHORS. AS M:WOACTVRET BY DEFFIALT INC, (MA. I'3000 p.) ,/.,. 3/4* SCUO-Sr ANDICIFFIS, At DISTRIBUTED BY ALL POINT SCAM BOLT 4 SPFCIALTY CO 12 STORM PANEL,11FITALLATION �041 COMPLY ON SPECS INDICATED IN THIS ORAWINC PLUS AS, OVILDIFIC 00 JONINC REGULATIONS F, (NI C 3000 PR'o OFICT46MIT Of ME JURISDICTION WERE PERMIT IS APPLIED TO - IIII-10 PAMLLMATE FEMALE M & PANEIMATI PLUS ANCHORS AS MANUFACTURED BY ELCO CONSTRUC1,LIA, ORMCP, " 11 (4) THIS PRODUCT "N.LiATION DOCUUNT (O I D I PREPARED 11� THIS ENGINEER IS GENERIC AND OIFS Mill PRIUMUL INFOINAITION (MIN 3330 P2,) FUR A SITE SKCWIC W�Erl. I, WHERE THE $Of COmwnoims DCAATF FROM THE Pf-D - 1/,-. Cr TAP -CAP ANC.FHORS. AS FAAMuACIURED BY Iffl-FAST CORPORAT)ON (?'36,00 p6I) AI) MINIMUM EMOLUMENT OF TAKON ANCHORS IWO POURED CONCRETE $WILL 01 1 3/4- 2- FOR PANELMATIF FEMALE (0 CONOVICT TO BE RLVUNSTOX FOR 'HE SELFCTION, PURCHASE AND INTALLATIOM INCLUDING LIFE SAFETY OF NIS FIRODUCI BASED ONONTS RED PROVIDED HE/514F DOES NOT OEVFATI FROM THE CONDITIONS OUTFALD ON Pir DOCUMENT 0 AMU PAKNALTE PLUS AND I 1/4- FOR CF TAP-QRIP ANCHORS CONSTRUCTICIN SAFETY AT SITE IS THE CONTRACTOR'S RIESPOAMFRUIT� A2) CALK -IN & SOLFO-SET AICHORS Sl� bit EMBEDDED 1/9* INTO THF POURED CONCRETE NO E14KDMFNI INTO (e) IWS PROI EVALUATION DOCUMENT M" BE CoNsTmRrD iNvAUG if NoOrTED SIJCCO 5HAIL Of PERMITTED 1/4* 9-20 WAMS USED SHALL BE 1 1/2- LONG MINIMUM WOULD STUCCO CXM-.. NO I" MINIMUM FOR INALLS WITH 40 MrCO. AND MAY OF HEADED 5MW% ON ALL THIMEADED SCREW95 fW/0 14EAU 4d) SM SPECIFIC PHOLIECTS STIML BE PREPARED By A FLORIDA REGISTERED ENCRIDUR OR ARCHITECT WNI,� WILL BECOME THE BUT WIN WING Min ENGINEER or RECORD (E,U,R) FOR THE PRCUECT AND WHO WILL BE RESINONSTOUE FOR THE I P, 4PER USE OF THE FIX 0 ENGIMEEFI Of RECORD. ACIIK AS A OELEDAtEO ENGINFEER TO ?HE A 3! A CA% THAI PRECAST STORE, PRECAST CONCRETE PAPALS. PAVERS. MCft OR WOOD OCANDS BE I CURD CiN NEI P t D ENGINEER. SHALL SVOM' .7 TO NFS LAntit NE SITE SPECIFIC DRAWINGS FOR WE VIEW EXISTING WALL OR FIOOR. AW.FiGn SHAU Of LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHIND Skit.. PANELS ANCHORAGE SHALL. BE AS MENTIONED IN A 1) AND W A 2) (A) THIS P L D SHALL SEAR THE DATE AND DRIO*Lk IaX AND 5K;MAtUAE OF ONE PROFESSIONAL ENGRIi4XA Or RECORD ItAl PREPARED 17 (0) 12AAMiN6-LQ%2E1L-A6Qf&.BALL AVFC �Q - 99 - TAPOON ANCHORS AS "MUFACIUSED MY I I * §U1UXX. INC 14 SHUTTER MANUFACTURERS LABEL SHALE OF LOCATED ON A READRY VSIKE I.OIATION AT STORM :/4: : - /4 , 1/8- CALK -IN AW1"S, AS M~ACTURM BY DCAIALT INC (HIM e- 1500 p ) PANEL SITUITTER IN ACCORDANCE WITH SECTION 1709 9 3 OF FLORIDA SUILD04G CODE. ONE LABEL SHALL BE PLACED FOR EVE" OPUFAK LABELONG TO CINIPLY WIN SECTION I 109 9 2 OF THE - I/, '. 1 314- SOLID' SET ANCIIFOft. A$ DISTRIBUTED BY ALL FUNNY SCREW. BOLT & SPIECALTY CO "I.ORILA, ETU'LOM CODE k (W "_I no 0 ... ) - 01� IQ PAIVILMAIE FEMALE 19) AND PAMILIVATE PLLM ANCHORS. AS MANUFACTURED BY LLCO CONSTVII.KTICA - - - - - BE �FFL;�:. 1 'HF PRODUCTS CNN I't-2071 P ,,) "tIVIONANNEP OBTAIN PERMITS IN THE STATE 00 0 % - I /4' 0 CF ,AP-CRIP ANCHORS. AS RAFFAUFACTURti) By M-FAST CORPORATION - ,0 AtVk JKt\; , A. t111 -%, ,, �;N 'f'.. ............ .... a 1, ARTINVIV EMBEDMENT LIF FAPcok ANCHORS. EEC.(? PANELFRAI-FIS " Cr rAP-rRIP AME,40R. FAID THE COMA�`* A, EA, - .. ./ *city ufricc - , FLORIDA BUILDING CODE (Nigh Vol EFFLOC - 'K At? SNAFE� OF I ./.' ":.1110. - - - ' '* RX,`?. NL"%XX - 20 GAGE GALVANIZED STEEL STORM PANEL 4 167 "! X I 1 02) CAIA-1h & SOLtD-SV AKMORS SH�ALL OF EMBEDDED 7/3' INTO THE COK. BLOCK UNr En ;._.__.i - - V - - - 104N.I. � 1 I F I "TO Sn" Of PERMITTED '/A' 0 20 SCREW$ USED SHALL BE 1 1/2- LONC Aim . - I 0. � * . * il plim - I ft IEVIST. AND I MINIMUM FOR WALLS ININ NO MCCO Z '�Q .. CY. \ Fc;�� PROTECTION , :-*,-, �, � III re-- n.-- INSTALLATION DETAILS FOR REGULAR PANELS(l) A -A & Qgi INTO EXISTING cowepm A.CHM POURED CONCRETE OR CONCRETE BLOCK STRUCTURES .. (WE 0. - bem nimiucH, 0) "', "C"BOUL" CA --\ 11 �11 00.M" AN"."W'S (sit scRon" m----i 9REF`lL 5 'HwoUGH, s) I ::, I * "Ook- ') .. `-, .."E'S a THROUGH 6) - EXISTING. POURED - - " -- f D N \, CONCRETE ANOOft . I I (�) (oft 3cNO`AAE a- sHrris a fincium 4) � �-', 1 , �-), EXISTING POURED . CONCRETE REOUNIAM � , 04 � - ""L � 4,* � - ;; C. � - E` � . I "' commm R9QI - , , � IL 'L 'A �., ,,,�,�"X'A !�I' MR, ,.. �7. I L-Q&11 , . - , AWT,_ 6 em'..", � ,/? �1 I . . A 2 L I - I I , " " 11 I 1 11r, "' J 1/4* " ,,:i ,"�� "�i�",, 1, I ,�i�,, ,,:i " ,`�, ,,��,� R ,t4 ', '14 jt::-�� 1, I I -... ff M - �: A E:- 6 -!Iirm 4 " /I I , , �::: - � I - I I i - 17- . I - " �, . "" .6.6114- I, I � -- -- :11 .-- I �=T,"CUFFEI, to 1 - " ;I : 2 i I : � � a I I '. EXISTITIC POURED E A "I , F. I e I I a , E D , - 9 11� 0 I 2 , � wouw4o 2 : : T � ,� CONCRETE AFIOURFFFEI:� . ,I - '. � I � , ,�� ,�, ", I � I i�� , -'- It........."", : 4 � 6 I I .�, , I � , ""a - r a jw. 1 a I I - - : : -(D A : I . = - 1 6 INFA MN. w4i,txxi I - (to ,,i . ,z,I4'',:,1 i . .g. 5 not, " g r4w STUD ,2,lr.c I : ,� Ilr FIX : I "-. INIFT' 0 - -M - 7- I i TO RUFM i I I i = I I VIE � I F-=MF,,,-="- I oj� I - �, , " : I I 1 =q-� I I ,-. -. - I - 10 R, - I -* ; " � I I I ; V - I 9 : QUOI ratime; J : . : 9 "W'" : I i ... -! . ! : 5 : ! ! fl, . I I I I : : . - (1) I � I I ; 1 � : I I i I ! � i 06, I : i I 11 - "T, 'li� ; : : i I . - - I I I i . "I I r , , I i I 7777 !7 7 1 \< 'L4 116"W.r ": i L"�. I ! ��:, . . . , i I i I I I I .,Avi ". I I ro liv I I i: I DRIFT TRIP, 0 I , ] gw� I ,2,/2. " - � 11 4, �' ' 14 rg�q I D . 6 "; 1 W. -w. : 4 :k ! I �. , 'I Ilr OC ;� .L E��p E.D - I 11" : I ` . I'VE", ffw. v.sm4 POURED 10 * 12 .13' = :1 - - � : i ] � , I CONCRETE KCCX I IWOUNIED �� I I BABY UP * I " : M �, I C I - CONCRETE koot " I CONCRETE OR _ - CONCRETE OA,0cK .1. - I - ; C , �11 -Z 1t1=1;11:-,. I 1, : 11 1/2,10C . ' will, 'I'L ':." � �* . , - I , 4EQUIRE10, I - "" I C;� rl;_ �� _ REGUNED :1 "_ _ I r -i� 1/2, j -1 T , . " 3v 1 I I- . I - - ,\ I I Exmrw. POURED . "', coNCIREFT . 1/. , I ` -Wi=I r�2 i , , .1 11 - I - MITI. - I _ _ .r� -ji- ' ' / IIIIJ r L , I CONCRETE ANCHORS ''.. - KOUIRED ': --4n - CONCRETE ANCHOR& g4 1',1 '� , _ � " , . ., -C InkFacciia, ./ STUD, - 4- -T- (134u,"sn"ImmosImc. (sK soma ON '1� - - ,." tur SoNanu a. � 1) Ow lux Swam" ON wrm a r4toRcH s) %art; 0 ,"ROUGH t) Fifiettle a THRouci. 6) SHoYli a .Ovwm 8) WALL 11=011114 SECTION I w-As 3fl-l- SLLTM 2 scALF 3/ii-i" oult-a gka MOUNTING W%l ALTERNATE M§ff MOUNTING scAur 3/8. I- , . . I i - -- IF E.D. - MOE DISTANCE ! .= i I-% - I. 0, i (SEE SCHEDULE ON I I -iFFFII - i I SHEETS 0 At 9) I- I i I 5 f I = 1 M- : 11 STUD, 0 1 R :@=V41 ,I I *- :, 1 TOP & BOTTOM MDUKIINGS CAN BE I COMBINED IN ANY WAY TO SUIT ANY I I EL 4�1 `N� I �7: 14; 0ARMON411INT"'111i" Lpo-�: NZ 4�-- �6-- �� INSTALLAinot., ,., - , - -7 7' " 7-_ , \ j.� , L ,:L,: L 1 L 11 I . - I N'v -N��. u,"Pic, P"FED . �, 11 FLORIDA BUILDING CODE (109h Woolly Hurricane - . CONCRETE -3/,t REDONDO. - 117 I- I ,,, D - L. 1 : . I TIT. 7 -- z Ic - i i * Am* TFETIciti, - IF GAGE GALVANIZED STEEL STORM PANEL I PRO M"-m.,= . 91" o T.411VON O) \I S . -*, -il'. FtATE - ... p I ou'�'. �R I 191�- 1k . _ 4- - I e,' '. 0 1 I Witt R.0111I PROTECMN PWOUCT% I.I.C. : 111LIEC0111111c - CEILING a ffififyMNYING ... , , .. ....... I . �� ..;;._ _ "No sm Fit W DAWL In. X - W-.-, ""OR"OHRO ca"'U" `F-XO,a 20- SCALE 319-'* I -A�14�1 � . . , - �(� - 1. mm ("-"-7&41 r`_ T. ...... r__F _TL__= - , - . - _ ORNO E&QD1=YALElA1WKAEM=J140- 20472S.01 3 6, MATERIAL ARACTIMSMS AND 3PECF1CAnQB&- Shall be strictly In accordance with General Notes and Components Indicated on sheet 1. 2 and 22 of 26, of Product Evaluation Document (P.E,D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E, D.). drawling No. 20-176. 7. LIMITAnONS AND CONDITIOBS_gfAM; 7. 1. Shell be strictly In compliance with General Notes No. 1, 8 thru 14, indicated an sheet I of 26, as well as General Notes # 1 thru 4 and I I thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by TIlteco, Inc. and signed and sealed by Walter A. Tild. Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Buildirg Code. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillh. Jr., P.E. (Florida License No 44167), President of Tilteco, Inc. (Florida CA-0006719), ,,k%,,,t,Iy11I1F1INI1'0'1 oe�� P, - T14 Zl�"% Ol!"; ............' , , V , � *:.*; .-`\)�EIVO . ,E. .1p . � - . I -.1 .. \ I ---'-- ----:- i,�a--&. 44167 '%. * - - !-*; -,* : �-�. - . . I �� -el�-,��. STATE OF ..,*,Ir F �, / vv,:,.. FIOPIIO`?,.,-.��V 140"'o ,-\ Xk',�-, L, N #4 L. t"',�'IFiN, 11111111111, VVATILL DI TIL TFCO ADIFFON RFCORDS � P. E. REPORT 20 k GLOBAL PRO r ECTION P FICIDUCTS, LLC L 20 GAGE GALVANIZED STEEL STORM PANELI, DRWG Fit MI 78 % REPORT 1 20-072&01 1 1 - /0"I �,L I ECC3 INC \ TILLIT TESTING A ENGINEERING CC I I - - . � --- - - WALTERA. TILLJT, 11L, RE, tI1rtOD@WI.COOl ". PROD ,110N REPOR ,,,, yr LkeiRAN, 44167 K, L-11 N,, IN61I 9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY- Storm Panels - PRODUCTIFIAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global PrQ1WAIMPrQdu=-LLC 4800 S.W, 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION' This is a Product Evaluation Report Zued by Waftr A. Tillit Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 020-3, M 91hod 1 D of the FI orl do D epartme n I of 8 usll ness and Professional Regulation. This produpt Is being Issued an Evaluation Report as diagoribed herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a BuIldIng Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: " MENT (PSAY; Dra I 9 - - , titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by T'llteco, Inc,; signed and sealed by Walter A. Tillit, J r., P. E,; dated 0 7/27/2020. This drawing is an inteF, �M',,`Q,.'s Evaluation Report. "o., � , -�:... 0'.."", , .. 11 1 71I . L .. -1 4V - " \r, E N 8, I' - "O S� . 'r ., - \; �- ;,:;7-��-.�, � ,4, %*c ip, �, . � I - � - - - -- -Qd� 1 67 I S - , -- - = ,2, i , ,,4,OiP, , * .:--f 2 .-- :*= . - I -- - - . I . . - STATE ,..Q- Z I. 1,0' E�F � P % . Qj S 1-%,.,�O, , .'- - "', O R I U 1A I . - -0��-11 I \ , I ;,4,e. "IfieloiIIIIIi 't 615-5N.W. 36th Street, Suite 305,Miatni, Florida 33166-Phone: (305) 971- , 'S,16"bi -1511 1, .., 1W 1, GULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-I-) - -- 15 i9a- (TOTAL WON) - - - . . - - - - 15 I96- (TOTAL WIDTH) - - - - -- -- - `2 Boar (FITEMW Warnit, - - - -- . � I - - 6 ,/A' - - - - - 6.2w, -- - I— - I � , - I 3p, - , ,--I,PO' - �- 1.3 P 0. - I, , �,. -%OO. � - - - , Soc. I - % I 1 1350- , , O.O.W ION. IN" T- I Jbol -1.1 - I .� 1� 7� � - - - . "VAN= SIM . 1.�- - I S' � I , I ro, - ASIV A -AM * A , I . , ,*. ----- - - GAEV 07 , 1; , / I - 41 2.657- , ,-, G" "Br- , ) 2 Skl' , I K, 2.5, -- �- - ,/, " I . - ,A) 1 SkI. /�-t�..==\ � "I , ' - ;" -7 _ 4 - L � / N 2 J - � 2 100' 24p'; I TYP N ASTIR A-G&I ,.L. , TYP. ' LT , - ll:),� I �, . .I.,,, a"" 'FEWED _ I _ � EDGE I - EDGE \ GRADE SO .00" MAIL A-! \ TO \ WAN. A 'S J�EFAIL A I , 1 418AF , IMEW t ,.:Er 0-60 GALV AFFE , �. , I \� , . _ - . ..... . ------- _ --- � --- ---- I _ _I I _ I -- -71 _ , � - 0 - ,.AO -� , . . �- 5250'--- � 1.3w (1) STORM PAN @ END STORM PANEL - , 87, - - `�- . - I � IQ. Awkin's ENO TIP � "".`, .�, , I I I ,.25,n - - - -- I - ------- � . 12� - � 1"1'-"`4 *.-20, -121: - I 1 250- Soo, 10P _ - .?so - %. W W/ NEW" F". , I'll I- f ,Too' ��:i --] , . 601113 -� , am mom 5�& STUD "K .,,:, - It a I L25" 23 SERIES 7w,- -` , I " .. . - I I r TO �E To ANGLE 0 "D ' I, /(/<- ,-,,-" - - .Fi-z I - -1 ib-on 1 093, 1 i� 7 :2 112- Ox " ED 0 _ : , ,�. . ��- '< I ';�" 0 - . t - - _ I _SCC, - "-!-,�-- L- ,�- ,- .093, �/ I � �� 3315' - �?93 � 2A -. 2000. 1,600 . 93'. SHE . 01" I 0 [ - GETZ DIM" ,��!�,- 2�125- 12 4 DrIML I L I I ,:� // 375 1 I� '?I, . , I a 72' It � 1�2 11 i // HEMMED, 1--t , - 0. 1 .1,25, 1 I .11911 I I , I 379 I[ I / / I L. I I - I ,;,: - S, M.. - --t,5w* - ,-- M In" If - W,� ISOMETRIC VIEW DETAIL / - 2 000' SW - -2,000* - MINDED CORNER 0 THIDS OF PANCL'S .R1 a END UP W/ HEMMED EDGE (�) *h* HEADE (� "U" HEAD (�) Am" (g ANGLE wiTH STUD @ ANGLE wrm . (NLT S) REVERSE STUD - - I I WINES FREE or ----f ; . & 3/,. , - Ip ., n,� 1 390. , 'a, EDGE I .374 age. .374* .ON* ,.750* - T I OF PANEL � � L, , " - . 310' 125' -M 30. SFTWS I : I F I , _ , V,..'* i I vl -�F �, ----.--, I - �Tv 6� AO LEM. I ,, -,,,, ,00O I , 1 I -1, a 1 407 003' us. I 3,7S* / IIAA - -- ,"a" t - ) a I I , I B,". ,- - , 'B". I ( t I- I 390' 1�343* itaer 11 �iil f 4 .3. ",q I SOO. -I. 8" 1015' - -4a'. HOLE FOR -- � .,093., -S. I �'. 7 LOCATION AT I I , , . EVERT PANEL OVIALAP .957, I I am. - - 0 . - - I � I - - 06i .in-.- --,/ -- 2000' --- _ _ -064' 7.000 (1) KEY Nou wAsHER - ".) - - �,013' (�) IF* TRACK ANGLE (4 SIAM OF" TRACK Q) FLAT PLATEO I ---�, DOW (W) - - 024* 11111111 STUD GALVIANIzED STEEL. 1-1 .3WO t,ffilkllooiifoki% U. 15' LOW � - 4 � , M. �: T - -- -' Loo " i _ - ---I � k - -!�/, I 0013 (' * '1�i ' , * . 8 I �-\ 37510 , L .30 . . M. . .1 1. I I I --) � . *. �t - .; -V.1 I -- -J - I .375 \.,�� i . --- . I 1 Tit: 111, ., * i FLORIDA BUILDING CODE (High Velocity 14u Icon@ Zone) - � - . . I Car- . _ 'A TYR. BOTTOM Z - - - S. PA�C NICKELAUl am or PANEL vs,... STATE OF : am m�. me, rp 1, I 1 J-2i'.- 125- 1 187 LAIII0 ONG Irt IF......, " GAGE GALVANUID STEEL STORM FANEL WON. I I % 04:,... 01'0�10 1'.- / - -2.000* - * Xy HOLE I-- - 99#�) AT PANE Nxr� `4 , .mft---c;-- , W/u/nae Z I �� GLOUL PROIECIION PRODUCTS. U.C. IMIC I .. 11LIEC0.01c, We W 5, STREET W"#Mail �- 4 1.:1-"r.V= (1) 2"X7`Xl /A" ALTERNAT'VELY. UK WAG NUff */W �, 1, -V�,-�-,,�> TN. FILM norrim a 000wornime, C&FRI ".w (.. GRIFE. IL =I A ALUMINUM ANGLE MDNOUIr4C WASHILA W/ AWFOHN. , -M=-%MI" )M- PAS. M. (O.-I.F.-Im 20-176 �r , 718*-.3/32" MASHro (suotm " IFF" a I � -IMZA in I I - I - &FARFROW STIFF, OR MONTE PLAM STEEL), ;;�� "I" A TUN Jl� FIX . F509 sairt I or X . - I - I I I I INSTALLATION DETAILS FOR REGULAR PANELS(I & CIA ENDapmoDETAKS FOR IhMWM IN PWO QWCRETL INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCEM FA= OR V= .Mv.- - VAUD FOR ROUAR UEE SNM AND E-Z PAM STIM EM =Md `kF OR IMMIELMATE 'PIKE a I'll � IT " OR a COMORM ANCHORS I W 44vw 1 1 TBEE 'FINE, I r, . .1 BULL 0. ;�� ,.-I-.- V - I scwwm 00 SNUBI SHEETS, a THROF.C. ,� � �, , . . MITI -11 I (k I 11 - I � � I 1* --- I . L��, .M r i ,,� ----T I ..�, N i..�: 0 1 i �� .- I I =J-NR?1--= FT-1 - - I I 1, -V#- II-ST, I I W.-FrIck- `7 T, 11 (1� TMO - I f , 11 I (.D� I I I - ,J , , I 1 MR& - , I RUFFUNIED I . I .1 c,"N - - V-r - , V '171"..0 I 14 ,� : . !I C3, I'll =;Jz ,' L 1).(M I mi : E.D .�": : 1. �, , : - 7 XAMIMM-l" - i I ,- �'i � I I I �" 'Fil"41: I I . I . 11 I '. TOW, J L I . , I, "S' i EXISTOC POURED I ; 14.� I at- . I .. , I I ,� I .. - 11 . � Fr- - ,N R j;,. A& I . I-M) CONCRETE OR : I - "1�71 - =ZL L;...- I i CONCRETE amit - , I i -0 . ( DI � - I i 5 REQUIRED. : i 9 " " -, I - I I I Z. J : I : I A6, - ! : I I I um"', ) d RA ;l-W i �"-"- -.-. - , - . - I RAMNA" - � - ; :1 ., ft'- Fis, � I ""!?Ow 4ta I OF * It"t", I I L.".1 I . At , 1 � -I.i�F` 1 -�-1-4' : .QLC� of 5 1 . I I a 1/1 0 - NIFT - I WITOR 0 -1 119. - LVI . : ; - . "Ii.,.W 1-1 - � .. i �� I - I""-- I I 'O" . I ..,, - 41, IMMIN, . - I. "----n. - -W 11 I Z, � - �UMIFFRAL i I I -MUW ,mar wwr I W, I I .= ; TIT � i M * - (ID-0 I 4" 4 I � - ct) - cu , 11"NORFOR I I L I : I --- i IF. r - - L I I I I �1 = I : - I. - ". H� t" - . . , f i I- r=l 1-211 ,Ct, , , � ,,/",� X 1r, � - 0 ;I "."! -i:� I - - ., IIJ : I , , 11: .1 /-, - , (J�I.# / - I I M, I-., : xi.0 I /2' ;- ,� - I ; . : :- ,/1. -- , , ": : I i:�j? 7� W " E 0 1 , . I - / . 1. F.Z*1;"7L--= CUSTAK, POURED I" CONCRETE OR . i - COWC" BOOK -� EXISTING POVIFFID ED - : - I 4 1 ,�J SCALE I/ Rr�D I ,I I I SIC I' ME&") � I I- -" , I CONCRETE OR I I CONCRETE BLOCK ". - . --- -- . � : REOUTRIO) - 1,2. 6 ; __Z(.' � . 19% I 11 11 J=1 " ."Av- 4 I - 171V - . - - RM-IFIR. - I . jA � 11 -11 . -- I . ,CV;� CAU`-I. OR -, , "._ FOR IT . IE :1W Z ::T.. . '. a AND , ,, CONCRETE ANCHORS; '. , I , M . i (�) -* - "" , 1 . � , �: 'M an III, TAP - , - , I , ESU SONIVIALS ON (SU SCHEDULE ON ) , . - - 11102"IMP"I", Duff n 1. I SHEETS 6 T.90" 0 , � � glem 6 & 0) - I BUILQ,ii$�ffTING p9mPIP 4503951-11- 6 I I. ,-, ,x, OMEARR OFFIN, - . A ,�t// , -,, " -0 WALE 3/11-1- WALE 3AI- I' -- ..."LL 0~ 1,11"..- - = &= =1 . 1=0'r nus"HIG * NIV I* W" . VARIES . I 18' Lo. -� EDGE DISTANCE -`W"-"^"F"` M (D .. 0 I . THICK ALUM TUBE Olt I' A SEE SCHEDULE ON . CASE F tP I . . EXISTING SnXCO/ P I WOW PLATE SPACER I SHEETS a & 9) I VAX 1/10-1. - - � WOOD &AND --E I I * ;�, i � (D NEW I' WIDE , VARIES . 1/9' , ,, I - FILM III OR I' . VAF4 S � I :, ; FOR CIMSM11011 Q[ SECTIONS: 1 -----7 LT��PLATTE SPACER ,,�: I . I TOP OF BOTTOM MOUNTINCS CAN BE . I - CAN BE I : I . SUIT , - , CONCRETE ANCHOFFS '. , I COMBINED IN ANY WAY TO SUIT ANY CASE E (P LAW 7T/41,/",s. - � .. I T (Sui ic.um -7 �,] L,LR : INSTALLATION. SCALE 3/16. I- T'..: .; �RACK 17-4 - - _L79---1.11. 14M " I I r 'R ; rl" .-I 1/1 A. - , I ��N, I FORM I , . .. - I.... �� 1 . . � . . . IF . - - NO POURED EIV o- --. 50 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - .01tem ANDOR, - -- , ..... . A 4 - OFORIP"iNar * . . �00=m /.F -Ma .. ,rL"*"FI 1 '12. Ra. CONCRETE BLOCK '/ B`X^ .. , ' " .2m ltnwI OFF, 20 GAGE GALVANIZED STEEL STORM PANEL 1P 3 M" r4oumm rum^, �. a : No 44isy '. 1 0-00N V X6 SECTION X-X I *: . . - C - - SCALE 3/8., - : * ,_I,--- -�*-2-�.:- - I ---- TECTION PRODUCTS, LLC. "/N/Mx 1 .. TE - - - > b,ilt,' .. S or� - -.;q-z , " I I L I E C 0 .... � "LOSAL PRO S , DETAIL FOR SPACERS REQUIRED AT TOP OR . - , - ,�/ .000, &.. AH smil . . - , - , DFAW. FL 1331. 20-176 .. Alow. -.f � 71 . - . . I PHONE, BOTTOM TRACKS ADJACENT TO STUCCO/WDOO BANDS - 0 ... ...... %jI61 N I 2 - �OFFNA. . ... (PIAN041-160, 1- CONI)OIT-am , AII, am . FROWMI� Oftwwa ft 111107 A:L tA-0001149 ne! 1-0 .f - I- 411 1 - I .1 I I - . UNITS 0,314 . �,�,FFCAA,URFF�M,, .M..'r 1� - " IF09 . 11 I - --- I I fRQDJ&"V,AI,I:AT10N RRPORT rJO, 21-11727M 2 IM Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William R. Mehner, P.E., Sorz Moroz, P.E. and Henry Hattern, P.E. and Report No. 021 9.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 asper section 1609.1.2 Difthe Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No 9CM-198 by CC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. 1 OKM-1 3i8, dated December 1, 201 0 signed and sealed by Jerry JackyFano. P.E. as per ASTM E-8. 2.3. BTRUCTURALEAGINEEMO CALCULAT]ObLS; On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Build Ing Code. Calculations prepared byTIlteou, Inc., dated 12/lB/10 and 08127/13 (for this revision), .signed and sealed by Watter A. Tillit, Jr., P.E, 3. MISSILE IMPACT RE.3113TANCE: Large missile Impact under section . 1 . 609. 1.2 of the Flonda Building Code, as per SSTD 12-99 Standard and TAS 201. 4. MND LOADS RESISTANCr:; 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on Sheets 3, 9, 10, I 1, 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 10 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Gatvanized Slasil Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. oliIIIIIIIIIIII - 1 , ,ij� A, 74'.��4� .\, Aa 1P....-I... .4 � f--' %., \ - , - - J - �.�OENSe' - V-- J . -- � , _ --- �, I I- -- --'.--f "T--FI .,. B , /i I 1. 7-Z 7111114� * - * =2 � - , / S . . . . . . . S F ,. . , 0 I. a .,Q� Z " ... A Ro`;A....",,�� '. 0'r,' 0 10 - e� ...... , ". , N IL , X", ;."'Z110" I I I I it Ill", I I T ' -ft", AII I 5-ESTALLATIOM Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3. 6, 13, 14, 1 5, 16 and 18 of 1 8. of Product Evaluation Document (P.E.D.), drawing No. 20-175. -0-MATERIAL CHARACTERLOJ1GS-AND . -SPEQELCATQH& Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 1 8, of Product Evaluation Document (P.E. D.), drawing No. 20-173. Anc ho r specif Ications she I I be a a I nd Icated o n sheet 1 of 1 8, o f Prod uct Evaluation Document (P.E.D.), drawing No. 20-175. 7- LIM [TAT QNSANDAC��FVM 7.1. Shall be strictly in complianoewith General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-17.5 prepared by Tilteco. Inc. and signed and sealed by Walter A. TIM, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete. concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. T11111, Jr., FIX, (Florida License No. 44167), President of"I'llitsoo. Inc. (Florida CA-0006719). 4!� . ......... Z .�.�. .�Fjr I V� J,�*..-' �\M&:'.-,! .. 4 .� - 1. I- - 41'. - I �' - * - J - � , . , 14-T67 '-. -7,;-� I*-#--,- * : I I WATIL1 I - . - , ' ""', ;0 "I O'�TILTECOADMONRE�CORDakP,E�REPC)RT.2OkGLWbAL.P4G N i ,O S. � G&VANIZED STFEL STORM PANEL k DIDING # M175 I REPORT * 20-072., ".- .1 1, .14, ,e!-.. ORI . \ V, ej * ........... ��:,F '*;,,', NA`1.'E.,',',\1i"l` 1/4, 2/4, 3/4, 4/4. 5/5. 7/5. *IW/10. 2W/10. 3W/10. 4W/10. +6/5 5W/10, 610111111 BE 7W/il _3' VAX_ - MXHM: FOR CONCRETE SLE SCIHEOIAX ON SHEETS 6 & 0 - r MAX - I* MIN FOR WOOD SEE SECTIONS OR SHEETS 10 & 11 I, MIN. a 0 - 0 6 1 -), - -- -- 6 - 7- .. - -- --- I-- - I D.M., 2D-(�),(D, I— I—— 0.(3 4)+ - ----,-----, -, �' - I --'- -! ! " ,:, 7-7 --T-T--!--7- 71 I ! - ! . I , I ---t- 17 i : � � - - 7-1 - , I i i I (�. @-@ - (�) I 1 1 T -1 -- FTF 7 I i , I � � � I � i I , � 11 � I ! I I I - i � 1 1 i I � I i � I I � i I 1 1 ! i i 1 1 1 � � � I � I � � I , I I . , : , I � I Ea � I � I . � � - I I ; - I , � I -A � L , I � I . - . I � i �. ! t I L 1 ; 9 , I I T I ) I � 1. I I : ' I I-, � 1- t 1 1 --- 1 1 1 ! I i �� i I I I - � � - I I i I � ! I .�J - I 1 1 J � Y f i ! ! I I(V I i � ` , I 1 I- � � . i � ; , - - � - - - - - I I I r., I � 1 i ; i 5 i 1 I . .. � I � - I . I ,HOLTED PANELS W/ 1/40-70.1' I-ILTED PANIL. I I �� . 1 , I 1 I I - 3/37- �, I �.S. M.S, Sal W/ 7/6 (SEE SECTIONS AS : � I I i APPLICABLE) i I 1 ! i T WRIGNUTS 0 EA. OVERLAP � 7 � (SEE SECTIONS AS APPLICABLE) I i 1 I 1 . I ! I . � �' i l I- I i : ,� . - ! 1 : I � � I � i L � ! L - . , 11 i t. I . . I 11 I , : I , - � , , , , I I- I i � � I � I I � 4 1 i i i I -I I I � ED I , I I � I I � ! I i I i � � I I I . 1 i ; j � i � : 1 1 i i i 1 i I I � I 1 1 1 I I � I i � ! � � I I � I 1 ! � ! � i I I , I � � I ! I � I ; - - I - I . -- --- � � :; , - , , -- - 1 � : I _ I D.M..@-@.(�)-_4 � _ iti" 1 1 1 1-4� 0 144 � I OF I 'i*' I 1 � 4 1 9 4% I ,9, I OF 12i �o I � " 1 ! ; 1 1 @,&4).@-(1COL -1 -[�-6/5 3. MAX _ 7 7,7T 1/4, 2/4, 3/4, 4/4, 5/5, 7/5. I' MIN _00. IW/10. 2W/10. 3W/10. 4W/10. SW/10. 6W/ii & 7W/1 I -- I - ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS ED & 9 - FOR *am SEE SECTIONS 04 SHEETS 10 a 11 LS & 64 ELEVATION N.T.S 2-97' 1/4- M. CAP (MOM OVERLAP -1 WHOLE VALLEY) .,D,.FJV li, i I ie=�M!'S, , IX - 1/4' 1 - - - .,/-=N- �� - 10, 1. - ..... MAX GAP L", ,�-,... fl� I h, .. - 1 (�) .. EN- ..!I0 % FLORIDA BUILDING CODE (High Velocity Hur cone Zone) . . . . CA), , . . : .... -. ,wFzF% ftxm INC 1P . o 20 GAGE GALVANIZED STEEL STORM PANEL � W, * , - -,: � - I . 07/m/� SECTION A- - �� ATE b�Fii - '1--l' - \ MOBAL PROTECTION PRODUCTS. LLC. aUt 1, NJS .. .. * 44J 11LIECO... FER 5, IF= 4. C V - , TV A Q 'L �, .. . Olttl)FFA.;� -,",-, 1. -41 -zll )-time.r. (O"A.-P . 1. =�V- NHRNI I. _ A 20-176 ,iki)�A,&,,i..U,ft/W?T I -- - - - � ORQ- ... CA -00"" - 1- ORMONS - �I IT ! - 1 - Of m I FEW ... 0`1 I - i . I - I IT - I I . i I I INSTALLATION INTO EXISTING DETAILS FOR REGULAR PANELSCD & (2 STRUCTURES - ANCHORS FOR CONCIFIFTE SEE SCHEDULE ON SHEET 0 POURED CONCRETE OR CONCRETE BLOCK SIMED CONCRETE I ii. M=TWEL. :r - FOR WOOD SET SECTIONS ON SHEET 12 - CONCRETE BLOCK REOUIRED - CONCRETE ANCHORS ; WE safAtut am REOU'RED IWO T" - 9 *VMH REQUOM I W.":u".01'.4 3' Mo. - 1. - II,, 3. 2.67' 11-1 (MIN OWAAP - - I W"M 1, it wa Still I * MITI I a - F OFF I SHEET 91, IL DA SHM 91 1� � SHM 9) I , 0, DA � r*'K - I I ; 0 , 0 1 ; 0 � fi� ; 0 I I : � ,,, , , , , - � . I , ,, - J - 0 ; I I , \, ---lc 4 . I., � I , , i I 1 I I I : � � , I I , ; , � 1 1 , � 1 � . I I , - � I 1 z I � � I , , , I I ,; ; I[ 1, I -Z� � - , 1 , I ; , I I I I , , i � i �i � ! . �� 1: I , I : � � � : � , � : I ; , , , 50111 f�:, � ,. 1, N �1' N I � � � 1 - j I � " C.D� I : : : � I , : 1 --a I E.� 1. :,� : ; . I . r --a � , . , - - � - ` I I I I - � I- I . ; � I --- - . I I I I - -1 . I I I I � - ... . 11 I . . - -- � ` OF 'L* MAX � I I I ". I- m:. 1, I I ! 4, ,, I . - ".,," i.,� "i . ; I I , � I JI: " ", , -F�, �%, , , . � 1, I 11 I - - �1 I I - : � ,;.-�-ml- - �: - - * -. I - � " as MIS ./ � -- - 71, � � "' � - -r I - , - 4 I I I , I - � I I I I I ! I I . , I I I I ;X . 313r . : � Haven I., , , � - - I : I � is : - stiom- - Nii� f (W FRNI- - ; � a --V i 1. IT . AZAT . - � ; ' 2 � - - - I- .%Mr. = - I - . �4 11 il i - � : III I 4 � � I � vIeFeLW, t � 0 74 ., I I , , � " - : � � , - .. - i � -14 I � I . - 4) : : I �' 4 - . i I : 1 , � I J i - - I . I � � I I I I .:I , ; � , I I , I I I , . I � I I � 1 i I ii . 5t I :,/.-FF-EcH. is , , - , (� I � 4� I g I �'I.-.-BN'. :.. BMW ./ � wv'.-�+Iis I � I, , ; , , , � I i f, I i i',,.-.-Z*F-, :a�� ." � (� ; I . , i 9 - 1 , , � . , � I 1 i I , , , 1 � � : I : I . " , ; � : � � I - I , I � : ; � - I -T� 50Z Or -L' 'g M 0 - :oIiioeAP- � 1 I i , , : I ; :- RF� I I I I I , , I � . I - - ! I I I- - - ( I I � I . ...� I �'�-: : , 1 : ::! I , I : � - i -� , , � ;- g I 1 -- . .I- : I I , � I - I I . - I ; - �- .9 -1. . - � �� E� , -.--.j I -.---.- . I � , , I - - - - - I I �-= � � I =,� 5011 & � I ; I 50K. OF *I =,"Ll : I - 501 3-,`M... I . A WIM wtv 3. Q. - LM..6.@ L*:61-0" I. W A- I, " ,"% . I i OF 'L' � (3 . i : .1 " , ( I . . I I ; : - (I MAX , , � ! �, i: �, I , . i I L Of `L, I, - MAX � ANCHORS FOR CONCRETE SM SCHEDULE ON SNEV 2 - ,,�. I � . � ; : 1 � I i . I I I. " i : -(3 POOR WOOD SEE SECIIIIDMIS ON SHEET 12 EL -i ... , " � iww I I I I ED .. 7 �, , E P i", I REGULAR SMM lk Q ELEVATION "I, I I I I INUOa 12 " 4 �L I �. � . , , � : !tft,4' : "" T:�t ,,� !!� ,/I OF, , , I-E _ I I -- i. - E-- A i ; 1/4- WX. -7 CAR , � 11 . I I t 1/4- - I uft 7 .5oo* , I 1:1 1/4-0-20.�/41' , W/ 7/8'. /32' S.5 BOLT ONG Mir I '�:Ti I , ' I I rp , (MAE GROFFAR247 71-Olar WLLEYI � (D , -��- a I 2 ld Oc CONCRETE AhCHIM ;=AIO STAGOERED CONCRETE ANCHORS (SEE Socouis ON OW S043XLU ON 3"M 2) I/.- MAteat , 0 / rm Somok" ON S.W 1) I I INFIFT 9) wk= 00 � SECTION A -A (I)MAJI � � BLOCRIE an - -�� OR aG2, RiOL"m SCALE 3/32".I* *00UMCD DIRECT 61AR WALL MOUNTING -&OL.M � ,Q V" MOUNTING DIRECT 60 . QIRl1GJ NQUt WNG 95RIECTOUNra SCALE 3/8-1- l4UfiWAPQK . tml ItISTALL"Uti SECTION I 0 SC-LU11111111L.- NOTE FOR COMBINATION OF SMIONS, E.D. - EDGE DISTANCE (SEE SCHEDULE ON TOP & 90TTOW MOUINTINGS CAN BE SHEE7 9) COMBINED IN ANY WAY TO SVIT ANY I INSTALLATION. E (1) a) � r- U) -0 - Co > 0) C- -+- 0 -0 L- (1) (1) L- CL CL = 0 0 L- a - Clio -4--a 0 -0 (1) - CL C/) - (1) C= (1) = -0 0 C13 0 0. - CU -52 .-- -0 C 0 L- 21 C L -9 (D 5: M = C) .0 -*.- ICU LL ,,- 0 Cu > .Cn (n . - -0 a) U) E IN- a) -4-0 0 L- ca- C-- IIII m -0 40- C . - IS Cf) 0I.. < 0! 4 Z Z W mi " J � , ) - " �� I LI: 00 - CW C'4 -0 =. cu ,i5 :� L.LJ �- ED L-) , -=. C-2 ; e5- 9 C5 ""'. 01) C) r "I"""" : M ,-" C'.3 . . M 1= >C - ; I.,- C' ul 11 ... M C."i i.. III ." " = � , M 2 r1i W, W , -!L' =- = CLF . E - ,r,. C:F -5 �7( E-) 5 - 3: 3: oo I W .= .a! CJ W 5 = C= - cu = , T 1- -:E .Q VII = C- .!2 0 i'd - 1�! CIO -li.., " a) (D (cD- -+-a U) M > 0 L- U) 0- 0- < QD -6-1, 0 C =3 -0 (010 0 L- 0- 0 a) L. Cf) M L. Cn =3 LU 2 < :;-r 2-1 < -J 0- -.- - - I 0 - . .I , . SHEET NO. SH 1.0 I __ I 1 '11 Ir t1SHa1", TTL I M- 1 I IIPl, I I.: L(J'_- I_ I J!' I II 'Bill 11 11-1 111 1 II 1 II am Im71 ,, a •_ am4 e I I 1 I 1 1 I I I 1 [ppE fylftRq I wWArW aCn. � I WALL AM AND FLOOR MOUNTING INSTALLATION FOR MOWN. SPLIT PANELS NON W _ NRPIQ <aa .amaE a--__-- __ /•. saERe4n 1 4`1 � Mom.. AMaE�-P• ` -` - 1•- FA�w. •/M[•a-f• ,T T-- "j' ;. M. 1 ®. •io I,• "� f7r. ro".a'°himNlq l 1 1 1 - _ .�. 1 _. _L_ 1 WIUe _ r, ,. / •WO a ND I P ` I I� s 1 I CODE Of WALL • LirRI[IRMOI Oro/1 0 1) 41r'e lifraM a. 1 K APR='Aa4[ _ 1• -_-� - 1 OONOM•R al MOVE 11. Oauapppp� R/ E 1/.• MW' ED � _ aI► \.to� PnR aaaCOW lIMm . T 1 - / 1 I 1 I. I / 1 I I POU- t3>OIO AI 3 / V 1 3 .19.0 MNn 'LIED SUKK •en •'fir DEraN n'• Iw e0.rs rV rmel a wI P•I. -no .1MMMyDa M I r.rtit/Itio'-Y - M.-. YIM ��5 rfQ 10Yl 7 • M Y� IT,O- IDD A 60ttOM) [so[ OF WAu a AAe calnawX MULLION SCHEDULE � nl 3 a 1Peli • • •1 r.RKL-r Mp FRIp ��.1� ,- •56.0 µl.. 12fI�WM[ MAIM IAKA[R ANdlet 1A` _ tfa C"1 S A� ,rclarW I. 3. • . oOffN4an.• fl MP.. MULLION SPAN (FT) ' REQUIRED MYI, TUBE MULLION » S A--$. 2'. 1'. 1/6• 10 V-e• 2' . 4*. 1/a• to W-10• 2.. S' ' 1/6•. R 1' P 1'4• 10 r-r I. � U► TO H,,S,.�O,,��i f, -72� PR65URr MT1NG SECTION 1 67L DfL'R2 n g' ctGlL` FOEN TD SCALE 3/6-,' NMI. MULLION CAN ALSO K TOP W/0 STORM PANELS ON T 0, BOTTOM SO TH AI n 8 LOCA1m AT TOP OR 67T10M OF OPENING. (ONE PAWL OPb4FO OF/ ?UK TOP a BOTTOM) .'�1 - I,iri. -i�-Tr-r�r i7�_, I 1.'.X 1 • 2 1' 1 1/7� - - .:/1• 1. 2- 1 I No l y,. RAAN,d vM 1>Q W11aN i \ $ALIT ST M PANEL 0"ATON SECTIDM Y-Y SCALE 1/4•-1' yp pr MP•'La."NY11 SCNF FLORIDA BUILDING CODE (Nigh Velocity Hurricane INSTALLATION DETAILS FOR REGULAR PANELS( do hA INTO EXISTING WOOD STRUCTURES ,1F11T AIA1 •I61 -- _ FPe[^•e�.�• r ec •/y'w�7Po1 s r DIP • - �_YNILAMNWWn .. -.e �. /OrrPr"e� ,/.y w ooE • r ec , : , 1M/3 wN�1m6 • r ec V RAa�'� II _ -_ li b IPA PO A00Y••"�"P•fANw� - ' EIN,Fa 1N•� "ir _ _ _ � MDP.1 r0-n F,I ,M1P•IMI M/ Ma T•AeeNa. / �b/AM+AP.aN„uo'"�p"AFa D Mrle,Ai�FpYAa/,�� FwF ' 1P IW I• FML 1 i "'. • nr 2 2 FWWei Y tOPNN P IN411F/ IRK YR t --.. f-'_ _ I - 1 : r./ ine.1i I N ,I Ii'-, '�' T•" e ra I: M? ;'r. '�.r il. � I �fi aN•'ee�•Rs 1- � �_ --Or. i�'.j l _- I Elri �i• ( I �- � F�La'�r oi�•� 1 • a ,A• oe .} �{ -� � � � r�ppppN I td 7F,o�er111�1 B" � 3i1 1 � M I oM a� rN•O ®" .- I ORAL• I of 'tia• IrMIrS'Nwla ! Hsi n I ' I W 1Af I O •t" 'YA 1 Iy�� yA�yL�1�y1 9 N,HNa a ]INSTALLATION- ALTERNATVE !w 1/4• 1- E(A- f . ylA1• PC - 'qep ' rL' •aa1 e01 H 1 - I _ - •S I w�im� ,R rFe, Nun _ _ __ -. ./ 1 Me Y/ADFANO• A•.• -- _./�.'�N�/er4ylNn.W,1t•W,r®u __ INSTALLATION - ALTERNATIVE 1 W I r w aMWNnw11.6.f1wnP, - - - -- - rO�nAP01 Mn SNOW m - - - O'Y•PW11, M RAN rtB 1N6 ! FLOOR MOIlLIT1a1G BALL ! F'LaOR MDUrfTING INST IIAnQN - LLTEBMATIVE Iw 1HMAUATIONS - ALTERNATIVE SW MOUNIM (SECTION AT TOP I$ LIMITED TO +55.5-67.0 MAX. SCNL 1/4' . 1• INSTAL I ATALL N - LLTQIIM_ATIVE 2W _-_ - A.S.D. DESIGN PRESSURE RATING) SCALE' 1p- . 1' SCALE 1/4• 1• Y aWF 1 Mn•U,T e.4 I, �` NM r.r .•I .,v MAwaa o .HM We . .11101gYI .pan aWIIa eroI >•i FLOOR MOILNTING tlOifl. INSTALLATNNi - SECTION 4AW ",•Aw\NSIIIINNr11N/A/A WALL 1/4- - I• ,�fGA•A' T��4r,/•"ID',Sy 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS `P LIP TO +55.5, -72.0 p.s I. AND PANEL'S LENGTH UP TO 0'-6' � VCENS •':T 'c FLORIDA BUILDING CODE NI h Yeiotl NuMadne Zone 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN o70I0 M PINE NO. 2, W/ SPECIFIC DENSrrY OF 0.SS OR EQUAL. _ No, 4167 : 20 GAGE GALVANIZED STEEL STORM PANEL owlR, a1, * : (` `s GLOBAL PROTECTION PRODUCTS. tl1�K29 ND�-poR caMBwA7wN of $E'7, IaNs SIT E OF OC. 70P R BOTTOM MOUNTINGS CAN BE 'S•��'•. I RID �2!'?-a% i • N'OY►AIN ORAL OIL WO 20-176 FS `G �. �"' a. •, An rr 4Nea n a"r Plar[. (n.) FNI (p.)4w -s1s1 �)DIA COMBINED IN ANY WAY i0 SUIT ANYE.Q.-Ana mI m-wI ORDINAL N.. NAA$/N A� u-aaoa714 1•' INSTALLATION. AAAN 11N1 /�A' %rz WANT A GEM In J., 11 YmT 10 a 1a COMORM 414.m cokvmm ANOOR PDLFaD CaOU,"y _ -. •, .,�• 1.250• AEOaRND 1 7�. .SOD• ) �. POURED COMCIQII.._- RraARm I I TO' SEPARATION W � I`DR Ta was I TO GLASS • y/ / Paaa r PLO, • 12 VY oc STUD • u R/2 ac tOCf14)(- [yS� !/A•#.,- 111CIRE z 3/6• Mn (ENE ) TEN�I st�GT�¢l�. t./NONE (Stt TD a),C (iQ DET�,:) 1 DIG. €� POURM eO omj OR CONCRETE KOC. WAU WAPJRM ', . f ' , I 1 I CAM. I OONCKTE ANCHORS jr, (c¢ SCHEDULE 41 +q ' �a SSA -� / . AI'w�iwl zI van P1YMm 17aNciKW. CAM REDUIRLD COMM" ANCHORS WALL MOUNTING IBM 1 � ow-` INSTALLATION WALL AND FLnOR MOUNTING IN_STALLATIO - SECTION i SCALE: 3/6' - r - SECTION 2 SCALE: 3/5' - 1' N07FS ON L_rr e.rrTY cmau PAHi_ S�sTEM tNs7Auwrron 1 LIFE SAFETY STORM PANEL. CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANES. (ANY PANEL LOCATION N BETWEEN END PANELS). LIFE SAFETY PANEL$ MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS (W/ OR W/O REGULAR TRACKS.) 2- LIFE SAFETY STIR PANEL CONSISTS OF D.030' GALVANIZED STEEL STORM PANEL AS PER COMPONENT �' . SHEET 2 OF ORAWNG. THIS PANEL ALLOMS ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE RNIIIIIINAN J. LIFE SAFETY PANfL MAUIREE TOP TACK TO BE COMPONENT 0A BOTTOM TRACK TO \N BE COMPONENT®As PER sN[ET z OF TM)S DM1Wnc. COMPONENT ®WY BE INSTALLED WALL OR FYDOR MOUNTED FOI LAMING SECTIONS I A •CEASE }2tr: ED 2 ON THIS SHEET, AS WELL AS DETAILS I A 2 ON SH14. 4 4 ' J 4 Min, LENGTH FOR COMPONENT ,4®11\) IS 15'. I No Mo.. ANCHOR SPACING FOR COMEOMENI®ANCHORAGE AT BOTTOM 15 GIVEN ON SO4MLES A 2. SHEET 14. * •. COMPONENT MAY K PERMANENT OR REIAOVABLE TE G S SEE MAILS FOR INSTALLATION INTO WOOD FRAME W DNGS ON SHEET 15- a SEE SNErT 4 FOR DETAIL APPU(AIkE to THE NECESSITY FOR THE INSTALLATION OF ArN� A11S AAAt ONOL) SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WY)OO BANDS 114M FOR CONMC ANCHOR: SEE SCHEDULE oM NKET 14;-- non Worn SCREW. KS SECTION ON NEE, IS 3 - 1, z A 1w/15 +•.. 1/4 ?/4�4 3/4 a 1/4 1, Y k Tw/Ts r IL" 1f1111 1T1iIf 111( 1 �111( (DO PALTER (11flIi (PIrzR10O � IFIfOpR rV11113.) (NT04a{IFA"[t) (OO ANtI) 1 1( II II MVO rzLOCATION MNn3 i �I ' (SEE DETAILS I I a �' ) _ • AST e pa a 2/ /,, D/A 11A/A It/A ti A/A 1. 24 YW/is 1. 2 A MIT LOCATOWN I PAw s) ems 'p. 4) - - I ALTERK41T LOCATION . LIE SAFETY PANEL L AREA W/NO LIFE SAFETY PNgCLS KON LOCATION LIFE (SEE NOT[ ItoW) _ - I. REDUM PANEIs W/ OR - SAFETY PANT: -•j A W/0 REGULAR rRACKS (SEE NOTE , ALLOW) • lA5'T 00041 Oi TO K FOALED AS LILT SARI' PANEL PNQ OKNNO SWtl k0,A2 K POONKD W NG111 NANO[ l0 FACUfATT INSFAA" r IAEMOW K INTIALUED OR REMOVED TRAM INSIDE ELEVATION SCALE 3/32•-l' Goonp �,/.• RANI /Y/' CAP �- i B is f 1) I., �'ENI IxAtKw seE�wli"I ) SECTION 8-8 SCALE 3/32'-1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL, LENGTH "L" SCHEDULE AI..I.1 FIR. reM scan al0 •(Ml IMar -irrs s - sretnMc 1 mon tw. nM Cron A. a a al pMpA1K0R�IUpMgEAgSS.�D.L RA1f1a (P+T7 Me• ILMOM laQl R' ) 1NAM�a1 S� i0 OIAfL ►AN[L OWIXf10N A��fML��py of TWO +SSA. -7L0 1'-5. OR I136 3 1/4' UlDLTED I THOU a 6 7 .3&& -714 aI'-0' M r-6' WA 2 3/4' UIOOUED I DNU S a l .55.0. -72A a9•-r To It'-2• 6 - ."A -+6.o 12'-4. OR LESS A3 1/2' yplpgnN1 ' At OYERM9 0. r a to . WLTf6 W/ 1/4Y-2WI• SS M.S a WINGM T A OO4/P a WELDaYM OF PAI16- (IOLO ONLY FOR PANE1Sf1)A 6A R18TALLA71016 AS PER SECTIONS I THRU 7. ON DIEM 4 A 5) MAXAIUY A6a, DIS17N PIIL]IIxE MIND (Pa R J MMCIKIM R C"M SNLNO FOR ED. - 3 1/1• •• S[CIIOII /r a ACDM IlMN1M "I a OtM j MAXIMUM PANG I Loam EIPCOM - C p DI/-GRr CNx-N rAa3AIE fbA • PANaMAIX ryL6 _. _. _ TP 001R11tR 10 ODNCRI:E -• 0'l'a E - 10 ODMaTE1E C `1�1[ 10 001LTK1L Gala lF TO CONCRETE1F OO.alOt1IE a• N/A N/A N/A a' M/A It. opt, a- W. I (TOP) 6' M/A M/A .__ a• r 4'^ e' -- "/A N/. N/A a' .. M/A a• N/A b•.- It/. -_ I (10P) aR LESS 6' Y NIA M/A S' N/A II/A N/A N/A NIA N/A a' a' M/A N/A Y s' e' N/A N/A r Y N/A N/A 2 (1011010 3 a 4 (70P) 3 founcA1) 1 -3' OR LESS a• M/. %/A N/A 0• N/A _ r _. N,A _ - a- -- N/A 7 (TOP) N/A or N/A 13 1/2• 6 1/.- 12 in- 6 1/.• a I/ a ,/4, a v. 6 1/4' ser 94M to • II Mo ANCHOR TVK a sNV:PID FOR PATA LVNM Ono WOOD )IRIS OLMlOaMI WWk W AAONaM SPACPwf AMC MMIMRI EDGE O6YANDE ARE MWAOED 04 ila6 SC (VIAL FOR EO LESS LIMN NDI'AM ON VOEDUM AFWC[ ANCHOR 9%Cw m MLLRPLYM N'tONG 9110aw OR SCHEC IE at THE FOLLMM FACTORS. I= THIS OP 10M TO K POSWAIE. RNULYD LWOW OVW= U114 FACTOR PAU NOR K LESS ,HALL MINIMUM SPA OI FIOR Tm FORT -EACH ANCHOR "K AT "NO" LMEW 1/4•• 1/41 1p•. ,p'P AIOOI TIRE `NMI a T1I-� hi 14-9 OY-M Oa:, ••II •sM.a o...r Atil 3 _' a f A ! I Ip . ws IPA•, e-s. r PJ - 11/2 AK0. to R !xolea ..._.- .. _N J Ip' nu 1/4' ID. , 5/e' LOW SWM Re4HO W/ 1/4./-20.r SS Its, • a I/.- aC 101 PANEL LE710M LP M e'-0• Am 6 ,/.• O.C. pp roll M2wPa UP TO e'-r MI- DR I1-10 P I P.N LWrz fSW1E IO OR PA CLOVE e 12 I/2 0, C. wnw I 1 jE' w. 11011TAKp PEME7RA7ON ro HwTR FAIL AL MMCn6 u I 1 1 � � 1 1 L 1 1 an tonavour 1 I 1 1 i IaPlm 1 �1) - I I I I I I I I OM SPAR* • 1 / PoR w. j 10 wmN TO GIA6a 1 1 I I I I ro, 1- 1 L 1.. I.D.. $10' LOW GRASS a d-M 1 W/ 1/41P-3ar SS 103 • 6 W.. OC I' FOR PArQ LOOPS N TO 5'-A' AMC 4 I.1 1/ ' O.0 fop LM" Up TO O'-a' 1Ao.. r.. ,AAW ae /14-10 7M/IIWAR fCwf O OR AaAAW6 I i nwuw,E Paw B l3 1/! 0. a Mm 1 ' !' 1/5' IRr. 1M1fA0m PITT✓tiMibN AF ALA I LI M tkI w6o0 PIAI[ f0A ICI Au EN0/M9 UP 'a m e•-r Mt DIRECT INSIALLAM VE SCALE 3/6-1' INSTALLATION DETAILS FOR REGULAR PANELS & INTO EXISTING WOOD STRUCTURES ,: A1•i 4Y NRM a 4' DL W � I : I J a/iDl4RMMD+(-� �,•r la. -;'a I I'j '1' EDI to EOl. E� .. a�nlMrm 1 II' � Lia7 w� 1 9 ALTERNATNE I ALTERNATIVE 2w 1 SFJME 3/e-1' smr 3/6-,' K[ 9KC - 10owE ON 57 6 I ' TO 1 E".T,',,.MfR1Lp r ED, ' V P 1' E0to 1 _- EO - EO EDI / Ni•IFDR -� $AGU. At01W1m 4 iI /.n w %dam oPr"i,R.TbN ALTERNATIVE 3W ALTERNATIVE 4W • MRIR OF PATE. scota 3/0-I' SCALE 3/6-1' NON'Q[D: SHILITITII R TRAM lNOT oSHOWN "MIT CLARITY S lLGD3, I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 6'- 6' 2. FOR NEW WOOD FRAME CONSTRUCT,OK WOOD MEMBERS 70 BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION i 17, as ri I M milli STUDS 0 Eiom ) I I OVERLAP To HOLD PAO)HG[L) I 1 _� 0 SEE s" INTERIOR PANEL END PANEL Oil "GN�IAF FOR ll SCIOR M L 7 3' - TOR YaR. 3'AMOCO ANCHOR - OR DIRECT MOUNTSPACING V-3• Mn. DETAIL 1 • WALL MOUNTING INSTALLATION (APPUCABL TO SCHEDULE 1) SCALE 3/Ir - I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (pa.f j AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT C) FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES cSruf-Mn F_j_-lMIW:.. WAIT MOUNT L'QIOITOKS LOP A-BQQTTQM SLI.D.--:j1:2_ STUDS 0 EVERT11 - (12 112OVERLAP 70 HOLD PANEL 6/i• urn, (cam 1) L . - - - 4__ - - fo r_- r i t 1 - W 44A. TAILOR a Tw-Dw I "IT -a, I PAOKIMW MINE I IAYEILNTE Rw IsixoHn ` DESIGN CoNsINATTION MAXIMA - MOON 1' (M1I ro TOMtR(SNKING COMPOSITESUCC COTo CONCRETE00, R. ILCONIOMTE WIr0 WIOIETf .1=0 -&- COI,CRFTr Of 6' N/A N/A N/A a' N/A 0' N/A a- N/A 1 A 2 (TOP) +55.D. -72.0 9. 7' 9' 9• 9' 9' e' 4' 9' 9' 1 (BOTTOM) S'-0OR LESS +55.0 -72.0 8' N/A N/A N/A 6• N/A r N/A 6' N/A I a 2 (TOP) TO T-6• 9' S' 9' 6" 9' 7 1/2' 0' 9' B' 0' 1 (BOTTOM) a N/A N/A N/A 6' N/A 6• N/A 6' NIA a 2 (TOP) +SSA -re.D 7'-e' To r-6' B' 4• r6' 9' 0' 6' a' 6• a' 1 (BOTTOM j[;M;j,r a 2 : FIWI_fLaENR IIIOIJMI Co/OffxXNS AT BOTTOM it, L.O. II/.MI/M1M ASA, DTSDN PRESSURE 1 (Saw a vw e. FROM TOP 0 MYQ am 1 (CIO • r w ARCM w Or ArAU APPILW AKL TO SECTIONS / at COMBNATIO MAXIMUM PANEL LENGTH 'L' (ft.) TAIPCON _ -' - PAIRb A, OF THEM N92 -BIAS 3• y 4 1/2- 4 12- 2 (BOTTOM) 7--6. OR LESS +52.6 -66.0 3' 3' 4' 4- 2 (BOTTOM) r-a- DR LESS +550 -72.0 2 1/2- 2 1/2- 4- - 3 1/2• 2 (BOTTOM) 7'-6' OR LESS r55.0 -720 2 T/2' 2 1/2• MIA NIA 2 (BOITOAI) 7'-G' r0 6'-O' +56.0 -72.0 NIA N/A 3' 3" 2 (BOTTOM) Nurrlcons ALTERNATE LOCATION AT END PANEL :1 ea 11, SEE ' I INTERIOR PANEL -ENO PANEL pp B SCHEDULE -` SD1mULE J --3 0 3 MR � 1n TOR - 3'-,-I MN ANCHOR MUA ANCHOR SPACING SPACING T'-J• Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION _(APPUCABLE TO SCHEDULE 2) OCHE 3/ir - 11 MAXIMUM A.S.D. DESIGN PRESSURE BEING s i) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE m ICE .�.r �v j() S[C1ON5 I A 2-yjDI:S1�F�R..1)FE SA'ETY STORK pANFi e�i(�,aNrn 131. MARITAL Ara oolM ar. IgAe1 ww1H NrlKrAN I•aI A+7.) 1' (w) tv 4aR,o,11 """,", 4Li DO M10a •SIDS -71a r-4• 1 3/1• uralm SET Ne[r 16 FOR AMCrOR TWL a SRCM6 NOR OWALLMOMa INTO ,R300 rM OULOM MINIMUM ANCHOR VACNOS *0 MEOW LDOE DITAMCI ARE NDOArzO ON 7H4 SCKMT, NOR ED ILL= nNNN, PeROTED ON SIMDUE RmVCE AMOCO SPROW OF M iTR111A SPAOMO AOAN ON SCImUE M THE FOLI.OWPO FACTORS FOR 746 OPERATION TO K P03SOLL REDUCED W.CMIG oeaINED Low FACTON Do" Nat K LESS 111N1 mwmm VIACOM ONDICATFO FOR EACH NICHW TYPE AT A 04 M LOCI ND. /A'P p'• 1/4'P 1/41 $Mom Tow -V.•P Ne'LMW Puau•aE )MOON a s•47e cox-N... - - - w. ARID I/0i Al 3 3 , 3 1 1/2 c,we4� A) a a 3 3 a AIMS sA. INK OKNVC ROAR Ito p Im NSF'' ✓'� ' No. 44167 * FLORIDA BUILDING CODE MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n k ) INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES A.un n•Av Frio va nS nr 0IMSTYIATION11 AS PER SFEMNIS I THIIU 10. ON SHEETS 4. 5 A 91 MAXYIAI AMOK 6PACM FOR LO. - 3 t/r w IaAW1111Y A.S.O. DES" TAKON G1 IAP-GL1P CAN-N POKLAWTE IEMN.E b PNUMATE PLUS SOLO SET AP•LIFJKE to UCTOS I a 1MupMUM PANEL P1455U� M7NLC m caMDKTE _ ro - s ro cor cRn[CONCRETEC m OFIC1Krz TO iD To caNCA[rz M` �[T ro to"cR1[ m XN(T Io WNCR[rz TO C� An comomeOK or 1faM tENGiN i' (ft.) r N/A N/A N/A a' N/A 6' N/A -r- a- N/A N/A N/A I (TOP) 6• 4' N/A N/A r r 6• I 6- 6' a- N/A N/A 1 (BOTTOM) 6" N/A N/A N/A 6- N/A 6' N/A it. N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6' N/A 5' ` N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5, -72.0 6• N/A N/A N/A 6' N/A 0' N/A r N/A N/A N/A 3 A 4 (TOP) >7'-5" TO W-6- OR LESS 6' _ A• N/A N/A 6• 6' 6' 6' 6' 6' N/A N/A _. N/A NIA 3 (BOTTOM) - O' N/A N/A -_ N/A _. 6' N/A E' N/A 6 -- N/A 7 (TOP) 6' 4' N/A NIA a' 6' 6' r 6' - 6' N/A -N/A N/A 4 A 7 (BOTTOM) N/A N/A 12 1/2' 6 1/4• - -12 1/2' a 1/4 0 1/4- 6 1/1 6 1/4- 6 1/4' N/A 5 (TOP/BOTTOM) 50.0, -M.3 N/A N/A 1 12 1/2' 1 6 1/4' 12 �/2' 1 6 1/4' 6 1/4' 1 6 1/4- 6 I/4' 6 1/4' N/A N/A 6 (TOP/BO"OM) 0'-B' TO IV-2* 56.0. -72.0 N/A NIA 1 6 1/4' N/A 6 1/4- N/A 6 1/4' 1 6 1/A' 6 1/4" 6 1/4' N/A N/A 6 (TOP/BOTTOM) '-a• TO 11•-2- N/A N/A N/A 1 N/A N/A N/A N/A N/A 6 1/4• a 1/4• 6 1/4- 6 1/4' 6, 9, 10 (TOP) 43CRT^ -48.0 6- 4' N/A N/A N/A N/A N/A N/A r 6_ 6 1/i 6 1/4' a (BOTTOM) T2'-4' OR LESS �� _ r _ 4• _ N/A _ N/A N/A N/A N/A N/A 6 1/4' a 1/4' 9 (BOTIOY) N/A N/A N/A N/A N/A N/A N/A N/A a 111 a 11'4' 6 1/4' 10 (BOTTOM) SM WCETS 10. 11 AND I1 FDA ANCHOR TYRE a SPACING FOR IMPALIATldtS INTO WOOD FRONT aIM1OOR MNRIUtI ANCHOR sP*CPM AND IA14MA1 CODE DISTANCE ARE INDICATED ON THIS SCMMI TOM ED. LENT THAN OC"J[D co, SCHEDULE REDO[ ANCHOR SPAT" N MNLTPLYINO SPACANO S 01%, ON SCHEDULE By THE FOLLOWING FACTORS. FOR IMM OPERATION TO K FCCME. R[CXCC SryC4A OBTAINED USMG 'ACTION LNLL "Or K LESS THAN I OMMUM SAACNG W4IA110 TOR EACH ANCHOR WINE AT ANCHOR LEGEND. 1/4'• 1/4". I/r• 1/11 1/O• Now TOPIC1/4'• "wool v TAP-w ProAAl0 Aw 1. au-N Raw -ITT YW AIOdA 9K•O Owl 3 ] 3 3 1 A - , •4AK,,r,Mv o..wlM (N•) - 3 ] ] 1 1 3 ,n f - 4 3 ,n NPA,•N AORR EA GIs DOWN" r A -D 7 0 R _ _ m _ o.a u - INSTALLATION INTO DETAILS FOR REGULAR PANELS EXISTING WOOD STRUCTURES (I & A - t I,t /f1-10 PANDJM7E RUs --i U-10 PANRIIATE PLUS �''' e , .• D.C. a/ , 7/0• II U-ID PIIIIELWrz PINS 0pECj�"O t0 m TO - [xBTNIi woo0 NFAOER woo0 1(Ap[p IIEWIN(b '' MiEAD[4D ION ExKTr/0 wooD HGLO[IR EJOSIM WOW HEM"' 1 I 1. 1 '. � 1/n/,N.3/XI' ' .iI RAI • 1A,ti.3/a• •. -. 'N'Nwe • �w/aY mom SAIDv I WOOD HEADF,W rlm, SRO • f /•• aC WOOD HEADER 1. a I/.• do QI Y ` M• I' ► 1/•, oa n , ,'!I REOUNKO REOUIIILD _ srr SDWA,A3 0" 1PIELi a � m erA�lAa o" s, R I ' KI slim aT ON aetr e ' FARM w. MAPAN ro SARI. Fa MIL SDMMiOM s ro o1Au. To. Da w TErAM/KN r0 I11ASs ' p'r 3K1• fr Mm. PANEL LENGTH (TEE NOTE 1) F ' - IbA. PN1C7 IrNQM ( _ YS ii'• ILIL 1' (SITE NOIF I) I M!~li.�. . , �1•�IFII,�aI(RM �l � p Mw PANEL LENCTII (SET Merz I) 0 el tIR Mn . aaT oPEaAr I , ' j i I .. • Sox !Of Sox I of Of 7• OF 'L• I ® MAX AmAgltif CD 1 j. ('l `f I 1T7g1 i�ati s" - I KO MII • L- _ =/ar '�' "� I J I is WTI • CO. �. SNIT • • 1 ,/3' 0C. � [p 12 1/Y kc, T I .. OTC i ' Rr. r . • l_ • I, 1 1 ( M ' EI'O ) h II 1/i0 LAC SCRE" 2•.1' WOW ^uTE If /14-,0 IYMELWIT RUS 1'+4' WOOD PLAT[ KOUWED ,I V6yt REva6� PU .. ... i PENETRATION AT KOUNIED - i e 1/.• O.0 W/ + 7/B• EGM MKWON Of RATT THRFADF0 /QN(iRATON • 1 4'I W "RERS • J . I!� MO LOIN OF PLATE `. -' w/ - .A , 4�T{gO.CW..,�STAGGEREO 1 IP'El lTgAM110p 1 I nnEA��FV}} ��,�I��/////SS\\\ 11'' YEOiYLJYL�Y:LAa4 /rS\6A3, /1aEADED AT YbMNTN 0 PLATE DIJIIECT MOUNT J INSTALLATION DIRrCT h0lj� Iffw MOUNT INSTALLATION NDTF6: SCALE 3/8-1* 1, INSTALLATIONS FOR ALTERNATIVES 6W. 9W A 1DW ONLY VALID FOR DESIGN UP TO +43.0. -46.0 AND 111111NIN///y - p. TICS/TA BUILDINGS WITH kS.O LOAD$ o.s.T. A+LRI PANEL'S LENGTH UP TO 12'-4-T•�'t 2. FOR NEW WOOD FRAME CONSTRUCTION: w000 MEM0EN5 TO BE SOUTHERN ,-••"'•••._y JGENSF '•.P PINE NO. 2, W/ SPECIFIC DENSTTY OF 0.55 OR EQUAL. g �P,•' FLORIDA BUILDING CODE (High Velocity Nurrleans Zone £ No. 41 of00D'x�o. "E 20 GAGE GALVANIZED STEEL STORM PANEL Fr MA NOTE FOR COIMNATION DF OFCTIONS! _S t * B*: ORION ar TOP A BOTTOM MOUNTINGS CAN BE IN coM01NED IN ANY WAY TO SUIT ANY z-"'•�- ' ST '" '.�� eBBB'eee,.,��e GLOBAL PROTECTION PRODUCTS, LLC. e7/K/aoK INSTALLATION. 41F;. •-A./�ZpZj • AMY OM1E. rL =I. 20-176 [ '1'IA S$) AT u FFw d•q M N4A 1rI1M m -I.-I.- w ]n• -.� t PI_1W. TL.. o.o PHONE:(M)M-1SIL not, (f 4)NF-OA DRAs.M ,I,. •" AA1111 11Jr.. IIININ L 3DAAwIMJYK/D\W PALM A P.E TA-' - NRI ,r w K , ,/r w (NMI (SDI l K,. 1p4) ONSCHIEVAUE De FOR MII S1P4MTON m CLASS INSTALLATION DETAILS FOR OPTION j, 1 FOR LIFE SAFETY STORM PANEL SYSTEM /.. LAG SO.Two a DIG. W/ INTO EXISTING WOOD STRUCTURES I w TMIAM MEME MTbN ro WOW reAOTR eg{ it lil col a ED, a - F0, I _�'-_. //6e .•33�� RTAUaKD �Fj REGIIRL"TOA°M' WWIf�'MI VU0 a '1• 1grDD ALTERNATIVE 1 ALTERNATIVE 2 / .11,• wnec W ' t0 • 17 I OC _ E01 H y.... TO' Cal ED EO1 + - WOOD RAF[ y' RCOJMED REONa7 �`� 3 ALTERNATIVE 4 B D•. LA ' ALTERNATIVE p,M. il' ,per „Ia • r 0, W/ W/ I rn' m PD w. TIPEAOm W WvowM 01 pu.4/r g1SIAK v oz I/.•.-20.1. 1. Md • e• oG ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS O 1/IY-m PAE1ANrz RAY[ O OP PAKAAtT PUA a I' ox W 1 112, w. SCNC 1/a' . 1• r,woOO PFNnMIOM ro ( SMIRKED, Mrz AM. 9%MER TRROrO NOT SHAOr1 FOR mom WALL MOUNTING INSTALLATION "�;p�Tllul ALTERNATIVE 1 •' R '•. SFAS a/r - , 3Q� ��GENSf 7 FLORIDA BUILDING C( _ No. ' .1ma MID= RID 20 GAGE GALVANRI I. OOMLATOS AK ONLY VIVA FDA BLxLDaICs ITTN AS.D DESIGN LOAM w TO +56a. -72.0 on A/A PNel'S LLNM top m r-r. ST OF ._ W <-- � E.. .�.�=-. s /Lp •., . ` R1 - /� 7L E C 0 ING. ff GLOBAL PRGTA 11 2 ICI NLrr WOW IWIIIE CdNSMUCIIOM rH000 MiAKl15 TO K soLmERN IOWL • 'y�tA'$ 'of '�.�r:,•.Zf-.' , '�!/� Tarty Tiorn.0 DYe "I N•. 2. W/ VWFIC DGAIT Or o.Sa OR ,AAAASNM RTI/INN • -r /1.w Io Wti •'wteaWaGaNtO"P E1 P1OL taM)a16- ^W W V! W cu > PF ♦ W 4 �[ U C_ O CL .� _0) U � �t•� :t o ♦ V Lin Qi O LL. > .`n 'a E^0^' O W i_ EC f M n . � //I V 1 a z z w J N C:, Q CIO 61 fl 04 c.i per„ I-r C.7 L,i 'J m ;1•r • C C.3.. • H fC ..t:'7 N Cy Q CAI - ..�.. -4 N U ..�-• .IVY. a ; a: N ; ,.- L JIM 4%R a J= " too I-- lTJCP O W ICU L U no p Cn SHEET NO. SH 10 I 1l 1 ) I i'fT I illwllY'(R7111i0g _- il.IIEIL ! "-11 11--- _ - - 1 11 _ q 11--- -' .ANCHORS (SEE SECTIONS ON SHEETS 17. 13, 19 d 20)-.. 3' VAX. 3A/17. 11A,/17. Will, 3WI7, •6/17. e9/16. 3• YAx I' MN, SAW/4. 7AI A 4W/10 610/16. 7M/19 A MN --- 1' MN_ D.M.DrC4) O O O O O O b T1 if 01 w� c7ER• Mr'~ wtI I 1 f o '�� ""m c) Dw0: I � t/f W[t• ROI61 PrtL ( •'a• _6aLn R/�nY . J/y' - '�'• wIw.OH --' i I A PANEL LENGTH (SEE SCHEDULE) �nal a LPc wrn PAMB e0T0Y l'OANIW )rJ� 1 1 - I�oW1R.r- wAo Na a 1[R a R9• Malt :PKIRA: �. l4Ax 3A/17, M/17. 6A/1R �/17. 48/17. TY/16. 1- IANN, M111/16, YAW/ 1S ! MW/10 EXTIERM pe'/H, 7W/19 9 WN120 3- YA%. 1' YIN. - ANCHORS (SEE SECTIONS ON STREETS 17, 18. ,9 a 20) - -- OPTION #2 FOR LIFE SAFETY STORM PANEL(j) ELEVATION SCREE 3/18--1• ,!.• NN OA oeI NTJpF/ 1 weL[ w+[Y) urt Elr[,Y 01-0 Out_ GAP uO - -MRM- SECTION A -A SCALE 3/t8•_t• 1 6 • I ..� 6 :..L 6 MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (Ps I•) L (I1•) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 a'-8" 2 3/4" UNBOLTED F'3 VCEN '.�� 1 No.44157 #t ##p :• L�09�•. "10RIO�3� PX 1FJ4./51GNAi11R/O,tt FLORIDA BUILDING CODE NI h Velocity HIM come ZOn9 Mwo x,[w. Nc 20 GAGE GALVANIZED STEEL STORM PANEL Do" of R/NV=30 GLOBAL PROTECTION PRODUCTS. LLC. L r•M a.. a, STREET FL M.XRv-9N7 20-176 a'm"-,w ''.°�c.'o°Em a GA-000g1a •lore: lM.)I4w71MIL TAP OwWNr W 1 M ,.7- n_•" _ _ _ _ mm « 0e M (Tq • TYAUT W " eAPA , I INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES W000 HfJpER FOUO HEADER w000 IEAOp! - L r100D HEADER "REWIRED - REOVrfO RFOUYIREp�I ''REWIRED { I lt•• TAPC-0N • r o.c. , lt•. TAPtX111 • e- Dc. , 4•• rAPcaN a Y oc{ 1 4'• TAP,X7N • e' o.c. /1 /1 1 F / P, 1 7• MR1. INP4DED lE KR. THREADED 1 I // n '�I'I / /3 1HIWAp[p I'I // /Y KN TatE/DED P(IWTRA PE1KlRA PO.[TRA 2. HEADER J t10N M W000 � kk. I ) r'' INAOEA TON A7 WD00 Yb. _ _ � � CXa1ING M EONNIaA MASS ro PM E•S OUT, PANS LENGTH 10) ON SNSi 1Q •L' NOL I (WEE MOIL 1 ALLAY)WPANRKPI PAREL LENGTH GLASSS S HI INNS ODES _+ nu /o4fPAE - r j '�J ��. (SEE Nam 1 Brum a GIST H, 1!•••-20.1' . 7/ Y.S. 11rJ 3 J2 WIND NVI l WING - .. �R TION AS I W000 �I �R 1 TqN Al MOON MIN 7' M. �� L9NT r �`_U CEJM. r111nNc 1• W7. nWE I ot, a0•PA[ PANEL UDHGTH r a TMar, ,a) (SUS NOT , KlOG7 , 1' IN•. PANEL. UNC711 .V - •i (SEE NOTE , K)-Ow) 7n'r . 3/32' , 1 iI 1 la1�/4N•.c.TAwPCOl N I9; /2` - e t... I PEi1ETn1no. At ± '611DwarH OF PIArz( 6' \-V i �5. � Be { f {/•�� CONT. 1 CON' `•i 1 I 7/6Y.3/32• wRK NUT 1 3/32' WIND NO r ifeY . 3/32HEa WV4 WISR 12 t/Y OC. - WA6HEN a /2 1/Tr O.0 i. "A MASER (BEND) �I L/4•I TAPCON a 6' O.C. YY /APCp1 • •' ED Oc. I' _ IJ1'r TAPCON a e' O.c. STUD, --1. _ __ (47ADpEREp w/ TRIO) I'l4TAccDw! w 1 ' 2TIowAi wDMD Hr : 1 1 TGNI'NAAT YREADED . - , w I 1 7� M 1/ M THREADED 0/ PLATE j I -- THREADED ._.', 'y. .. _46 MOOD PLATE z'SIR• wow PNrz �H Di PLATE a RATE IEQAIE gEOUPI(p PLATE 2_g RODD PLATE A11ON WALL MOUNTING INST61ILLATION WALL A= wA�u��MORKD ALTERNATIVE 71W �� scar 3/e .1' 0 LIFIE SAFETY PANEL N411TI SCAB 3/e'.1 WALE 3/9'-1' SCALE J/e -,' P• e� •'`EN 1. INSTALLATIONS ARE My I%D FOR BUILDINGS MIN ALOADS* SD. DES" LOA*. V 4 •••�' FLORIDA BUILDING COI UP TO •�!, -72.0 PST AM PAK1S LENGTH UP TO V-B- : 4 157 ltamo 1aRCe. NC N0•: # 20 GAGE GALVANIZE( 2. Poo NEW, WE r. WOOD MRommuCfDN wow «CYDERS To BE 3oixim N `.. - / FINE NO 2. W/ SPECIFIC DENSITY Or 0.65 OR rOUM. �'. STA UC--� � > 9B a /N�. GLOBAL PROTECTK B VUL01214CIZI 991 699 ES L •� 15 196• (TOTAL MOTH) 1 _ .-.. 1/4 12.501 (EFFECTIVE. WIDTH) ...... _. _ _. 1 3 _ ... - �0 �pp � ' `L�`�a_aa•1 D OW YN. THICK HDAMED "MAHIZED STM EDGE 7.00D• 2 TYPE ASTM A_SS3 EDGE 'HEMMED TRADE so Mooku VENAL A_,T- T �.➢ETAA A 4ed wbo CALv -1.530'-� STORY PANEL PANfI.'S IND UP- M/ HOAMED ETXOE. / 1 � 0.250 HEMMED,_ , ISOMETRIC VIDL A ROUNDED CORNER O ENDS Of PANEL'S END UP W/ HEMMED EDGE. (N T.S) ~I , I N VI 3" Max. --I O7 3"'W(Max.) ALUM. ANGLE 125' 1 'P 2.rm 125-.7S0. �I O "1 TRACK I r-- -- 750• Des' (77P) ---- -- 730' .7 STO BOISI Alum. ALLOY 075• 2 SOD' 70 3.e00' 2.244' H J 1p L 1 250'I. U2 REVERSED "h" TRACK t 25Q' 7 I el3•I t. Q' j J.750' Li 1 nro i OPAN PaER 1 1 4 6061-TS Alum. ALLOY 1 I 20.3/4-SI YS. W/ 3/32• WING NLn I (KYoND) ._2.391• -r �l. '..r-2.250' I( I of 07Y T *rP 2 500• 2,244' e � 9 OE REVERSED "U" TRACK i 25' 1 zoos' © 2"TE5"jMaX,l ALUM. ANGLE FLIDRIDA BUILDING CODE 00ah Veloa(tY Hurricane INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES Tilt- TAPCON ANCHORS 11,4' TAPCOFI ANCHORS -TEAL• IAPCOM ORS ANCH1 4' TAPCON ANCHORS III O.C. a 9' O.C. W. /' OC. 9. OC. POURED CONCIETL POURED CONCft_w POURED C0RCI1[TE '' POURED ODNCII[iE OR CONCRETE OR CONCRETE OR coNC3ETE OR CONCRETE r; BLOCK REOUNED t1 BLOCK REQUIRED 1�, BLOCK REQUIRED E-.[ BLOCK REQUIRED 1 - E ! I k0.• E0.• E.D.• CONr. GONT. aNr. ' T I 1 1 I NnEI1VNN1YaFAa1 ro TI ,r. RwAw44waa,Sm m 1 .G r 4R4taK PI � ro••W[ P411, 10 GLASSi GLASSbi 3 CD CD 1 I '•'-f � • ��-. i �. ' � ',� 1YPr O.E1lM"JI •I ,� � I �r`i I I�f1j� I e EDI • '-' E.ID.•- -i E-0.• i ED.• 1/2'E--.y 1 1••-2A3/4^ss. N.S. w/ In { _ 1�v-aa](.'as. N.i w/.. S; (®''� $; 1_ 7/a••v!/]7' WING NO WASIIF71 17/R'Pv]/32 WINO NUT WASHER Gan \V11'► . 3/32• WINO NUT "' \ 4 ]/J7' wNG a 12 112. O.C. (BEYOND) 1 WASHER a 12 1/2- O.0NUT WASHERR (BEYDNO) 1:V• TAPCON AMCHOII4 1/4- TAPCON ANCHORS .. 1 . TAPCON ANG1011S 1 4' TAPCON __I, • 1/E' O.0 - _i 4 1/2• OC �4 1/2' O.C. _--iEAaR6 (STAGGERED W/ STUD) (STAGGERED W/ STUD) O 4 1/2' O.0 P01REO COHERES POURED CONC7Wif POURED CONCRETE _PPIIWD MAIIE bR CONCGFT[ BLOCK OR CONCRETE OLOCK OR CONCRETE BLOCK GR CDIDRETC BE REOUNM REWEEED REOUNID W-OLNRM �� W�� R= SESE�JQ8 O�FE�V., SCALE 3/e".1" SCALE 3/0'-l" SCALE 3/e•.,• SCARE 3/8•-1 U FLORIDA BUILDING CODE INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES I 1 �4-• TAPCON 0 6' O.C. __. 1 I _...__ W �'rl TAPCAON YN. 0THI1E1 .C. W 1 1/2' MN THREADED tY/ / MEA N� T3Att AT WOW PEMEIbTTN7M Al 1m00 S 112 wow HEADER _ 2• REWIRED L � YUA ff&-AA I 1' HN•. ro (K,QD PANEL LENGTH E%ISTM6 rCAR WIST Is) oNAss-I I ISLE NOTE 1 BELOW) I 1 0 � 2-.4' wVoO PV,rz 7/eY . 3/37• WING NUT REQUIRED WASHER e B 1 /4. O.C. /14-10 PµEL/MTE PLUS • 6 1/4' O.C. W/1 i%e" YIN. TNAEADCD PENETRATION AT MVAWH OF PLATE WAMI�IN��DN �� NOTIES, 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH ALSO DES" LOADS TO . +W!t. -72.0 PST AND PAIWC'S LENGTH IRE TO V-e' 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO 2. W/ SPECIFIC DENSITY Or 0'55 OR EQUAL 24 (ssE NOTE 2 mom FI4." S.IAS 1'/24 4'/24 4 W/ o" - (D.® (SCE MIT 2 SUAN) . AGN ND FOR CONCRETE r ` SC [ ANCHORS, e� - - N rA ,•YM At60 IT F• LrI• fII __ �,/Y I I') Ola PAWL) XNTRaMr' PMNO, (AIRLOK P4NU ("TIMM ARIL) f Stx NOTE 2. 3.. eELnw 1 ;I ,, I I I i I , I ; I � i K�Kor�,) �•�P-'-f•r-Ir- II I 1 I 1 i I •I I I i- i I BBLt II-wV _..- I 4 •- YS w/ 40 I1 I I-r1TTt-7T �•i I ' Il�II I I 'I r I I I ,.�T�( I I WE NOTE 4 BELOW !Ef KDIE 3r r -, WA. .cll CONCRETE ANCHKIR; SO: BEIOw SGCDAE ON MEET 23; FOR wow WENT TE EN. S}QQKLDw"mE' © SET SECTIONS ON SMUT H ORWW/D©.O / OR 1AtiT Pµn�� yr,�� TO K en1AL1IIl AT EACH TYPICAL ELEVATION FOR S OPOANO SHILL ALWAYS K PIRKI•IOEO w// RGR HADLE TO FACILITATE MS,ALLATIOM _STORM P NTENODO TO K INSTALLED :TOY SRaw OF STRUCTURE. ,-,!.• NA.. GAP 7 ,/4' SEC'ON A -AA -A SOIL[ 3/3Y - T3 NDIES� (1), DEEPB(1D14..QF 5EIII +mn; E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL Cont. TRACKS TOP a BOTTOM. (2) fll0 PANELS SMALL ALWAYS K CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR IF SMALL K PROVIDED AT TOP OF SUCH PANELS. (3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTON SMALL CONSISI OF 1 4 e-20.]/4' MS. W 7/B'•r3/Sr WING NUT OR 1/4 '6A.7/4• Mi,. ToUYBSCREW INTO N O TARPID BOTTOM T ( EOCATDN OF FASTENETRS MAY Ri A7 EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL (4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.• A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PAWLS TO BOTTOM TRACK WY OCCUR AT ANY PANE LOCATION. (5) SEE SECTION 1'. 3' a 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25, ,.,,•„_. 1 1/2• 11/4. 7•, 1� ..--- MP.. ,.._ WOOD "UNDER REOIIRED CO Nel,10 was ORX SOCw 'a) EXETING aN P•ET ,a) r CLASS 'L' Mw - 4 PANEL LENGTH ANE (SEE NOTE 1 BELOW) 5.5E M.S. WI { -i 7/e•e . ana- � WVa Nut 1 1 I L 10&4a EO I I' 2•.4' WOOD PLATE REWWED 7/8'R Y WASHER a 3/32• WINO NIT (BEYOND) j14-10 PMELLATE P( • a 1/4' Go MN. TMREAM DON AT MIDWOH OF PLATE 1 : !. '.. , • ;1 .. WALL W9 O L1FEE � PANEL SCALE 3/8'. 1. I' Mm 2'/24 bil 1'/24 a POAIr Nor NOTE ] enom EON NCOM agIS I1w J' Ye.. Vert r -T (�� i I C I II i 1' � j i•I I I TI I 1.. I 60 % •I RAKE) (NRR'DR PAND i I (ETD R14J GEE I. 3, 4 n.oi4I I ` IKIY NOTE 2. 3 . KIOII 1F+• 17'" 1•� 1 III ��i(•I 1`j Il II Aa It , AT YENb oLDaCATED -,---, r.__�_ •• _ YJ iI LTatlUPrzANLrtsoGT'D" NIEN1dR PMEL3T 1p . In•'. ) "•-- • LAST PN1C1. CIS TO K INSTALLED AT EACH oPDN/G 91W�ALWAYS BE MOWED W TYPICAL ELEVATION FOR 1000 REAR HANDLE TO FACATAx INSTALLATION IY NIENGED TO K 1NSMLlEO FROM E-Z HANG STORM PAN9L INSIDE Or STRUCTURE TDME 3/w . , r,/a' W. W VC N.. GAP f o LOCATION B-B v-L �) No76 ful ww - I' (1). ,ImwIXN QF eFNFe ,200. E - 2 HAND STORY PANEL SYSTEM CONSISTING OF PANEL . 1. TRACKS AT TOP A PANEWIE PLUS OR 15' LONG 1 BOTTOM W/ PµEL►AT[S. (2) END PANELS SMALL ALWAYS K COIINfCS TO [%1�j1HC SILL WALL BY MEANS OF ►ANELMA"E5 OR, F USED T W/ 75' TONG @) TRIX AT BOTTOM, END PANELS Of SMALL K CONNECTED w w/ 1 �{Y-20P3/4 S. W/ 7/ 3/J2 WING NUT OR 1/1'e-20r3 Min. THIIMBSCRF,w NNTO TAPPED T(E CCPT AS DESCRIBED ON NpiE (3) Ow), (3) MR CASES WHEN END PANELS ARE USE JOINTLY W/ 15- LONG IRAQ © AT BUT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK () 3 STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANES, (4). FOR INSTALLATIONS WHEN END PANELS µD SOME INTERIOR PANELS ARE DIRECTLY MAMOL BE SEDF._%SNTL TRACK (2)YAT FA BOTTOM OT IMµT[ACW BOTTOM AND TRACK PANEL W/ TWO PANEUMTES FOLLOWING SPACING/ Mtn EDGE DISTANCE. POR THIS CAINTERIOR PANE USED JOp(tcr wf DOES NOT NEED TO BE Co.,.70 BY ANY MEANS TRACK SHALL NS/Al1ED SUCH THAT ADJACENT PAKLS LEFT A RIGHT SIDE OF TILT a PING) HAVE THEIR OVERLAPS RETAINED BY �. INSTALLATION DETAILS FOR OPTION 92 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I/4' TAPCON ANCHORS 11' TAPCON IJ404M 9' O.C. • 9' O.C. POURED CONCRETE POUM CONCRETE_� AIOA, I ED.- THIS, 10 I 1 E%IS(IIID�' i EMT,gE„j DIA95 � � a GLASS ... • - �_ j � a or 1 �,V1�7�'IL r ' , �( t•Y/ /VIAL'} -..._.A , r �I I �aY,,l � ,r'R • r I { •W 1 1 I 1 1 1 1 1 K �� B ED• EO• f 0a-1 •• W 0 P 2' WING UT / /B'r . - OC WlnO NUT IMSr1Elt a 6 1/4- 0 C. POURED CONCRETE OR CONCOCT[ BLOCK REOUIRED O RE�NE� SCALE 3/8 .-1 1/4S ,p1 ffi PICEF Hem FOR MN04XS TYPE • MOffi t/!C Pus 6 FOR NITALLATNDI6 PRO WGNO TALI A,401 OWING On, 7 MS FIRMS RU MINIMUMMINIMUMANCHISPACINGSI, ANDN1NYW 171UE DISTANCENE ON mW •Fr, rnI1RA _ WoCAYVA R SOEDME 11m ED. LDS Mw •4SG11E9 Dw R[OICI ANCHOR IPAC R F. 4nA1 A7111 BA 6iT.� IROeBA vULTISCHMMA DY SCHEOAAS MY THE SPACING SC CRIn 01 THE raLTO BE OSTPI E rNl1 Tao rm Pro K M'GdSF y PACING TOR INOBE M LESPACING TWA YMNN SPACING WA 0 To ICES NOMMUL AN Tw TAR (ACM AIQpG TYPE aM 1,M ELTEDA[ r _ 3 wr GI�FAL N17TESL VALID E-2 eYBlr. STORY PANEL SYSTEM 1 E-2 ANC STORY PAWL SHOWN ON THIS PRODUCT EVALUATION TON OOCLNENTP.fD) ABEEN VERIFIED OU FOR R COMPLIANCE ANCEIN ACCORDANCE DANCE4IHTHE ?02071A ECHOEOF FLORIDAOBBUILDING CODE, DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1520 OF THE ABOVE MENTIONED COOL, FOR A MIND SPEED AS REWIRED By THE JURISDICTION wNERE THESE SHUTTERS WILL K INSTALLED AND FOR A DRECTONAUF FACTOR Kd-OAS. USING ASCE 7-16 AND SHALL 1401 EXCEED 714E MAXIMUM (A.S.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26. IN ORDER TO VERB THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST REDUCED TO AJ5.0. DESIGN WIND LOADS BY MULTIPLYING THEY BY 0-6 IN ORDER 70 TO COMPARE THESE w/ MAX. (ISO) DESIGN PRESSURE RATINGS NOIONED ON SHEETS 25 A 26, N ORDER TO VERFV THAT COMPONENTS AND ANCHORS ON THIS P.E-D. AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE 1N ALLOWLIE STRESS FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WIN N.O.S 2015- STORM PµWS ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1626 OF THE ABOVE ME14TONW.D CODE AS PER FENESTRATION TESTING LABORATORY. INC REPORT / 2032. AS PROTOCOLS TAS-201, TAS-202 AND TAS-203, 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSING INE OPENING FROM THE INSIDE W/O THE LIST OF A LADDER OR LIRE THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED FROM THE INSDE OF STRUCTURE. 3. SERIES 1000 NSIALLATON IS APPLICABLE 70 SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN NSTALIATION IS REQUIRED To BL PERFORMED FROM THE INSIDE or STRUCTURE. 4. SERIES 20DO INSTALLATION IS APPLICABLE TO SINGLE AND DOABLE HUNG AND HORIZONTAt SoUERS STYLE WINDOWS WHEN NETAILATON IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE, 5. ALL ALUMINUM EXTRUSIONS TO BE W63-76 ALLDY AND TEMPER. (UNLESS OTHERWISE NOTED) S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H14 ALLOY, 7. ALL STEEL SHEET MRAL PANELS SWAM HAVE STRUCTURAL DUALITY STEEL_ ASTM A-653 OWL 50 Min.• GALVANIZED STM OESIGNArOH W/Py. 58.5 Krl (AFTER ROILED). B ALL SCREWS TO K STAINLESS STEEL 304 DR 319 AISl SERIES OR CORROSION RESISTANT COATED CARBON S M AS PER DIN 50018 W/ 50 Kit YOn STRENGTH AND 90 YP TENSILE STRENGTH A SMALL COMPLY N/ ROR(DA BUILDING CDDE SECTION 2411.3.34 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR ATS1 304 SERIES STAINLESS STEEL, W'H 36 Ini MINIMUM YtrJ D STRENGTH, 10 ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TD %la; . P9V�D._LDlILHETL )/4•0 TAPCON ANCHORS AS MANUFACTURED BY ITW BUILDEX, INC (MIN 1' -3102 P.a..) 1/4- F X 7/6- CALX-IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (YIN. fc-3000 P.•.I ) -- 014-10 PAAELMATE FEMALE ID A PANELXATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS (C3350 PA L) A1) WNRIUY EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2" FOR PANEIMATE FEMALE D A, PAWLMATE PLUS. A2) MINIMUM EM6fDMEM Or 1/4-0 X 7/8• CALK IN ANCHORS SMALL BE IS 7/5- INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMTTED 1/4• e-20 SS SIDEWALK BOLTS USED SMALL K LONG ENOUGN(SNWLD ANY FINISH MATERIAL EXIST) TO ENCACE 3/4- wm ANCHORS. AS) N CASE T/A7 PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON 'NNE EXISTING WALL OR FLOOR, ANCHORS SMALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL- BE AS MENTNCD IN A1) AND N A2). (el i0 EXISTNc cDNcgE7E 1xNx�• eru 1/4- F TAPCON ANCHORS AS MANUFACTURED BY I.TIV BULDrX. INC F 1/4' P X 7/e" CALK-I"µCHORES. AS MANUFACTURED Fly OEINALT INC (V' Isw PRE.) #14-10 PANELMATE FEMME 0 AND P,INELMATE PLUS ANCNONS, AS MANL4'ACTURED BY ELCO CONSTRUCTION PRODUCTS (R'm-2071 P.RL) ,414-101• PµELMATE PLUS W/ /e a . 3 /32- WIND NUT •ASHVI (BEYOND) POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL SCALE 3/8.., • Nuricane B 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PµELMATE FEMALE 0 e PANELWTE PLUS INTO CONCRETE BLOCK SHALL BE 1 1/4- 9.2) MINIMUM EMBEDMENT OF 1/4'• X 7/8' CALK -IN ANCHORS SNAIL BE IS 7/8' INTO CONCRETE. NO EMBEDMENT DID ANY FINISH MATERIAL SMALL K ENOPEeR�M..IvTTvE.uD� 1/4' 0-20 SS SIDEWALKNG BOLTS USED SMALL BE LOUGH(SNOULD ANY FINISH MATERIAL EXbh To ENGAGE 3/4' INTO ANCHORS. B 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXiSTDIG WALL ANCHM SMALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SrWl K AS MENTIONED IN 61A) AND N 9.2). (C) ANCHORS SHALL BE D61ALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MAICUfACTAR[R. 11 I SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO K ATTACHED 10 INSURE PROPER ANCHORAGE. THIS STRUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BUILDINGS. 12 THE NSTALIATON CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING 10 PREVENT WNO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS AU. AROUND FULL LENGRt, 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY DADIMO AND ZONING REGULATIONS PROVIDED BY THE JUR4DIC'INXV WHERE PERMIT 15 APPLIED T0. 11 ATRIUM WINDOWS AND DOORS, INC. E - 2 HANG STORM PANEL SYSTEM- I$ PATER PENDING, ,5. (a) THIS PRODUCT EVALUATION DOCUMENT (REED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE NFORMAIKN FOR A SITE SPECIFIC PROJECT': IF WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D (b) CTHIS ONTRACTORTO BASED DEN THIS P E.O SIBLE FOR TMPROVIDED HE/SHE DOES NORE SELMION, PURCHASE µ AND FROM MINSTALLATION [ECONDITIONSING LIFE SAIPM OF DEIALED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THUS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVALIO K MODIFIED. (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL. BECOME THE 04NEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL K RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENDINEEIR TO THE PEED. ETIGNEER, SHALL, Susma? To THIS LATTER tHE SITE SPECIFIC DRAWINGS FOR RENEW (e) INS PED SHALL BEM THE DATE AND ORIGINAL SEAL µD SIGIAtURE Of THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R 10. STORM PMEI. MANUFACTURER'S LABEL SMAU. BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SMALL BE PLACED FOR EVERY OPENING ION LABELING TO COMPLY WITH SECT1709.9.2 OF THE FLORIDA BUILDING CODE. INSTALLATION DETAIS TOR -SERIES 2000 AND 1000 E-Z HANG STORM PANEL INTO POURED CONCRETE OR CONCRETE BLOCK C n1NaET rl6vaaa `-"-� cwleaa ANPX,W ,a) tQ Par W 4 ,-rNoaW dr ,may M 1„Tn a) J \ ( ao u'i'Er „ I rJ ^-t''V-^Fq--•• ro DPo«a1E� 2i 1 iw"oNP'yi� ,. J 1SaA.mCOMPRIM e i . NRW , • ...' 4 I OP,Tdad I.u• A L ow:i \ , 1 1 r/ M I,IIFP• � _ 7 i _ ^ i.. i N IOrW,I�i,) I TIRE Elul A �Svl �''~ VS 1 1 I S NDIS I ' IIe01} ' f5 1 E i yyya _��.. _ q fR fORDAf ; v.1H_7Rrl.• 7Qi 11,111 ITS ONIY 1. 0 h- TOR Yn. , 2wV!/•- LL(( (- EPA YH I , .•r-Sp.1/.• IRE Sa6PIKJ i ItF ,(�HpoN METT q 1{! ; •/ N TION OAM TION fOOV'MaNs.i ,»N• r .! rySSHOW M11 i i ar"Na•I FOR DIM EVERY Off" 9 a I p n.0dN , 1 ) It M �� 16 aN Nb Paum �NTAa,{ IT AmIWm 4.,. _ _ X� I ,.. I 3 D"" MWRP _ ir PIT IT� I / O- �,M�� ' a 1• INN.-. � � N/2Y i� OIN�R J`-t" ^'"^" .) 1A1 M /417NJ1.• EO [a •i �WRE /••~�V•(•Q I qI Hart 1 wD0w1 pp1N%ttlAPOICAS/ - Y-a0J .• KIM[ ofMu M W a W,NC`ME -+ ': W/1 .Y37• NLSI) Lws eDNa.[ ,! WIOIe.�Sl [' rpNpRn N,OOA wtv 0) (' '� JI r 0c �(Wllp�,![ rAIOOR{ (Q SD[aAI `tn 4« awmlOHl) O WALL AND DIRECT MOUNTING INST. w rwn M7 WALL MouNnwG IySy eeE4npq�1L 0 I FLOOR TO CWNG MOUNTING INST, BUILD -OUT MOUNTING INST. Batt 3/e-1 n T SECTION 4 9CxI 3/8.1• Not SNbrlt•ATION6 IEDUKYpIIS rM M FwA[ ew.T taP N RN ',iE1Fw"Ar`ol 1 sa[O OMOrOO GAI: If MTNNDtlN 'n't DN PK[T 23Ni'• ✓•� �,r .d •� PF .aaele ' �.N0.44167 : TOP a mFLORIDA BUILDING CODE (High VelocityHurAcans Zone O OAN K , cousm m . WIMN,AOL Ina, OF,wn ro aun ANr STATE OF Mmr rlLl[W, INC 20 GAGE GALVANIZED STEEL STORM PANEL rP S�.• CROP R L_ DETAIL tD.. mK DnAHEc �" p', f - :��' GLOBAL PROTECTION PRODUCTS, U.C. 0/K/3m0 --i. ItrE SCnTaut a {.. �• /6 'AlE SrAk I/r - I' VIEW Y A.aT tll VI' IL EC O IRE MOO LM 61 Sn.M / ' ' r NRr ., A 4+MR n A,r P1101lE IMH7Ma- lbw r R" (M) M-M? 20-176 Ai_ , awt W,-,rr ti INTO n,-,4a, SRN DAMPING . 1[ VN/1WN/UR[/aVE T,A- n 1MLip "AAL A •UI..1 r.[ - Kn IN a. r •4.-e a) Q� (A O CO > O� N +.• U (L` W O CL 0 .Cm ca U a) Cn O U) O � O Q 0 a) � O m LL 0 .0 O O (n -0 ._ CU UI �- N / C/ IO e►a CV ALE III SOL wto '9 ;Nq U N/1 mEa- FC V7 Q• .0 41 a' a CL q iD <p 7 W 1p r7 (n W C_ SISSISSISSIP � o U CCIO O I..L. . _ U) W LU Z Z J SHEET NO. SH 1.2 -e-/ N N L N N L O CIO O L_ . MAXBIUN A.S.D. DESIGN PRESSURE RAT= (BA-Q AND Fn .0) V }a Cn �1 CORRESPONDING 11AXIYUM PANEL LENGTH `L` SCHEDULE NAXIMI [M AS.0- DE`! IN PRESSURE RATING a }) AND CORRESPONDING MAXIMUM ANCHOR � � V � N FOR SERIES I000/2000 E-Z HANG STORY P EL in SYSTEM SPACING v'urn11LF FOR INSTALLATWNS NRO CONCRETE !CONCRETE WDCK STRUCTURES E D - ma omA u O O -� -Q AF S S.- w T ,TAT S A 1 NS IDr T 1 TRAM YAIJD_pYLY_I08 9B__./s._.ylAS_P DFII_ R x xYrn E. TALutItJNs [110N I •' FOR INN VIS AS P[ 1NR nreLla�E+LY.mI _ V.s._..�...____s_,�.__�.0 O Q = O O LL — �f �/� M 10 CONCRETE I Q � t -- BLOCK Kau ' eOlplD WJ , 1•.-2q,]/.• SS. M.S ♦ W,NGNIT Al OVERLAP r TOTE OF PAM UN0r11 At 4(A9UIIN 60T1W Or PANEL. LN I— .- Un Q F, ► UMtrED TO OLD DAI. AS.O. OLSIGN PRESSURE RATING I 1 + RE0IARES YRA. D, TANCE BETWEEN BOTTOM OF PANEL 0! Nq ® TO BE 1/2' -J,/7• Y•. ANCHOR +•I• RfDpRE7 M•a OwANCE KT*Tr% BOTTOM Of PANEL MICRON 111141 ANo ro BE: 3/+eki-J/If MN.. Pus 01N1lnuNNpny ,�e°N .A;T.../7,Dy �" :' 'VCENS ' 'D =r 3' F ••''• FLORIDA BUILDING CODE (High VelocityHu come Zan!) I *': ND. * ; *% 1p0p n1QO' K 20 GAGE GALVANIZED STEEL STORY PANEL OArM In. it •o'• S TE 00` -. ��' -� er/ f/fpo i p , �— GLOBAL PROTECTION PRODUCTS. U.C. R.n �*> /, °F•.•F RIOF.: h, 11L1ECOENe «DDe...steTRUT �Y n '. DAWE. n, ]]7 ''Ar/oSSi NALEa,AN7'� / r.'as`i ^P- r •in MM FON (tw)rf-7e.e FAIL (*.xw- [7 20-1 76 IIIIIr r•w . t• Owt n• 1111�1 SGIJrON11111 ,1 rA-OOef)t0 an. mow, .w Iw �p w' Tr•ra w 1xLrt f., P.f >r•[f a w M . - I I w mi MAXIMUM A.S.D. DESIGN PRESSURE RATING Ate,) AND CORRESPONDING 2/4 1/4. 3/4, 4/5. 5/5 A 6/3 MAXIMUM SINGE P 1 ILNOTH `L` SCHEDULE ONLY FOR REGULAR STORM TW/6, 2W/8, 3W/7 k 4W/7 PANELS INSTALLATION INTO POURED CONCRETE. GONCRETE BLOCK A WOOD (t) _J; VAX --,A"E"G"s 9 xKW) ON 3.,,,�- I MIN . -I - SWUM e, 10 r11) -. -- - .. .. �._,, INN SINGLE P NFL! UNOMTRAMM SING'F P�.iL7iI3iBR®-AT_-ucki - 6 -- a -- -_ o _-.-. ._e E t TOP OR BOTTOM FMO WITH TRACKS r�-I A Ea QB O O _ �, �TX TMCKs yZ� OR (IZI * QIBLt MOUNTED AT EACH ENDp D.M., 2 3 4 r T � 1 r - -r- r -- r - , - r T .` r- r I T I Ir r - r - r - r -r - t - -- I - C.,.I X_�� , - , @ .1 (9 Ate. • Y L11 o �- I 1) lTL 1 _I 1_ i a_ . w I y I— [� I- Ii L. _I 1 i 1. -.-1 _ 1 1 . f . l . I r = I T B( (� 1� aK l 1 1 Ij - Z: I I I I I r cD I _ I I - - I to N UNBOLTED PANELS I j ]( I BOLTED M.S.BOLT W/ 1 M-20%t" N To (SET SECTIONS AS ( : T 1 -S.S . BOLT W/ • FA. OME11l.LPi � `Q hlto i AfrPUGBIf) j _ I J (sFE sEcrl07Es As ) Tr _ ai T I s a I! 1 l I � I I, I l I I I 11 I I 1 I a, c � � - 0 Lv 4 = E '! �' 1��I�� w �� 11 f �w D.M.. 3 . 4 . ! 1 'i--I- - I- I- II I - ')- ` w , = 0 0 ® Or ® _ J MAX - I _ . - _ J• MAX N Ci '� '' MIN / 1/4, 3/4, 4/5. 5 S A 8/5 '' Y"' E __E_ I 2 4 iW/6, 2W/6, 3W%7 A 4W/7 0 - .- - 'ANCHORS (SEE SCHCDA1 ON SHEETS •, 10 A,I) __ _ Cl ` REGULAR STORM PANEL �U ELEVATION 2.M7' N.T.S. ,/�' YR. CAP (MIN. O.DCAP -1 WHOLE V ury) r MINIMUM SEPARATION 10 CLASS SCHEDULE MAX, GAP %�� l NIA%ILEN WW SPEED 4 170 m;.n WIND SPEED > 170 In PA , I 1 SECTION A —A PANEL IUM �/ N.1.5. (n) UNRESTRAINED RESTRAINED UNRESTWLMED RESTRAINED NOltft - -2 5481 - ,.its ._0 (ryp)t 30 OR LESS 1• 1' 6" a 1/•- 0(l) E. •A=A)M NLOWABLE PANEL LENGTH FOR A GNEN P'OWINE ASD. DESIGN LOW. __ _ L-. MAIL ALLOWNIE Phil LING11t FOP A GNU/ NEGATNE ASO, DLSION LOAD. >33 10 e0 I. 1' 7 1/7- 7 1/2' (2) PROCEDURE TO OEIENINIE MAXIMUM PANEL LENDIIE _ CNW A P05r"Yt ALSO. OESKN LOW. DFIEIIWN MAU" MMEL LOON'L,• FROM SCHEDULE. >9Il ro 1•S /' t' 7 1/2• 7 ,/2• GRAN A NEl2 . wSD. DESIGN LOAD, OL7OLMN[ YAX,Yw FFl1EL W. 1= FROM SCIKOLAE --{__ __ FINAL MLXIMUN NLDWABIL PAERI. 127107N Is EWML To M NNS" WrMAII[0 PANEL LENGTH >7.5 W 1 �• f I . - 7 1/2• BETWEER 1,• AND 1-•. (3) BEE SQrW1AE BROW MR MIN. PANEL LENGTH FOR POROSITY OUyDTGTIpn. 1 INSTALLATIONS IWO N70D ME LOAM 10 t 95 a GJ MAX. ASD. DESIGN PRESSURE RATNra 1, IO ! t1 IOp MAX AS.D. OESIMI LOADS • WIT. PANEL, LENGTHS FOR �Q.�j. -KCI [% SPACER ' IS USN. ' v FLORIDA BUILDING CODE Non Nigh YNoo Nurrlcon• Zonal # I' D. MOIST i P"To "re`'o' 24 GADS GALVANIZED STEEL STORY PANEL'e,. # ; �'', TATE OF C��* IL E C O END. GLOBAL PROTECTKN PRODUCTS, LLC ei pAi� ry� ..... ' \�kr�y,• `�'% •av ..r T. W.. II « IMWL .s. 33Tt. 20-T 7S ry / 19AE6• FG —// — r M10". rwe: Lwr7rR- I .A% LwMR► em GPUGFIMM-ROpe110 iiiiisw --i--MMIWN NP' Nt11N1�, TUK/DAR WINTER A nYI Mt PIT 11Q1 a O ,1 w{ r L n� W _� O L U p r�^ r WI/ I W LU Q Z Z Q ^_j LL SHEET NO. SH 1.3 Lrr TIF \ GLOBAL .- INSTALLATION DETAILS FOR REGULAR PANEL (1) � _. zy — [ TO LLL - __ -, - , - . — � __ w 1 40 RVL a MOUNTING L. L LVISION I I. -- 11 SHUT 3. I ON 70 CONDITIONS L om HAVE A IfGBLE AND READILY a151B1E MARKING MSTRUCIING OWNER OR TENANT PRODUCTS, - it 0 v LNATF FEMALE ANCHORS CONS,gUCIwN TµT;ir AT SITE SMAL_'11,1 PARELMATES L BE AS MENTIONED M B.I) AND IN B.T) lis /OMAL NG w721, L11 10 - (D = L--.----- __ - - A * " ,__.__.__-_-_ __ ___ .-----I L ALTERNATE W000 ANCHORS _. -. I' If - 5ti SCNEDINE ON (SEE SCHEDULE Zone)] p�W1N!fOYw AS.D. Ym.CWMTIDN N� RATMOI (SEC_ } fEC7Nr1S� .a.b. -t31 ra• a ,.-.: ._._ T ohe• TIa1N • ,'• a', J•. +•W, 2Yl31 NSA. -T3.] ro' OR t[is 2 T/e' BOLTED .' r .lr fIA%RA Y ASA I(7. PREiS LIRE RAYING ILAM•erY ANCIIOnS I,rYflNi ip1 E. 0 . 7 t/Y ^ AMEIC1iE TO •11/ �e� lr nitNl wlokRr i•Nfl LDpIH 1• tw) - nPcaw — �---FiUL-nr PNrCLwrC r[YYE p ►NI[IAWrz PLUS ro tacRfrz To aoAXmrz To caRCRCTt ,o caNGl[Tt 12- N/A 12' N/A 12- N/A ,2• N/A 1' ! 2' (TOP) 12' 3• 12' 3' e' e' I B' 6' , BOTTOM) 1 N N/A N/A N/ A N/A _ N/A N/A 1 " IT /2 11' 2' (BOTTOM) eeD. -r3.J -- 7' - N/A 7 6 1/2- ... NJA • 1/2• N/A • 1/T' N/A _ J' (TOP) 70' oR LEss 12 N/A � 12• N/A 9 1/2- _ N/A 9 1/2• 12' N/A N/A ]' (BOTTOM) � (TOP) 11' N/A 12' N/A 12' N/A 12• 8' Ij' B 1/2' t2' 11' 12' 11• 4' (BOriOM) • Eft S/QT 7f iGl ANON]0.S h'K t 4PACe1G fG1 NKTAYAMIMS INTO eoa0 rRN1E efALDAIa IIOfMIIY Ylf,T10R /PALTNa$ ANO YRNW flOR O•TNIU AIK NIDIDATm ON „AS SG•PAE. PDII C.D. IEss nlwN IrpitA7[0 ON SaWOIAE RNutt eY WLTPLWw SPAL►C •IO'Ael ON RCtRD1A[ aY M FOLLOWtK FACIORS�/pRlw tHs QPCRATgN ro N POtlletC. R[DI1Ci0 S►ACJw aTAMEo Ir•NO FACtM s r10T K 1E36 7HW Wr4uA1 yACJlla •r01Grz0 FOR [Aa1T ANC/TOR IrIK AT ANGIMf LDOdD. AA�pAelh rAroa P"�1Jr'A LYX-r WA Aron TRACTS p,.) 3 , T 1 ,/T MIIO•TAO awW (K) ] 1 ] l 'u w.r pnrW. eNw P,J , . _ IIOeK fA /Na01 !• ILO - t.m Y --_. COMPONENTS FOR REGULAR LIFE SAFETY dE E—Z HANG STORM PANEL SYSTEMS (SCALE V2-,� - .15., 23• (70TN WIDTH) -. --_ _.. - z.ler - _----12soo• (vrfc7,vE WIpIN). _ _ _. ; I T2o0Ia - •'9s• � ,aY-2P]p' e t/1" (TrP) __ � .17a-... las' M ANGIt. a Vv 1 1.230• tfe'+� - M • IS I/i D.C. .Deb1'� � fYAY tE KwtS[0) �.,1,_ ` .1.350' - .- 1.190• - -. t J50• - �1.300' 1..y.,0• �`' /F '-t I � r 1 l t, O.OT•• 4M. neck (8) '� h ,_ � I J�J7s• t.f7,• ,.SIOD !A )IEM4ED aALtAl1e2N 57L6 ',.�. 61' �4 h [ort ABN Les] TYP. 1 t000' .Der �,. o1r GRADE so LY11MM NEYYQq moo- '' Stara r -_T I 2.,as• r EDGE •,' , Ue•• ,.300•--) .-, 2�' 1 _. - _ DETAIL A - - - - - his• - � jam) (TYP.) Q1 STORM PANEL _ - - t.3w• i -- 1.330' - DETAIL A- l.. - 2.000'- _� - - L PANELS SMALL BE MSTAUiD NMrs - 2.1er•.. _..- a Jwln 2O "N" HEADER 3U�' TRACK O4 ANGLE WITH STUD A�"t 17a A tuT�poEw J; ' K pArr(L 0.021• (MVI.J � , ,—�-,r• GALVNa7m SIT El wNnx rAa Ear /� "I ,� R/ IQAIID fDaE. / �� I J75' .T70 / r �� t0.05' 'i I�l` �' /� u3• t.a7e• J ��-�_��'/ I ) �-- fiw• r.ers o.37s• 'rc17R( o.2w'P 1_ _ ]ao 1 OR 1 PAKI •� - 2.2w• - i ISOMETRIC VIEW DETAIL A ,lJ:1 N ' e 27a•- `' ySjr . -, - L Z!D'! ROUNDED CORNER •ENDS OF PANEL'S r . IYA .Me' {{{ END UP w/ NE4NFD EDGE 1 .nab' t25- toe• _ _ i fN.T.S) Jlb• taplr�tF � _"�'�� FTMA6L 01•GTp1� �i�Yt-1 I a.500' ! ' (� Jam, ovl• oft t.7so„ (�) KEY HOLE WASHER ® KEY HOLE AT PANEL .07]' (TrP'1 SIDS -NISI NUM. A INTO INSTALLATION DETAILS POURED CONCRETE FOR REGULAR PANEL OR CONCRETE BLACK STRUCTURES NrnBW1re coNcaE1E Ct� ANC)gR5 LOGIIGE CONCRETE ANCHORS (SEE SIOHEDULE ON CXI$I'INO POURED CONCREIC (SE[ SCHEDWE ON SHEETS 9 111R000N 1D) Gt13Ti11G POUWEO OONCRFIE Oft CONCRETE BLOCK SHEETS a T)e1aLlOI1 10). OR CONCRETE BLOCK REOUeTED. ,}� REOLPRED. I.Y:, - to / �� i L7ERNATC UDC /LOGTIGI COIICMItE ANCr10aS EklmNc PouREo c01x.TKp[ REOLIMKD j � / IS¢ SCHEWLC OM v SHEETS 9 T/IR01lGII t � G /. �� ', • / 4l ' � �[j '� I!•1t' MFA re16rP N/D r .. ) ,y /,;/ 1 •• ��- } / 1 //'i. �.7 -. - Lo _ m- - - rtr e1APn ra fillet a I rr:. ,/j' 1/•. � • 1/I'-7A,' S.[. Yl r/ WrtI,�. TIARA _.. �..... _. I CONCRETE ANCHORS - .. -:. • R In' ac r; � I (SEE SCN[00.E ON < r w• _ , 1 1 �_ _ SHEETS a MROLX;H 10) , � 1 1/ Y-[yr 1 Ys�C�I �1'� 1 F I 1 `J 7 C.D }' WN9 a i _ ';. i ;S ! PANEL 1E11G[N ETumw1r i i CIJS$ � E D �% 1 (srE xI+EDIxE 1 DN sl¢Er 3rr, 1 1 1 � 1L, r-]ar• AMsq R r ,y� ! %',r' / / ' . N Q['.��,J /� v I -! 1) � �'• L� S[vAI�N1110N I O W -11 TO DLAES. 1 �9CNEDUIE ON SHEETS SCNCOUIi I 1 f ( f 1 DM ra rMfE uINIw LIa T'-n n�(SLC SC/KDUIE ON I 'u�aoLo'• I (SET /+.._�,,. 1 W SIEfT 3) I �a eon r SPKLA F A ' [ � I 1 1. � 1• �^ � PANEL LEr1OTN ( SEE SG6WlE .� I Nu 1 SHEET 3j (Vw ,aI r1Nf1 I �' .Y I71pN+ NIFR F-eT I N 1• MOP. I M A ItreL PINCL IENCnI j - - i '� uvatN a'p, [� I GN SNE[T 3) 1 / (SCE SCNEDULC 1 I[BB/f�f '6r I 1 SEPAMTwI/ I _ I �� ( i .. v � � � ON SNCET 3) �.S'St'�'-i 1 JR � A. i _ �ISEE SI7YEDULE , ON SPIEEt !) 1 I 1 i '�'/ � 1' MAX f\1711 -- ,. /. ED .. _ AI, y / ,, I F' \��J OF 1' i RANT I .- _ ya 1 -�� I O I � I Eb � L' 1 e •j 1 • 12 1/T• OC. ' 1. 'n' LENGTH I I MAX 1 l I A ' e r , - ys'` 16Aa fan I C __ I 1 �"- CONCRETE ANCHORS / � (SCE SCHEDULE ON � •� l 1/1' O& � CONCRETE ANCHORS I ) 1 (SEf SCNNUIE ON .' E7n3fMG POURED � CONCRk'7E � ""•' SHEETS B MRWOH 10) � SH[EPS 9 IIIRQUGII 10) � f/e' LONG YA%. MLYMUN {}A REOIARN �'• EDQE a WAIL OR STAB (Mt. COMp110N) / � r2 yy �/ SPACERS • e 1/1' O.C. VAVO Fw 3/•• :\ ;, '. _.. EXISIC�CPOUNE�D�CONCREre ��OORRREOWRED. EXIST•IG POLRtED CONCRER ��D �LGOS ANO PANft RETf BLOCK CONCR[re ANCHORS (SEE 9131N1AE OM �,��; % t. �� - ®1j MAX. LONG NISELTA �SiACEAS • - _.... L.D. SHEETS 9 iraplGH 10) _ $MEETS 9 r ,0.) ,��Jj�G AND ,FJ,QQg„�Q�� SGIE J/e-1-1� SCALE 3/9-, W LL MOU NG jDIRE�CT MOIU�NT�W/SPACERS C9i OR �vA sGV.E 3/e-1• NN111111111HIIly� A D[(/l Py1�P v •^C ''••� ELORIDA BUILDING CODE Non NI h Valoci Murcleon• Ion• 0. 4* 1ST •: � 01010 'A'[0D' P` 24 tiAGE GALVAi1RED STEEL STORY PANEL E.D. -EDGE DP3TANCE BINAl10tN OTE FOR OF N AECI10195 * * � ' $ ' 3 •q STATE 0�� - T - �"'n, or ro/m1e ROTECTKIN PRODUCTS LLC. I L E C O INc. IOBAI P r Nat (SEE SCHEDULE ON $MEETS 9 k 10) i0P • BO)TON MOUNTINGS CAN BE COMBINED W ANY WAY TO SUR ANY p0'• F( P S' .* DRIO 4 •�G�.h'�✓'XG' "00oNc`,r,1.11]sT91,la* � a r r�—.�a n 4'w 20-175 WSTAl1.AT10N. {L• ,. 'L4,t,. fo ••• �, a f •rA +•� W) m-,Me r.. na,AN PnoE. lgrNeP-TOM rAX: �� JHT DMIIRID M NIINMI lUQ/DAR CJ-0mX7tt BILL A 1Ain A. P.E � n'-w IIIRT S G N INSTALLeT10N DETAILS FOR SERIES 2000 dE 1000 E—Z HANG STORM PANEL Cti INTO EXISTING WOOD STRUCTURES -- ,/IY lK SLTtl.Y15 • e• O.C. rJ - , t/a' YM inREADm PDI[IYIgN J �: i )RCDI%RED • .� ,/1'N LAO KPEIN$ • e' D.C. W/ - ,0 ETA>Irlt r000 NfAi)fA I/1•r LAG fOKlrS • N' O.t «/ I I , ,/a' W+ 11MaA0La 9[NETMTKNr I I1MlI1T0CM ON lDGS , ' 7' MM THAe_yRD r1NetMtAlM 10 171bTtNo 11pDp HEAM.R — CR /HID YNX{I 'N. . TO R NFAOL G•+. 11•I' .Y.S. I' e 1 $ E .. -r a OID Dr (,}) � I - T/1'.-xN�+' Ys �'� a cwd /lhl• sui. 1 a L;wu wJ i/e s ]T-..rc • u [Nap 9 '�� 5 . 'ti __ NUT o i o.c � 'T t .•. � n.nl tar sY.a T r T/Fi e• a c. i 1,CREIS6 • i F - 1 01- . •tMV •u[NDD x ]//+ MUss t ]' Wn 1'• .J I ) i �' r (TEE Q[iAR I/Ta f .' - H[Aa Y3. YI �7/eY+]/]7• � E 5TwG ■0aa rRAOERENCIRAn1N ',';' I. rnrz IA eDOM1 � _._.._ m w�j IRownN I' . ,• cv !( { Genl T.I !/Ib• Mum POD qMi etht' SMx 1 I _MDT{, 7!! 9[E0R) j S - -� �IPYC•�N Or [N.RY ® , . FA [IA M O '•-� 1 N A I i I ) r 1 e[fAx a i I �WF� f6[[ J —\l � �1 1 --r.� � _NOTE to ettLW) 1 1 Lt _ Haw NrAor• NEONncD / Io ] lJ,e' Yn. a'. 7P..!/i k' YJ 3CNW Y • � 5 / SLEMMTIUN / % ' ] 0 +e' MN J.S, r / I 7 •a3 31rwMItDN � ,//, A.zl /.• � to rsuss. I r/e•.al�]]' � wiw Hui i ■■ - , 1lS r/] a h.3/3T' •nIC i • j` C r0 Gl.� ll' Or � L+ wNL NU • rt CMr•' OVE%.V � ] r/e' w .- I 4 EVFRI OYLNI/1 A —'-R➢NNIMIN— I � ) � Y/// N/W/ 10 C1IF1. 41'Flo.]vJ•' W iSCPAHA1tX1 I 1W11C~If/t • � I 7 h]/]: P�I / W)I ( p� � 10 OtAIX I tKRr OVERLAP b I MRr OrEAIM I a 1 r RA, 3 p 1 w ll �� " f . � i'I I � yI S d,N r - �I ,�, .� �� _ i - dM r d b A� :. _ I ,/•Y-70J/1• Y.f I ij gq N A 3 tbnf 81 I fRi7 I p rlTli I u( •,'ac ] f� 1 S.'s 1n - , 1'1- .' Yc «• , •'1 PAraWAR FEYAl1 D 6 .. W .) 'i 7 \ / Wrz us r / DANr1 M 8 ]] -•NTT P 2 / e , If.Y-;p,]/ Y.3 I.. � 11I- p3 .' 7/a' Mn TNAFAOID '� L� i� NUR to e[LOR) ..�-. PLy6Mrl(Y.• I] I/T' Lic - 3 0 : ) w�]/e ../]/.T• WNIG ,• I/1't tM SCR[t15 • 6- Dc W/ -10o0 TMA�C`REOUwED i/� ia�1 S� .. :. I .� , Za0 tlwYestRCw IS2 Y w, 7wrAoer P[N[TRnrbN • t, NCH[ r. IIRON) WDr� p P1Arz AT IENrtx W JaOo M1 M lW EDGE I'wnjaOCR(Yy I` fNR! to a[lOR) � � e 1/•Y-TOR] .' YS. W/ 7/S'A•]J]]' 47) �t•-10 PANFIWR MUStW( �,]' `y wWG NUl Ot 7/e' Yn. /'C/WTRA1VYrI • 7 • �y'/1�eL� Cow. 9fN 1000 ILY� - ' I/•Y LAG xCRI'•1 • F' OC rJ ' ' t/ Ma SCJa Wx r 1' OC M/ Wn fT) 2-H' _T• W„ I IJ]' Nn MR(Al1LD D[NCTRAIIaN Wn. (T) ] ,. , 1J]' YN irMF/„'i[p P[N[TM,MM raoo R REauwvu ALTERNATIVE 2"W • ,IpelOrH a Pun woo FIAic k[au%an SCALE i/1•.1• MAIL R[Oa1R[D r1AT ?CJ( rLA1 nA aN CDa[ -- YM S'..' PaaO nAT pl QN [00E i�� AL'TERNArnE , W _ SCxE ,/1 - FLOOR TOsn MOUNTING , WD� I: ALTERNATIVE 4 W ,. WSTAI]ATX)N5 ARE pAY VALID FUR fl/I1.pMG$ MITT, ASa eFSIGN TaADS '- I, 11 INNHIN, SGLLE 1/A•-1• , 'W JP TO ♦e6.0, -73,! MI Aw PANEL'S IELGM VP r0 5'-10' v�__ NN l RNATIVE 3 e - A: T,`[/r SCNL 1/1•-t• T LOP NEW IIWO PRAYF C01TAtrCIDN. WOaU Y[A•fA5 ,0 RE 901J(MRN a��EA PWF Na. ]. W/ SPECPTC DEM11V OF 0.35 dP EOlA4' GEM •' ✓,p -`�� ' � SIFN'''.,•�, FLORIDA BUILDING CODE Ni h Vtlocil NuMcan• Zone) SFI SKONr�1T%%y� Nwl RFOUrRF1TW71,s r01, I Or i�aP IYR AT tuD ,u ; * No. 4 ; * � `]0�L nRLA "'0 20 GACF f.ALVANIZEO STEEL STORY PANEL � r, MC MAXIMUM PANEL LENGTH MAxtMUY RSA. PRESSURE RATA'D CDTwRETE r WOpp OQfALUTDNS t li _ ?So ,ao - - tY-0' - r r e_ I1'-1' ro._P. !SP Lao _-- u o s a o __ as o es o Tao IO 10' IO'-a• � )o r• 9 e e-. P' _� _ P r__ e r � e o r-e' _e e +' e -0•. T• .- T-a- 73o T s e-ro' _ eso vo.o u.o - r-o e s e e � 6 s e e e T'` a-o rr' -� raoa r030 rroo I J' _! S e• s T• I re e - — s'-s' MAXIMUM PANEL LENGTH LE NAXMLIY AS.D. MIESSUESRFIG MifIG ♦ a ,XYICRER r WOOD INSTALLATIONS t L« JOG e ro'-ro- 1'-P- ,a.o •ao v-e• v-n• Rao _ _ 30a _ $a.o _ �IQo_ e 1_ a 7' s � a o� e'-r 1 9- 7 9- 7-s•_ Jo.a 73 a eao ] s� T - . J r -o• a w' -1 e' . e•a_ es.o 1 0• e�J• _ soo 9sG f 1• a r• e r s to, s r S .' $-r• _ _ raoo a J- IOeO Irao _ life a J. _ -__ - r-e' �� T� WONT HEADER ILFAUFA 1.3'1{7 3' ,� IAKK T }yaA , /ENO[ pMD-0VI .= MIX - DIRECT NIpJNT •e' ]2' Ja' JS^ SS' _ SO' w' ♦ IS'X1.5' STUD ANGLE 3p' 32' •7' Je' 3f' a Y TAIVCK Vie' 3Y _ ' 3a' •T• e7' 1 W 4RAa1 - w. �. 1'--Sa' >s.—i f0• se^ se' INTO WOOD STRUCTURES w000 ANCHORS I I (F• ro W Ss. I (1 ) A� sl�[ETscNEDULt ON ./� v.-.-TOIGO j _- tOM i Es. •ats W ,� aR SHEET 3) aoL ) � I .. � � I i�l� _ � __ 1 1 - _. I 1• PAPA. ' I ;�+ Exlsnr� 1 - - -t WWU N[AOiR •i( � A'000 µCHpi3 j ASS P (�, (SEE SCNtDULE _ ... _ _- RCOUIRED II, ' (Sf[ SCHEDULE ON .I,I . 1 E I _ _. ._—:.w.: f ON SHEET r iY)R --T / ��i SN[R 11) _ I 1 501E S"�" T '� � ' '. LENGTH - � LI J MAk. WOOD HFJDER I 2 �'I I REt)WRED � I ED I 1 - I - i _ ' I I J� E0 ! �(-r� ! I — � I � /• RANT. LONG N.IxAWUM SPACERS •117 t/7• "lJ ; � �(� i._. I I `,� _ ®D.L. (SEE CABLE „ DN SNEE7 ,,.) I w^ [ I SEE MOPE "BELOW FOR IIMRATM,N15 i'OR I -�� [ 1 1 't.' WX. 1 1/l• LONG SLLfVES. 1 i0 CLASS. � PµEI I PANEL LENGTH j I LENGRI 1 (SEC SCHEDUIP 1 (SEE �(NO(ICE 1 I f (SEC SCHtOIAF ON 4HEET !) Y ON SHEET ]) -PANES MATE FEYKE D OR Pµtl MAre � � PLUM (SEE SGMOIAL ON SHFR tt) I /••^Ar, 011 SIIC[t 3) [-[ i � 1 � - I a u R r 1 IAn �, 1 I .. � r ; ra�ol,�ola •h L� � � � - PLATE RCOUIRED -.. ' f GLASS- (� E _- 1 i � � .. � DN SHEET s) ; 11) DIRECT MOUNT W1 SPACER �JI I I-- f _:- , -; � * I ALTERNATIVE 2W' �'' `- 1 1 ! -. L_—_. J e 12 ,/7' O.C. SCE TABLE /t ON SLIfEP Tt FOR MAX. PANEL LENGTHS k [fM TOMS i I D50E. � MAx A3.0 DCSRRI LOWS INSTNIAT.l1N � I I - 1 I �.� YAx. : 1 _ F I EjO '. � _ WOOD ANfrIDRS � Ik ]MP (ATE: I 1 1 � STA(SGFRED W/ SNO _ - ' , - - - - � � (SCE SCNEI%AE ON SPAmr M MY N , ,/2• law N: . 1 li .._. __..__. .-__� .. _.-.__., I I SHEEP 11) (,)e•TNlMl011 B TYRO A A GIE lLGW •IAIDe.pe MIN 1!'-0' ' � tk YOTL: '. 1 � - , MX IlMlrl Ip01 rlOprF (1NY p 4 R®IRTIDM FROM IFW 2'%•' WOOD I PUtiE REOUIRCD � - MpOp ANCNpR3 ! pRft19 HBRFI PTAflpinr elMuim ok EIrRi' t,). �� •KA' :i _ WOOD I (2) NLlplp 0dC TRAY �1lOielil M PWWL WR IpWF O M I STAWiCRED W/ STUD 'O,I YI�IQT ��•, �p I �.�. .. t ii �LATC RCDUN7E0 NEILL Mn Pal!) 1RWL eF LWC/D YAXfAN AT e 1 5� FTSCi1E.WLE ON �g�M[� 0M10 M[ I ,. .. I (� W A A[in•C71011 FIDY 1f IJ%• aC. lACA10 NAOW[O IRA I 9rQ1 u. (I) IIAIr/W A90 OOIOM F�eK I M7W • •ea -fe Par I (JI IIAL H 4N PA16 10•M r Un<D ro N' M ANr OP[Ir• •. ,,. •. G) ITyP.,wAI sot MIWA It1191H B I ; �!� � ) nNM IARuoL PARa ivanp NLwm GL �AL1., �C I Iii7TINf I � OU � I (`)'sloop IOwNIFrNL�i, Wi,oM -� BALL MDU({TLNG (s) elo•1 rNln errNLMoI r aNY or�01ijLONG r f�Ncu BUL I� / WTo AN rAenro II00D rRALt lNu1 I SCALE ]/e-1' rAID FaR ttlw 2Gd 1. E Aw 3 N Orffl•Im F ASTr I [��Tl�t� [-1Nf SMN•MID Mil M Elan f11N EOnpN) a M rIL1AKA (', SGIE J/6-t" U) IIIeWIAllp1 V,rtp par rOR IWIO e1rLe1C O]0[ I I 1ftP-O► FLORIDA BUILDING CODE Non NI n VNoci Murrllom Zon• I F A wC. rl. NDIE.F"R r_,.^•wv!TIQE( OF S_FSTIONS: t INSTALLATION ARE ONLY vALD OR MA%. .5.0. N0.4416T '; �01R1i0' 21 SAGE GALVANZED STEEL STORY PANEL 1 ! NTH s - DI11•Ir M: N PRESSURE RAT NG .9. AND PANEL L£ G S - DESIG ) * x P F a A V-R SCHEDULE$ ON SHEET 3 E CE T O s m I S E T P 770M MOUM Nf,S CAN BE ( /7]noro 0 A BO rF COMBINED IN M'Y WAY TO SUR AM ALTERNATE 2W') i �'. STATE OF`-' ': t...:z�� IL E C O INC. GLOBAL PROTECTON PRODUCTS. LLC. wn. INSTALLATION. '3 °� •. F[ORID►'-' � p•ar� • co4P Lem ar s+ mat 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD '� S'•., - /C.►'isr l +• R r Nw +rr wAr n >ar DPQ• n �`I 20- 17S � n""' ti°!�„"NP,r,•�;,�w M'-`"" (Pe1Nff-7f1e, rA+� [te.Nw-e7o7 MEMBER$ t0 BE SOUTHERN PINE No 2, W/ SPECIFlC �� w u-atoeHe =r, DENSfTY OF 0.53 OR EfX1AL ry1N1 1TA•JOIW TMLTpI A nin ,,.. PA. •• wr •aT e a le N CFNERu NOTES - � eEr - .. sT d.F,y ! _ Ne•B smBY ••••,./• (c) ID .1c;5TMa TrocO J±Fi. ��r5 GBANIX_f. = e ++ , t STORM PANR SHOWN ON Tp5 PR901/CT EYNl1AnON DOCUMEni CPEO-) ILUS BEEN VERIFIED FOR COMPLIANCE M ACCORDANCE - t/aY TAPCON ANCHORS, AS MANUFACTURED B7 LIW BWLOEA, INC WIN THE 10T0 (7ln CWigN) M THE RORIDA BIJRI7IHG CODE ilxS SPOTTY PMIEI SHAH NOT Ea INSTALLED A7 HIGH - /Ia-10 PANELMAR fE]WLC 10 AND PANCUMIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY 11uRRMAW! ZONES (YMAn-DAOE / BROWARD COMMIES) - 1/{'. lIW SCRCwS 1rCR NOS "DETERMINED DESIGN WIND LOADS SMALL B[ ,�, PER SECTION 1609 OF TIT( ABOVE MENTIONED fAfa FOR A BASIC WINO - 7/16Y . 3/6' WOOD BUSHING. AS p3,RIBUIED BY ALL fN)R'lT $CREW. BpLi . SPECIALTY CO. A F P P WILL IN. 1 ) FOR D C1 FACTOR 1 I WHERE STORM PANEL BE S N1II , AND 0 ME wr1ALJiY SPEED AS REWWEA er HE JURISDICTION H i I i lr ' FOR C VANEI MA US X TH M A DESIGN PRESSURE RATINGS INDICATED 0 SHEETS WNMUY M PENETRATION INTO tY000 OF TAPCON ANCHORS SMALL B 7 AND 7 0 [L 0 TE /'L K0.0.R5, 1f11rG AS 7•�,b AND SFUI.I NO EXCITE) [ MAXIMUM (SD.) DEs1 C 1) BEADED E . 3, a T/MU 11 f t7. ,e AND, PANEIMALC FEMALE D T WM N V 7- 1 111E1 BE FIRS' M ORDER TO VERIRY THE ABOVE CONpTION, ULrIN1A F OESDN 0 LOAD'.: OUTMANNED PER ASCC e S REDUCED IO A3.0. DESIGN PRESSURE RA1NPD RT MULTIPLYING MEN BY Of M ORDER TO COMPARE THESE W/ MAX (A.SO) CI) IRNTMUM MRIAON PENETRATION a LAC SCREW. INTO TIIC W000 FRAME UNIT SHALL BE t I/7' NO THRFApFD DESIGN PRESSURE RATINGS RIDIGTCO ON SHEETS 3 9 THOU 17 • ,7, IR OCNEtWT1UN INTO STUCCO 5141E a CONSIDERED AS PART Of MC RCOIARED THREADED PCNETMtION M d10[R TO KRNY THI/ ANCHORS ON THIS v.[.D AS re51FD WERE NOT OVER STRESSED, A 73R INCREASE M AuOWABIl. STR[�K., FOR WIND LOADS WAS a0S USED ,N iNE7R AW1lH.'6 FwSTe7lER5 SPKIIN) tD woo0 ,IRS BE(]I DEITRYM[O M C !) wMMuu EUOC psTAAX:C OF I.AC xRcws. INTO WOOD Sr+NE RC AS INDICATED W MIS DRAWING ACCTMOANGf WITH N.D.S. lO1f. STORM PANEL'S AOEOUACr FOR NWKt AND WIND NE515TANCE ,,AS BEEN VE7MICD IN ACCORDANCE WTTN SEC7kM 1609.1.2 OF C.I) MINIMUM PENETRAnON OF NOGG el)$NING SHILL BE 5/e' ,//' •-20 SCREWS USED SN41 & ) I/7' LONE MINIMUM AND ,' WrR1A W WITH NO ST MC ABTJ'YF MENTIONED C00! AS PER ANERICµ ZEST W p SOUTH FLORIDA R(PORtS /Oe,101-Ot µp /0719.02'09, AS SrlOUND STUCCO EXIST, UI• FOR WALLS LICCU P(R 55TD ri_gg r ASTY E 330-02 57ANDARDS, AND AMERIUN tEsnNc IlW SOUTH FLORIDA REPORT /ItaJ 01-t0 AS PER CS) M SF T,uT PRECAST STTJra, OR 1'q(CAST C17HCR[Tf PANELS. SRICCO OR w000 BOARDS DC FOUND ON THE C7nsnnG IRS --TO, AND TAS' TOJ PROTOCOLS. AND AS PER CNCUTAT%tM5 PERFORMED IN A(:CORD•NCC W/ XC710N I601 OF tll[ WAIL, ANCHORS SMALL BE LONG CNp)GH TO BEREFT THE MAIN 57RlrCRIrR BCHMO SUCH PANELS FLORIDA BJ11 pHG C,R]E ANCHORAGE SPINA Bi AS MENTION@ W C 1). C1) . C.1) 7 N.: ALUMINUM FtRP,USIONY r0 LE TOSS-10 ALLOY AND TEMPER (UnlCS5 OTrIfTrMSF N91£D) SEC SHEET 1 (D) ANCHORS SHALL BE INSINLFO FOLLOWING ALL p IMF RECtlMMFJa)A71aNS AND SPLCN N:AIN)NS Or tN[ ANCrTOR'S MAIHJFKTIJR[N. AT OSVRF INK J103-H IA ALLOY 3 ALL ALUMINUM l71EET NETµ uSFO Cl $ SNP+L a PANELS MAY N50 BE INSTALLED HORIZONTALLY FDLLONr1NG M$lAWT10N DETAILS SHOWN ON SECTION I THROUGH a (SNEtT$ { 1 AL, STEEL SHIEI VEIN PANELS SrfU1 HAVE STRUCTURAL OVNITT SIEEl. AS1N A-637 GRADE d0 YMMUY, C.-TTO CNVAN2EU MR(%KN !) C%CIPr THAT nFAIXR9®!® SHN] NOT BE USED, ( 1 Fv- 92 A (AFTER ROLLED SIF L UESIGNA WN W/ 1 u ( ) 9. li SNAIL BF THE RESPONSIBIL)IY OF THE CONnLICTOR TO VERNT' ME SOUNDNESS (X THE 51RUCrURC WHERE 1NartTLTF IS TO BC 5 ALL $CREWS TO eF STAINtL55 SIFEl. ]DI fNJ 3f6 AISI SERIFS OR CORROSION RESISTANT COALED CARBON STEEL AS PER [Ntl ArtAGTTEU f0 MR1RC i'ROPDt ANCHORAGE T195 SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK 011 W000 FRAME BURDINCS. wale w/ w of rtFll) STRENGTH AND 90 AW TENSILE STRENGTH At10 SHALL COMPLY W/ FLORIDA BUN.pNG CODE SECTION 21t 1.3 J.1 ID (SIGH REGULAR STORM PANEL Win, LENU71T5 OVER 90', AS PER SECTIONS I, T, •. 5, 8 AND AL7CRNAl1V[S IW, Sw . •W 071 SHEER •, ]. e r 7 RESPECTIVELY. SMALL INSTALLATION INTO POURED DETAILS CONCRETE OR FOR REGULAR PANEL CONCRETE BLOCK C1� STRUCTURES - QrKTTNG POURED CONCRETE TWO P011RN CONCRETE CONCRETE BLOCK OIE CONC'RET[ BtDCk - kLJUN+fD CONCRETE ANC/IONS ��' //rf CONCRETE ANCHORS yFy 4EOUMED. (SEE SCHEDULE ON -. / /�\ r0) -, _._1 7 t (SEE acllEnlAE ON ` i sNErn v MRoucN iD) ' _- O EXISTING POURED �� G ! `/ ,, carR;R[Tc eLock rl V tnY.m,r I ,/I ,/TII/••V,._SNEFPS9MOUM1flEOUIREDss„yoNJRRnrrI;%kf7,_..1CONCTgIEANCHORSA3/rr-•_.I(SEESCIICDUIEON_1SHEETS9TIeMtIG110 Cr. /!!�/1f;r/, EDCI ) I I E� // I 1 1. _ __..- J _ tJ.^.-Tor '1!A T H r 1 SEPARATION I (W[ R71 RPi O(IST �� (SEE SCHEDULE i IrA1N art t� ,L, YUX. � u ��AL 6 YR1 -JI ro �g R (SEE SCHEDULE I _._, vs]a,- -I eaH r j I fua ra nPn � 'm"' Olrl 1� � A 1, , % /... ! I CUSS 1 ON SHEET J) 1 1 PAW IL.wTN N ON SHEET J) I 1 � t ' f I (SEE SCHF:DUEE d 1 I "t' Mw. 1'�TD I 1' �c ON SHEET J) i- fl pAIS.� PANE LENGTH L (LEE SC'tEDUIE PANEL LENGTH � (9[C 90N17NAC LONCNED: ANCHORS 1 (SEE SCHEDULE ON '1 i � /--, > SHEETS 9 TNNOIICM IOA I �T � wll •L- /,� : I C 'A tl Isrl Ex —II (SEE SCHEDULE I ON SHEET J) f ON Sw.C'T 3) I 1 A I h OOSTIN6 y i ON SHEEP J) ! T 1 OF '� MAX G1A55 I \T� 50R DUBS I Lq� I � -. I f'1''— I I OF L' 1 I .- I 1, LD ruo Pan I- r� a tp• oc ,. T NAx I I I [O ( I ) I EO I I [D I 1 /2' ! I 1 � 'y 7 .! :.: _ Ex�RF'TEO 1 • 12 1/Y D.E '. ' 1 AS APPLX'.IBLE) �' CONCRETE BLOCK ) ', I 1 CONCRETE µCHORS '' ; J i 1 ;� RWOfA ,a Sf�r � 1: � _l0 -- EU- 1/v-]Nrr u Ws r/ NUI REOpREO. r � 1 (SEE SCHEDULE ON I SHEETS 9 itIROVOH 10) l T _ -• If ,R'oc �'" ! ALT[RrNrz ' • 4n W/ � ONLY WHEN SOX G.%'._ SET k CALK ANCHOR! %,.� LEG IOGLT101r f. "�y' � -IN ARE USED • w/ WHEN E7115TWC P011r® CONCRETE IRA CONCRETE BLOCK NIERWre CONCRER __j)(ISfWG PDURQI CONCRETE CONCRETE ANCHORS AR( USED. REWNN. ANCHORS OR CpICRETC BLOCK R[OU91EU. $7AODO1� WJ STUD (SEE SCFINULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH t0) SHEETS 9 THftIXIOH 10) slut I 91;NE J/e-1' 111MIIIrINIIyy' •s`1'P\•'•' GEN ''• ✓ FLORIDA BUILDING CODE Non High VNoci Hu cone Zone) `�'A'flla' K 0. MOIST £ 2/ GAGE GALVANIZED STEEL STORY PANEL pArn'•T NQTL.F� COMBINATION OF �: E.o.. EDGE DISTANCE - * : * * - � STATE Dt''� _:� _ - IL C C O [Ne GLOBAL PROTECTION PRODUCTS, op/n/flme INSTALLATION DETAILS FOR REGULAR PANEL, INTO WOOD ALTERNATE LEG BEAM REQUIRED. st � � .._. LOCATION I� ADEOUAtr OF EXISTING w000 � � BEAM TO 8E CERTIFIED BY .[p.�..: _ Ed -' aECIs,LwED ENGINEER DR I '. I' / b� ARCHITECT Pawn TO sMIfRER MSTNLYLtIDN. Ltppp ANCHORS _- . — I III) NII1 1 III ITRIfi411fill, 1111111 iiifi9'hhllIpj'I'I1 I1 I!I _'IP'I''19I11* 'I If�� I 11 I I�l I � II ':1,I' I I I L ! I I I I' II 111 END CLOSURES DETAILS FOR CONCRETE BLOCK OR WOOD SAFETY �( E-z HANG .... _.' 1 INSTALLATION IN STRUCTURES: VALID STORM PANEL POURED CONCRETE, FOR REGULAR. LIFE C� SYSTEMS _ _ .;. 4 ,O CI) � OR 1 OO=iK 402"Max,�oR vARRs I O ® ]'..• ,IODo FRANK a' . r . o6J' J,oe n-t..Ggl eau -re ALl,p1' ,XN,. ALIRL Sr w..'1 `` er, 12 ISMMLO W1NCarC. (ANC,eT[ &LOCH OR 2'.4' WOOD FRAME �L`i,l Rtf[ PatAWO COIL I 1 - zM'112 ,/.'.. 1)/.'tA1001N TAPEDN 6 O.C. ;:. ,. .•«.� I RCOIJKD M �.j L _i"� COKCRfT[ FRAME 1 ROO EDOD Itr41[ `� RFWARm I 1 N•prd • ,Y O.c�_. DR® 7 I' / YV, - M 'fir l NAv l w1nP1 a a / W 1 I 1,,.zl •J 1 ,NAPES r1 CYI ANVEI 1 YACr3N ANGIOR T 1 J l , _ Mn - 4r • : oe I ]• I 2• A6! 2' a• KIEIIMIE LID IDCArHOM COift. -#: �7,) 5 LAM }O< [ K733 �, 1 GAOar ALW. ANtA[ all 5l r.-- --- I - 1rA[• Y K i ■ OR , 1 cN ]N1M�_NIj •k 2 I/x' � (�� / _. p' - I / Can iauL AnL i C\ 4e.. 1 AM' 3105-N15. SHEET WT. ALLY. Goff PLATE P- �.� i f T/4� / Pawn CONCRETE. co N0 TE _ Rlaa .X+ RooD RATE REDINND / 1/.• . BW ♦• ..022' to 12 1 Mt. ,2' I1. 07- O,. BOSS-n .11aY -. W/AICR.AH G-t. M.N ANNOLL CASE A LAN) STALE t/♦'. ,' AS N) E B SOME 1/4'-1' CASE LA C N) SW.E 1/4'.1• CA E D (LAN) S P SCALE 1/4'.1' 1.5x _ (MIN PAIR OVOfAP BEYOND t 1 � 1 .tsLwED CONCxETE. \ a ROEx Oq j•'{ vas 1 \ t 7 ,.' ROOD FRAIL ,S AM, j •�j \J' ,©Q OR jy� (LT d` ® \l SOLID-Bn OR EAU-w 6L0 P TE ANHEIW r M rOMEp CONLTIEt [x�nNNG IRtlN AT OWE AIO CpKKIE BmOIE•.. -TOP, OF OP 011 SCMWULL PUS (BEE a Y..• Y000 sOQ a tx•F7OL fCn[pAl ON LIEl15 0. f}AY[ 1RaY0[D AS WPEIGBtF le 6 11) OPENING VAOnt IQIflRD COrICRFi[. CaNORE1E BEOGH M 21.' pOOO ERYK REQUIRED i/ 1.1 `' •. ` ,E L ' // 1-.__a VARIES t/ 1 •© OR($ `w ..� (1)eon .wfam man I S• �' I � --1 FIAT - 11DV1 I FLANGES RARN1II ro WALL (Never Cut EHO ftnvo X 8.0 DISTANCE _ "•"[-"'� 1- ) -� ,i, - -J -_Lal / R,t :rota -- . - Wo ,,,,MI,,,HN„ Ea A:•r/C(//' sjASE G (PLAN) SCREE 1/1•.1• �__� -J uD NUN r v o.c J'•�"1GENS• vMJD FOR DIRECT MOUNT NBTALIAT'gN ONLY • r'r f ..-1 s CENT ILO PAM INSTAL non AT WALLS W/ t $ :: No. 44167 •. x SURFACE LEVEL VAFNATIONS Wn4W 3/4- * : * ; * FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) CASE E (PLAN) CASE F BEAN) SCALE 1/4'.1- '• .•N} ' oe'•.."to r2mo Tama. ND 24 GAGE GALVANIZED STEEL STORM PANEL 1A 04-61, SCALE 1/4•-,• IDi' ��14A' 5k%F, I ;' 1 - f rlq.. /F GLOBAL PROTECTION PRODUCTS. LLC. 07 ATEM. 1-L E C O INe. �n ; I i�'i�"TV / . ,u r A `ANT. AIN.I N aNM R.. pm N,.,- R. OwnI-Hw .KD I.N. a, svw p16. rL 33N4 NN.pHe (Ia•)es9-lea6 LAX' (9N)♦a.a7o] 20-175 AE UW.AMn .rrr•., G-WOt71. aILTp A TILN 3r., rE WA..• Poe"No r Y If yQi e a to (VAUD ONLY FOR PANEL 1QINSTALUATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 @ 7) MAX. AS.D. MAXIMUM ANCHORS SPACING FOR E.D.. AS SHOWN ON SHEETS 6 AtJIAPPAL 9L DESIGN RTMNGE * •AHVLENGTH(P.R.r.)FEMALE PANEL TAPCON LAG SCREW PANEUAATE PANELIA7E e100DVE 0 PLUS FaF �(R.) IY 1J'1]• Ir bD,O -- - a - - ] - 1 -. OM3 ) a (TOP) -6 1/2• 5 1/2• 6 1/2• 6,n - _ _ 1/4" _ 1I 1/I _ _ .e 6 (sam.) 5'-0•--- - -- - - a^ -- '- 11 - ---___6•a ) LESSOR - - - e e' _. e 90n0Me ( ) _. __ -_ _ __.._- _ - W _u ,3' 13' • - a --- - 13 Il TF_--- (BORdI) OR LESS 7_ 1r to .... _.._e ,/I W (TOP) ____2 - 13 ___Ir ----' tY 3 3 e 1W (BOTTOM) ( 7 DDT') 6 1/I' —.. 6 ,/7' - 6 1/a' _1 6 1/2 _ I 6 .. .-- -- - __ - 4'--- 6 1/x- a ,/T'... __ ) 1ro4• - 4 1/2 -' 4 1/z . 1/2' _ 7' 7• 3W (BOTTOM) _ 10 ;n' 9 ;n .. I2• -- 12• - A•_ -- W �) -- -.-.-_ - --. 2 .-_. . a 1/Y W (90nOM) • SEE TABLE %t FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER SEE TABLE FOR MAX. DESIGN LOADS PANEL LENGTHS SPACER is USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. DESIGN MAXNALAW ANCHORS SPACING FOR ED. - AS SHOWN DO SHEENS 5 At 7 APPLX'ABLE PANEL TAPCON LAG SCREW PANFLAMTE FEMALEtoPLUS PANEL ATE WOOD BUSHING PRRATIN ESSURE (P...r.) 7ENW •ANT' OF THEM LEIL (H_) 13• 13, 13" 13' 13' 10 - Is• 1r _ n - e , w BmTai _ _.- ,r _ e t/a' 6 1/2 a I/I 6 t/2- -- a 1/2'- 2W DoPI -- - I 4 6 / _... 1 T 1n 6 , 4• / (eorT- 3'-0' -._ . . ...-.- - .--- -- ... ...-_ ----_. - OR LESS 7 : e e' a 70 (BOTTOM) 13' 1S• S' IS- 13' (TOP) KS -45 _ I J _ - ,Y .__--I I] _ ' _- 3 t- 1' -.. BO TOM) TO N75 -7D 14 ,]" t]J. ., 13 10' w I] I]' 3 IS • / W ow w"Tow) 1/2' s 1/2 6 t/Y 6 ,/2' a ,n• DpP) 12 1/2_ 9 +, /4" (i0n.•I >5'-0' - ---- -_6 I/4' ♦ 1/a•-- - 7 1/2' --- '- GDP) r' y S• '- 7 1j2 --- - - - 5 1/7 a a. a- - aN MMM,a' --- IJ' _ 13• 13• to' 4W (BOTTO • SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS B MAX. PANEL LENGTHS WHEN SPACER tI 15 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 Imu- l e ALM DESIGN WAD MAXO M PANEL LEW" 40 PSF OR LESS a'-6' > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF 5'-10• e MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE fpAALE ID OR PANEL MATE PLUS ANCHORS h W/ M !�P*QMIt!A;4,, 1/2' O.C. MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDWI FOR REGULAR STORM PANEL(I)INSTAL C (VALID ONLY FOR PANELQi INSTALLATIONS AS PER SEC110N5 1 THRU 5. ON SHEETS 4 k S) MAX. AS.D. PRESSURE M:M, IA%MIM ANCHORS SPACING FOR MIN CO. PER SCHEDULE BELOW AAP'PI.GNU • f,F OFCf7 ,nON LIAXIIIUY LENGTH (nJ MAX. A.S.D. PRESSURE (p4. MAXIMUM 01ICHM SPACING FOR MN LO. PER SCHEDULE BELOW RL• t mo(ftE) MkXw1M LENGTH TAPCON SOLID -SET PANE7lNTE O PANG" Rl/e xAMAC-NAeN CALK-N TAPCON SOIn-SET PANELAN 0 PANELMATE PLUS SMMC-NOUN CAUL-N ro ro m ro ro ro m ro ro m aoN sR ro Na. -aS L 13" _ 13• 13' IS' 13- 1T 13• ,]' 1]• 13' Ir 13• 11' 13" I v0 OR ItSS .45. -45 To •66. -ee 13• 13• 13' 13. 13' U• 13, 13• tr • Ir 11 1/2 I CI LESS 13' 13' _..._ 13• ,r -1]• _ . Ir Ir _ 13• 13• 1J' - , (BOTTOM) 13, --- 13• - Ir 13' 13' 13' 1]• Or 13' r - 13• 1 J 1J• ____I tr t Y 3 13• 13' 1J' - 13• IJ t! - 11 1/2 n n ____ _ 1 (BOTTOM) (mPI _ NO Ir 1 • 1 t J , • s , • 3 1 3 _3 _ IS 1 3 13- 1 3 U• 13• 13• 13• 13' 1 • 1 T3' (TOP_ 7 ) ( ) 1]• 3 1]' 13• 3 13' I- r - III e' e ,J' ,3' _.. , - a 13• 13• Ir t • 3 I3• 3 13' a J J J , 3 - 1 3 1 1 a 7 / ,- 3 - , 3 Ir IS- u' lY ,]• , s 6 1 4' / u• 6 1 4' / a (TOP) 3 WrMN ( ) , • a u' 1' 3 1 3 u' , • J 1 3 , a u' - u 1 2 / a OP (TOP) , 1 2 2 / _• 6 Ti6, / ,• / 1 i I S / _ I t 1 2 / - - 2 1 / I la , 7 / a l 1' // 6 Ile // _ 12 1/2-12 _u-_ 1 7 a 1 4• / _ e t 4• ] (BOTTOM) - a - _ e' _ Y e B B' e' _ e' e B' - - 3 __ '3• .- ) .._-_ a' 7 ,n' 4 GOP) 0" �. a 1/7" 1 3 -._ t J -- J - - _ S' - a e' I] _ e 6. 7 __ 1!• ] 6 i j.` e ,%2 1 J _.. ,• ] -- 3 e i j4' _ 6 a Y ..__ , r — r -_ -- 7 1%Y , ! a !' 1J - t]'_ - Ir - _ e - - 1J __ t 3 3 --_ - _ e - a' _ , 7 ,r - I! , ��. s ;-- -- • 3 - a' 1,, ] _. -1 1- - 3 6 S t3' a' 1, J B _ IJ _. 1• 3 1!' IT I/..' 11 ( oNq _ / T I1 1 I / 6 , .' 4 (Wtl%-4 ( 7- _ 5 BOTTOM C ) 6 (Bon.»1 S I, J t3' _.,__ 1J' -. .. 7 -_ tr , J .6 1/4, --- 3 (TOP) 5 (BOTTOM) I ) ---- (TOP) i- GOT") T J -_ 1 ] J '_ - -- 13 --_._ 1]' -- ] U' _____ 1!' -- J ii ; j1' __._ ta" t 3 ! jT. ta' ._ . , J E -i�4. _._ 1 3 _— , - J - _ _._ ____-_..-_ t!• _.__. ._ 1J' _____ 1- J ! 9 Ile _ 1]' , J -- - - 1 - 3 - _ ,3' 6 1/4 ---_ _ _ 6 1%.' t3' .._ . Ir S" -- T ,p' -- 13' to ,/2 -- _ ,J' Ir ,3• r _- _. a +/2 13' 7• 7 1/2 5 1 2 ,r 4 1/2 1 (TOP) ro 13' 6 1J' 13• i3' 6 1/2• Ir a 1/2' 0 1/2' 5 1/2 - lr 13• Is. a I/ E 1n- I (HOP 1 (BOTTOM) ro- _6. - ,r .- _. 9 1/2 10 1n -- 7 112 - ,3' - e- --- , (10" M) _ 13• _- .a' 7 1/2 - 6• --._- 13• -.- Ir 17- Ilk it --- t3• - ,r -- tr ,3- -- Is' to- Ir - .. To- 11• I23 - 5• 1"It'X-li a 13- 7- - ,3• 7' 7 1/2 a 112 IF - 4 ,n' 2 CII - ! 1/2- ,o• 10' Ir - a 1/2' 9 112' — s 1/1' 13' S 1/2• 2 (Top) 13' 13 T 7 1_ u- ,r ,' e ♦ / 9 ,/a u• 9 1/x • 1/2 m ,%a ,° I/21 7 ,/T 7 In r s I/x• 2 (BOTTOM) 13" 1T 7 ,/Y - - 7 1n' ,s' ,]' u' -- tr 1O' - ,0' ,1• e^ ,r a 1n• T (BOTTOM) ..- _.. 3 (TOP). J I3o1704- ( ) R )6' .7 T I ,/a e l 4' / IS' 'S 1 4' 6 / 6 In• 6 1/ 3 (TOP) 3 BOTTOM t ) -�..A_ If' e' --- ur 6 , .• / 6 1/2' 4 , •• / 7'J• 12 1 Y / 6 tl 4' / � 2 n I7 7 / 6 / el ♦• / 1 •, 7 a / 21.. / e7' ea' 1 ]1a' / - 9 1n' a'� e' ,3' 4' 9 ,/a' I S 1- 10 1 7 / - 7 t/Y 61 a• / T ,/Y' t3' 3 _• e' ITC') 4 OOTTCO S (Tt7P) / 2 e• ,Y 1]' I• 3 - J 9 I/r .._ a +/Y -. e• 6 e' 13, 13' _.-. ,3' 8 1 {' / a ,3' 13' lr • 1 1' / -- r e' 1]' - +r _� 1J• 6 1 ♦' _ _... ♦ - t0' 10' 6 1 2• / 6 1 4' — e e' 1J' 13• -_ 1' J _... ♦ - — 7 3 1/2'i .. J T / - --- 6 T / J_ ,]• -- 1J' ._._.. ,7• - � T,]• ___-..-. TH13'- s/ 7 1/Y - (BOnMN) Ir 13' 11, _ to- 6 1 2• / 11• -- 11' f, 7' / e' e' of, a• / 13' - ,3' -_. 1J' 6 1 % i 6 1/2' -- 6 I' _ a 1 7' / a 1 S (TOP) --- a (aOn MI a aP D )1 (aD ) 1 0 a 6 / .' --- ,7' -. /3' 0 1 ♦' / 9 1/2' _____ Y 1 6 4' / ,3' 1r _.._ a ,/2' ..-_ T' f0 t/2' _ 7 I / 2 _..- 7 ,/2• ._--___ S f / 2 tr -_ t r B I ♦• / ___ 6 I/Y -_ ♦ 1 n 6 1 ♦• 6 (BOTTOM) - 8 (TOP) 6 B07T.» I SCE $HIM I I TO ANCHORS TYPE a SPACING FOR OWAUATKNq WM WOOD EMIT WXDO" R WNeRM AMOCR SPAGtYA AND UA A EDGE DISTANCE ARE INDICATED ON 1,11111 Sa6DIAE MR LD LESS THAN .MT3:TO OR SCHEDULE REDUCE ANCHOR SPALwr N WLWYM SPACING SHOW ON SCHEDULE In THE FMJO•IN0 FACTOIf4. NOR INS, OKMIION TO K POSSOU. RFD) = SPACING ONTAHED UPW FACNd, SHAu NOT K LETS THEN ,WOMM SPACING 010.0 D FOR EACH AMOYCP TYPE ON The SCHEDULE 1/47. i/.•R ,/.•. I/.9. 1/4% 1/4•0 ANCHOR TYF■ 17PCaR wuw K ----- -- ^W OMNtc IgAN rAu�I MaM,Y ANaOR SPACNO (M.) 3 > , 3 A In• 3 1/7 AWMMIM IEIK Iw3 .._ ] - G• , - 3 In• , J ,/r ;I 3 ,n 3 ./A - eaTAMlt Ntas IIDD ) AMA nowt Oman FACTOR 1 ,/r oJa _ _ _ _ _ sis 3 I-- .. _.00. __ I. I'm 10 ^ SPACINGS ONLY VA)D WHEN SPACER®IS USED. SEE #1 FOR MAX. A.S.D. DESIGN LOADS a MAX. PANEL LE WHEN SPACER IS USED. i 3' MAX. D.M. 2Q. , ie . DI ) .. -.1 - - _ - - - --- _- O O O O O O O __...I..----------,---I------,----.--_I __iIII I , 1 i i I _� ___ I __� ( J, I 1'. IL I I. I I I i � i 1 1 f i I I 11 I 11"Jl e A9.D. OEM LOAD PANEL LENGIM 40 PSF OR LESS 6'-6- > 40 PSF TO SO PSF 6--2- > SO PSF TO 60 PSF 5-10" e MAX. PANEL LENGTHS ARE DNA VAUD FOR INSTALLATIONS W/ SOLD SET ANCHORS t W/ Qq SPACER AT 12 1/2- O.C. - - - -.ANCHORS (SEE SECTIONS O KYEI/MTNES ON SHEETS la. 14, 15 k16)---- - - - __ .- _- - +R-tA/13, R-2A/I3, R-3A/14, R-1B/13, R-28/13, R-38/14, r MAX.' R-tAW/15. R-2AW/1S. R-3Allf � R-18W/15, R-21W/15. R-38W/16. I-:!#N-. -- ---I--. -- ---I U. /ril1'I-20x1' S.S. BOLTS W1 1. (USE FOR PANE! IINCTN III,II. 01 1 OVER 7'-67 1 1 PANEL LENGTH REGULAR S�DRM PANEL + i 1 1 '. REGULAR Sr$RY PANEL li e•-e• O .40.0. -40.0 P-•.1. W MID P I OVERLAP PANEL LENGTH SOL : 1 : (/ >) I ( Lt SAtTr ORN PANEL ! ------ I 7'-e' O ♦SO.O. -54.0 P•..r. I I . (W/o O ED'AP MO " . LENGTH 90Ln A - A_ 1 ..( . I 1/4-0-20.1• , . �1, , - - , - - _ - - - .. _ _. _ USE SAT6ALLL MIOLIONM . PANEL LENGTH S,s. ears w,(� ., AT EA OwE>i,d'' i I � : -- -- _.. _-.__. _ _ _. L--._--- - -. ._- _- _ . e' __. ._. _ _ i _ Y.- -- -_. _ -. ._ - .. . - . , .'O-. --- - , 1 i I . - I - - . - _[_ -- [ - - - I --- ..____ _-:_ __. ._- -911-. a UPE SAFETY -,. I 11 X , PANEL BOTTOM CORNERS O z D.M.,�, L--- ---- - OVERLAP- -oVEMM Or O WNG NUT Al i�D ERNE NOT AT �I' MN. R-IA/�LRIGHT PANEL R-2A/13, R-SA/14, R-111/13, R-29/13, R-3B/14, r MINI T' SPEEDINSTALUP TO 170ONLVAUD FOR WIND ,' HAW' SPEED LIP TO 770 m.p.h. R-IAW/13, R-ZAW/15, R-SAW/19. R-1BW/15. 11-28W/15, 11-38110/16. ---- _..... .. - ...ANCHORS (SEE SECTIONS At ALTERNATIVES ON SHEETS 13, 14, 15 kill)- -- --- ... - ..1/4" MAX. CAP LIFE SAFETY STORM PANEL (J) ELEVATION (t) - �r��-�7 SCALE 1/4'-,• t/ REGULAR 2.6e7' 1 REGULAR 3{• (t .( ` STORM PANEL (MR UTAP-liMIXE MEl£r) STORM PAN ._- _.. .__ ... __. ____ ____ _ ____ _ _ ___ ___ _ 1 gg't' fi�7 2 LEE SAF vANEI z * * !.. � L FLORIDA BUILDING CODE Non Hi h Velocity Hurrloon! EXTERIOR [VXF-; --IORIDI•,.•'•1r/v4 wmn n1[Hx, W. 24 GAGE GALVANIZED STEEL STORY PANEL ORn / G� S � �1 (- .'K.. IL E C O INc. GLOBAL PROTECTION PRODUCTS, LLC. POI �ECTIQ'1 A -A _.__ ,60G l.w. 51 $"W STALE 1/4•.1• 1�l,,-- � ,'-- p,NY-a 17�e.-'pf.•j Ym-nl�w wrE_L55aMe-7e•ILe.'AR, aMllaa-s797 20- MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.t.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL C, INSTALLATIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURE (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 k 5) MILL A.SA DESID31 PRESSURE P�L41N; UkU^W ANCHORS SPACING FOR MIN ED. PER SCEDAE BELOWHT:i,�;00 A "JCAett ro �„1, MAXIMUM ►A/EL LENGTH (NI.) MAX. A.S.O. DCSIGN„A PRESSURE (p...lj MAXIMUM ANCHORS SPACING FOR MN E.O. PER SCHEDULE BELOW !AE1 THEM HuxatNM PANEL LENGTH (K) TAPCON SOUD-SET AtElAM PZAJAC-NNU11• LUS TAPCION SCUD -SET if I Z MC -NI CAUL--N ro Orweowa ro mm�M m ,710N m ro ro mmOF >•65, -63 IaS 7S Ir - 3 ' 13' 3 • t J 13 _ 7 1 • - - 13' 11' t • I3' ! , ' ._lf•I 1 ! IJ , - Ir 1 _ 3 , 13- - , J 1 • 1 '(BOTTOM 7)- y-q- ON Lm .7 -7a 3. ♦IItroR6 3 1 - ] 5• e 2' / ] , 3 10 n 1 ] 6 1 1' J 6 1 2 / 7 1 s I /r t r 4 , 21 /- ,1 eO t OR LIM 1r 1 1 Y ei 2 / , 7 ,' J a' -i , 0' - / 2 -1 t3' 6" --.._ IIOR011.._ ( ) tl' 3 - 3 ,1• - t Y 1 o (ia ) 2 6MnrM 1 J J ' 1 T. e ,J _ 1J S' r 1' S , , 0 n 1' s e a I Y 3 n-1 , ] / I S' (TOR) 13 1 3 + r_ n 1' _. _/ 9 n _/ p n _ n n 6 1 2' T Mi (eDrro 3 - Y - 7 3 - - ' E I/♦' 6-,/A' - 3 -OP ] (eDrtOY) 7' - -]• - e 1 T / 7 D - - la' 1 /2 -_C'_- tl 2 / -1 7 1] 1] 2 /T + e / 9 I ' 7 6 /1 t ] 2 /2 e 1 T• 6 / f0 1 2 7 1 • a - , 6 1/4' 6' B /4 3 ) (B07T(K,1) ♦ (TO►) OM (BOTTOM) RoP ) s (eDndM)3 STOP-- (BOrT») - _ 121/2•Ia 1/x a;/a' f 1/4' 17 ljT 17 1/2 P 8 III:.n -, __- 5' -1, 11• -- e• e. /J 1 J3,- 13- - 8 1/4- a' - e_-L6- uI'- 1]'t 13'' 6 1/4-/.• • e• e , 3 • 1/2' a , r - ,r Ir . - _ T_ ° ;3t + 3 1J - - s• _ ,, x ,' 2 !T _ - 6'__ a ! I J - ,s" - a I/Y a t/a' ,o - 10 10 -- a ,/ - t (TOP) 1 9otrWj 3 (IDP) 1_ 5 I OM (60 ) S ;n' 1 ] IS 10, n - . a 1/4' T a , s 1- T ,- 3 _. 6 1/4• �-In" a f 1 / I 61 h 6 1/4, -- 6 , 1 _ 13 13- - 6 ,/4• {• a 9 1 2 / 61 Y / --: s , 1 / 1/2 a1 n 1 a 10 i n 1 1/7 - ]' 7 1 /? 7 1- n , 6 /r - - . 1/T - s 3 1/a• e aI . fa1]- a Ia D. ;3 ;7 Ir 6 1 .• I r 1] • I/4" IS - 6 (Tom -.-.- 6 TT.») J -_ - 13 -- a 1/•• 1]• 7 1/T ,]• 1J' 1J' 10' Ir 10" „' a' ,]• a 1 T L 1 ) >s -e>w-e. 70 °'� IJ' s' q' 10 1/2• 1r a 1/r 1]• a , Y 7 In• 3 1/a IS' . 1/2 + ) ro 7'-a. t]' 7 tn' U' - ,r - ,1 , 1 o n ,! -- 10 1 n - I1 Ili- / - 6• u- r I BOTTOM ) - - 1 _ �__ ,1' 1 3 ] 7• _ e 6 Y .- S' U• --- IJ• i - •• _ ,]` -- 9' 10' /2 Ir 6' • //2 _ 2 (ro1'J - ty' u 7 I/2' 7 In' E t a 7 1 n ,T _ 9- 13' .. ,0 IS• . ,0• 11• _ e• 1a' - a 112" - 2 (top) A' 10 ,/T _ 1J' _._ a 1/Y ,3' _ 6 ,/2' _ __ 7 ,/T a ,/2' - _ . Ir J 17 ,/a',] 3 I/2 1s 1 , o n s 1 1 2 o / 11 , / S e u 7 T BOTTOM (BOTTOM) 3 OU r 1. _- 3' t] ,Y IS U' 13 9 n 1] 9 2 / D a / n 17 I!' e ,/,• 6 1/2' r I a 1] 13 __ • ,/1 6 2" / a ,/. 7 1/2' - ___ 6" a- • +' __.._. a ,/4' (BOTTOM) 2 BOTTOM ] (BOlTC1) 1 (TM) - 6 1/1'a ,0 1 1/4' 17 1/2 1 1 2 6 1/4' , t 2 - - T ,i f, • 1%4' .' _ a' /! a 1/2' 1 s 1/Y y t/a. _ 1 d . n 7 ,n• .-.. - J• _- 7 n /7 3 1/2' _._ a I/. r - 6 1/.• �J' ._ r J (locroM) • (1O•) . (emrou) _.- ° (70P) 6 (SOT TOM) 6 (Td) 6 (BpTT •• 2 1/T e' __. tl ,/Y to 1/a 6 ,/7' ,1 3 a t/, 6 ,/•1' r e tr Ir 13' ° 1/.' 6 ,/. J 1/Y - _ 9 n 6 1/7 6 1/.' 17 VI' a' s - 13, _11� . ,3'_ 3 1/2• e' 6• 7 1/2' a• 4 1/2- 5' J 1/2- ° 3 I3 13' ._ ), 1 7 7 t/2 7 1/2 _- ° .. _ I' 7 1]' f7' _ _ °'_. - .. °" _�. n 11 , a / , ,/2• ,+ ,/?' - _ e- a• e u• trU 4 (adrloM) _- 0 HOP C ) POnOM) - • {BOTT _) 17' 1!' 13• ,] ' 13• t3• 1 O 1 2 / to 1/a f0 L/2 . t 7 1T 1 1 O 2 / 10 /a 10 ,/1 1 7 ,3 6 2 / 7F"'.1 I ! IT• 6' t]• ,! _ -- S• .--" 4' e t/4' f , 4' a 1/♦ ° , •' -. _ 6 +/.'4' wt SHEET II roll ANCCRe TYPE • SPIONG FOR INSTALLATIONS MO "O rmw MAOa1D6 • MMMW AMOCO $PACO= AM HAIRY. EDM DISUNCE AM LACRATm ON TELL 904DhL FOR EEL LESS THAN ROOA7tD ON SONDAE REDUCE ANCHOR SPACING A MULTPLIIND SPACING MOAN ON wwom w THE raUDN4w rAVM FOR THIS OPERATION TO K BME• PORREDUCED SPACING DOLAED UKIC FACTOR SNWU LGl WE LESS DAN NYI.AY SPW M NOMM NOR EACH ANCHOR "t ON THIS SCHEDULE ANCHOR TI}E 4.. . ___ t/,• ___Y __ ,/4 _ 7r0BMIN" 1/4-0 _ 1/4•. -.-_ 1/.y _ .-__-... tAOpI s4M-!1 0 INAN OYRG-IYM ---w WIMM ANCHOR SPACING (M) 3 J 1 3 2 ,/I 2 1n '4ppMMFpK (>Q '- J 1 ,n• r 3 3 1/E' 3 - , .. 1 1n... 3 ,n' - 1 In J I/r DwtlNd RAJ orooc a,' A11BL nowt 06IMM ► , In• DJ• - - - - - _ . -J I/1• _ _ -I _. alpI _ -- _ _ .. _._.. DJa _Y• Ga D.n- I'm -- - .L13s, -,m . I.--EOe _ T�-- '• SPApN(S ONLY VAUD WHEN SPIICETE 5 USED. SEE T1�6tE II FOR MAX. AS.D. DESIGN LENDS t MAX. PAEIWHEN SPACER CIS USED. t/4y TAPCON ANCHOR O 6' O.0 EXLST,NDy GLASS I, 11 C 11 II ■ N D ( 11 II I• MIH, If- SEPARATOR II ro CLASS. POURED E OR CONCRETE BLOCK REOUMED. Q ` MAX. _ ( -i ilI TAME &I, e 7L8.D. DESIGN LOAD EMXILo PANEL FIICTM 40 PSF 131E LESS W-B• > 40 PSF TO 50 PSF 8'-2" > 50 PSF TO 6D PSF 5'-10' e MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL 1NT0 POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/6•0 TAPCON ,. EXISTING POURED 1/4.0 TAPCON EXIStIK POURED ANCHOR O 9' O.C. CONCRM OR ANCHOR O B' O.0 CONCRETE OR . , CONCRfT[ BLOCK i/ CONCRETE BLOCK i¢ REOUMEO. REOUMN. ,, C, O uAr - ,/ VAx. D r-0 11 I 1• Max. 1 PANEL LENGTH tlB r wt SEE Ell N)N II ON s u) SHEET n 1 I o- -- i � I L'! E.D.• > ;, 1 ,, j 1 1 • I 0a1/r i I wI 3/a 1_ ... I 1 . 411 / )/4-0 TAPCON ANCHOR • 9• ox DIMMING. POURED COMCRM OR CONCROTE BLOCK REDLKRED0 REGULAR PANE WALL MOUNTINGS °FOLD ]/a.,' 1 -v. eae r A u 1' MAX. 6- PANEL LENGTH SCE ELEVATION I ON SNEFT 1 2 a a\\••uIr oL I _ _ 141 ,/4•a TAPCON� ANCHOR O 9" Do ' EXISTING POURED CONCRETE Oft lbNCRC,E BLOCK REOUIRE'D. 9[E SHEETS 15 a Is NOR ANCHORS no= m 1/4•. TYPE a SPACING FOR ISTALATONB ITO TAPOW MNYW A,O•I erAONO (YL) 3 OM FRAIL MALOO" ,IKIWW ANCHOR SPOCOM AND MINIMUM ,M..MN4aY oon.Y O.3 -- ANonYI SNrRY er .O,I 3 _... J SOt oetAHCf ED ICCATm ON IWe 4CMEDUI.E. fDlt C.0. UL THOU aaEAlm 0. SCHEDULE REDUCE ANCHOR ~AC BY MATPLYING SPACING SHOWN oN SCHEDULE IN THE FOLLOWING FAC"M AWK OK D■wst so Mom _ I ,/E• -. _-. -_ __ A •n• .- e� CA, FOR DM OPERATION TO K MSS LL ROUND SPACING OB,AMLD USNO FACTOR IIHAU NOT K ILD9 THAN WIIMM TPACIO MMK,ITED Nat EACH ANCHOR TYPE ON THIS SCHEDULE. r -- -... _.. YAD .. 3 '12. 1 - I It rXSTINC-It It CLASS s _ ,/, 11 u I II II Iypl / 1' 4M. f IT- SEPARATION - N TO GLASS 0 Hurricane 1/4•0 TAPCON ED �POMOR ANCHOR O 6. O.0 p �.': '.. CONCRETE BLOCK NEOURm. % C> ,Y 1 ( 1/Y 1/4• /;-_ _.. . ED• 1.I : ,.:I 1 .10 N 1 Mn SEPAM 1 •'.-JaH• i Ex TO T10N..� OIASS. I II ,/.tN-EG.,' a can N OUL4 A P. D� ',F Sa wn e A p ° I ` I u 01(RIAI LvmH/Maa-.n M I s 1 1 •L• MAX A s I 1 t• IPANEL LENGTH (SEE ELLVA L O I a LENGTH LL (SEE ELEVATION ON SHEET 12) II I ON SHEET 12) n II , 1 I .___-_.. IF _ __ 31 E-0• 1.I I 1 ED-.I---- 1 - i EOkb:-L-_ I , IlI EO u1,.1Y- can ]RARfT[6�AO EO H/�~' / • IE l pi. can W , / • • 13 , c y . I/4y TAPCON EAPCON ANCHOR O 9. O,C _-I/4's - ANCHOR O 9' Do EXISTING POURED CONCRETE OR _CONCRETE BLOCK REOUIRED EXISTING POURED CONCRETE OR ._CONCRETE BLOCK PEOUWIM WALL MOUNTINGS 111.f,NNr.-_ SCALE 3/6-,• Hurricane -4• s CA -0L- CO (3) +�+ .a__P U 'C N CD 1L O L- C .CM CU -6- -0 , CL � I C � �P `4 55 O O -2O a) IIIL- O %V U- O CIDO > NC- O /R L �-- CIO -0 C . _ Cn Q A N N -o 14.- N LAJ C3 0 O� V d n CS C A C., n3 N - � CO >,0. N C w- CL- f;) U) , C',I .C: t/1 CJ fR a, a3 a 0O LI > , - I= C. ai - cr Cr _ -- c O T O) J] - U Q) C CM No N rZ 37 .7 CO 11 Li I-) w INSTALLATION DETAILS FOR UFE SAFETY PANEL nj INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INSTALLATION DETAILS FOR LIFE SAFETY PANEL In INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ypp INTO WOOD STRUCTURES /4'I AI,CON _ _ [xmna Po o t/a•F tA•CON .. PDUIIfD _ I 71 iuNtE ' REQUIRED - .1 _ Op`x)� - .I _ . _ _ ' CONEOft ANCHOR O 9. G. y CONCRETE BLOCK AKWA 6 e 0C 9= BLOCK Ali 1 1 4' FIC/OER R I c REIXWED, NI[IXD. t 4y 1APCiM •y iAKC0N1 i , C'1 TAPCON _ , TAPCON • �� HEADER 1 1 -CURT ' - WOUNDED, 1. / jt // -l' / / II, }B ..1/2• ._ 4' > . �/ I/a•I., �/1' ',.' �' _..ANCHOR a 1 .0 1 ,: Ii ANC/10R • 9. O.0 '� j H'I l HNOR • O.0 �,. 1 17 ail A}FNOR B 9' O.L', .. N 1 I, .._ _A/I/CNOR 0 a' O.C. - ,1 1 4'a 1APCON_ // }rL 1 r 1 4•P rAPCON //�� NOR O 9 O.0 14YI:.. `:A1V1. F ... 1 1 . '� ) ie C.D., i 10 r EU / rs :_ 1 , 2 �1I', WlD,.. �I ) _. •11 - __. . Via t/2• L�il_NI 1 I� I I 1 l��•.. /, I /r • T 1/i• LI/4_... - E'.� '/I. t a AAA I/Y )I T11 J / .0 Mode1n• 1/4" H \ I , - I1/4'. u i i / v I / / I / I 1 -1 2. 1 ll -'" -- H - MAR.`- . ) CD a) , I j4 1/ < > WTI 7 1 tzol! n I .. ,; �� SELL ',. 4, , ,t N '1 - 1 ( AF. 1'' T__ /� 'j / 1 YI . I ACTT I I,. / '''� -r' .I 1 aA ": .f .r r' R.Aa I SCPGLMSN/ ; '/ Sean r rX I , .1' ,• f 'i_I to man Y I M i v. ,• l_T�� . ;� I I U'°IJ�. Cry . 1 i L 1 , V N I e H M r---T i In /. hT1N, N ro DIAss. . j I_ v. hJ4., 6-H _� Q �__ I • ♦ 1 1 I" N t ow f.�, E71 i �1- I 1 { Jo. i ,/' 1' � A u 1we, - [R I L6 6a1S Y R V' r r I AEA n I T n .' LXan �* A A 1 GLASHs S� j 1 I OlAss 6 r_- I o w to tXC.'11Np,,,I GLA'if 1 A W' E� S� p i �; eaAn r E Y ,"-t t n u� i , f i 'l• Me.. y I "L' YAx. p _ / 11 =S T R I IDRKH.� GLASS A I I ,I ` A M EXIST A 1 O IT 1 1 PANEL LENGTH + . �� A --,�,. ) (SE[ ELEVATION e I 6• (SEE [LLVAiIONH ° L 1 1 - _ _ _ _ t• A L - 'L' YAK PM; I ON SHEET T2) A I l W. n _ f. __ ..::. I e l' MAX A ,/` I bat rW, Ara. A -'t, - JJJ 6. PANEL LENGTH 11 _ /• i - 1 OI�dP T'•t) SPAY GL pu i 't' WK. tl I. Mn. I ON SHED tZ) _.. T i , I R �� . 1 (SEE E1fVARON •.,-..--,T 1 ' PANEL lFMf1N A - ( ��:... (6EE ELEVATION 11 1 _ _ _. __ T H PANEL IFNOTH, C �' 11 JJ 1 ON SMi t2) II 1 PANEL LENGIM K I r` e--SEPAM7xM I , I : _ ..... _ l _..� 3[E ELEVATION a I ON SHEET 12) . .... I (SEE ELEIWION ° _ _ A _1 (SET ELEVATION s TO CLASS I I pH ]+j Ia1 A- ..'-(- C 'I:,(D„ Sa1EET 12) : , I p n72)°___ _ 1. ---,,L- _ '� I- ONES.Err K7N p 1 ; ON SIHEET 12) I M.- _ t _ p 1' Ain. v.!/ C. -•% - ! ) N T -_ --- (^7 1 I 4 ,• ri1. I a fr -- --E 11--- SNPARATION- 1 P..._ YA- I 1 .. ' 1 11 I .%S1 IJ2 i,'f f I -! 1� R"-SEPMAlA7N 1 O L 2 D---SEPMATRXN 1 \:/ R ro G f O 9 t' Ain. 1 „I I' Mn i IF I0 1--- I� f L' N ff '`'� 1�' /7�� 7�7 e01+CTtE1E oR L,y 1 i .. EXISTING EPOURM L I e• 1 LL-.�J To GLASS I a ,®h'/ 1 1 To aTAss� . 'r Y , e N �.J . I L/2 1 TO GLASS. i . �\ S. �j G1AST,ON-.. 71 i `J �2 -w I1e'--SfPARAr1ARnoN ; '�i� e V 11 0 If To EXISTING POURED, I,I<�5,1 CONCRETE MOCK(D i. _ i `V f SLOP ;:j .I [A - 1 i I E0. c M. I ( I : �� DC D REOURED •, I n 1/P oc R[OU1Rt1) /, % 1 TRYwA, ` I♦ 1. - • ac 1f • ,K <, ' , pw i I EO H_ 1 __ ,EQ. 1 1 FM H/;" .•F-]a3/• 1 � 1 EO - ::i 1 no • 1 T , _ ! _. I ' ,_ .. 1 - -1 i'�,W 1RA0 Ya __. L _ _ ) E} 1 I' 'I. • ,f„Lc I - ,/Y , ••1_ CIO _ L _1 0 1 _ I ._ I 0 // / I C1 O 2'.-' WOOD_ . . I . -I I. - //ram /♦Y PANELIMTE PLUS 1/Iy PANFIYAT[ :•h _ ars•a TAPCON )lay TAPCON REOUPLATLi°[o _/'e TAPCON 2•as• WOQD PLATE:•3 Y oC �r H i of , 2'.{' WOGp YM' WOOQ - ANCHOR O 12 1/2' D.C. 'Ls ANCHOR (REYLNA) ANCHOR O Y 0C. uNcHOR • 9' OC. 1 .); . .. A7NCNOA O 9' O.0 PLATE - , •4•. TA'CON REUIUIRED RK T,IUWD - - WALL MOUNTINGS - - f; � ..ANCHOR O 9. O.C. 1/4•0 PARELMATE PLUS 1/PI PANELAMIE Plus STAGGERED W STUD ... fTAOGFRFJ7 W 5710 REQUIRED � M 0- 1 I � �. ANCHOR O 12 1/2. 0.0 I ANCHOR • 12 1/2' O.0 SM WCM IS • It MR ANCHORS FHE a SMCRO FOR SCALE 3/e-1' ( L .- _ OU WOOD ( W WD00 wguLLAIW.$ WOO, ropy MAC MaC"& � REONARCD RE0NRf0 .. Cn YKMM ANCHOR SPACOM6 AM MINIMUM m0E DISTANCE „ ,. ARE IMOCATEO ON IRA SCHmLaE. NOR C.D. LESS TPA .... - , ` I • ,NDCATED ON SCHEDULE REDUCE ANCHOR SPAO•M NY _ :� ,. .. • M ARTPLYYM SPACIM SHOWN ON SCHEDULE BY THE .. -_. - .. . .• - r0110MO r41M FOR THE OPEM7ON ro K POSMU, _ _ - 6 I �M sPACMM APED US" FACIDR MILL NDT eEPINE Owil".. LESOO[D OBE LSE INAN IS 3C" I,I'.L'No .OKY,Im roe tA[rN ANCHORww" O L.IFE �Y�� L NLNAA TYPE ON TIN) fotnuLt. s`!l�L A,�rI(I�A4L'4r WALL MOUNTINGS WALL MOUNT NGS WALL YOUNTINOS EAHA rl((;"ay, now I" *Arno« IN3eubot /4.P'.•••••• ✓ y SCALE 3/e-1' p. Ty. STALE 3/4-, sr.EE J/°_,• •• GEN LLJ rrM AIpaW s,'aM lHJ , , . >: FLORIDA BUILDING CODE Non HI h Y•Ioel Murrieane Zone •;i ; CEN FLORIDA BUILDING LADE (Non High Velocity Hurricane Zone - 4416T FLORIDA BUILDING CODE (Non M h Velocl HuMeone Zone •,ArxrwNeA tlnr4n o1) , e - - o..i. rP DN a J ,/i i * i * .- * ^'0Lc''O 24 GAGE GALVANIZED STEEL STORY ►ANEL 'A. _ rW.NM I.AJ o Nr . 44167 eWo» 7aWrO. IE. 24 GAGE GALVANIZED STEEL STORM PANEL 1'r' ]yam: * * atmG TIL7ECO, wL. Fl. Q ?f nE H� 1, INSTAUTION ARE ONLY VALID FOR A.S.O. DESIGN •cLW. aUIL MIN ama (1W RWI011 �•,, . $TOTE Hr . - - - �. mMnan PRESSURE RATINGS (p.el AND PANEL I.ENGTMS AS * : * r : - ' * :r.-�..:- �- o I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.U. S'� STATE OF .:4,ac 24 GAGE GALYANRED STEEL STORM PANEL Z I In' °J' .0Q,' FLORIOP� -' Eq. Nc. GLOBAL PROTECTKkI PRODUCTS LLC. PER ELEVATION ON SH IL F GLOBAL PROTECTON PRODUCTSr LLC. P ) P F(R _o.If DESIGN PRESSURE RATINGS (.e.f AND PANEL ' -^/' STATED I L E C O E we a2 .r 0 GLOBAL PROTECTION PRODUCTS• LLC,J._'C±-_ DA - � /Oil\ /" VZ�•cti? T wr SO 1aum+.m Q� •K° to. N aN,al P N E, I INc oa. Y ,WA a• R. MA HW,P.wnR. N M.w 2. FOR NEW WODO FRAME CONSTRUCTION. WOOD 9y '0 •. F( RIOR '� •WZJ • c y'4v S ONA �6 ape . s, Imm .... .. os. - H.oG L w... u4U a,-,:W .ti , ONYI w1-,w PI.aN'_ aNNe•-na, rA. fe5•N•M-e7MT 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ,e• O .• / w 3a..�. a.ww, n n.w O1K' N• �>H 2O-17S 2. (FOR NEW WOOD :BANE CONSTRUCTION. T1WOD E / j 4? YF. >r r r Asa a Ar n. JJ3", 1• WNnt-NNHI•' ' ,..,,� ,,..••' / -- Ie,-,ea N.. cwm-IAH n.arc M-XIM-7NL FAK F.W..-., MEMBERS TO BE SOUTHERN PINE Ha 2. W/ SPECIFIC ArEll)NNNLN4L• l ( w.. . -MN en-wH P,MNE: (3NNNe-is.s, rw (wNK-4TeT 20-175 0+1 r . w.... .., Z 3 , a- - - - a.-0me7a Nw oRNNa w. DENSITY OF 0,55 OR EQUAL. S. " CA 00067 _. w. oRIWAO �. - ....,. COW'S : r[ rAL/Ba.•nAr/na w I>.-pppe711 •w ,WT[It A IILUr A., PE /G,[ ,r•w _ If. fAl/6Cw11Aa/Ml[ 000t7,• DENSYIY OF O.SS fAt EOLAL NIRAAWM NA M r SHIRT ,. or a NNNM RKtp A OUT, P.0 $.an IRA or Is .AL,EX A IYLI A., rt. •` IaY1 IG or is J , SHEET NO. - -SH 1.4 � [ I 11111,11" MI-M *Ezi/18, EZIW/18 � - - __ (SEE SECTION EZI it ALTERNATIVE CZIW ON SHEET Is)- __ - - 31 MCA. - _3 . W. - " All.. I . ..,, . (SEE i (CASEE NOTE 2) 0_4 1). ') Vast' &&. IT- - I - - _ ITfH tT-----Il-----f-t-----r-t--,---r-�-�---,�------------------i-t-------1 - 3/,G.. N.,_W. OF - h: ;� I I � - POP RIM17 * LAST PANEL(3) 70 BE INS -TALL ED AT EACH OPENING S,iAi;. ALWAYS Of -- ,- I - I /;; 1 ? I a 0 ! i 0 a . I I - I PROVIDED W/ REAR HANDLE TO FACAUTATE INSIALLAIWJN IF INTENDED ? ! - I I ? 1 F - I _0 I i I 2. !_ I � i - , . � � ? . - - I I a, I TO 01 NSTALLED FROM INSIDE (IF STRUCTURE I � i 1 i I I 1 1 ' ' � � I � � A' I -11 . P, I I � 171 11 A ; I � I T ENO PAN (INTERIOR PANEI) (INTERIOR I � - I � 1 PAN, NOTES , , I 'I 1 1 11 _ IT I i- . - I 1. IML , , i , I � � � "I i - I 71", I 50% 1 I � I , ". EL) 1 . �� __ � I T I . I - I ' I I I OLA�L' p) DEFINITION OF %FRIf 2DOO E-1 HANG STORM PANEL SISTEM P�IEL'; 11 �� (i,N1 ' HIR 'PAIFIL) f I - I r 1 1 CONSISTING C* PANEL 4 Cmt. TR4CKS TOP Ar BOTTOM I I (FIND PANEL) I SEE NCTF5 7. 3, 4 1 � I I I 1 � 1 � SEE NOTES ., 3. A (21 ENO PANLLS SHALL ALIN&S BE CONN CTED to 60-�JDAO TRACK i � I I I i I : - BE 1, 71� I I , I I i �; 1 i I t_j_� 6-0 OTHFRWISE A STOW BAR (9) SitALI PROIACILD AT TOP Of SU('.H � I , � 14�7- I � I ! , ) � � -ANJLM�Li N't), PAWLS� - , I 1. ) I * : I , a � � 4 I/ .0 , P . I � I I I ( I J. � *1 i - � ot - � J� . -, � - I I -I) if END PANFLS ARE COAMN[rT[D TO BOFTBA0 TRACK, C NNEC ION , - 1. � I I ` � i � 1 1. i I � 101 I SHAU, CONSIST Of 1/4'e-200/4* RES W/ 7/8'so.1/057 WINC I� I � i I I . _S00EWA.LL / I/. - 20., * I NUT OR 1/4"*,3/4* M.n THUM13SCREW INTO TAPPED 801". 1 I i i i : ; � I I I SS Ts ,W 0 EA OVERLAP , TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO ; i � I (SEE SECTIONS AS APPLICABLE) EXTERIOR PLAT rLAINCES OF END PANEL, I � I I 1 I I 11 I I I . - I I � L. i! 1 : � � I i � � 1 502 __ I � L � � I ;. i � � � 1 i - . I I i . . , .,. (4) IN CASE 1�,AT FNO PANEIS ARE NOT CONNECTED To BOTTOM 1 . , I � - , I -A TRAC ( � . A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO 1 ! 1 ! � I � I I I PANE% SHALL BE CONNECTED TO BUT70M TRAC.K t)SING SPECS t, - i T NaCATM ON NOTE (3� ABOVE IN SUCH CASE. CONNEC 7 ION OF �,��'_-,'��' _-, 1--�4_w_l �- "_1 r_rL"_,__1_J_4_i,+-t �.t- i r-1-4 4 I I I I- I __ I PANELS TO BOTTOM IRACK WAY OCCUR AT ANY PANEL LoCxTPON - - I I - -I -1 -1 ! I . __ . , . I, . . - .1 . __ __ . --.-- . .- - _j - - - - - 3" MIA. � 1 SEE NOTE 4 I- - J, RE., - Cut. � 5tE . sff '" N� t INSTALLATIONS ONLY VALID FOR WIND 40TI -, C7) A, fO) , Ati WYE I SPE70 UP TO 17D -PH, - .. � .. --(SET SECrION E21 A, ALIEPNAIWF UIW CH .114�171 18) � - - I I *EZI/18. EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL J) SYSTEM (t) " SCALE 3/32--l- "' I L -11 !I,, .- Gw - 2.66P(NAN OVERLAP -i - I �, ."�:.� - - I WHOLE VI "" . " "", - - - � V?, 7 \ 7 \ 777"I 7 \,/"'7-/ �v7"�\,/'\ 7 Jr,�". ,�V_\ I/ ,�,�� , __� , , VAR, CAP ( I , '_ SECTION A -A ..... 111-11j"I"NY "C'.A[F 3/32'-I' 1 Z/ ........... . I . ' ... Elif.v�`-. FLORIDA BUILDING CODE (Mon High Vai Hur lcono ZiPme) 2 .. - - .. � . .hou %noo. oo, IJF E : 1 24 GAGE GALVANIZED STEEL STORM PANEL - . : . Be Z . 2 . * - /30 . *: * - �,�._ � _ / PROTECTION PRODUCTS, LLC. `"'"�Ir I I ,_ ' - __ - _ IILIECOImic GLOBAL S ... SIATIF Of' -4 4 - � __ - UO2.0 _T""., '11:11, ., IRA - - - I, .."Vi 61 STRICT . I " '"' q( -� 7/ - OMH ._ ANOMIL (�mm-� ,.,(..)M-ml 20-175 ': - . I ... IJ V - "".!::=__ - 1 - i 1 - 1 , - ,A PRAPHE . .1, , I U. Aile ,'*0�,PoL,oArt "' , - I - ,".......I., 1 ,;:�T, --,$? I , it F09 .! i I Mon 11 0 -1 etE-N(7.IF\JEET`1ING E:NGINEERING E:XPREBB* PRODUCT EVALUATIoINII REPORT September 15 2020 Application Number. 171MIGA - R2 EX Prolect Number, 2031543 Product Manufacturer, All American Shurlitors and Glass Manufacturer Address 1540 Dorms Road Vilost Palm Beach. FL 33409 Product Norm A Desimption 24ge Galvanized Steel South Panels Large M"Is Impact Resistant Scope of Evalluatilon: This Product Evaluation Report Is being issued in accordance with the requirements of the Florida Department of Busomm and Prolosiaortail Reguistan (Florida Sudding Comm"on) Rule Chapter 01 G20-3 005. F.A.0 . for statewole acceptance per Method I (d) The product noted above has been tested and/or evaluated as summarized herein to show cornplionce with the Florida Building Code Seventh Edition (2020) and it. for the purpose intended, at foost Equivalent to that required by the Code Ra4voluabon of this product othall be required following pertinent Flodcls Building Code mockficallons or revisions. Substantiating Daft: . PRODUCT EVALUATION DOCUMENTS FX drawing #20-31643 tlUW '24ge GralKentrad Steel Stomi Panels (HVHZ 8 Non.HVHZ)*. sheatit 1-5. prepared by Engin"iing Expross, signed & sooled by Fronk Sormordo, P E. Is an Integral part of this Evolumbon Report . TEAT REPORTS Undorno Et;bC structural pedlarmance has been tested in accordance with TAS 202 test standards pat lost Noptill(s) T_ASG-17-001 by Slackwater Testing. Inc Large nossi implact resistance and cycle loading performancle has boon tested In accordance with TAS 201 and TIES 203 test standaide per lost repon(s) #8T-ASG_ i7-001 by Ellackwalut Testing. Inc . 37RUCTURAL EN(UNSERING CALCULATIONS Structural anginiserling calculations have been prepared which evaluate the product based an comporaft" and/or rationel one" to quallill, the following design criteria 1 Maximum Allowable Spans 2. Mirdmund Allowable Spans 3 Minimum Glow Separation 4 Anchor Spacing 160 SW 12'" AvFNur SUITE! 106, DIERFieLO BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEA, 0EftGIft1l!ltINGEX:R1SS.LOM ENC.INEER I N ,E RIP M IF .CON . I : � � 11. N. , jo,I� 1_2j,-1 11-.1 AAR el - T- 7 I I I - I'll., " ... +_�n� . I/ � 7. .,� "T F_ I I , L_ I I- . 1. � - 7 1 1 1 � ,�. / . I - t�.�- " 1, I- I .x � - 1..t,..N1 ", -1-1 " � t ". ". ".., 1- �', � ,VK--,,��,�,,,,,!', I L, - � 11� - L, � - - . �_ " ,..;.'.__ - 1.1- I, ., - 1� _t'..i w - a , =, ,�, . 0 '. .�_, , _: , 111 �) .11 .p I 1 4 �L Q1 � I 1,F ,.',',T,- � L�L , ;4111_. 1,11 I I �' S ��, n �. - , i, el 0 1 otFNGINFERING Page 2 of 2 All American Shuticrs and Glass - 24ga Galvaniyed SIM Storm Panels No 33% increase In allowable stress has been used In the design of this product, Separation (torn glazing is not required for Installations outside of wind tone 4 and assiontal facilities Impact Resistance: Large Impact Resistance has been demonstrated as mAdenoold In previouslIr bled W repoft(s). and Is accounted for in the Engineering design of this product. Wnd Load Resistance Thi product has been designed to Nosist wind Iondis as indicated In The span schodulsids) on the MI Product Evaluation Document 0 9 engineering dnavving). Instaftation This product shall be Installed in strict compliance with Its respoellids Product Evaluation Document ji a engineering drawing) along vAth all components noted theism. Product components shall be of the .. del specified In that product's respective Product Evoluldhort Document (i.e. Engineering drawing) Limitations & Conditions of Use: Use of INS product shell be an strict accordance with the respective Product Evaluation Document (i.* engineering drawong) as noted herein All suppodng host Structures shall be designed to roi SO superimposed leads and shall be at a material ilatsid in this product's respective anchor schedule, Host structure conditions which are not accounted lot in the product's respective anchor schedule shall be designed for an a Tifte,specAc basis by a regislared professional engineer All components whtch are permanently hisdalled shall be protected against corrosion, Contamination. and other such damage at SO times, This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) Respectfully, "I .. ,.-:",, , , r=f__T,�__". �t�_!- __L�� , N, ,.:7.;., / -.1� , �(O':"�i�� Frank Bernardo. PE ENOINEERENC; ExPREse hPF(X)4654v I Cell Auill 085 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (666) 396-9999 TIA"D EmainatilinGE xP Res&. CON EFiGINtERINGEXPRESS-COM -:,: ,�--_ I—— 11,_... 41`17�1 "I "! , " -_ I -,,-I,, I r ,"r:,,.,-r_r � / I � -1 .� I - ", ..- [I "i (9 L!j I w� Lilm, - - F� -I- � &609ki" ft ,�� , / S ..'j ;4KI-11. -"`1�11�1` .I. '1� 4. _ _ L L , - " � " � � "'I1,11, � 1! - 1.11 -11 �) . .- "I � .�11111 '.11 ,, - 'I LC 1111!�� 11 _1,.1 _,�t� 1, " �1 .Y __ !.�__Iz OAELLI�_ ,',"�, I I � I ZZ, ... . "MINZ011- H�11' ,,,,,, ;" r, IT, , 0, L �' - -, , " ", ,H, .." . ,It. 1. - I� � , - I", 7' "' .� IDIEL, I. �-�, l-, -1., 11 I�', I - I'll - - _ . I . ;, . . , , ,.�Wjq� � �,. . ; iii,�_ � " �ri, - ; 1,111,:jNLI� � �,. ; ".., 0I,) - _ - � -1- - -S, "I -, " " "" ;, :I'D . "A - �.� - � &� I. - - -1--1 f, I'll � 'A f t- "Ll, - . - I / I - 1 �6� � -.-I III .4,11'�', 1 1 . . - 11 I . � ; . -1 .. I I I -",-W " V//// 'V//-X. - �< . - ,� b 1. 1: A � I!�,_:� - 7 ,� ��J.z -, ,� .... �;.,-` " -. � - - - .4CL 111-111 1.11, :_1_ , , . .. ...... - ... - - r __7 :1 .1 .1 I . 1. , � - I - �A I I , z - ... I D I I - . "I I ± , ,,, ... , L -, ! ; - � t, -,`I � -1,111, I "o :t , � _. . ,t: � . 1i _., � il� D T ;z i ., ;�� "'. '. -, - IT ., �� .:�K�, * -I.H I` 14' HI.-Ir. - I I ". _ :N� I 2-1 ,.It I ., 11 "' � _ - �__, - '�'I'3",_� , 1_�,, _ i � " .-I.-L"., ,�:4,t'-,, qW441W4 1 - I, " �, "LL `,_-11. 7 �, - 11 I 11-1 IS. (DILAILLICIR hARYj!L_x_ff_"__ t-11-LI.I.113- .' m ,, - , 7.. -, N . _r, � I . L. 1� . .I I ��,��..1111. �V 1.11.111- �."11.1 t1.=."_ ,I,,-,,,,.,, �1�11%.':, - .-It, . 7 - �] " -,Nr,.,, 17 ". - =� .11 1, 1I.C.'.1. I," / . � -it-i".11-t-, ,,, I - P - .", , =��11 *':�--J,;.Ir , - , 11 I 11IL"17*)I�1`1 / � �,:. r- 1. -1 _1�1� - , A- � 01.1 - ,1 I1,1,4,;' .� / , : , ;,;2�, 2 -1-11 , . . . - i ..-�" I I �j O��CEI �. . Ir - _V___� ___`V- I t � a K�-';,� ';�,�, , 1; ,I , /IV1.1. -,4," ` �,,�,I��,,,;,,�, ,:`` " -- ,111 - , 1.�. 110 _7`1 � � :� � 11M E. I�6- " � - `fifti'422,,�,l _- - .. t 1. , I --it'.-L , 11�,,�. __ I ; o.5 I ,�_-�!r.!, - - � UH_� � - P"""' . . � , - : I -1 1_11� ,, ," � i "Im-1-10-1 ":.11 L�r� . - r�' 1. /1.1 - 11(�� ": " "" "I.rj - � ' , - � 1� Z, f 1; . ,`, " - jt� I / " "; �,,, - � , I.."11H, qi� " rr �V;� 11 : 1� ,-, , I 1.t:11-tI - I 11, I'll . - 11 1 I . __ &Mm-__� - '-, 1 (� �.� ... .L, , III- ___ I.A IC _N ,,t , " I ", 1. . _11 ,.- " , !:"L ,�iql _ - " I Set ,� 1 .,I 6 . , � A, It 1,� � itto 'A � � , , , I I , , ,.I! y I Ic ! � , r . filo I I L , J�j � IV , t.1 g, § tv , It 93 � I - " 9A � ED � a . Z I et; I d -, IN, g I � a I � 1 I 0 i I 1, = ;-� i Ln I i _9 ,I rn 11 8 , I Io, I N � ;� 12 LL1 x 2 < I I 0-1 9 1 20-31543 _ I 6�) KND - INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES I .: -,,I- - :I" -- � . I - , � __ * W, � � I - !� 9 2WIM04RED I I . � CONCRETE BLOCK I I _. I _ I 1 FIOUM. I �1 AN04OR 0 12' 0 C, . , 11 I C, __ ." � . 1. I r I I 31 0 I 11 - , I , . I i _'. - ?',', -1 , ":, . i/4's I ; - ARGON .,,�-, � , � , � SCIZI* HE WOOD HCADLR , I 1 014.1' HEX HIM TEK APC _-f- I , . _ I , 1 - ANCHOR 41, Ir 0 C.. I REQUIRED � -1corno 0 FROM � .:�,�. , loci,oa. 7 I I , , " i � U."', 6'. 0 I I i "I" � � �� I - . I I , - o' J � T - ,','.�` 1, I sg,� -09 1� � ,� � * 11 � - " ; - , ,,, - I . ..... E,D. , . 2 , . , :: " 1. : " I SIM � e I I . ... . I � ,�� ,.:�.,-,. ., : � I , I,.-,,,-,- .1 f�� , ;�., � - t I . ...I- , ____ , ': �, . . :11 . I I , " '' .. 1/2' `��.!,111% , , 112 I I I" I I I ",.--,. I I -) : 1 : Li� IL OR - - : KIS., � il-= I � 0. 1/0 at 9 : - I ..3�-01 1 1/2' 1 Oil At" pftL 11 I I 1 1/7* I' W.. r 11- SE � I j I I' EicH. 7 I 0 PARAINDR, - . 2VIO4 TO GLASS : /16'. [ - ; a 0 - , TO CLASS. CMINS-f-SIPARATION I � _=111.110 POP I 01 -UM " I RW A : . (D level I __ _ S. . __ I -_ k ,iI - I 6,-O* I/' 1_ - 'i_ __ - __ ; __ - -1. 6'-O* ia�.4- "L. � 1 MAX, i/."0-zoA,- � - IL. I Awl "� . . I I RAPID. LENGTH 40 I I PANEL LEMIGIM * M.n.Alva 11 11 A. I 'I X. �.. ,,L _11 -11, . ,- =,Fl = -4 I I T 0 I* M.. I I ; - 5-SEPARAT It I' MR, : .- u.-e-20.2. : to MASS. 1 501 ; � 01 TIM *L1 :_ SPAPATO UMSKREW wx 70 CLASS" : : of P : C 1/4'0-20.2' B, -L' I I ,, THUMBSCREW 4 I , i , * , ", . 0 :::::, . � ; � " "", '*�,,. 1. ,�':,�,; ,,� . I :."""', ,, � _,.,,�"',.., , , , ��,:,",,. i I � , :. , �� : .. I I .1, I / , 11 , I I - .- � . I 1"... �. __ I'Ir , �., r' I I ., . Ive. ED , I - t� rt, . . _ ,�, I I I ,�.�', , - . ",,; - 11:1, ,,, T. 71' - �" ,; I . -ank� /�' (?� I ,. o - 1 .___77� - .". i �, ,1 1/2 E , Q - . , � 'I; .. , 11 -_ - "I C71 �.' �� - - 1, 4"'I. T��- - e al I ��.�1111". , '. �. 1/4-0 7 I . I � I 21"" WOOD ;; I � AMCMI g:;NG OURLD I VLATIE I � Ilia I OR I I , . ACOLO" I C04CAM stock � - I 1.� - - .�: � RICOUIRED I WAU MOUNTING =r21W sicinON E21 Affill"MARNP SCALE 3/8=1- SCALE 3/8-1* 0, Yl. I 10", I .......:.,!.../ . . . . . . . -_ - : . . . FLORIDA OUILDING CODE (Non High Vel Hur ["no zon0l MGM, * 5111 LENGTH a .: 0.441 1. IAIPzV MTTM - 24 GAGE GALVANIZED STEEL STORM PANEL 11 ,.Aj,11L . BE 2 I CAMEN 0, I� INSTALLATION ARE ONLY VALID FOR MAX.. A.S,D DESIGN -6* J*: ; * I I I _S_ III " _ I - . PRESSURE RATING +/- 40�01 p.91. AND 6 :N-imgr-z---'--� " � , ""'I" � - j'.. STATE Oc__ .. -_ - , - GLOBAL PROTECTION PRODUCTS, LLC. PANEL LENGTH. .- 11LIECO.E.. 1 �, � 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD , nr .W..'Llb, �Wrl ___M - � . ,,,, - 1. MAP . -1 I...-,. 1. 20-175 MEMBERS TO BE SOUTHERN PONE No 2, W/ SPECIFIC - � I R - ii,t - -_ - -'-"I*(.)- .1 111QRAI., � . MR) DENSITY OF 0,55 OR EQUAL� - =_119 n.i 1 - 1 RA - � . i . _.."... -, - .1 � It - , I _jB291 ! I a q=,M '..'s", r . :: =1 _`W - I ____ __ __ ___ - __ MI(Int"S"j-71 , "' �,__ DiAl, ,40P.Ilar ;, 1* __ I ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE , . F*:1IHuP,1' �:Z�_ -,*. DESIGN PRESSURES: thItAID1111) . - ; 24ga GALVANIZED STEEL STORM PANELS CHVHZ & NOW HVHZ) � - - - IC;.31 i�1'01 �_� Z :, - -_ _;�) - I ___ __. FZ N.r. I � DiSI.N I ", ftt I SCHEDULES j �% DESIGN NOTES' I '.1 I "IT - * WIDTH UNLI UM E Z A S, r ,� N MITED r�24TI'VITMION 'FI&I ALCU IPAT ISS _ -(PERP, To FOR , MAITE SD'V N RED � , , Nt: A` PANEL SPAN) - WARATEENIGIN RING IN ACCORDANCE WITH THE 1� S! I Rpmar.,3 g. r ,a1l?U'M`Ff`ASN&J1APTER �, 'L R 11 I ITOP MOUNT (CONN� , ,,,jm if TYPE AS REQD) IW9 OF r E FLO DA BUILDING CODE SHALL BE LESS THAN I I ;,ei-i I OR AEUAL TO THE POSITIVE OR NEGATIVE DESIGN I it- 2 1 1 - - - PR URF CAPACITY VAI UES LISTED HEREIN FOR ANY , � - .. I 11 ASSMMSLY` AS SHMW I ,,- W, IS WITH WA5,H LRED , � NGNUTS FASMED 0 I - I I T / OVERLAPS 0 MIDSPAN IUSE GENERAL NOTES: I 1! Ly . Y APPROPRIATT- SPAN TABLE) , R: 5 g 1 4 � t", WN / J� THEE, SPECIFICATION HAEA MEN DESIVNEDAND SHALL LIE PABATCATED IN III it , Co, ACCORDANCE WITH FHE PIT UIRIPTIRITS Of THE FLORIDA SUILDING C DE a � - � PLAN VIEW SEVENTH 10MOD1 J20 rl Rota IDICAND .UTSHIM OF T� I HVHZ 'I- ,,on T. 20', ,Sj,rr T.��4 'a DMr a GATE. M e -;---- 202 AN To RES ALWLIfty- ID , I I'll , i I I I I __T A LBU ILDING CODE AMAFNTDM N"M MICH MAY !� III FO C"�W"NTO %L�Z= QUIRE I A PLY TO ;IUT A 0 YOND AS STATE() HfAtIN MAY RE (A ". ADDITIONAL SE H . �9E RE I W" S ,rZ-SPKIRC ALEDENGINEMVJG. III , 7 NO 31- LACRIAEk IN ALLOWABLE GIRESE. %AS SEEM USED IN THE - � - - DESIGN Of T'HIIS SYSTEM, � - - 1, THE ARCHIIKTIfNMNffR OF RECORD FOP. THE PROJECT rie '" T C " 'OE ALL BE le"O"I"', 4 ...... To' CrUSE WIT" W" "" "B"' `S�S. " -. A.,-11 11. SUPIAC- TO -15 DESIGN WHICH THe,EN,TTrIIHG FOR T E -ffi . C 'TOR I _;1' I ' "I I 11AUL11 .-IMPT'ID a � I IS[ I N � 4 sepm�.Wt " U-0 "' I ' 2"a N - '9 - """ PAN ,, - , ORDER TO I ';F _ACCULATION is No M V .... R" SMAU` $A; 4" RMTO14 M,x,� HERFIN. CON ACT SENGINEE FOR AROPINA F SSPA 5 TWA to ,� ,�j L ,, ? 1 7 (CONN TYPE I M A I 8 �ERHN LS �gtjl) e 6 REQ'D) I - -1 2 r � 4 OrTArtro HMeIN IS 5ENeRM AND Dan Way PROVIDE � 1 2 0 1 � RO�� 91. INFORMAY1ONFORASPtCIFTCSn`r FORSITPOONDMON6ULPFERENIFIROMI II nIECONPITION5 HER IN. A LICENS&O ENGINEER OR 11TERED i I . , 0 37", AKHrYjCYRHA"iQP`XSLYE15PECIFIC DOCUMENTS FOR LIWeING �� MAY BE AT 7 ____, [7 1 3 1 � � M .� &BOTTOM 6. .UNCTION WITH THIS OCACUMCNr Ei I I - , DESIGN PRIESSUOHIE5 NOTED HEREIN ARE EASED ON MMIMUM TESTED I : - I (T� TYPICAL VERTICAL MOUNT ELEVATION PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR, 3w: �� I I FLEVATEON OTH 0 rMAY1 'S 7 AD TIED - 1. ALL A $ _36PC 'OL PWEETORUHUAW"o %.I N T 5� ekWI;E.TASfANeRS NEI E a i A- 6 ' 5 COAftMIDN-,YrlSTAWrMATEftIALA�DSHALL4t'MP,L,Y In 5 CIFTCA71IONS I MR ALUMINU S A JAINU AEEOOA , St"ECTURIEV Of Jay 1%, ITH., t I .1 INC,. & ANY APPLICABLE FIENERA C16TOANTIE, ANWOR LOCA�.CCOFS, 91 - , L' ROL o a I - I I OF MOUNT LYMpt R ALL STOAN PAN " SMALL 01 14GA BY L` PA Ole . 57THIM.A.fl4i SM. C.,.RM To Ax7M A653 MI)CTORALOUALITY . � (C PITY , (SPAN A13OVE " E � A_' REQ-011 to - MOD VAtHUTOCOATTAHS With A IONINLIM PY-8.1 KSI. I __ STRUCTION) AULALUKINUM IKI`RW5IONS5KAUL6E6C43�T6AUJMJNUM ALLOY, I Z It TOP & SCIT10M WANJUS SHOWN MAY SIT 01- HANDED AS MCM '� I � - lIPLESS -0 O� F WTU. - CONDITIONS DrCTAT� PANELS MAYBE MOUNTED VERTICALLY C14 I E � I , BOTTOM NO IZONTALL1 AS, APPLICABLE. =1 - �MOUNT 12. It CONCRETE ANCHOR& NOTED H EASIN 5HAU BE IMBEDDED TV . t6i - r (CONN TYPE NON -CRACKED CONCRETE ONLY. 11NOSM - . �.Tg ON �AUL ALL CONCRETE ANCHORS PER ; AS REQ'M MANUFACTURERS ME TION - 13, TH6CONTRAMKISXOONSILTOIRGUL�TiEK;I,tm�LL 11 I *� t_ MEMBERS PROM D 11 PIA e- 11H, 11 J -, . � � 657RUCTION 14, ENG 7L R . ' C,T TO TO flN E VAL4. PAL DESIGN AS i I (tO"TION MAY VARY i SHOWN OIN"TUIST OF THIS SPECIFICA1 ION B , .t. .I. I - � JUMNINIFIES ILSAVM HARMLESS IMS eNGINrM FOR ALL. COST & DAMAGI!S Uld . . ? ;, � INC 01 1.11161APPRILLA-11 FEEt'1111.1110 FINCHMMATTRIAL :; FAA ST , C 1.0111 , . CA ,��,.�_ , L , I I SCIT I4, a CON RUTTION FRACTI IS 01YON THAI W .�7 �p� � TOP MOUNT to OR v, LOCRI, -TE. & FEDERAL MUM 5 FROM -1. (CONN TYPE DtV AMMS OF THIS PLAN ; AS RN-D) IS, EXICEPTAS EXPRESSLY PROVIDED HFAIFIN, ROADD1715NAL �. CoRTIFICATIG ; I I I � � � � 05 OF AAV%%AnONS ARE I NTIENDED. ; L ,�H � 10. Al.TIRATI NS 74$,DR�MMARKYOMTQTMMt�,il""C I . An NOT PERMITTED AND ITIVALICIATI! "IS CeRYMCATION ; Lr,,ox E IS SHALLSE PERMANENTLY LABELED WITH A MINIMUM FF (1) LABEL of _', 9OrMIM MOUNT �c�_.__/__ I,�k P" E TAININ 6 If SHU:CTVR�TH V nj PL�ICAW ATIF50LUAGOS" IN C M FOPMAnOR � g.IAN BELOW VLR Lk I .. n Pr AS PEQ'D) T SUCTION) W , A J, : . - CH PC I 1P I FANELS MAY BE NOTCHED A REWRFG ONAL W -ZO STITCH TAS 203, I AS WE & TA5 20 : 5 I FLORIDA PRODUCT APPROVAL NUMBER PROVIDED THAT CONNECTIONS AND BOLTS WI WASHIERED - ANCHORS. ARE USED WHICH SA77ISFY WING NUTS FASTENED 0 4u-.31543 � �I;PAN 3STRuCTION � OVERLAPS 0 VIDSPAN (USE . �i APPROPRIATE !EIPAN TABLE) VISIT ECALCA01�1543 0 E $' : 4 VERTICAL MOUNT ELEVATION ,.,,I �-I'l",�.-.i';,.-'�,�,,�ICII-i', 'I, "_.H _____7i_ 1. ,t,1I!11" v JZ (NOTCHED PANELS) -ST --- __KPHRPAB MS . . 1. %,,.V N.1.9, ELEVATION _n - _ - `T� � _� -IF ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGIF PANELS ____ __ MINIMUM 5 rORM PANE _.___ 11 I SF PARATHON IF RUM GLAS5 � 0"t, WIND ION( 4 11, ESSEP471AI FACIMIES) i MAXIMUM , � 0""'N A C A W S�, ! UAItONI111 0,11YAULAIIHIONSGRCATER1 �11 ,,, , PRESS INLN"_ ,=A VAROVEGRAVE , '"AN 30'AbOVE ',RAGE I � (PI.F) ; I ; _-It 'D �- F,D'. I. ------ i0fi. - - - - - _2_161A - ! ' I -/ 3% IJIJD., - 6061. - � m. I - . IIJ -0 j Mo., . 11 6106 R, - - - ITI I - 1 1, 10 U 6 I" - 7 �.14S 0 3011 PH 106 W 2,161H � IS" 1066'o I/ I Esoi __� i 50 � 132.- . -cla,�-... . 609. -_ � I S1,I,I 1 _./_6s_" 59-s'. - 411-1-1 ItI --- . - - , 27, � i L -I'm - T J,ti-im. - __ - ______6I2_.!,_._____. . . - _. 7T __ - 2 wo, . .. ,! */ 1�_, - 27 On_ & V3_--___ __2940W_ __ :SFAN t)LHtL)ULt NU I tti' 1. ENTER SPAN SCHEDULES WIT), NEGATIVE DESIGN LOAD 9 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN SCHFOUL I IS ACCEPTABLE FOR USE WITH POSECI VE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 1 Wha FASTENERS'ARE STUDS USED IN COPCUNCTION WITH ALL MOUNTING FMVS[ONS (�P,TIILACK, STUDDED ANGLE, ETC.) USE 6 �T 0 C. PANEL FAVE14ER SPACING rAUE VALVES FOR ALL � H'- AND 'U'-MEADM (INCLUDING BUILD OUT CONDITIONS) 3. LINEAR INTEFUNCILATION BETWEEN LOADS IS ACCEMAME. OTHERWISE USE NEXT HIGHER LOAD GLASS SEPARATION NOTES: I ENTER SPAN SCHEDULE WITM POSITIVE IV -SIGH LOAD TO DETERMINE MINIMUM ALLOWABLE SCIPARAT-ION FROM THE OPENING TO BE PRO'TECTIED 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD 3 FOR INSTALLATIONS OUTSIDE OF "E HVHe AND OUTSIDE OF ESSENTIAL FACILITIES IN ASYM WIND ZONES I THROUGH 3. THE GLASS SEPARAJIGIN SCHED F?SAJE ODNO MINIMUM SEPARATION FROM 'ME MFEOYEC�J=,TrR ,G t=N RE _ IVIINIMU�aLCIWABLE SPAN SCHEDULE (5 �XCC_PX I E - '' A . . =gwi: 73 MommillIER IDA wd SM1111111a" " " 11123 " lm" I IIIIIIIIIIIIIIIIIIIIIIIIIIIIaAMEA . . . UAIC�Z`A sm . . . . I - I.-Olnl.z,.-,.;01:10�'��;"."=�".-.71-11'r�;""::,-,:�7z7l,tI, _171Z�11.'.��Am Z1, . - � NOIDEPAIR'loNi"CIM 6�'� is -FoUN09b MIN 0AWL -Ill 11 Il."Tit. THAN - -1 - .1.�l _.".�_IH.AA I 11�-."�1Q.111�.1--,.I�-'�-111-�-7 INIIII.-t-1-1-1 �', .�.-.u�7-,.nw.�-111-...ew�.I.�p..n.1l.-�,�'..'�K�.�-,�I ,Z,.I�k�-I.M-I..'�'.1��--.1�--I,.-III-Ill..I-F,�.1-1.�-IA.11 it. . " I OP- .r. , -A-5.4 . _Q�tl,�IQNA, I-SCHICAI-HAM DRIF.-i-II1.1 I 1.1--l-NT-1-1 T-S.1-1111-MEA-W� L ? 7-11. CINAL INTERIOR FASTENING DETAIL P ,.,,-III- IN't-P A' to I I. I I .M11 M. � - ECA - I-* - -1 W, 7 " r. .AIt`iFA1. AH-111 ,4 I'D, ,&,,T /K,...�..-I. .11 .1 .. ... ., N1~ IF I.-W . I "-.Kl bott.. - I ,= I I ON 1. AL lAtIM, '1-1--1 16.1. IIPE Is In O, P... I" . ....."MTRI, " . ,,�,��,-- - ?I, ,--* ,;,��,_� 11 'ON . . � -� §� .1, ,U M I l: I � , fi, e I . I '� , I .;Zuj.. '- e".V - . � p, 11 1. I I I . I N, I Bit 2, Mor (n � - 0 9 * 12 1 - !I ; F1 1 511� 11 M1 5�1 -2) m H Z - - ;5 t f I � UU! 8 X: 0 < . 21f g6l I , - . 4 - �H 11,511.111-11, *. 'CHN - .� .HRo IN!- HIT 7 " '"'"I '", r�I.`I!11`AI_ A, A . . A . . � MS~AwXjSNAM0k . 20-31543 .,00.- - 1- Zt, A,� V 3-- §&ij- . M? Z".f ..., @9PT1,0 AL EGRESS PANEL DETAIL � - 6 .. ", 1ASI .T.G "T, OP. a rwockm ,.,I " ,*349,1 " as �, 1;111. � ,41 - -�- : __r-a MO.,- -2 790" -I -I ", �, _,, ,, .'&�- . �.� , T - -, F - 2 - 2 ' 60' i-.1,31.176500"'. - - � �i .P ? r L'R ,I 1 -0.094 0 M4" � 1. IT . ie 9 -, t I j-- �---- �, - MV . _�A__FO r2s. � .0 N �, A,I 25* .. �1 - - 1 _11 1� -A u 115 Ill GA g � g I It 44" IR I 'f. 12V TYR . -_ - " ___j T': '. - - _�� T11 -, -, � r, I � �0.094' C, 3 6.094" i XW Irl __ , - " . I �! "' 0 062" � -, - I 0-Aw - i I. -7 1 91" r- . 7 - - - �' � EN fi� 1 4 - ,0.062- - 375�J - -� � -J T--,;S L" -1, .-a. I I - -, . , V [ 2 i----- �_.,, -1 ryp ,... L , I ,.L;x _j CIO* - 4 2420" 2SQ1 4 2.uml --� 2,000� I— . - I " " _' "D D..4" 0 4" ". I "�44�'� '_6' -I' _,. I'- - )3 , �Caz _ _C .1 � __� G', _ I z.. T �.12 1180" �1 i,120�' "I ,�,>� � ,� I (9fX _�Im 0�� &Nmt:!`� T4.1- �Ilt &Ltffi09L mm"PLE- 1, I .0 1. K3,,1 I 3138T'MAW I . 1,4911 I � T__ � �_ _�L560-1 ___� I 5101 a 179� 0. 0 313, ,I 11 12.500" PANEL COVt " i;. L�g� 0 150, , ; - 1.5110i- 1.560" 0 3661, - 1_�, Ifi, " 0376*; A -, 4.1;e. I � L- RAGf- L 1199L- . Ln to i L 14.675' PANtL. LE G711- IrTr 9 oz__U� _ _ � , , 4' "7 DO � - N § .: r ;Z F7TT -. � LMRFr.TW ' I ..- .5 "t - I . �If "' r"-�"D G So " " ' .wt - - I , , ,, � N ED ' e� * 0.01101 �G ; r�[_ Ox9o. h 2. - =0 ;��_,"_^Px,, I ., , ,,,4 D �"O �'7-1 1 (A . LM TYP TYP 0 DSO _.�G ,Do - C , -OUT ,T` IRROX ar-IRAGIL. ai�-_ ,R" TRACE_ I)-- amnw ,,.V.,P,. lg� I . .. � ; I 0 � I . 176�., a I - - � 14 .4 .p""... I, ... ,� 1: IS 5 0 . - 11,1 �3 . 1. i - I T� �, I! 0, /�.,,,,,� 11 = , . 11 :� . - I ox I , ; I --- - . 12 .A � , I "'t . - - E 7,-7 Z� � MIRECT71A IF� , �DDO � -0.12.S�' A. .1 I W g .1-1. - 11,11, ,,,, __ A - "' - : , � � �. � " .1. . � I - r ill I !��' ' - __1 4 � , "' - .- � 11, � I v - I `rR, I 14001 H .1DI-1:t�r- inlij Ill - �/.25" MAX� Ixl_;C,1�11 1, ''.",", - -OVERLAP _\ Z . I 4" ,-/ _/�� _\ - !rl- 8 t t `AI - &MLEL� 0.IW.1,T=.:I_ � 1 %0 F= _/ _� .25- MAY. MAX. '.'�" - _/� � . ,_ 11-I.- ; , 1�1 tZ i , I.J - ,,, /1�117.17�1�1.�_,V�11� 1"P �1'1.11 11.11! I LU r - I BUILD OUT I S: ! / _"""' I RX T_ " ' L"" ' ` " \_ I'.." -VFRCRP ' 14 7.�ILMHMI....DITTAII � 1-1-111 W"CE N �.�l.,, 111M N C�>!�� ULLa,- , , � ,� 11- -I i � � -F - - "" L" "" " JLLOO" . - -l-H..- I_ - , �Y � I I - 1111.1� 1.10�""';��. , 'L. L . , , ", � 1'.. _ EMBED ,; �, � I � r -=- - �u t. , - ,' ,_ - �, - a I 11. 1411-1 -T �_, �11�1 Z,. � ,�= r - 14 11 I- il�&, I � 11, , I MIN - OVERLAP 3.920 A . Q� i.5DO" ;1"2 t .ftl. I � I41TIIH"0i!i "01"Ni (k!0%"TtA;;;; I �, � 25-- N! - -H,`." " .1 . "Ooo, Z - MIN I : , I . � . ,; . 111111 -1 I I . �,.L, , " . ,.500 -1.1, 11-e-11 I I gill i ,,, 141, MAX. ? MIN ..* .' ' �" " "' � _._��, 1 1 I. 1I.A.-I, 1` 41W 1:�� '111 -1 ,I IRUL, CORDIACO"60CITAU I- I`TL�: . .." �"` " 1 ,,:,,! ,, - % �:, �,-- �� t -1 � 9 P. 4 EMBED """ _' __. - `11' I I I �_I1111.tlt. i (J� �PU�4S ,- - " HL I I % I I 'it T 111i 0 a I ON I ANCHOR SPACING SCHEDULE: 14GAIJIGERAPAIELLS PENELFASI`ENERSS1125�CIC - 2.S" EDGE DISTANCE .__ � j � . sam"Olt MAX �N F.essoew S AN UP TO W-V i SPAN up To r-r IHIAN QP TO U -IV' COIN " I" CI C4 1 CONN Typ C1 C2 C4 C CON" Tye 1 __ 3/1W I .-I/v ITK_ It V 1*7r 9.9� 14.5" IHCA�' 10.2"I CIS' 12.5" is 0" 93� 1 6.1, DEW CT VLTAACON #1 ..." ,,�' I 11. IF �?J. T_ �,V,D L� 11, 1Z.5 jao� s21 $�S- 12 5 160, &I, S.S TTF i� 6 C" " V _§�OL as- "I" I I C' , 11 E' W -5 4 �3 3., 0--w 7. 12 v- Isoas 9.3". ,..I, �LLL 1: D:: 111411 .,,.:. 12,1 * to O' &J" 54- iz., 164'. III- SA 1 11,5. is O. l;x- 5.4, 12j.. to D., 842 5.4* � � )3 - ,,,-,, 7,;7-,-.,,5 X2.6" Ifio" I&F' 1-SO' U V` -ITF I 5.0" 12 W" 17 S" 19 D' IT -4. lu�l or- LITRAC N , I , 41 , � �.� '. �11 .9 - g.0" I 9 l. ]�, 1. - 111H, W . - � 11.1 1�" 10; 11 2;; 9 r: .1z,5 IZ S,, U, .,, ,,A W� 7% 12 3,r H.41 .1. 11: f", 0,1 52 11. Y, ------ to 5- 337- = 72-F Tao- 1-isv- =a -,2r t.7 ii.F 97, I;LW' too, ILVI o,511 Iz 51, Ido" 11.9', ML 112.5" iwv _151 -9.11- i It�-- ,2 S �,,,4q,=,,. ill H., . � - �1111 SET 41 40 12 1-1 is D- 16 0-1 lao' Ia I" 14 ." � 11. "I 13.4" .. 12 3'- - 15 D' .4 9 - _ 11 J�- 12.5', id V1 16.0'� 18 IP' 1.2.T-IJ4,11.1 111, 11.11� MV� 19.0-- 12.51. Ial�. 12 5: i� O' 15 6' 113r' 12 S' . 180 - 5 ... a 6 175' 16 0, I? 3" toe" * *= 12.9-1 161011 14A., 12111, 1.2 %" tale, 2. I 10,41, 12311 i B. �: tole", 11.5 is a I I LIP 11111� "I . IN, is 1,11" 1014*1 S2 q.- , '' V.- '..", SIX , I V, I Co. MO., is O", 11 11 I.. . ol, .80-1 1. z., 12 51, too- I a .11 ta 4" �A!,! ,� , v��, +1 .1 . . ._ 48 11, 5. lito" Itio.. Is,*. 1L. L 4 a- "" 5.7. � " "' """' "" ; t� a mO. I k5 - -L., IT %. - - =..,. Ir , = ii S. 16.0,116.011 13411 1215 . ,L la.51 16 01,45.5', 1111111 I&N, 14 011 I .11, 1.41" 1. I - .0 3515 I I i". - 2.6" EDGE, DISTANCE - WIT I t L/W C."I'D 33 C�z 1013". 25" - 7. I' 6,Z$' 6.4' H, .A'. H. ,.A'.,,. +1 . ,,B. 81, 40 I.S. , � &z911 as,- 72 I," M - I . - IN-. 11 i a Ii .9 to 251, 11 1 261, in 5" I.,/ �, �*. 11-I 41 12 SY" Ll 7" �. 9 .11,11, A 4.1 44 amzs*pp 11 7" . . , I 1 2 AS "' tt=lmlmmw 5z 6.25" MS. 151, 9.3-1 6231, 9.31, (,n_ � .42�1_ I.. , -9.J., 9 _ ,Z, P� __2A._ I I0 , I .,o- ,-H 33 12.5" if CY, '1�� J,ill S,V, A.., 6 IS" ]LED, 46, .11, P W ss 1W.N 4L 15*9 SdON S.W. 6125-1 0161. 4, V. , I . 6, 25".- 10 7" 1.4" . ,aL ITS. 5.1- -s- Z5'* T i la,?" CC 4 G`* 5. 13" IQ ?" 4 3- _LIV� 4.V I 1. t1=30111fififis. 5Z _Lz. _t_ 6.25 1�.r' 4.7' 4.6' 625, 14.7' 4,U _e2S� M, 4pj_.. 4.0" E,.F' j!W 1Q1 j�JL _j:2�_ AL 4.1 4,V __§J,1�_. 1. I � 4,3" 1.1" 1� I " I 10. I 4 11 -PovirsfAtH.., +I -i-",_ 31 A" ILE 5" Is 11" 11" 7 -� IL21" jBT_.Bt` TF 12.-Y 16.0- ILT� S1 - 12.5" 14,0 - 78 6.3" 12.5" iG_��7-8-_T`T- 40 12.51 14i V. �.7* I.E" ILL ILL 6.2-1 12.5" 16.01' 7.2-' 6_.F * *X 32, 123' id,O' 8.9" 72" 12.5' _LV� 3 6. 0 - 7 7 " _K _2' _IE� - T6_F 7-7 - -6. F I . .. . 4.2" " Vi La $ V, J, I- I 'J" ENI 13 12.T 16,01' 6.4 ** 3.9' 8 23" it �. 4� .. 4,11" _Cll_� 6,23" 10.1* 4 D" 2.7" 212 F 13T- 5L... 4,11' �Lgx 91. i.e I , 6. *§' 1. 1.11 I -All 1. . 11-1 1,I '6. _T 6.25" 11.5' ,L4 , 4.1 6.25 � It 1,15 2.3 ��' �.W 9 2' 1. 2.3 44 * qm= sz III.- 4.I* 31' 625" 0 . 3 5" 7.3, 1 25* 9 W, As- I'T- - - ti tl.�V. 9 z'_ ? 3.. 3.3- g�.71 I. - , ,.� I I.. 111. 2IA_ FAIMMCP 54 I F. .-Demo AMCW" FKMMNE ("#I - H.H. ,,.-I, I .-I. I',..... - H, I ,I .11, I 11 I I ur � � ...0 33 1 A'. �' 111. � 40 st 'Z j", 16.7 16.0,120.9', 12,F1 Is.w* 16.0, 7 S. 12.S.. 16.0- 16g. 6.7. " ". ii o" taw 6.1 IT 51. 1A a., ISO', 1" 12 S" ICU' 24 M" It D" _y_2T 14.0, 16.9- 7.5- 12.57 Is.0' 14.7" ,.U- 12.�- 15.0- 14�7 6.0' ,I ". 2L 16 Or, to ." 10+17+ 14?" 10+17+ 14?" cv- tz T, 5.0- I �$ 16,01 III X -7.. 5 F- 14.7' . .. 157 �,.Ir I 1: Tf: : -��: Al �: a' I �o .�I, I Ur MOLD, 33 .�Dkftew 41 40 D 011411-AiDd-, 1z 72 V4 -14-11VIHMID 33 TAF 1..II'CMS' 41 * ..... a'a 72 _L3_2L L2.5- 1600# tisio" .11 2 Is" 16.01' la V. ro, 32.5, 16,0120.81 ..2, LZA" 16.0" 14.1- ILI - 12,5' -T 16.0� 9 7" SB" 12,5" 26.0" 9.7" 5,F I 2, S.. ,I 9-1 L2, S" 12,T' i2.5" 157 IR in ly, ,11,01", 16.0" 4.6" 610 , ' 12 4" It T. S.6- t2 T' 16.0" is"" 16.0" M" 5,6" . ." ' a.. 9.6" Sa� 1 11: I 1 2 " 22 7' 11:11: 9 I" 111" 'a Bal Is" 16.0- s.6' ,,L'r, .36.01 20.2"lilliIiiiiIII IJLD' 9.?- jfiIIIIIII ""o. 9" It.9" 9A' 1.01 9111111 �60 I 1 I lat" lita, 12.5" 12.5 1610" 16.0" 134"GM 9 7' iffiII1111111 _ 12.5', 12, S" - 11 .,�� ":, Mal I"' 1. a- .11, 12 5" 12.F '... "' V. ,�_ . 0, is.911 -S., st, 9' I " 9 I,. 12N. 12 T+ 3i W, 77 V I �Lvr - I A, I MIN'. .�11 1 WOOD 4-mc 40 * *0 SL 1 11 it, 11 O� . I . fs. &A,- 5.1' 1 12.9- 1�1.6- 5.3. . s Ar, il tala 7 1.71 " I.. it 11� 11. EILZI.. -I Ll S 15.41, 5.91, 5.25, JZ 3" 47, 4.0, 62,4 - L2 V 14. " 5.111, 6 7W' Lz I 4,7" 40- - & 25- a zy� 11 11 4 71, 8.71' �z I" .,I" 40" MZ3" ANCHOR NOTES: I ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMLMAULOWADUFANCHOR SPACING. MAKI MUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN "EDUCE SKAU_ APPLY 2 ENTER ANCHOR SCHEDULE HASFO ON PANEL FA5TENER SPACING. THE EXISTING STRUCTURE MAT ERI Al� It ANCHOR TIRE SELECT COSIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN I"D ON SHUTT Eli AND SELECT SPAN GREATER THAN OR EQUAL TO SHU17ER SPAN,6KPCr CONNECTION TYPE BASED ON APPROPRIATE MOUNITING OONDI ILON (91ti, MOUNTING DETAII SON SIIEE� 2 FOR IDE NTI FICA TION OF CONNECT ION TYPEJ. I PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS [T'-TRACX.STUDDEO ANGLE, ETC) LISE625"OC PANEL FA"NCFtSPAC3NG TABLE VALUES FOR ALL 'H'- AND -U'-HEADERS (INCLUDING BUIMU7 CONDITIONS) 4 ANCI-03FUS SHALL BE INSTALLED IN AOCDADANCE WITH MANUFAC71I RECOMMENDATIONS. 5, HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM I'D AASTM C90 BLOCK 6 MVdMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULF. 7 MINIMUMFIVAE ENT AND EDGE CILISTA WE FXCLU DEB STUD CO. FOAM, SAID(. AND OTHER WALL nNISHE% WALL FINISH FS SHALL ME LSMIT150 TO L/4' MAX Oq SHALL BE VERIF15D BY UIMM TO ADEQnIE ANSPER LOADS To HOST STRUL7URF 0 N��R . E AN04ORS NOT ED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE- ONLY 9, WHERE EXISTIRa STRUCTURE IS WOW FRAMING, FYISTI NO CONDITIONS MAY VARY� FIELD VERIFY THAT FASTENERS ARE INTOADEQUATI! WOOD FRAIMING MEMBERS, NOT PLYWOOD, FALVrF.NING 70 PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSUR.e PIECES. 10 WHERE ANCHORS FASTEN TO NARROW WE OF STUD FRAMING, FASTFINERSHALL SELOCATIED IN CENTER. OF NOMINAL 2" X 4" (MIN. � WOOD STUD EDGE DISTAINCEIS ACCEPTABLE FORWOOD FRAMING). WOOD STUD WU BE -.WrHERN PA. G-0,55 OR GREATER DENSITY. LAGSCILEW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. I I "MOVARL.E ANCHORS ARE, MWALT PAPRUMATF!, ALL40TIETS SCLIO-SE7 & BRA55 BUSHING Ll MACHINE SCR EVISISHIALLRAVE 1P- MINIMUM ENGAGEMIENT OR �READS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAL), TRESS HM, OR WAFEP HEAD (SIDEWALK BOLT) U RE 0 - 13 � MINIMUM EMBEDMENT ANp EDGE DISTANCE EXCLUDES STUCCO OR OT HER WALL FINISHES 14, = DESIGNATES ANCHOA CONOrTIONS WHICH ARE NOT ACCEPTABLE USES. J�, * DIRECT MOUNITIING CCINDITIONS iE LI NEAR INTERPOLATION F, NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LASTED ON THIS SHEET - ""`AH,� 'I .I......'s.) I _ ,�,!., � ��.� - _�_? I ', ,�,, ,.� .1 "' 14 . It - . I E ;I I W"I I .. � V I �� j I A I , .. I;jl I , , I I I . ,.9,21 - 1A � V .. C1 I I I ; I �I � I I I I = I I `--� 15 '7 g E In I � M I - � 9 t f I E I X: It 43! Of -IF-A (1) (1) r_ U) -0 a) -00 > 0 a) r- -I.- -6-0 _0 L_ L_- = 0) co -4-0 L) -00- (1) 4-, U) - (3) -t- Q) -0 0 0 -0 - -0 = 5 = �i_ -2 c- E -2 (1) ?:: CIO c 0 -0 -#--a CIO U_ s+- 0 - CIO > U) - Cn a) " _11IIIIIIII0 III ca. E 1I CUD) -0 40-- a ._ -Icu- U) c- < a 4 Z Z W Mj C-4 r__A C -:11, " ) � �_ __ 00 � � n I = .�G a, C14 '� " - �1 I I-- . L:!� = r- ,-Z C-) , - , It <_1 V.� 1� ".-I C:) �, �E , M >11 - W_ = ra, <� . ,:2 ITO C=, LO � . 1- -2 "`,� '�"' -,' , Z, - -_-.: _ :4, -EL ljl.� 10*1 DO :!�- :-:,-., C" . :.1 E .- I:_ DO cz, 7E �: (_� - - c- :3, ,� -�G 3 . :__ DU tv .= �E! t - �; (.> I at, = Z:) - _� 0, = . 2- �_ � .,> " i:: -,= I. E -T 3 r� CJI - C7, - Cn -0-0 " a) (D a) = -4fififififia 4--m (n :3 M > 0 L_ U) 0_ 0_ s< (1) -6-0 0 C =3 -0 CIO " 13- 0 (1) a " Cl) M " M =3 W 2 < 0 Z < _j CL SHEET NO. SH 1.5 - --- - 0. . I I 6 I . . . _____ . __ - .- - - I - - . I 1".." ,