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HomeMy WebLinkAbout39981 Harmon Grove CtABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of 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 KIWALL 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 Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO 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 0. E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR orVTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or 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 Proofing) 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 12-8-15 2.0 FRAME —WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-15-20 4e3 OVERHANG OVER SGD REV. TO 3- PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE ALL WORK SMALL COrApLV yNr-CP+ Pr wVAILINV y :tx , REVIEW IDA? .ODES FL%�I lD�A S;a< 'f, -ss �'.l I I f AND TH C I 4k i- i1' ?HiLt:S PLAN E MINEi� . ORDINANCES L E INI INI 1%119M 1791 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS 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. �RO� l�'^eoaa oaa as �\SE o �J To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Fo Q f 10 F- O N N~ J v" ® 3 Y, a0 . ik LL W ai a f7 r` r a J W a. W JLLU- o.Lu3: oim0� � a13 Z Z ` 2 ;) o L co O 0 ~ W 4:5 'cu N co K O J WU5 C' ¢ ma Z LL a LO M Z T W O Z OU U�ai Z ❑ ❑ ❑ L;l M z N M o z 10 N z o � � �C J 13 U) M N n' z U 1 1 C 0 LL T C6 w O W o U W J =f'^ 1— — EWIN S'1h L U V N 0�f Y O O �® N Ol r_ o co J w M M n ¢ z z J LL c6E w� �o oLL zo a� z® E o oa w ca F— r6 x< nF o0 O5 0 E Z:) oaz woo ¢ r L . (Q U:) U .0 o � y m Q W jj N > 02 zo a U son >7 d oz w =3 >° o aIM z¢ U'> N O J > I.(j O c� c9 L � o M U r m N _ Q Y o O C m r co V r ,— O V7 r = CM rn ,-- °' 0 ca Z N E O d U J -a N ¢ Q C C J JOB NO : 21-5015 SCALE : AS NOTED SHEET NO. C S R 59'-4" 30'-10" A H.B. S3 O 25-SH R&S - --- -- EGRESS ------------L--- --- 4-SH AC PAD -- -- T - �, rBE�D�ROOM 2 W . 1. C. 1---�---- -FLATCARPET LG. I--- -.-. _- L- = 00 8'-0" FLAT CLG. T Mb CARPET 50 .� _ -O"`FL - ---------2668 ----- R&S I TILT II i O12'-8" -21 i - -10 1 V-4" Aco 2 (n R riN Cn w ._.. _ .__... _ e? 0 o?4068 B.F. N wVF CO FIBERGLASS s s„ SURROUND in 8-3" 43'-84 I O N 60" X 36"------- R&S - - - - - ih 9 A SHOWER S3 16" DEEP 1STORY TYP O - �- PANTRY --- w 8-4'9 30 30 9 OWNER'S �o SAT LG. RA G - T rr'= i-TIL - -i _ - - N 00 SUITE N1--- NF 9'-4FLAT L-- 8'-0" FLAT CLG. ' G. L- " - - - - �- -- - o CARPET I A I 2'16" - 2"F- - - -- 9' 23" 8''-5o O v� N 00 4 2x4 #2 SYP DISP - �II� -� INK '� T S UDS W/ US P I HTT4@ BASE S3 I I ��---- ! D.W. o o - 00 law 0 0 o I Ip � I ---- ----J of C14-t- r=_____-__ V J S-0" 1'-5s G HANS N S3 BOX @� A.F.F. 9'-0" I 3'-8" 2'-8" 4'-3" 6'-10" 3'-7" I I 2.12 SLOPE. I `D CEILING I o I 00 O �00 I I PATIO � FAMILY ROOM 4'-0 VAULT. CLG. CAFE " / CARPET VAULT. CLG. 30'-0" / CARPET M. at.- Oz LO Oz UJ U)J fU Tw A S3 35-S H O T-1 O 25-SH EGRESS BEDROOM 8'-0" FLAT CLG. CARPET 0'-4" HALL 9'-4" FLAT CLG CARPET LAT C FIBERGLASS SURROUND n r d K S3 11'-10" 1 2668 1 20'-8" BEDROO 14 8'-0" FLAT CL CARPET T-0" 9. 84.. 3" 40681 B.F. r00 - - - - - -------- N G.T. EK------- s3 r---- I I I I I I � I 0 I I I � I 2-CAR GARAGE o 8'-0" FLAT CLG. I w I EDGE OF SLAB 2"I�BEYOND WALL WI FDREURVENT I O ROOF I I 20'-9" II A I I I I 11 I 1 INIv� I I I Ia�l I I III 11 I I I L- - - - t ------- I I I 30681 I D ENTRY v 1 8'-0" FLAT CLG. CO = Cn we O 00 � co C7 T' w A \ H U IN HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 187X2572 S.H. 13 20X38J 18-IX37 S.H. 14 20 X 501 1812 X 50 S.H. 15 20X63 184X62J S.H. 16 20X72 18,X71 S.H. 11-12 271/4X26 26X25J S.H. 11-13 271/4X38i 26x3711 S.H. 1 H4 27 1 X 501 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 2771X72 26X711/2 S.H. 22 37 J X 26 36 J 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 $ 36 J X 50 S.H. 25 37 J X 63 36 X 62 1/2 S.H. 26 37JX72 36 X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 i WIDE S.H. 32 54 X 26 521 X 25 7 S. H. 33 54 X 38 i 52 4 X 37 J S. H. 34 54 X 50 J 52 4 X 50 S. H. 35 54 X 63 52 J X 62 J S. H. 36 54 X 72 52 2 X 71 z 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 Table 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. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" rAA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 OE +26.6 / -29.1 OF +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 MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 21'-5" 16'-3" 4'-8" 1'4" 37-8" 6-0" 15'4" GARAGE 427 FRONT ENTRY 32 59'-4" TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLO R PLAN - E L E V-A O EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4"=1 r-0" GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) VHF.. 1V4`{�• / V !C �� ... CD F L 0 a i fIElElitii To the best of the Engineers knowledge, info oration and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q n E Co co O M 8 N Yk v ON N � J C)_ 0 ' 2 � ,n ao � �t ", w a N to a cn�r`� J w CJ ID u_ a Y n LL a Lu o Z _ `6_j �/ 1% c ca C)i-w : 'F CV UJ m - J ¢ Z LL oo a- Lo M z 0: N O z N < 0 O U U CD 0 z IR �/1 z d ?, J M � z � a � a) 4--J00 U in m a V":5 O �N O� N =12 w.. -u J H _ E U o"• rJ o N c u) aD o O o N ti O (O J w M z o z < c E (a_of 0 �o <a z© i- 6 CL OE N no Ko �¢ o �o uOU o o E_ N i � ao �w rp cn o U mo o o f lo N m Q W zz Zo U Q � a 7 <(� ¢ o = o z 3 =r v zo a 0 c � Lo 0 m 0 L 1` o M ' U r Q Y C:)0 n m V/ N O E d- T (o r 2 Vi r Cy I C'7 Ln r 0') LO E T- 'E (V C'M d o z M z E O (n u a E o U J Q p J JOB NO: 21-5015 SCALE : AS NOTED SHEET NO. 1 ITIT e KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / co w MEDICINE CABINET O0 � O~ O~ �t LL Q LL Q O CNI > M M M M KITCHEN 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER i HOLDER CE - O N FIN. FLR. 0 M 0 N 0 0 OPT. N REF. KITCHEN MIRROR O n 0 W Luu4=J I ILI 111 [[ ----------- O NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD 0 z TOWEL BAR IN TUB OR SHWR. TOWEL BAR 0M a ON BATHROOM WALL SHWR. o 0 VALVES w - = o r SOAP r - O O 80 o DISH 14 U r r r M M TTOUB BATHROOMS. SHOWERS AND TUBS OWNER'S BATH BATH 2 INTERIOR ELEVATIONS 42" H UPPER CABINETS ---, 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS SINGLE OVERHANGS THAT EXCEED 12" MAY ROD REQUIRE A SUPPORT BRACKET 0 36" H BASE FINISHED CABINETS - 0 COUNTER TOP 30" H BASE CLOSETS / LAUNDRY 0 00 r in a 0 2x } L? 00 FRAMING r C7 CD 1 /2" GYP �? BOARD - T FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER SCALE: 1 /2"= V-0" 0 00 0 00 r � O N N FIN. FLR.] jLj j CABINET BLOCKING SCALE: 1/2"=1'-O" 1 � s � v she°�e✓ r N — < 4y°0 Q e { `V rt% FESSI" rif<E(f�iilIi I To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W I- Q � E CT:, p Cl) C. 1 m r'- N m J ® 00 U)Sk LL W N QQj cnr_� ° M CD V� W a LL a Y I^ _j LL u- R = S V Z _ -O 'I0T L@ j @Nco =O O W W J) a Z IZL N M Z a O O U U tV W (J M � z N M O 0 Z z O Q � QQN Q � _J d N r M Vn)1 a W1 LL T' Cn UN O c v W J .•. mop EE m i L z IIII (IIII III Ili III L✓ U) Y o M w Z M �a o J J_ a0 E ° ti o z o� o a= < }o Q� z© �� I— C6 —E X 0 �¢ 0 O ❑ o o o L ao Q az C o z Y �m m o 0. >z J < z u7 N 3> p< z o d �w a o w w� =r �o O CO V 0z¢ a� M N p J >� C� m o M Q LL O 0- m c ~ E d' T C6 r 2 No s— = M LO s— r rn LID E r N C d z Z E 6 m d U J Q Q —1 JOB NO: 21-5015 SCALE : AS NOTED SHEET NO. 2 1 "x10" SMOOTH TEXTURED BAND NEW TEXTURED FINISH 12 5� F5 12 5� -- - 0---------------------------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) F4 12 �5 HEEL FRONT ELEVATION - Al 16-0" RIDGE VENT SCALE: 1 /4"= V-0" 12 5 4'-0" RIDGE VENT 1.1 HEEL 12 �5 N T.O.M. HDR HGT. —--------- —----------------------------- — — 1- TEXTURED CEMENTICIOUS O r FINISH ON C.M.U. ao ao (TYP.) CD -1 --- 35SH F.FL. ............................. ] ......... [_] ............................. ]_[ LEFT ELEVATION - Al 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. 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. ,owkkll lift fill" 4t 0 /y < �e "• C-) To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q LO �E �co p Noo N m G ��-owu`w M a Q Y J d LU C13 ZZ 0 o -mO or WJ a LLW pja �aLZ�2o O U N U�NZ W ❑ ❑ ❑ z z o J n o 13 N r> N zCZ 0 4 U M 0 g co wa (6 r— U c r-- — Eago L-Lj i z� U o C Y Q N 0) • �Q r` o c J w M M o z Z a _J E a p E o <a oa Vco co ' o E K o o� to o O U @z CV woo ¢p �w L C oy O ¢ U mi ~O Z _ ro QW Q 3 LL zo a rn w o oz w =3 �S) r° c.0 zlaTo a � C O 0 i > L.0 0 m m c9 L � o M U r Q Y > O 0 0— C m '^ ~ C E d' r Tie v ca T = �y di 1 - M T c) rn L U-) r T (� M d� o Z M Z � E O �; co m 0 o _J cc Q p a)U _J JOB NO: 21-5015 SCALE : AS NOTED SHEET NO. 3.1 S J rn r\ 0 c a� 'O M 0 a L0 I / 0 aD p rh 0 0 L0 I i 0 ca i Q� -L e O / 0 cl E F�— N O `v c 9 y N LZ In 0 i U I .o a 0 0 J O L� 0 0 0 0 0- N v 0 cn Q l m SIN N O 12 5� 3'-0 RIDGE VENT r 12 12 REAR ELEVATION - Al 16'-0" RIDGE VENT RIGHT ELEVATION - Al SCALE: 1 /4"=V-0" 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 1-112" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. 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. WN S 4 FLU FESSNO �\ 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. H W Q q E O O `I° n co �a V N W, J Z J C 2 00 N 4t , W H ni �r--r; 6 Jw0- LL a jY ea J �y LL d V Z _ mo 2 �'S s F,NCo O LL O _J W 0 Y, ¢m¢a LLcc LO N m Z O U 0) O U � U) z ❑oa W N M O ¢ o Q _s c� E3 N � 0 C>3 w S � O— N �N ,.,, g O ws f73 r— U' u UJ J E X � � U o o co w co co w a Z Z S U_ C6 E E za �� >N <R o ?D2 8 H x� 0< �0 o� O O M L a s Qzo ¢ a Z Kw M _y o fl ° o� ZN c U) J `gym Q ° aw z Q � �_�nw z° a Z Ci Oco xF Z a x �O O = ` >I0 J rn W m 2 ca U' L � o M U r (D N _ Q Y o O CL C 00 E i CU T = TTV V r CV = M rn 04 r E .E N Ch Z z E O �; a E ci ° CU ¢ o � JOB NO: 21-5015 SCALE : AS NOTED SHEET NO. 3.2 2" 1" 2" iv NOTE: FOAM TO BE USED ONLY WHEN VARIES ^ 1' 10 12' 1"RADIUS 3 1/2" RADIUS 1/2 CAP RADIUS CAP N �O REQUIRED BY COMMUNITY SIN ^ 3/4" RADIUS 4 1 -54' � N 0 = C° SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2-1 N MI7 1" 1" BUILT W/ STUCCO . 1/2" RADIUS 1" 1" EDGE OF VARIES 1' OPENING VARIES 1,4. o �2 VARIES 1'-4" M 12 VARIES SIN 1. ill 1 1/2" RADIUS r 4.. 34" 4,. Mla SIN W L9 M 2 1/2" RADIUS iO T � Ala VARIES 12 32 11 32 `�' 3" ,,, ,,, BASE BASE IN — 2 2 rmr 3. 3 3.. a 4 1 8„ 4 • N 12, *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN � REQUIRED BY �+ COMMUNITY SPECS. IF NOT, 1 OPENING VARIES 2" 0')DETAIL 1' -6" 1" 1' 4" TO BE 2 2 BUILT W/ STUCCO. 24 EDGE OF OPENING • - O 1-1/2" THICK 1-1/2" THICK 4" 101, `� M 24 �t 10" 6" IY CO c c IN � 81 Q0 31 4 2 N 2" 4" 3„ 6" 2, 2„ iv W LU 10� W ri led IN > > 1-1/2" THICK 32' 24, M r 52 � 1'-5" 52' 1 -4" 3" 51„ 4 "IN 00 ur) N a 1" 12 �- VARIES VARIES 2 , w im Fr < > VARIES VARIES 4" 8"- 3 r ap 6" 4" KEYSTONE F11 b OPTIONAL KEYSTONE F11 OPTIONAL io 41" 2 4 R44r„ d 3" 3 L3- 4" GARAGE DR. OPENING 4" 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1a' 1 64 14 12" 2' 1 1'-4" 2" • SMOOTH MTEPS MATERIAL IS ACCEPTED FOAM/ 54„ 1�_12�. 54. 3'-8" 7 N 1 4" 3'-0" 10" 1-_4" 4" 10" o f N 00 N - 1 � &4 o �r • ch ih r 1 " '47o 11„ 2 1, GENERAL NOTES: M � - 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) Im ACRYLIC SAND FINISH CD, O CV Lo O 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W Q E o 00 O N 0 00 7�00 N it LL W J W a W Z morn Z °~ E L c6 O �INw9 O IY O W U) c' ¢¢ a �" LL N M Z a fin O Z O C) z ❑ ❑ ❑ (D rM �J1 N M 0 0 z W NNa z o Q Q � C z C1� � (6 N w � m U O LnLn w o w tl06 c U ,. L N Q N o J w c J C'"J z 1 p Z Z Q J- E Q Oca w� oo zo ¢N zo oa 0 O o &¢ ri p S< a Z i ao Cy mo o, U) (3)En zzo o a Z a ao �� < o co 0zl< 13: 0 O >L J O� CA m 0 L � 0 M ' U T— �\ Q Y O O U ° rt v r^ vi/ O E 1� (0 r CV r'^ , - O Cq LO M rn L r E r CV CCM o Z co z D E O a f° a E U Q p c JOB NO: 21-5015 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET FiF HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH �3 THREE-WAY SWITCH j4 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) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �[]BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T© TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER NMI ELECTRIC PANEL —� DISCONNECT SWITCH � C�' J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR 1r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER #14 copperto lights & outlets NeMA 1 150 AMP/ #12 copperto 20 amp ckts 200AMP 10 #10-2 copper to WH 00 #10-3 copper to Dryer METER MAIN O2/0 or 410 SER AID 200 amp 150 amp UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING o #4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 14, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. SI IN 111 � 2'VfRJIV PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER H.B. W.I.C. ):�_ I I ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 1 1�, 12 CC�WNER'S SUITE C \ l DEDICATED RECEPTACLE o FOR MICROWAVE RANGE e HOOD PER SPECS ---------- ---- / D_W _ I — c S.D. wI^O Z _j 1 TGI _ F-r — - - - 61 _�-- I / I Ll CC.M i/T— / / I / ROUGH -IN FbR / OPT. CLG. F�N/ LIGHT PRE -WIRE I / / FAMILY ROOM i /I— —I� SINKw/• �— YDISP I / PENDANT AS PER SPECS &/ CAFE i i VERIFY METER LOCATION WITH BUILDER BtDROOM 3 / ROUGH -IN FOR /ROUGH -IN FOR OPT. CLG. FAN/ OPT. CLG. FAN/ LIGHT PRE-WIR� �% \ / LIGHT PRE -WIRE 1 I PED�ObM 4 I S.D. � III ):HALL1-1 S.D — C.M O ,II. ---------------- H.B. VP `H'GFI @ 44" A.F.F. OLU Z I ¢� I U I LL I Lu U I W w 2-CAR GARAGE GFI@44" A.F.F. / GARAGE 1 I / LIGHT AS IGARAGE PER SPEC 'DOOR IGFI ' — I � / I I I 11 I I I l l I I I I 1�1 I I I L------------ GFI @ 44" A.F.F. (0) IRRIGATION \WWP GFI I ENTRY I I I ELECTRICAL PLAN - ELEV-Al_l SCALE: Y.-1-0. N 0 CV Ln 0 d- 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H C, W Q d E O N N N � W J L� C NN co N rn t-- r2 a M� xt W J Lu 0- LL a a 0 j J LL LL � Y LL L Z 0 — -0 rn 12 Y I� 122o�w E 'm ri1 = OZ J LLW co Ln cc '0" Z IL X 0 N O U U vvi 7 z N M o g z N z o � J n- N V) z a vCo 4` 4-1 C„ (>3 W a V 0 o W to c N aim r— rn U W J L U = s� c, o cCnY ¢ 0 �0 � m ti o Mw w M o Z z e g J E CD E Ov �g of z <� z® oa V U O co 6 o E 2cD a z o� w z cV o ¢omo w y U 0, Z z rn G Z0 Q V sona SEE N Q O W� nw oW�3 =r o <a c� o o .0 O J 'L O ai m m CU L � o _M m N Q Y 'o O m E r CID T = 0') 0-) CV r T_ CDLid r= M rn LO r E M o m z E E O i6 z N a E 0 U _j _0 M ¢ o ` c JOB NO: 21-5015 SCALE : AS NOTED SHEET NO. 4 I Ili II - -- - -- -- - _ T- ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ.Ventilators IN. oftilation IN. of SQ,lation Ventilators ventilation soffit ventilation vented be provided Ventilation Venti (See (SElev) required needed required soffit by upper needed ventilators Main 19 2 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) gtt1 i r? \,' `•Fly-jt� � • CV 4.�'.: ���feF s+t•. hFgl ��": 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 'It E ao 0 oo o Co �* N _ O N oo J c # LL V y oo N cn My a JLLLLI 13'0 W o- W °- Y a�� 0 O — a rn O �p � O W��°'°' Z L Mz LLIL ILW rcnO Z O U U_j U) Z N M O � Z N z o � Q U) E3 � /1 M �/ � Z �6 1V1JO l -1 Lu [O V® O^ LLJ O �V 1 (n 6-- U Lu J H _ E i U o N o tm, Q 14 c W M coS J zZ z � LL � w zo oo z zo ¢� o O rd zp �o z© oa UO cu X U O ¢ W U O o E N °z wo a z �z L . ra Q O m o O Y U N O z J m < ° ¢ W z to O Q z O Q U MEN SSS a mw lim (, ) ¢ o _ o w?(D =r 00 �¢ l¢ o o d' z � 3 O T i >IL) Ln O 2 co W L � Q� o M ' U r a) N _ Q Y o O U m '^ V/ O T v (D T 70 2 N r LO r= M rn L r T M 0 N M Z :3 iri E O E U 0 C a Q p .a) JOB NO: 21-5015 SCALE : AS NOTED SHEET NO. 5 C c d T-2" 1HB 5'-2" 59'-4" 6'-0" 3'-0" T-10" A S3 4'-0" 1. T-10" 1. 4'-8" 1. 4' 1 01 ■- . .. ... .. . . . . . . . . . . . . . . . �� .. . . . . . . . . . ■ ■" -■ . ■ ■ ■ . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CP L �l 1 { j I b "v 3-1/2" MIN 2500 PSI CONC \ 1 SLAB OVER 6 MIL VISQUEEN I 1 VAPOR BARRIER : ■ (3000 PSI CONIC, SLAB FOR HERNANDO COUNTY ONLY) 0'-0" \ 13' 5a CJ T-2" CJ { 1 CJ CJ CJ w T 00 co 1 •1 � __ � �_-=...... 0....... —J ............. ......... --!7 = CJ ---------y------ ....... 06 TCJ CJ T TK 1I{ (2) #5 REBAR I' S3 1 } / II : S3 VERTICALS w/ in FILLED CELL 11g 23'-11" 2'-10" 4'-14' M jl 2 6 G SIN o 1 fr 1 {I \ K I o r' 2'-6"x2'-6"x1'-0" S3 CJ —---,_SINKw//DISP __ rr I W/3-#5E.W. `1 rr—==�r-----m -I iv D.W. ���� 1 j jL S3 '' KITCHE ISLAND I II III II 1CHASE TO ■ : . L ........... LOW WALLS I L — — j tL= f J2 _ _ _ _ _ ISLAND ----�— ------� :. 1 --�— — — — A----_----_—� CJ — — — — — J CJ CJ EDGE OF SLAB2" — — — — — _ BEYOND WALL o �. -- ^--� CJ Ln G :: 4'-0" S3 :: 1 4071,4 11 OPT. j I 5-4- 31-811 T-811 we : : 4.- .. I:: -31/2' SLOPE? 1 1 3T-52' 1 21'-24" �3 32'-83 , 4'-8$" #5 REBAR in o LO 1/2" I I PROVIDE 1 y" RECESS -< <.. VERTICALS w/ in — J V \ HVAC CHASE I t\ \ FILLED CELL BASED ON LOCATION S3 FOR SGD. REFER TO in L TYP I MASONS SLOPE FOR WIDTH INDICATES FILLED CELL w/ 3000 ......... L—. .■ Zlco■ ■ ■ ■ ■ CJ CJ STEPS AS REQUIRED I �0'-0" PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT I 2'-0" 4'-0" 2'-0.. 6'-0" V-10" 5-2" 1 19 o Eo - PER FIELD CONDITIONS I ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. TOP OF CONC./ PAVER TO BE 4" 3 1/2" SLOPE BELOW FIN. FLR. DOWELS 5" EMBED W/ 25" EXT. _ `r' PROVIDE %" x 9" L" ABOVE SLAB GRADE 40 STEEL" — — — — RECESS FOR FRT. DOOR ■ . . . . . . . . . . . . . . . . . .� . . . . . .. . . : . .�.. .. ■ . . . ■ - _ I q H.B.+ L S3 S3 3'-0" " TYP 2'-6" x 2'-6" x 1'-0 7' 15" 5'-23" W/ (3) #5'S E.W. s s 6'-0" Z-9" 5'-2" 5'-1" 6'-4" 5'-0" '-0" 37'-8" 6'-0" 15'-0" 58'-8" FOUNDATION PLAN MONO - ELEV-Al_ SCALE: Y4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 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" #5 CONTINUOUS ,I� , .',•` REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. �- •;, U.N.O. • ; **Alternate: .; The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0WN'�sp* r h a� c-- —J (J7 ® U1 9i•• �, �•'t a, saes �eiu ,{�,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W of E c� Cog Co N o # �♦ 0 y = In W y it ut, W N Qaj U) r` r- ° LL W a a Y --j m LL LL rL Of O Z r o �, yw,o cu (V CO af W tY O J �2pjO' ¢ c a LML10W Z Lr,N 04 cy)Mtn a 0 W N M o O Q � QQN Q � c N t` N n1 M a UI c lV � 4 +-, c,3 fC3 W OLLj �N N wa C6 v Lu L v o c u) ID Op Y N O. �0 o ¢ w z M c'� J w a Z a lA- Q E z o oo z a aN O U zo oa c � mo XU Oa oo UU UO' 0 E o L az as Q az �W r6 � C O =Y m o O of _ � J U m Q W z to F Zo a U az =3 �o o co w� to }° a v c0 0 = >Lo J rn m c� L � o M ' U r > O 0 C C W E co T = M rn CNI r r u) E r co 'd o Z C N E O Z a E o U -j co Q p W -j JOB NO : 21-5015 SCALE : AS NOTED SHEET NO. 6 M Lr) U U ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=oft AREA ROOF 1 2e 2n 2r1 3 3e 3r HIP -35.94 49.57 49.57 -49.57 10 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 1 -60.99 178.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/6" EXP. 1 (24/6) or 15/2" EXP. 1 (33/16) [4:12]-[6:121 A—# TILE: 1%32' EXP. 1 (3�1'6) I f NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/g° x 0.113") NAILS ---- ---T-- -; -- ® -+-- 3r 3r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=oft GABLE ROOF > 20 TO 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]-[6:12] 27 DEG. W/ BLOCKING PER NAILING SCHEDULE. A A A (2) S3 (2) (2) Lo co r U U U lz(Ol CJ CJ5 • :q4:V:CD •• : . H Q a co . . . . . r- m . . . . . 11 I � I 1 I � CD m . . . . . m . . . . . d' m co/C"o m Q Q d X (2) ..... Q ..... 6>i Q Q ..... L>r) Q .. . M Q ..... Al V .. A2V W N U � CJ 1 CJ31 I w ' CJ31 ti v v ✓gj .... ..... .. .. .. ... ... ..... ... • ..... 3 EA ..... W o• I a r CP ..... ..... ..... ..... CJ5V CJ3V CJ1V Ij EJ4 CJ3 CJ1 0(2)/ U U A S3 \_0TYP 0(2) CJ1C CJ3C CJ5C A S3 CJ5C CJ3C CJ1C UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS RFUS 7100 --- w/ (12) WS3 WOOD WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 112" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 1 605 12-10d SPT24 1 1090 1 112-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (" ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS rw11TINTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 2 PLY CARRIER—J (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A1 SCALE: %4"=V-0" ✓' �l d� %e C� • 4 C'CC? s � W ._ •r � o • -ry t - C.�sl �� �.�� t^ z. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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 /W vEE e{ O U 00 00 N ib o N O C _j lL J 0)� � N 0 - Uu d a N M J Uu LL d Y J LL. W W l Z O O rn Z L O O ~ W Z IL W co LLW coz Q V O U _j tp Z v v� N M O O z N z o � v _O d � N M N � O C O 0 Q) a W 12U � m o v , O ass t— (n CJ 6 W J +— — E win I Ci o v Q e N I� CD co w M CO J 2 o2 z < � C Q E zo .0 O F z > Q ry Z 0 oa FW CL x0 &a 00 o� O E a p a Z f0 cn � zd OY U N '0 of Z Z m `a Q W (n < o� Z Qo dz U <0 a= 2� o wa �o O 5 a� ° 0 O = > Ln J Orn m c� L � o M U r Q Y 'o C:) o m C ^^'' r cc In r = M rn � r- T C) ch cc z D N W O Zo a E U _j Q p JOB NO: 21-5015 SCALE : AS NOTED SHEET NO. 7 1 I iF Iiwil4i i dl.d1. ii'AAlki 1d I i' i - GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / 1 .0 Safe vertical load + Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T FORM & GROUT SOLD d !• O N W �0 O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. ME 1 mom .0 �1 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J Q 81-16- B/1T U 00 00 tNOMINAL. LQUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. cf p precast = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN. (1) REQ'D Q'D 1/2 CLEAR ALTERNATE POWERS STEEL LINTEL d d O d ° d ° d.11-C.M.U. #5 REBAR AT TOP ° 4 ° D d ° d a GROUT MIN. (1) REQ'D 1-1/2" CLEAR a d d d ° J = � J � 7 0 5 REBAR AT = Cn rn w Q ° O BOTTOM OF U)w w W 0 o LINTEL CAVITY to `) \ 0 L OTTOM 'SL('r 0 O REINFORCING Z a Q d m Z �-` 7-5/8"ACTUAL PROVIDED IN LINTEL Z co ¢ C7 3 0• D �, #5 REBAR AT BOTTO 'NOMINAL WIDTH (VARIES) co in it a QD QD AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION (i) CF 4'-6" LL 4'-6" LL O CB) 5'-10" LL 6-6" LL 5'-10" LL OE MIN. 17'4"LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" '" q tssRo VVvty 4L >- 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 - Residenlial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Vi C) w Q �E o O M U 7k N'oLL N J 0 Lo O C Ei 00 N J 3k . W N QQj u)t-�� M V0 J ut a LL 0 Y J U_ L a w O Z r 0 d: � 'm N cD O O J W��6j°' d ¢ a Z IL LL co Z a = (N O Z N O U U U) W ❑❑❑ M P Z N O P 0 Z o Q ? J � LI) N ^1 M Z UI c lrwwql VM 1J' o LL T (� w ° U 0 �N c 0- wta C6 cn U W c w J Eall .,.; = w a U o 0 C U) I r• Q O w M O 2 U_ Q GG C E 0 2 0 W O g Z Q R Z© O o M ( _ XO U G 0O � O Q (Z)d°Z N it w O ¢ az U:)r, o 0 mO O ¢ Z w a N o< g 3o aZ � aW =r O ¢ t7 c O O co d WOil Z �a s as 3 sO i �LO J O 0 T CU CU L tf o M ' U r CN Q Y > o O o � m 0 ~ E d' = CV r r CD LO M rn 6 T_,- C d' o Z E o N Z CU f° d U --J Q J JOB NO: 21-5015 SCALE : AS NOTED SHEET NO. 8 v+ 3 • J • rn 0 CID C a� 72 0 O m 0 . Ln CID v x " J Q C 0 L0 0 > v rn F CV 0 E Cn E 0 9 N W LZ E2 0 15 (� C 0 i� UI F - -y a� 'r o c v 0 " o r. 4 .o O F a a 0LO 0 ' cn `r'• m a� 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS HOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 0 USS S FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED : 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2. 7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3• RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 0F 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 20011b 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 OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" Y„ MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0,148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE 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 N T PLACED AROUND EMBEDDED REINFORCING PRIOR 0 0 OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8• SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent 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 V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. mBust be removed be�ore exteriorpsol and mortar along the foundation perimeter 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 willbe issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND %8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. t� `kl��1'13�99E�dffrrf��l�® ;�F-Z0W/V 3 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W H o v E 1 o � V Mtl! 0 N 1 J N N O' C) w 0 � ao N W rnF-VLu L a' Y Q �Mv � J LL LL a- LU - -6- Z W rn Z t�v 0o o O w W��pjO' Z o a M J a C Z -j O Z N o 0-jU) W ❑ ❑ C7 z 0 0 z N � d J r V) M z (..D o w 0 �Nvio Lij Ly N �� U '�i J- E 8 c f•..,.,.. `` e m C:,w cfl ¢ z co cop J y Z G LL. Q E y o z W o }o 4 ry ?o o cu O U O O G CV t o ao OQ az �w L ¢ .0 ,p ViY c o �m OF Z Z � ¢w �z Cl) Cl)J F" z0 �w o w¢ 'o C:)�_ c Z0 > L0 .J O rr^^ CD N rn m m 0 L � N o _M N Q^ > O C:)Y L.J.. ca O E = N r _ M rn N r LO .� r N M � Z co Z E @ m E 0 -j .o °' Q o C:a JOB NO: 21-5015 SCALE : AS NOTED SHEET NO. SN I :T.i dl.i�,E .Ii.�i111161 'ill, i Backer and Filler Block Dimensions BCI(5Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) + Filler blocking ° + / 1/8" gap o 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 101-01,at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 O Co 5'-0" a01 - STUB -OUT FOR o ° o GAS METER 01 o `n � U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 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. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Boise Joist Blocking for each lapped joist. Squash block) 10d nails SECTION @ INT. BRG. WALL 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM U) w Q STD. 90° CONT. #5 BAR T. #5 HOOK 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 SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW I FOR BLOCKING/TJI MASONRY WALL OR " INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4 max. I � Clinch nails ✓' when \ I possible Tight fit L (� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate ® BCI5000s 9-1/2" 12-8d 2-8d 11-7/8"' 2-8d _ 3-8d 14" 2-8d 5 8d BC] 6000s® BCI6500s(D 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2 8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. Hangers with sides not containing WEB STIFFENER top flange of joist. Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 16"" A 1%" ROUND HOLE MAY J I BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%2' DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. - -_ Any 10 joist - 8 1'-0" '- '. 1' 'f -2 V-3. 1 1'-3' 1'-7' 1 111'-11,. 2-4- 1 2-9. 3-2. S, 7. 12 1'-0" 1'4` 1' Z" 1!-2" 1-3' 1'-9 2-4"b2-1 3'-7' 4 2"4-9' 6-41 SPat i ft 10 1'-0 ° 1'-1" 1' 2' 1- 2" 1' 2'-5 ° 3'2" 4'-9" 5-7 6-4„ 2' 20 1-0'" 1'-1'" 1' 1' ' 2'-0'" 3'-0"4-7" 9-11" '-11'" 7'-11" 8'-11'"24 1'-0" 1'-1" 1'-Z' 1- 3' 2- 3 T" 4'-9" ? " 8'4" cY-R- 10'-9' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSC w/ (22) NAILS T 5/81 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION 7ll7llly Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 10d nails. \Install tight to top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. — 1/4" 2" gap I/ ( Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements -0.6 X Joist o I depth i h I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ ° SEE PLAN FOR---'°• ° . • .;. FOUNDATION INFO ` q 4 STEM FOUNDATION GRADE REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE M1Mr— \ IF—M—r1n n I T1 1111 1 rA I TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING G LINE co Z • ° . • ° SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE °°. ° a a a ° A ° ° r SEE FND. PLN. SIZE & REINF. 5 Pf'�0 t } Y�!� C7_i:/V ca S Eo �< I ,, _ 'LO e. l%0V1 fi6!llZl 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 W a LO E I M o m8 �Co�* (V (0 0 Cp of N st N) � in W r-- r L -i w a C,J, �` a to Q v Y aLLLL wa Lu � Z O m oN cp LL O _J W c°n2a'O' Qa Z L L 00 o J a N r�i Z K p cn ZO U U � UUi W ❑oo M � 9 Z N M 0 0 z z o Q � , M Ul4-1 z a0 v o LL t'a to ry � U 0 V71 �N�n C CQCn F- v L,., _ N -F; U Z5 n A N m I� r` o w M N o Z J Li-za � sz � O m oo wz >,7 Z o ¢N ?O O0U CU XO U a Q p � I r o i o Qoto ¢o az �J (� ci gOE r U N m� O Y Z J m �m <w C, Cn a Q < o< ZZ go a �w U a0 & k �3 o az w 8 o 0 a� ° �C) >� J ui rn T W O ' U r CN Q > O s m = N T _ = M op N s- r rn LO E T �_ M o z z z E a) d U J Q a) JOB NO: 21-5015 SCALE : AS NOTED SHEET NO. SN 1 1 _. _ — - --- : 6i 7 1 _ I i:.i . 11 1 1 of 40I" rl.: 1 11 1 .,. i AIM. - ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP. VARIES U 7/r -T�- 7v1`11F 7VIF 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 a " BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) W/ / GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 16d TOENAILS T & B FOR UNDERLAYMENT EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10-0 (R302.11) 2 x3/16 PLATE WASHER (TYP.) NOT EXCEEDING 10-0 (R302. I I) REQUIREMENTS SEE R905.1.1 INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN �p 24" O.C.) INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & _� SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _ 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 TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)A I OIL WWF OR FIBERMESH " ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE MOISTURE BARRIER o ° O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL a A.F.F. x6W1.4xW1.4 6x6W1.4xW1.4 SHINGLE ROOF, SHINGLES TO _ a ' @ 24" O.C.) 2 ATTACHMENTS 2" BE IN ACCORDANCE w/ ASTM -III=III=I I =I m . ' ' 11=III=III=III- ° ° WWF OR FIBERMESH CH WWF OR FIBERMESH -1 I I —III —III I I I III—III=III= ° °° d ° z 3 1/2" MIN. 3 1/2"MIN. j— p .. i _ a ° ° ° ° a ELEV. -0'-3 1/2' D7158-CLASS G or H, or ASTM I=IIII=III=I ° • I=III=III=III-1 ° ° °a ° d ° d ° ° ° ° ° A.F.F. p a ?. a D3161-CLASS F, IN -III—I I 1 i I 1=1 — — —_ I ° 4 2x4 COT. ° w - -I I I— 4 ° a p� rll—ITI ACCORDANCE w/ TABLE IIII=III=III=III=III=III=I I I=I I I=III �� I' a a d O o - p ° II �1=I I I� 1/2"(min.)- 4" - p / " )- 4" R905.2.6.1, FLORIDA BUILDING -III III=III=III=III III=III III i,Il ° I I° ° ° a 4 a d _ — p • — — 9 — I I ]TI-1/2 (min. =1 =1TI—III- — 1=1� III — CODE 7TH EDITION (2020j -1 I_I IIIIII i II II II I II IIII �I GARAGE DEPTH VARIES a 31/2"(min. - 4" I I=III —I I1 III d - 3 1/2"(min.) - 4" =III=III 8�� = i � � RESIDENTIAL =1 I I_ 111=III=1TI=III III=1 I f ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2)#5CONT. 4„ "'—"11;'—"' T $ (2)#5CONT . FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MIN. SHEARWALL C TYPICAL BEARING WALL @ STEP rcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" Ill,C-4 j "SHEAR WALL" SCALE: 3/4"=V-0" I SCALE: 3/4"=V-0" I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP IIVEDGE ALUMINUM FASCIA I \12"N.O. W/A HABITABLE ROOM 2x SUB,FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS EE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE: EXTEND MAMA WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E 'v CNI °° � n —_ 6 MIL VAPOR1 - z BARRIER — I p • III— `" COMP. SOIL. T ° (COMPACTED TO 95% MODIFIED PROCTOR I I ITT T=1 I I I ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'4' (1 STORY) STD. 90 HOOK (SEE U.N.O. O CHAIRS TYP. 4„ 1'-8" (2 STORY) DETAIL) U TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—t BLOCK WALL BEYOND Ill 14—[�O.H.D. RECESS � z T�;•j � " I �' e. 00 4�IIf T �. =1 I I - SEE A/S3 0R J/S6 Ills l I l 11 �,lil , I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 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. ens M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT �' \ NOTE: 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR d #5 VERT. IN FILLED CELL 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION C.I LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) 5!8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH BAR 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2'M PLATEFROM ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR u GRADE iv o . ' o " ° M ° pJ _ p o z_ FINISH GRADE °O GRADE 40 MIN. Fy= 40ksi 0- #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] a 25"MIN. LAP [30"MIN. LAP] g _ _ ° —III—) I I —III m Z _ o —' I =1 III W ' I I I I I IID° D o a D _ O° I —III —III —I i I —III —III _� III —III —III —III —III —III z 6 MIL VAPOR BARRIER =� I I( p P ° I I I o. 11=�= I =11= -'7Y7 N z 11=III—III=III 1TI= — co #5 REINFORCING BAR R 1 7/8 ;,I I I 1. I II=1 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-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 N WWF OR FIBERMESH , E II—ITf- III T=1 11=I I f=' r I I I I I 1=1TI=1 11=1I =1 #5 LAP SPLICE (2) #5 CONT. =1I=1I=1I=1I=III=11 - cat I I I • a . I 1=1 I I —I I 1=III=1 I 36"MIN. LAP [36" MIN. LAP] ON 3" CHAIRS COMP. SOIL. (COMPACTED TO — I ° I IT-_ 8" V-4" 8" =1 1=1 it 1 i1 1=1 II 95% MODIFIED PROCTOR ASTM I=1 I I I1=�=T .I I'- 101, (TYP.) D1557) II I IEI, I) I IF CI ICI „I I hl I 1= 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK Ill ;III 1-1 1-1 1= — #6 LAP SPLICE t1iTYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION r D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" a GRADE °° 11=11-- I-1 I 1EE1 I lEd 1 1=111= I — — 1�T�i� � -(1) #5 REBAR w/ OPT. I 1=1 I rtt1 11= 11= 11-111= I I=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d CV ' M CV a .. .. n' —' I I ;III = I 1=1 I I-1 . �. ' :. �. 11 Q_• I I I=1 I I I I--- -111Tlii d. _ 00 4 11= SEE A/S3 OR J/S6 I E& I l li I �T�I I_ FOR REINF. INFO. " MIN. CLEARANCE T-4" (1 STORY) T-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. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT ¢ n n INTERIOR � a ' 2� , -31! a ,.. CONCRETE NAILS W 1 1/2' W/ DR EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ � a .9 _ v _ N II—III11 II— 1-1TII1=I M 6 MIL VAPOR BARRIER ' -1 I f 1Tf III l I f=1 I' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=VARIES 1'-0" S3 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. SEE PLAN FOR CONNECTION INFO; e TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN — — - — a, ° a ° (2) HTS20 FOR STRUCTURAL r a r-I11 111-�T, ;IIII .. . BEAM SIZE & CONNECTION INFO co T _ 2x4 #2 SYP P.T. FRAMING w/ =1 I I , ,III; ,�-III=1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �I "'— "- 8" z ATTACHED PER NAILING FOR REINF. INFO. w � SCHEDULE OPTION #1 I ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M U) SCALE:3/4"=V-0" S3 T _ 2x4 #2 SYP P.T. FRAMING w/ =1 I I , ,III; ,�-III=1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �I "'— "- 8" z ATTACHED PER NAILING FOR REINF. INFO. w � SCHEDULE OPTION #1 I ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M U) SCALE:3/4"=V-0" S3 w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M U) SCALE:3/4"=V-0" S3 0-0 FIN. FLR.C^ IV 11Ill 1 IIIIll IIIIll IIIIll— IIIIIIIIIII IIIIIIIIIII!III- FOOTING v — iI,TIIII�iilil�iilll�Tllll ,11-111=T1=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 i 8Pr4 IS <d. � O F P.. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v E (0a � 9)W a OD-jLL 0 �n�mv°',xtlw a bJ M a �ti�12 a j M 0 LL w L a Y C103N MLLw aL� z O .� _ L o C? of Y O w I W 7 :t U) rn K O J ¢ Q Z I L IL a Z N Mz O U Wz) O U-j N W ❑ ❑ ❑ z N M o g z N z Gila J N cn07) z +� (� w O,.,,, Ln �Ln o C Y lyw�d co E mi r_ o m w vM M C',zo z z C � E a E ° �o �� r� ¢o Zo a= K O 0 O 0 0. O N a' az o Q oQ wz E J L (Q U 0y U D U �� J m a Q W 0 Z IBM j > Q 3 F W Z U U a A U g <0 aZ = F — o '0 cY ¢ zlI p J > Lid Om (0 U L � o M • �� > O O C in o (3) E = r CV M rn o r L\ E w T M d o z co v O N N (6 C a o U -j Q p C _ JOB NO: 21-5015 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x612x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE VARIES ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12dTONEMIN. EXTENSION FROM EVENLY LS SPACED EXTERIOR FACE OF BLOCK EVENLWALL 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 EXTENSION FROM EXTERIOR INTERIOR DER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE BLOCKING (2) 2x HEADER PER PLAN ?x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 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) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE :lid I 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. G—SEE PLAN FOR FOOTING u DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. GL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a a d a o 8 , STD. 90°HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION ff NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 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 4:: FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J Q *— W r > 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 4 e 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. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 1Old x11/2"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 —C VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a ;ARAG E OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. OD �R SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4' _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A I 12 (NP') SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LBLOCKING EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v 0/C FIELD v 2x TOP PLATE—/ C5 V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. P.A.F. NAILS OR IN 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 "x10""J" BOLT 24" O.C. MAX. N. (2) PER TTOM PLATE ESE CTION 2' VI P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 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 • QB., SPLICE STAGGERED • MAN G O/ 10d @ 8" O/C .4A ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LES �7 SIMPSON CR C C P.T. -ATE SIMPSON SP4 anvlra�ly �r4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10c ST J M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON ` SP4 / a a 4 2X8 P.T. BOTTOM P TE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSONSP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" kGGERED 3OLTS @ 24" O.C. �X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 4 v L 2X8 P.T. BOTTOM \E�4 PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT OXIED A.T.R. t&NUT OXIED A.T.R. I&NUT ROOF TRUSS ABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. F-is] I -ray TI_l�1 C 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD 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 SCALE: N.T.S. S4 Y IV �U I- 4 ` L0�`� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W Q v E co r- o o �� N FA `C) N N OLJL C 0) :3 Co Lu cn��Lua M�aQeV Y C rl Lu Z 103 J LL C _ -d - Y C O d° r@ O O W 3 @ N c_o C'J W ) ¢ a a Z NIN M Z of N o OV U Z ❑ ❑ ❑ W N M � O z N z o � � J d- U) N n N cif z � a) o a--J fC5 L1J q)0 N w o � uss C� — E W JIBM 8 j = L W C-) o C U) i14 ° m r_ o My w co J O � Z 4 � L QE o E y �a oo >a a� �° V C6 Q� o, o go X Uc a a wo UO O 0 0, ww i o 6 � Cr ❑ m i a oLL C 2 p � Z O ' Q S- > <� <p z U o� w 3 =� o � ;o a F M: V zI¢ NO J > LC) (0 m 12 ICU L 0 o M i U r m N Q ' CDo 0— m 0 ~ � E T— � (� r = 04 r COM T r r= rn LO E T r c N M 0 z E O U) a U Q p JOB NO : 21-5015 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1 /4"x1 1/2" SDS SCREWS TO BLOCKING & (z 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS, (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9„ AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL ' 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO 3BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ T-0/C. EXTEND AT LEAST 90% O0" F EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND RI NAILING SCHEDULE FOR SHEATHING MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 �- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (3) 10d & (2)10d EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 1 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST 4 ROWS OF O N NAILS S ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 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 10dx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. °� WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ 4 1/4"x1 1/2" SDS SCREWS TO BLOCKING FASTEN WITH ( ) MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 112" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3 @ 4 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH WEBSTR, USE MSTAM3P MISSED 6 w/ (7) (7) SECTION 1 O.C. MAX) AL TRUSS w/ MIN. WEB {24" GABLE WEB SECTION 2 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. �,15� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N N X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL W/ WOOD TRUSSES CID1/ (2) 16d NAILS 60 00 2"x4"CROSS BRACE 2x4 RAT RUN BRACING APPROX, 8" FROM AT 24" O.C. ON TOP OF V2- 1 1 2" % RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ��111� NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L - 4 1/2" OR EQUAL _ _ FIRST {4) ROWS OF O/C W/ (2)16d - ) (D - 0.207", L - 41/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI0KTA WI (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FO TITEN TO CMU \��aCONNECTIONR 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING EXT. WALL CONN. a� COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2) 12d TOENAILSS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME PACING D SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 K�9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. SCJ IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 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. OVERLAP TRUSS BRACING PHt-IzN( INLLKLU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING W/ (3) 10d x 3" Al 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, 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION LE TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 -t 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" 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 GABLE TRUSS WEB -� SINGLE 1" 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 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. d w LU 0 o O z o w v — — — o X Q — — — — b X Q m - < o Q o � o 0 w CJ W a NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL 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 6 4,V' t114 5�+,9 9 tv `�a�' � yr•>` J �. • j e U OA 6 s Q f: sy O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. HC. W aO 'T E Co OM � XL N O N J N 6 � J It 0' 0 �� W ��r� � w a 0) a Y 0 � u_ a 0 z _ - o z Y @o� 2 LU rp N (O K O Z ILW in�O~?°' ¢a a O Z W O N M O U V co z W I M r � N M o z GO z r M N ^' V ✓D C uJ �:J o 4 O Ln Y F J E 8 mi a +, z � � z. ca o CO Y • ®® O I� o � W M o o Z a : E =o -0 >N a� Zo E ° (U F— t- U 00 C CDE N oa <�z O o" <om� (B � _ 0 Y U O z J 10 m2 ° o Q W Q OZ ¢ Z O ¢ U a U ¢ Qo� x 3 �S o Jw � F sr �o o �< �_ °3 C Z > LO J 0 m E m L � o M U r CD N > O W !_ r (13 = N r _ = Co 00 N L O r rn n a),1 r W E r E N coo d .. z z = E O i6 = a o . E 0 � 45 a p 3 JOB NO: 21-5015 SCALE : AS NOTED SHEET NO. S5 3 v J .21 rn 5 -0 v 0 0 LD t j Q r 0 Cn 0 CID M 0 J 0 LO I 0 i 0 Q 0 i 0 CL Cn E 0 S 0 i t7 0 i 0 0- i d C 0 v It CR 0 0 f2 0 V) a m v N 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 2 x 8 45' DIAGONAL BRACES) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG, BRACE BT VERT. BRACES WHEN I OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER —1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16" 0 X 3" LONG FURRING TAPCONS 2 ROWS 3/16" x 3-1 /2" ( ) FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. wl 2 ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2 x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"o.c. 3-1/4" DETAIL BUILDOUT ct OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX 2'-0" II SOLID BLKG. AT TOP BTWN. u ARCH BLKG. & BUCK SECTION A -A 8" 8d NAILS AT 8" O.C. AT BUCK (4)10d NAILS INTO \ — 7/16" OSB 2 x 8 BRACE/ BLKG. ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU - 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. ENDX LEAVE A CUT OUT IN O.S.B. ON T ------------ INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED I\ 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K SCALE: N.T.S. SS 1/4" x 3 1/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 11 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. I PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB (TYi STD. 90' HOOK (l a77 // I/, ±5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 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 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 I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. 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 160 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. 4'4' MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL r. `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" �R ` ` ' O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD 40110 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 NOTE: LAP SHEATHING TO BOTTOM OF BAND Ali JOIST TYPICAL +2 NOTC F� @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. ` w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" THE TITEN INTO K.O. BLOCK :S 4111 FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN nrr kln A Mr n\af BRG WALL TYPE ' PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS I ALUM DRIP EDGE 2x SUB FASCIA �- CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3/16"x3" TITEN2 @ 16" O.C. WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE j STRUCTURAL SOFFIT SFO 71'-4" SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS REV. 03.26.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" / / MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." / W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6'-0" p' p C =1 I=1 11-1 I I I—ITI-1 I f—T— —III—III- GRADE Cl)Np z_ T p A' ° ° (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" �X + �' <FNGTy + + + + + + "44 + + + 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 Z-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS / + REQUIRED TO * SUPPORT SOFFIT JCENTER SOFFITPRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS RFF gHFFT Ili Ai SIMPSON HTT4 w/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:2 - z O co U_ o w H q7 FILL 1st 4 COURSES SOLID W/GROUT a a FOR OVERHANGS BETWEEN OVER 1 1/2" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN .� ° n�. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH ° �6 Y Ali #5 BAR xx �. o• n I? 4 p. 10 ° d ° CENTERED W/ o • . ° • . �a 9 IN TOP o KNOCKOUT/ �• 'e °a CHAIR BLOCK - ---� MONO FOOTING D I � • .a SIZE AND REINF. PER PLAN>e AND SECTION DETAILS - CLEAN FILL DIRT �' z A. °ffTANDARD o0 HOOK iv #5 BAR IN __• FILLED CELL[, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" JTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ]INTACT 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 EXISTING FOOTING RETROFIT FILLED CELL DETAIL rm uc..r_i ui nns�n SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. fit go a t�� o - () FL a L EQS S 101 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. H LO W a ti a E 0 06 N� V N J J LL . C 0 LO W N it ` W a 0 ") rnr- � ° -w m u_ a Y di 13 Ju-� a L Z @�� Z° oc ERO O H W �F� mom 0 9) ¢ a ¢ Z CLW ,N co M Z of N p 0 O U U_j U) IN ❑ 0 V M � N M 0 00 r` V I N M o v 4-1 Q) O v1 �N I_u o � Y all J E W U ilY w0 o JZ w Ch C7 m ¢ p 5� z < LPL co E Z O os 2 Zo <� F= 0 wz z© oa CU O< Q< O E N woo � Y a O z cu J o ¢� , >z < w �z Cn (n zo 0_ a U W ¢o _ w >° o a 0 > LO 0/ m rn m L � o M j U r Q �C > 0 O m C o i- o E 1— � r N r h CN T_ = M rn r cM d o M CV Z E 4 N d E 0 .. U _j _0 ..�.. Q p C C JOB NO : 21-5015 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 AY B FRAMED RIDGE M TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED NAILED ( ) WIND AREA IS GREATER MAY 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. 4r� 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS ,,., I ` ter,., .. TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN 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 WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR /—ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN F- SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ';;7A TRUSS HIP G.T (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH 191:8-212U Ji BEAM aC� RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 1Od NAILS SIMPSON H w/ #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEAADERDER & (6) 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM -SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT- / CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE — COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. i,VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ FA 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE:NTS L.SEE PLAN L. FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE I INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE, BASE INDICATED ON BM. CONNECTION INFO r11••]T 1 r-N A I t-% OPTION A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=V-0" CONNECTION INFO. A A SEE PLAN FOR SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) ff CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" A/ COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. l� • GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. �• MASONRY WALL BELOW: SIMPSON a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN '<. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. .a TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) :FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.0 BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD -TOENAIL EACH TRUSS TO NAILER W/ (3) 10d SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. • • SIMPSON LUS26 w/ (8) 10d NAILS • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---/ L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION a@ BUMP OUT 39 SCALE: NTS 1_1,_� DETAILS & SECTIONS i� Qr o W fj it N S �•+ yr s - w •,TroT mod' `• W r�s®i�R�FE5S1010- 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N v E a M ° O M CJ C. n n co N N N 00 J , LL V p cr � ir) � 1.)xt 0 w J "; w NN J), t? 140 JLL w a CLJeLL z C pNW co o Z o I W 02 Ow m m J Z I IL IL W W c� a N M Z p V L O ca> vvi Z W ❑ ❑ ❑ V M Z N M O Q Z O Q Q N co N z CDo N a--� U O,,, o U Tra _UvA c Nook w m E win= L 8. i W ° —® N CT em o co w co coJZ ¢ o Z -..I LL_ Q E E O zo os Wz z'o Q� z© oa OU E K a 7 O °< ?O m i o ao dz t0 Y mg 0 s` Jo 2 ova WLL 0. o =Q ;o t0 V 0la a 3 2O .o = > LO J m c� L � o � 0 _M N ^ ' O CD C m c Cfl ~ E T— co r M rn N r LO E T M z CU z a o 'a m U J Q p a)a JOB NO : 21-5015 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILLAND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ " WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure N resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) S DO NO- BOTrO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary LASHING WEATHER RESISTIVE BARRIER SELF-ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6 USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING - v \ O 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER I LrlVl IIIVV I Lf1V1 IIIVl] SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SLOPE a a 1'-4" PER PLAN 1'-0" PER PLAN q SHOWER SEAT a a SELF -ADHERED FLASHING OUTSIDE CORNER Q Lu CO > m Q Z Q 1 0 W W a_ = cn 01 Lu W U = W Lu `oLU o IW DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other suBFLooR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, !L i 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 RIM JOIST 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. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 Q 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 Jio m CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER n Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD FLASHING R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` \� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND AMI NIMUM 6" RE ADHESIVE AS SLEASE PAPER OOW EXPOSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall ^ finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. list INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. =LF-ADHERED FLASHING TCH HERED FLASHING 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 0 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE 111 - THIS NATU DO N, DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - --- SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATH ING,'OSB', PLYWOOD, DENSGLASS JRAL FRAMING JRAL SHEATHING -SAF E PLANE WRB EAK WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all CV (=> CN Lr� 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N � YpJ E O O 8 r 0 r- N -4 (A O N eD 0�coinr-� -_0 , ULLw 0 a (�5 m L-L Lu I d Y 0 Co d W 0o Z _� Lc m -.o � O O W N'D co LL _J Z IL cj . a co rNi Z oU IY � O U� (� Z W ❑oo N Ci o o � N oQ v - � N r` N C7 V) z E E cn 4.J o .� U OLU V) �Nco oOva c R3 "- w m ,- J E - 2 8 i I}... o0 C U) 0 N I� o M w co J g O Z g Q E Oco zo oo wz Q zo oa co 'd o E Xo �< �z 0U o, �z N wo ¢o rg�i ca Cj Cy ' U .2 m0 o oLL z < 2 W ZZ 0 nom Q a In w pO X� zr C� NJ co _�< a ° lzr N CD i Lo J O Cns CD 0 L �C o _M 0 N Q ' O m E r co O = N r I� �- r I M rn LO T- E � T M Z co Z E O (6 E o U a cc0d Q p _J JOB NO: 21-5015 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Ga4.fg@k 4-1 /2' x 4-1 i'2' x 2-1 Z' T Back Cross Support (dray be r,Lit to W) 11{dv'L.la �3i bSdlU. 17 a l7 414 Gauge) ram. -,. -- ,. r a-4-rr r r"..9 5,,,� Screws' -15 A/C Uot ftetom Edge Hurrlciane Strap (Typical3 in idton'B) Washer; Front r355 Support rt Self- xkingr Notts (May be cut tow) Left Brackert (16 Gauge) # 14 Self C7rdl Ing Strews Triru SratA A E�ark Support itittl AIC Unst got tom Side (Typical: 3 each store for hurfcarte ulle) tabcal, i a atlnnPn , ttuc trAla art pupod-1 w tie cA h lvlrri aaa _ u gr,e,- Ra6 lid S.a��l11Ih1rwfeL',& LLvsellirle gars "am t ta.E win ap i Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1 N2021 Coe Wity or Date P& Due Rentllna Date Type, version 14-faetdrer Contact Engineer &License validated BY valldatetl submitted FBC Appresal Aput'- Status Aromatic, 2020 Smart Vent Products, Inc. Michael Graham Hermes F. torero p.E. Locke Bowden P E 12/16/2020 12/1112020 12128R020 Approved Category: StrueturAl Component, (877, 441-8165 PE.73778 (334i 300-1800 SubCw,gonc Prod, cis Introduced as. Ras, It of corn New, Technology Compliance Method. Evaluation Report from e Florida Reg stared Architect or a L can sad Florida Fin.r l-al Engineer eLzsazz-xevroaricts. Quality Assurance Approved for Use Approved for Use Impact Ig..lan Sank Product Madal.Nual or hit- Product Qosuiotipn C_,ptracr EsrWrahan Data in MVN2 Outside. HVH7 Resistant Prism 1 SmartVent Motlel 91540.510 Duel Funadl. Flood and Ventilation Vent 12I312020 Yes Yes NIA +10pf-100 2 SmartVent Model #1540.511 Dual Function Flmdand Ventilation Vent I 12f312020 Yes Yes NIA +1 ODA 100 3 SmartVent Model#154&52O In suletenenw, rr 121112020 Yea Yes NIA +1 ODA 100 4 8 wtVend Modet#1540.531 Insula[etl FlaodVent 12131n D20 Yes Yes NIA +1005-100 5 SmartVent M.ddI#l84O524 16&quilt Garage Doar Flood Vent IW312D20 Yes Yes NIA MIA 6 SmartVent Motlel#1540L570 Wood Wall Insulated Flood Vent 1 1111 11 02' Yes Yes NfA +1001--100 7 SmartVent Model#154R574 14:5&quon Garage Dow Flood Vent 12)312020 Yes Yes WA F11A Cade Version Manufacturer Rewlslon 202a Drexel Metal, Inc. Category: Roofing subcategory: Metal Rooting compliance Method; Evaluation Report from a Florida Registered Architect .,a L tensed Florida Professlonal Engineer Fl:#Y'70"'Iw4a Pmduuls - sea.H Prdtluct Mader Nunoer or Name 1 orexel Metal'Roofrd Systems Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Veina letl By .Jason Shumate .Zachary R. Pr eel Locke Emden P.E. S029 303-1511 PE-14021 (334) 300-1800 Ishumatoedrexmat w-n Page 1 of 1 In412021 Date Date Date Pendlna Date validated Submitted FBC Approval Approved status 09110/2020 08/09/2020 081202020 1Oil 312020 Appr-d! Quality Assurance Approved for Use Approved for Use Impact castor Produ dDescrlptlon Conrad Exolratren Date t IlL Outside HVHZ Reslsta n Pressure DuC ICOME: DMC 15OS5, OMC 175S, UMC 2 Da, 1T11i7025 Yes No NIA 'Of -lag DMC 5V Florida Department of Business & Professional Regulation page 1 of Building Codes and Standards 1172021 Product Approval Application Detail -. .Data E. .Date . ... Code Entity 0 2ate- Pending Date Type Version Manufacturer Contact Enamaer& License Validated av validated submitted Fec Ac-al Ad..- status Re'Ws 2020 Therma-Tru Corporation stage Jasparsat Lyndon F. Schmidt, P.E. Ryan JKrig, P.E. OTn3/2020 07/122020 0729n020 10113202U Approved category! E.radw Doors (8DO)843-7628 PE-43409 (813)767-6555 subcategory swinging Exterior Dow Assemblies alestlersalathermalra.ta Compliance Method: E-1-dor Report from a Or Flonda Registered Architect ore Licensed Florida Professional Engineer FL#20468-R4 Products - Quality Assurance Approved for Use Approved for Use Impact paerrii Sea # Product Model. Number or Name Product Desc har.n Contract EXPImtIDn Date In HVHZ outside HVHZ liesR� Pressure 1 a. Therma-Tru Fber-Clessid and Smooth-Ster Manual6&ft39:88qud;lmpad%quo!; Opaque 121312021 No Yes Yes NIA Composite Edge Fioergless Single Dow OnswingNDasx'mg: X configuration) 2 to. There-Tru Fiher-G ass IF end 5mrolh-Star Nanhal6&f139.8&quctlmpa C&quo!-Opaque 12nl QO21 No Yes Yes Nl Canposke Edge Pbergl.ss Single Dowwth Sldelites Inswn lOutswin,XO OX or OXO ( g 9 coniguratimsf 3 c. Therma-Tru Fiber Classic and Smooth -Star Nan nel6&#39.6 &q ct.l pact&qu t; Ope qua 121 11 021 No Yes Yes N/A Canposlte Edge F'ib gl s Double Door with or 'v'thout Order ies (gnaw ngroulsrr ng, XX or OXXO pnfiguratms) 4 d. Themla-Tru Fiher-Classic and Smooth -Star No nal 8&939.0 &q o p ct&quol; Opaque 12/312021 No Yes Yes NIA Composite Edge Fiberglass Single Dow )Inswngl0aa ng: Xconfigu II-) 5 e. Thar-TruFiber-Classic and Smooth -Star Nannal 8&#36.0&putt: Impaotaquol: ops qua 1213112021 No Yes Yes NIA CanposiCe Edge Figergriiu Single Dow with Sidelite(s) OnsuinglOutswing: XO. OX or OXO con9gurations) 6 fTherma-TruFiber-Classic end Salooh-Star Nanlna188#35;0 &qud�lmped&qual:Opaque 121312021 No Yes Yes NIA Composite Edge Fiberglass Double Door ,with or withwl Sldelites MsY✓ingtOulswing: XX or OXXO -nfigu rations) 7 g. There-Tru Fiber -Classic and Smooth -Star Nanlnal6&#39:8 &qud;lmpact8quot: Glazed 12/312021 No Yes Yes NtA Can posite Edge Fiberglass Single Dow '1 grOutr g-X fg-11-1 8 In Thamra-Tru Flher-Classic and Smoolh Star Matins[ Ea4tag8 &q d;l pact&quo! Glazed 1213112021 Flo Yea Yes WA C pdate Edge Flidegads angle Dow with sd rt () P s• g/Qut-eirg: XO. OX or QXO onf'gurat ors) 9 i, There -Tut Fiber -Classic and Smooth -Star Nominal 6&#a9:8 &quo;lmpact&quo!; Glazed 1213112021 No Yes Yes NIA Composite Edge Fiberglass Double Door with or ^'ithwl Sidekles tlnswingtOurswing: XX or OXXO canfiguratons) Qualliy Assurance Apgrayed for Use Approved for Use Impact Design aeo# Product Mpdel:.Nu b Name Pro0,1O-o k Contract Exonatipn Data In HVHZ Outside HVHZ latent 12 I. ihenrm�Tm FiI Classoend Smooth -Star Nominal8&09 0 &q bIJnmp.a8quol Glazed 1.2t312021 No Yes Yes NIA Canposte Edge Fibeiro.. Owble Door with w ghoul Sidelites r lnsri hg/OulsvAr g, XX or OXXO fgurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 pf 1 1=021 Coo ,CI lily_ Dig Late Date Pending gar -lie 1Voe Vemlor Manufacturer contact Ersalueer&License Validated By Validated submitted Fad Approval roved Status Revision 2020 PST Industries Jens Rosowakl Mimi -Dade ECCO-CER Miami -Dade BCCO-VAL 11/162020 1D2612020 112-V2020 Approved Category: Exterior Doors (941)486-0100 (786) 315-25H Subcategory: Slidrg Ezra -Dow Assembles Jrosonski@PgOndustness Campllanca Mettpd. Cerbficstlon Mark or Ltstng an F!.#"y'i1.R3S Pr'pduCs Quality Assurance Abproved for Use Approved far Use IMAAd Dealklin Soak Product Modals Number or.Name Product OostYlotian. Coreracl Exdiration Date in HVHZ Outside HVHi Rasistaint. Presn e SGD-55 i0 (Large Missile Impact) Vinyl. Sliding.Glsas Door 04H4R021 Yee Yes Yes N/A February 12, 2021 PRO`DUk4w;4'T APPROVAL 5P'EC F `I tT[ SHEET(2021) As required b Florida Statute 553.842 and Florida Administrative Code 9E-7 lease rWde the in rmation and approval numbers on the building components listed below if eq y 1 p P� they will be utilized on the construction project for which you are applying for a CategoWSubcategory Manufacturer Product Descript[on Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IThermaTru 112/31/2021 A. SWINGING Fiber -Classic and Smooth -Star (NON -IMPACT) � FL2 1.1 + 7. --�7.0 sf p ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL2 + 7. '- 7,.,0 psi' 121 11 0 1 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL2 70 +80. - 0.0 psi 12/ 1/20 1 B. SLIDING hill Windows and Doors Series 420 FL15332.1 - FL153 2.5 +40. -40.0 psf 12/ 1i 0 4 PGT Series 5570 FL251.9 4/1412021 C. SECTIONAL Wayne -Dalton Series 80001810018200 #1105 (8 7) F1-8248.3 + 1..0/- 5..0 12/ 1/202 Wayne -Dalton Series 80001810018200 #1123 (16: 7) FL8248v10 + 0.01- .5 12/ 1/202 D. METAL LOUVERED DRS Curries Division of AADG1 Inc 607,707,7277471anid 847 Single Fairs of Doors FL 11537,1 NIA see i nst s ht � � 12/31/2025 2e WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL174 9.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239,.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349A +60.0/-60.0 psf 41312023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353..2 N/A 12131/2024 PGT Series 5500 FL261 r 1 N/A 5/26/2026 E. OTHER 3. PANEL WALL .lames Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding ! FL13192.1 FL13192.2 A. SIDING N/A 12/3112023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75,0/-75..0 psf 12131/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B, UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10118/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918,4 N/A 9/912026 Florida Metal Products, Inc Vent RV 10 FL21580,3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17'20,2,1 +97.5/-97..5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849�27 - FL7849.28 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 1 OONSt DMC 15OS S T DMC 175S T DMC 200Sr 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 N/A 12/31/2021 All American Shutters & Glans Galvanized Steel Storm Panels FL17869.1 N/A 12/3112021 6. STRUCTURAL COMPONENTS A, WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Sim pson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12131/2024 MiTek Industries, Inc. Truss Planes FL2197,1 - FL2197.5 NIA 6/30/2021 C.ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSLr LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158,.1 N/A 5121/2022 Commercial Concrete Products, Inc,. High Strength Concrete Lintels FL1774 N/A 5/2512024 c.d. TYpE Version Manufacturer Radclon 2020 Th T Corporation Cat gory Ext.-Doors Suhc t g ryC Svmging Exterior Door Assemblies Canplranav Mathgd Evaluation Report Froma Florida Regist,redArchlteel or Licensed Flonda Professional Engineer r.0211l Prw. Sao 8 Produtt NjodaL Number Or Name 1 a. Taerma-TYu Fiber Gasere and Sena th-Star 2 b.. Therma Tru Fiber-Glssc.ad Smooth -Star 3 c. Theima-Trd Fiber Classic and Smoodr-Star 4 d. Thera-Tru Rib r-Classic and srn.at,ster 5 e. Thenra-TruFiber-Classic and Smooth -Star 6 1. Therms-Tru Fber-Classic and Smooth -Star 7 g.Thermo-Tru FiberClasaic and Smooth -Star s h. Therma-Ton Fiher-Classic and Smooth -Star e I. Th.-l-nu riber0-ad nd Smooth -Star 10 J,Thermo-Tru Fiber Classic. and Smooth -star 11 k-Therms-Tru Fiber-Gassic and Smooth -Star 12 1. Thera-Tru Fber-Classlc and Snooth-Star 13 rn. Thetma-Tar Fiber-Classk and Smooth -Ste, 14 n.Thermo-Tru Fiber Classie and Smooth -Star 15 a.There-Tru Fitter -Classic and Smooth -Star 16 p. Thar Tru Fib r•Ciassic and Smapth•Star 17 q. Thera-Tru Fild-Ciassic and Smooth -Star 18 r. Therm-TruFiber-Cil lc and Smooth -Star 19 s. Therma-Tru Fiber-Classk and Smown-Stec 20 t, Thermo-Tru Fiber -Classic and an omh-Star 21 u.Therms-Tru Fiber Classie and Smooth -Star 22 v,Thamoa,-Tru Fiber-Classie and SmootH-Slar 23 fie. Therma.Tw Fiber-Classie and Smmth-star 24 x. Therma-Tru Fiber -Classic and SmoothSlar 25 y. Therma-Tru Fber-Classioand Smooth -Star Ze z. Therms-Tru Fiber -Classic and SmoothSter 27 za.Thera-TruFiber-Classic and Smooth -Star 28 sETherma-Yru Fiber -Classic and Smooth -Star Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Ent or contact Emanear& License Validatad IN stave Jasperson Lyndon F Schmidt, P.E Ryan J. King, P.E- (M) 843-7628 PE 43409 t613) 767-6555 Oasperson@thermatrue. on Page 1 tit 9 117M21 Data Date Date Pending Date yeli. tlatetl 5.1andittod FBC Approval A -used status 07232020 07/1212020 0729n020 10/132020 Apa-d Ouallty Assurance An braved for Use Approved for Use impact Desim Product Descrlptlon Cauraot Explratlar Date In H Outside HVHZ Reslstan Pressure Nominal6&439;8&quo,Impad&quot: Opaque 12f3112021 Yes Yes Yes NIA CCmi lte:Edge Fiberglass: angle Door Inswn !Outs Xcmfi uYappn s rgr e ) Ncm nal 64439,8&goatlmpad&quilt. Opagl 12i3l/2021 Yes Yea Yes NIA an .d a Ed e Fiberglass 'Sin le Door with C p t gg 5 Srdelit,1111nsIngiOuts.ving: XO OX or OXO glfeumllahe Nomarel 69439:8 &quot Imps t&quot Opaque lnl3 2021 Yes Yes Yes WA Canpodte Edge Fiberglass Double Doo-with ar 'Im.0Sdalit d ssingfOutsxing: XX or OXXD ccnfiguretlena N n.18&;,N 08qud Imps t&quot, Opaqua 123112021 Yes Yes Yes NIA C_ posite Edge Fiberglass sigle Door (4lswinglOulswiiq X ccnfigurat'gn) Na 1-18&#39;0&quw;Impact&quot.Opeque, 12(312021 Yes Yen Yes WA Canposna Edge Fiberglass Siogle D.a wkh SideliWs)Ilr ingroutswme: XO, OX or OXD rgur.U. Nominal 88439 0 &quotlmpact&quot Opaque 12131,2021 Yes Yes Yes 141A. Composita Edge FIbwg ss Double Dow With or xAthout Sidelk (lnsving1Outsmng::%X or OXXO CMflgunnionli Martinet 69439 8 &quo Impa &,quot'. Glazed IM112021 Yes Yes Yes NIA Composite Edge Fiberglass Single Door Ins.n9 9 !Outsm Xcc �A§uratroor Nclninel6&%39:8 &qua lmpAU&quota Glazed 12012021 Yes Yes Y. WA Composite Edge Fiberglass Single Door •With a dalraet ) llhs rnpiCutswiinn. XO OX or OXO carrguraho 0 Nominal.8%#39:8&qu'bilmpect&qupt:.Glued 12rZI12021 Yes 'Yes Yes NIA. C pc Ito Erg Fiberglass Double Door vrith a 'eldhout Sldelites llnssmg/Oblsnng XX or OXXO configuraflon5i N-ina18&#39,0&qua'.I.pec1&q.a, Clued 12131n021 Yes Yes Yes NIA Composite Edge Flherglass8 ngle-Door (inswinglauts.ing XconBgum{Ion) Nominal 86#39;0&quot;lmpadt&quota Glazed i23112021 Yes Yes Yes WA Composite Edge Flbergiasssingle Door with sdeli l(In eingtQutasing: XO. OX or OXO aanfiguratiphal NaNnal 88439;0.&quc9Jmpact&gl Glazed 12r31n021 Yes Yes Yes NIA Camps it, Edg Fiberglass Doublew . Do111th or Ith 1SIbe'tes(Inspinglout-mg XX or OXXO carfigumtions) Nominal 68.#39 8 &g d:lmpa t&q ot.Opaque 12f31nO21 Yes Yes Yes NIA Cvrrposite Edge Flbargrass Single Door with &qu c1;Non-Impaa&quot Spatters) (Inaeingloutawing; XC. OX or OXO configurations) Mel 6&#39,8&q.dhIrhp.dAquot Opaque 123112021 Yes Yea Yes WA Composite Edge Fiberglass Double Oow,Mth &quot Ndn-Impact&quot Sidelk" fir as ftIOutsw it g; OXXO cordMumOon) Nominal 8&#360&quat:lmpagl&quoh Opagga 12r31t2d21 Yes Yes Yes WA Canposlte. Edge Fiberglass angle Door with 8quot:Nerv'Irhpact&quot SiCelleelsl (Inswingfouts'kiug2-XO. OX2c OXO configurations) Nominal a&#39O&glta;Impecl&quo!; Opaque ImIn021 Yes Yes Yes NIA. Composite Edge FiberglassD bl Dow with &quot,Non. mpa t&quot, sdelltes. (newingiOutswing: OXXO conflgu hon Nominal 6&#398&qud Non-lmpzd&qud; Opaque 12/31n021 Yes Yes No NIA Composite Edge Fiberglass Single Door (Insomyoulswlpg;X ccnfigdrauon) Nrmmal 6&#398&gpd;Non-Impact&qud, Opaque 12d3ln024 Yes Yes No WA Composite Edge Fiberglass Single Ooor w lh Sldelite(s) (mswalmg/Odlswmg: XO. OXor OXO amfiguralionsl h!(minal 6&#39,8 &quogNan-Impact&qua: Opaque 12131n021 Yes Yes No WA Composite Edge Fiberglass Double Dow with or withaul:SidelRe (In%,InWc)uts ing:XXor OXXO configurations) Nrnlinal 8&7k39;0&Wol:Non•Impoct&qutOpeque 12i3112021 Yes Yes No NIA Composite. Edge Fidergte-Single Door (Inswing70uts rg X cnflggretionY Ncminal8&#390&quol:Non-Impact&qud; Opaque 12/31n021 Yes Yes _ No MIA C anposite Edge Fiberglass Single Ooorwith Scalia a)(In IngtOutswing; XO: OX or OXO acpflguralidn Na61nA188#390&quw;Non•tmpaet&qud;Opaque. 12+7.12021 Yes Yee No NlA. Compost# Edge F c,rglassDouble Dow with or n tllqul:9id allies tins+. nRiCaA y. non XX or OXXO configurations; Nominal 6&#3g88qud1Nan-Imp ct&qud': Glazed IM12021 Yes Yes No NIA Canpoute Edge Fiberglass angle. Door tlnswing70uts tri X r-figdratlen) Nominal 8&#398&gpdcn ;N-lmRaat&qugt; Glazed 12131?2021 Yes Yes No NIA dg Fib.gr_ sSm V.12orwllh Composite Edge Sidelael s) :na,Ing,C ,1sri rg: XC. OX er OXO configurations) Nomina1as" 39;8&qud:Non-Impact&qua;Glazed 121312021 Yes Yes No WA Composite Edge Fiberglass Double Dow%,Hh or 'm out Stlelbes tlnewinglCul-Ing: XX or OXXO coutigurations3 Nwninal 88#3B 0D"w;Non-Impact&quo:Glazed M12021 Yes Yes No NIA Composite Edge Rhargiase Single .Door (Inswing/Orlsving XcallIguratian) Nominal a643g0&god,Nw-Impact&qud: Glued 121312021 Yes Yes No NIA Composite Edge Fiberglass Single Dow With Sol fl-ing/Outswing; XO, OXm OXO configurations, Nonine189#390 liquot Nan-Impact&quota Glued IM112021 Yes Yea No NIA Gcrnlpo,ita Edge Fiberglass Dubl D w dth or with butSlpell[es O-glOtitaw.g XX.w OXXO crnf urad-eJ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 2 115f2D21 . C ... .. Enfilor.. .- .... _ 090 br�to Pate Peutllna. et yen m'ir Manufacture, C.rd dt :Engineer& License Validated 0, validated SubmittedFBC.Mproyal Approved status ReUslen 2020 Therma-Tru Coporatidn Stevc J-person Lyndon F. Schnldf P.E. Ryan J, King, P.E. 10/1312020 07112(2020 D713O2020 101132O20 Approved Category: Eaten 0aors (BOO)843-7628. 'PE-43409 1813) 767-6555. S boatagoryi swingireExte Door Assemblies slasperson@thermatr0,co Canplianas Method: Evaluation Report hon. m Florida I d RegiaterdfvhNce eatw aLnsed Florida an Profess al Engineer - - F L#204af.R5 Prtiduds QuAit,A-,ranee Aoorovetl for Us, Anar-c!for Use Impact Sap# Product Model. Number or Nerve Product Dasaripaan Contract E phz,tion Pate In FIVHZ outsMa HVRZ Rasist,M P1,§ur 1 a. ,henna-TruFiber-Classic and Smooth -Star Nominal 68439:8&quo: Non-lmpact&quot: Opaque 12,312021 No Yes No NIA Campoeite Edge Fiberglass Sin91e Door (In-InglOutd,,t,TX can iN adon) Florida Department of Business & Professional Regulation P.gei as Building Codes and Standards 1F2D21 Product Approval Application Detail Code ni�ity_or Date to Data Ponding Ty Var_sron M-f-tuner Contact Engineer& License Validated By Validated submitted FBC Approval Approved status - Revision 2020 MI Wind-, and D Brent Sthn9w Lins Roben,tonas Steven M. Urtch, PE 1OMW02D 101062020 1011OJ2020 127152020 Approved cet.gaiy, Exle D rs (717) 385-3300 :PE-62594 (717)317.8454 ribC t gory:: Sliding Exterior Dow Assemblies bstlingeromlwdAan, Compllan,e Method Evaluation Reporth'oin a Floda Regis! dArchitect or Lcensed Florida Prone sl ..I En ear g , �.xs12i•ne. rpp glib ra Quart, A a Aporovedfor Use Anorovad for Use impact .BP1 S.o k :Product Model.. Number or Name Product pas dahan Contract Evorretwel Data In HVHZ Outside HVHZ Resistant Prossun. 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD QXO 1M 2024 No Yes No NJA 145314&quot x80&quot; NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420ALUMINUMSGD OX, XO, XX 12131n024 No Yes No NIA 96&qud;xaO&quot NON-.REI NFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES:42CALUMINUM SGD REINFORCED DXO 12r31nUL4 No Yes No NIA 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REMFORCEDOX. 12/312024 No Yes No N/A XO. XX96&quot:x968quot: 5 SERIES420 AL UMINUMSGDREINFORGEO 9ERIES420ALUMINVMSGDREIf•IFORCEDXV, 1213112M4 No Yes No N/A 143&qua;,,95&gl Florida Department of Business & Professlonal Regulation Building Codes. and Standards Product Approval Application Detail Page 1 al R92021 Cana EntM- Data Date cat P ndrno agte TTVipg Venlan MAnUfdeturer Canact Enolneer B Lleense validated By Val! !dated submitted FBC Aanroval Approved Status Revision 2020 Wayne -Dalton,. division&Oywhead Door Dwayne K-ish John E, scares Jeffrey P. Arneson. P.E. IW120020 Dg292D20 10232020 12/15/2020 Appr-d Corporation (33D)763-8121 PE-51737 (904)821-5200 CM gory Etarior Doors dkomishQwayne-daltwn.c S hCat g hn Sectional Extarwr Door Assembles om oompi' Mall Evaluation Report from a Flonda ReglateredArchded or a Licensed Flonda Professlooel Engineer T W82413-110 Produots - - Qualty Assurarrc Aoc-id for Use Approved for Use Impact Desibn sea # Protluct Motlel. Number oY Name Product Descrlo0on Contract Expiration Date In HVHZ Outside HVHZ Resistant Preesure 3 B000/81007820(i �F11i)5 9&439: Max widlh. 14&#3y; M-height. GI.zing 12131=3 No Yes Yes +3100735:00 "allableln top or intemiediatesedion. 10 800018100,T200 #1125 16a#39; Maxwidth148#a9: Maxhelghl Glazing 121312023 No Yes Yes +30.Di7f-55,50. available In lop or intepmedlate,5eplon, U C6 > ­ -ram U _ Q O L_ .CM U N 0- O O 0 O O W U- E O /� 2 C� CU .= � V V J Q Z Z W J E z n CIO CL CL L U t0 ri W U m 1 O S` LU C �n, Q W Z J Z Q J SHEET NO. PA 1.0. Florida Deportment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I di &2021 Cods noilty or Data Date Date Pending Data Tvoe Versial Manufacturer Contact Enpinaer& License Validated. For Validated Submitted FBC Ampoval Approved Status Revision 2020 Curries Divislo of AAOG. Inc. Tom Relay UL LLC Troy BishoD.P.E. 12MO2020 12/02020 1212 Approved category: Fx[enor Doors (641) 494-2813 1954)547-0880 Subcategory: Exterior Door Components tan.raBrpirg. illoy.co Compliance Method: Certifleation Mark or Listing rn FL#11533-R8 Products - drWlbrAssurance Approved for Use Approved for Use Impact Design Boo # Proc"t Modal Number or Name Product Coachman- Contract eairatien Date in HVHZ Outside HYIu Resistant Pressure 1 607. 707. 727. 747, 757, 777, and 647 Single and Parrs or Flush, Glazed, and Louvered single and pairs a 12G12025 Yes Yes Yes N/A Doors hollow metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 ez 1512021 Code Entlr Data Data Date Pending Pare Tv par Version Manufaciuror Cdi Enghbi Licanso Validated ai V.1firlstral Submitted FBC Approval A,-.d Status Revsion 2020 MI Windows and Doors ereni Sitknger American Architectural Steven M. UriCh, PE 112212020 11222020 91282020 Approved Category: Windows (717) 385-3300 Manufacturers Assocat on f,717) 317-8454 Subcategory: Fixed bslNinger�m �vd.com Compliance Method: Codification Mark a Listing fL*sadg-R1ifkodptls .' - Se A Product Model Number Dr Name JJ- liar ( IN Aastranaa opmsatl far Usa A Product Descnpiion Contract EXPlratlan Dale Z 11Lt1YJ7_ r e.fnrU ADN ov d Oulsltle HVHZ Resistant Resistant Il e s re Pressure 1 les PW 73 x 72Insulated Glass 0410M023 No Yes No Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 115/2021 ;e 5 Code Entiry ar. Den. Dole Di Pending Me. T e V rsio Manufacturer yo. e i n Comact Valitleletl ev Validated 4.1pirmtta FBCAoomt2f Apwavod status vscn 2020 James.HartleProducts. Inc. Re'Building' Chad. Dlercke V. Andrew Ten .John Southard, P.E. 011052021 12/142020 01A62021 ding FBC Appn Category: Panel Walls. (909)'545-6359 PE-81662 f,352)367.2575 Subcategory Siding chad.diemks@ .-hardl Compliance Method: Evaluator Report from a e.com Florida Registered Architect or a Licensed Florida Professional Engineer FL#T3792-Ra PmtluC[s. - - - OualiNAssurance Approved for Use Aoprovad for Use impact Design Sea M Product Model. Number or Name Product De erli on Contract Exoli atlon Data tin HVHZ outside HVHZ Resistant Pressure 1 Cempleth Lap 6lding dber-cement lap siding 1MM023 Yes Yes NIA NIA 2 HardlePlanh Lap Siding dher-cement lap sid'hg imino23 Yes Yes NIA Ni Florida Department of Business & Professional Regulation Page i or Building Codes and Standards 102021 Product Approval Application Detail Code Entlr Data Date Pending Data TV -a Version .Manufacturer Corntact Enuineer& License Validated By Validated 5u1mtldad FBC Aoomval Aooraved Snafus Revision 202C L.V. Thornpsen, Inc, dba Thompson Archit.duml Tony Christman Zachary R. Priest Steven M. Union, PE 0911V2C20 0R1162020 0912MO20 12115 $ 020 Appr wed Metals Company rTAMCOf (813)248-3456 PE-74021 (717}317-8454 Category: pooling taly@.gometAlroo5ng.cam SubCategory: Roofing Accessories that ate an Integral Pert afine Rwfing System Compliance Method: Evaluation Report from a Florida Reststared Archltectora Licensed Florida Professional Eng ineer FL#t691, S.R�Pr'oduds Quality Assurance Approved for Usa Approved for Usa Impael Dool 5 # 3tLH Product Model Number or Name Product Description Contract Expiration Date In VHZ O uFsitle HVHZ Resist d P s 'e sun: 1 TAMCC Fla[ Top Oaf Ridge Vent 1411, Baffle for The 26ga. static roof-tilator with battle 09fOlsl Yes Yes NIA N/A 2 TAMCC Gooseneck Vent 26 ga. 091092026 No Yes NIA +01-525 3 TAMCO Ott Ridge Roof Vent warn Baffle 26 ga- static roofventilator pith Integrated baffle Os10e72026 Year Yes NIA N/A 4 TAMCO Round Top Off-RWga Vent with Baffle for Tile W ga static roofventilator r.Ath battle 091081 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Page I eI Building Codes and Standards 11,72D21 Product Approval Application Detail r Code tEn Itv or Date Data Data Fantli- Date Noe Version Manufacturer Contact Enalnee8 License validated By Validated Submitted FBC Approval Aproved Status Revision Z020 GImal Protection Products, LLC. Tim Robinson Walter A. Tillft Jr., P.E. Jorn W. Knezavich. PE D9f082020 GM82020 IMIM20 12/15/2020 Approved Category. Shutters (954)388.-/545 PE-44167 (954)772-6224 SubCategorr. Storm Panels ikmraphiSan@gppeni.com Compliance Method: Eveluatlm Report from a Florida Registered Archltect or a Licensed Florida Professional Engneer FuNSU7B-RSProducts Ci Itty A Aooraved for Use Aoed for Use Impact D,,in Sep# Product Model. Number.or Name Product Desorption Conrad Exdualion Dale In HVHZ Outside HYHZ Resisianl Pms�rfs r 1 20 Gags Galvanized steel Storm PeneisJHVHZ Corrugated G.Nami Steel Storm Panels retained 12J31202l Yes Yes Yes NJA or not by tracks to provide hu ni prdedlm. 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated. GaWanced Steel Stem- Panels retained 1213l202i No Yes Yes N/A or not by tracks to provide hunlcene protection. Florida Department of Business & Professional Regulation l Paget at Building Codes and Standards I912021 Product Approval Application Detail Code EI1lIN or Data owe Dery Pendino pate. Tvoe vers1 Manufacturer Contact Fred"... &L"mnse Validated By Validated Submitted FBC Aoomval Aooraved status Revision 2020 Mil Inc. Erin Walden ICC Evelu aton Service, LLC ICC Evaluation service, 10/022020 09/30,2020 12n 12020 Approved Category: Structural Components (952)89&8635 LLC. Subcategory: Truss Plates evalden(ilmii.com (205) 599-9830 Compilende Method: EValuailo Report from a Product(valustion Entity F LSZt 9T-R?'Ro40ets Quality Assurance .Approved for Use Approved for Use Impact Desdin Sent Preduct Model Number or Name product D.serlation Contract F --moan Data in Ouil HVHZ Resistant pram-rea 1 M15SH5 18 ga.. super high strength truss connector plate 013M2021 Yes Yes NIA PIJA 2 MH 16 16 ga. truss coneclorplale 06/302021 Yes Yes NIA WA 3 MT18HS 18 ga. high strength trussconnedor plate )6130202f Yes Yes NIA NJA 4 MT20 20 ga. truss connector plate 061302021 Yes Yes NIA N/A 5 VIT20HB 20 ga. high strength truss connector plate 0613O2021 Yes Yes NIA PIJA a Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 1et2021 Product Approval Application Detail Code all 0r CIS late Data Pearl Data Tvoe Version Manufacturer- Contact Etoll-&License Validated By ValiJ doled Submitted FBC Approval Aowoved Status Revision 2020 MI Windows it Doors Brent Siflinger American Archlooluml Steven M. Upch, PE 111172020 111172020 1112TIM20 Apprizi Coagi Windows f 17)3053300 Manufacturers Assapatlon (717)317-8454 SubCategory: single Hung bztfnger:[3tmiwd-Poor Compliance Method: Certification Mark or Listing Quality Asamanm Aooraved for Use Aooraved for Use Im aced Dmi Sep# Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 2 1B5 SH 52x72 Finirionge Frame IG)SG Single Hung 101012023- No Yes I'd +601-60 Laminaied Glass Florida Department of Business & Professional Regulation Pagel ofI Building Codes and Standards 115J2021 Product Approval Application Detail Code Earth, or Gate [,9e Data Pending PA._ Tvoe Version Manufacturer Contact Engineer & License Validated By Validated Submitted FBC: Approval Approved Status Aflimlation 2020 PGTlndushies Jens Rosoxski M1aml-Dade BCCG-CER Miami-Oaoe BCCD-VAL 11A15 00 11 5 {2 2_ 1 A 2020 12020 r d 1171 1 - App are Category: Wndorvs (941) 486.01 E0 (786) 315-2590. Subcategory: Fired Iroarrakl@pgtindusmes.c Compliance Meahotl- Certification Mark or Listing om .F L*243.R24 Products Duality Assurance Approved for Use Approved for Use Impact 0esian So. A Product Model. Number or Nam. Roull 10 acrirdon Contract Expiration Date in HVHZ Outside HVHZ Resistant .Pressure 5 PW 5520 ji-arge Missile Impact) Vnyl Fixed Vrtri 003012025 Yes Yes Yes NIA Code ZxM Version glanu(ctunu Revision 2020 Atell Category: Panel Walls SubCategoy: Soffits Compliance Method: Evaluation Report from a Florida Registered Architect pr a Licensed Florida Professional Engineer F1.1115272-613RotlUds - Seo# Product Model. Number or Name 1 a &quot27&quota Soffit 2 b. &quoLNllence 74&qua', Soffit Florida Department of Business & Professional Regulation page i df1 Building Codes and Standards 1162A21 Product Approval Application Detail Entity or Date Date Date Pending ..Date Comact Enolneer& License Validated IN Validated Submitted FBC Approval Approvd Status Nick Thompson Lyndon F, Schmidt, P.E. Ryan J. King, P.E. 10262020 102E2020 11/022020 1711:52020 Apprwad f 330)922.2589 PE-43405 813)T67.6555 n In pm pa rn �a1ai da, pan Qrlallty Assurance Apg-glfor Use Approved for Boa [.pact Design Product Description Contract EWIratleil Date t HVHZ outside HVHZ Resistant Pressure Vent or Solid Vinyl Soffit 12I372021 No Yea No N/A Vent or Solid Vinyl Saki 127372021 No Yes No NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft 1AY2021 Cade Entity or ,DDa_e 291 papa Peppin Date TYDo VaTssldn_ Manufacturer Contact Enalneer&License Validated By Validated Submitted FBCApproval Approved status ReNsian 20200 FI d Metal Products Inc Clerk Janes Janes L. Bucker REP_St Steven M. Unch. PE DBR7f2020 D252020 10042020 12/1. 12020 roved 6 Approved CmillV: Roofing (904)783-8400 CBUCKEnglneering (717)3176454 Subcategory: Roofing Accessories that are an clarkQdamco:coim PE 31242 Integral Padofthe Rooting System Caniphimee:Matill Evaluation Report from a Flonda Registered Architiadi Licensed Ronde Professional p Engeer F:U12158B-R2. Quality Assurance. Approved for Use Aoprovad for Use Deeilan Seain A Product Model. Number or Nana Product Dosc of Contract EnconAlnn Data HVHZ Outside HVHZ Re t L PdP3d3S. 3 3-FL' MCC& uo[' V 0 Ridge uot' A q ,R 1 R g &q Ridge V n[s AI um 9 o c edr Ili fabricated for h ro 21202§ 1 !3 No Yes er No NIA from 0.025' Aluminum Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards Ir12021 Product Approval Application Detail e - Code Enft 9r Date Date Data Pondlno Us TV -a Y ratan Manufactur.r Contact n Emm�ae r&Lcens. Validated By daroe Valid" submidetl FBC Aooneval Anomvetl Status �- Revision 2020 Al Amoncan Shutters end Glass Mike Barmen Frank L Bennardo. RE Troy Biarcp. P.E. 1012MO20 l0fl5f21)i 11/052020 1ZM52020 Approved Camgory:81hutters (561)712-9882 PE-0046549 (954)947-08SO SubCal.fI storm Pan cis mik.b& l.-icanshune Compliance Method: Evauatan Report from a ra-m Florida Registered Architect ova Licensed Fiction Professional Engineer F L#17804i Producer QueliA m Aooved forrd Use Admwfor Boa impact -Desl _2 Seo# Rodd Model. Number or Name Product Oescnplro Cornered Fxo rahpn Date In VJ�7, outside HVHZ ResistantPressure 1 24ga Galvanized Steel Sturm Panels 24ga Galvanized Steel Storm Panels 12131Y2021 Yes Yes Yes NfA ode Tvon VeV_lon Manufacturer Revision M20 Weyerhaeuser Category: Strrrctuml Components Subcategory: Engineered Lumber Co nenceMethod: Evaluation Report from a rW P Product Evaluation Entry FLM6 27-1171 Products Sea A Product ModeL Number or No- 1 Mlcrollem LVL 2 Pamland PSL 3 Tmbershand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail t En Itv or Car_fact Engineer &Llcense Valtda[ed&r Rob Baldwin ICC Evaluation Service, LLC Ian Lehrer. P. (253)924.647S (608)szs-3288 Robert Beld uneweyeirha Pei at W/2D21 Data Dire Date Poll ding Date .'ate Submitted Fad Aoomval Arrind E status 1 Oil3/2020 Applied For Quality Assurance Aooraved for Use Aooraved for Use impact Geetan. Product Descrlpton Contract Expiration Date In HVHZ outside HVHL Resistant Pressure Lenonaterd Veneer Lumber 03/312024 No Yes NIA NIA Pari Strand Lumber 03/312024 No you HIA NIA Laminated Spend Lumber awn2021 No Yes N!A NIA Structure] Composite Lumber or Oriented Stood 03/312021 No Yes N!A NIA board Rim Board Oriented Strand l5card Rim Board 03Jn2021 No Yes NIA NIA Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards lei Product Approval Application Detail Coda nlE Itr or Data 212111 Data Pendino pale Tvoe- a on Manufacturer Contact Engineer 8 License Validated Sy Validated submitted ed PSC Approval Approviecl- Status Affirmation 2020 PGT Industries Jens Rososskl Mlemi-Oade ECCO - CER Miami -Dade BCCD - VAL 11a15/2020 11105R02C 1111112020 Approved Category Windows (941) 466-0100 (786) 315-2590. SutlGategpty.-Single Hung jresoxskl@pgdnWahfi.aa Comphanca Memotl: Certification Mark Or Ltsfing om FLM2is-mi Pmdudts' Duality Assonance Aooraved for Be, Approved for Ilse Inroad Deacon Sea# Product Model. Number or Name Product Deserini Contract Expiraton Dare In HVHZ Outside HVHZ Res ant Pressure 2 SH5500 [Large Missue impact) Vinyl Single Hung Wind- 07/302025. Yes Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel ai 1517021 - Florida Deportment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft sr2ozl Code .. -. grunion - Date .. ,Dam,.. Date Pendno. pate ,]V- Version Manufacturer Contact Enpmear& Licansa Validated ee Validated S Submitted FBC Aoomval llaorovad Status Revision 2020 MI Windows and Doors Brent Surge, American Architecture Steven M Urich, PE IM612020 10/06/2020 IW1912i120 Approved Category: Windows IT17)365-3300 Manufacturers Association !?17)317-8454 - Su iCategory: Horizontal Slider bsltiingergarinb.com Compliance Method: Cerhficailon Mark of Listing FL#T5351•aePCpdmpea _ - QuatltyAssurance Approved for Use Approved for Use Impact - Deakin Bea# Productriud1N hrm-Name Produtoe tan Contract E-Irrainn:Date in HVHZ Oulsida HV14Z Resistant 1 HS 18& Fan and Flange Frame 73x621 nsulated Glass OVIS2024 No Yes No +551-55 Florida Department of Business & Professional Regulation Page 1 dt Building Codes and Standards IM12021 Product Approval Application Detail Code litin bi ar D Data note Pending Date Cod. Data ,G�g Data Pan7m- Gee Tyne Version Manufacturer Corrtaa Engineer&License Validated BY Validated Submitted FBC Approval AA-dm-d Status 7�ie Vomlon Manufacturer Contact Frialneer&U-se Validated By Validated Submitted FBC Approval Approved Status Revision 2020 MI Wind-. and Doors srentaitlinger Luis R Lamas, PE Steven M. uric-, PE 1QAISI2020 i0l082020. 10/192020 12J152020 Approved Aflimlal ton 2020 PGTlndu }vies i-Dade ECC - CE Jens RpsowsN MiernO R Mra '-O de BCCD- VAL nit a 0 0 11aY15l202. 11 N5I202, 1/11 020 1 2... roved Approved Categaryi Windows (717) 365-3300 PE-62514 (71 r) 317-8454 Category Wind.,,,, (941)486-010D (fe6) 315-2590 sulCat.0i Mullions subcategory: -Mullins Irce-edQpgfibduetries.c Compliance Method: Evaluatlon Report from a Compliance Method: Certification Mark or Listing off Florida Registered Archltect cr a Licensed Florida professional Engineer ' Ft.828i-RiaPrp'duifs, , 535,j RSRrpauofs. Aooraved fnr Use Approved 1.1 Ua. Impact Design FIitY Sonia Product Model, Number or Name Redupi Desorlo[Im1 COMradt:Exulraflon Date In Outside HVHZ Resistant Prossur call Assurance Phalli for use A--,d for Use impact Deal 1 Mull is All Doors an it IN ind-a Aluminum MuNopea D51262026. Yes Yes Yes NA Seo a frotluot Model. Nu rl aror Name Product n-iiii In HVN2 Dureid, HVN2 throated Pressure - 2 5764 Vertical: Aluminum Mullion 121312a2A fl. Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 102021 Code - __ .. Entity or D$te .. Date ....Data Pending Date Type Version Manufaclurar Contact Engineer & U.... Valtdated-BY Validated Submitted FBC Approval Approved alatus RCNsion 202C1 GAF F 51 h de Mid Shelf Robert Nominal John W Khezevich. PE :092612020 09212020 1o10020 2f2 '1211512020 roved Approved Categorry: Ro05ng (600)7eG-3411 PE-59766 EB64)772-5224 Subcategory: Asphalt Shingles mstieh@gafcom Compllance Method: EW-kio Repod from a. Florida Registered Archltect or a Licensed Florida Professlonal Engineer FLSfatld-ri28-Pradi➢cts - - QualNy.A-spec Approved for Use Approved for Use Imoaci Deslan Sect# Product Model, Number or Name product Desenpdoit Contract Exphatlon Date In HVHZ Outside HVHZ Resistant Pressure 1 GAF Asphalt Roof Shingles Filaergess rainfaced 3-teb, larinated, 5-tah and I211[ri No Yes NfA NJA hipRidge asphalt shingles Florida Department of Business & Professional Regulation Pag.I pf1 Building Codes and Standards trfzort Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pager oft Irsn021 Code - EnIll or M � Date ,Data Dale Pending Data - - T a9 Version Manufacturer:. Correct Enplrrear& License Validated By Validated submme l FBC. Approval A.. parpvetl Status ReNsioh 2020 TAMKQ'Buiding Products LLC Kam Eden Robed Nleminen John W.Knezevroh, PE 1010412020 09tri 10J122020 12/15/2020 Approved Category: Rooting (417)624-BE44 PE•59166 S54)772.6224 Subcategory: Undedayment5 kern_eden@tamko.cwn Compliance Method: Evaluation Report from a Flodda Registered Architect ore Licensed Florida Professional Engineer FLilf2329LR9 Pfpdpds - - Cu.likeAreurance Approved for use Approved for Boa Impact Des n 3-09 Product Model. Number or Name Product Description Contract Expiration Date )n HVHZ outside MVMZ lieshritiont Ppriz ire. 1 TAMKO Roof Uaderiayments(HVHZ) Rld-ledayments for use H FBC HVHZ 10110021 Yes No NIA N/A juriadtrtions, 2 TAMKO Roof Underhyments(NON-HVHZ) Roofundertayments for use in FBC non-HVHZ 10/l EnO21 No Yes NIA WA jurladctlpms. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel pf3 tn2021 Code Entillyo Dale we Date Pendirm Data Coda Entil or ,fig Dag DTta Pendno Gate dJlca, Version Manufacture cici. Endid-&Limns. Validated ov Vandal SutxNtted FBC A,bmval Ann,- d Status 7- Version Manufacturer C no tact Engineer& License Validated av Validated Submitted FBC Approval Approved Status Revision 2020 Lan n Katrina Jell ay Ja es L cockpit P.E. m Steven M. Ulrich. PE iR32026 123120 v 1 1 20 1125/2020 dirt FBC A r P 9 P ReM4Ion 2020 Eomf Roam 9 Recur Unit.- Evaluation Anderson R m APMO U i nn U n Ga W. Walk u ry ZO 1 11Xr320 i/02/2020 11N62020 App raved Cat gory' Rofing (501)9836163 PE-31242 (71 -1317-8454 CatgReciting. (BO1) 380 609f Srvlces LLC. (205) 854-0160 SubCaleatry' Raping Acdeasales that are an kielleyQfomanco.ccm Sunc.tegary-Reotingmice RcbinAnderson@bcral.co Imegral Part ofth. Pectin g System Compllance Method: Everu0im He port from a in Compliance Memotl. Evelu a lion Report from Product E-u.tJon Frilly Florida Registered Architect or a Llcen sed Florida .. - Professional Engineer F7@gB Rf2 Rpdricii . -. - FL#1J2a2a2&.Fkbdiimti -. '"... *. •, ., .: ": Sao Product Model. .Numheror.Name RotluclDescrlotlon CMalily Assurance Contract Exdrrat on Oate Approved For Use in RVHZ A pprovad for Use outside HVHZ Ion Resistard. Deal n Pressure Quailiv Asemani Approved for Use Approved. for Use Impact � Deal n g_ 1 6 Saxphy-Sri e Slate pun Slates lit Old English Y dk . , Country p g Flat Profile - Denver. CO 121312020 No Yes NIA NJA S eo # Product Mddat Numh Name Product Desariot n C ontrecf recii'allo, Data 1 n HVHZ outside HVHZ Resistant Prassure 'thatch act p Imp 1 Deck-Aa"DA--0or7Rl-Built Deck -Air DA-0 ..ol LoV PofeP Polypropylene YP PY Pis Roof 4 paste, of Vent 12l70f2025 No Yes No +g7,5h57.5 it Saxony Op Slate. Stake: &a Itt 5 eke 6 m; nr y D Sp Flat P Profile Stockton. CA 213 2020 1 1 1 t o yes l/ NIA NIA Mechanically Attached to Plydoad Deck. 18 Saxony 000-Sia[e. Shake &amD;Split Shake Flat Profile Rialto, CA 121312020 No Yes NIA NA 19 Saxony 700 Slake, Slate&amp; Split Shake Flat Profile Stockton, CA iV312020 No Yes NIA NJA 20 Saxony7d0-Sheka, Slate &amv: Spill Shake Fiat Prole -Rialto. CA 12J312020 No Yas NIA NIA 27 Toles-Espana/Barcelona Mgh Profile - Katy, TX 1ZI312020 No Yas NIA PIJA 28 villa Lax Profile - Katy. TX 121312020 No Yes NIA NJA Florida Department of Buslness & Professional Regulation P"l a1 Building Codes and Standards 1R/zogl Product Approval Application Detail ., _ 3& Eritibiro ate ,p¢ Data Pendino Date huYemlml Manufacture roll Engineer LcerisValida[ d ey Validated Submitted FBC Approval Approved Status " "an 20 Revision 20 Alpine U Stuart Led15 ICL Evaluation Service LLC William M. Ranieri PE 10 /31/2r)N 1 )Qn02Q 11/052020 11/05/202 0 Pap r-d Category:SWtturalComponents . (321)710-3377 {407)G81 -7917 SubCataU,y: Truss Plates slewis�atpme8w.com Compliance Method: Eveluatio Report from e Product Evaluation Entity FLMf589-RiPrnductsi. - - - Cuairty Assoc Aooraved for Use Aooraved for Use impact ry L De.akdo S e A Product Model. Number or Name Product Lleserlption Conrad Expiration Data In HVHZ Outside HVHZ Resistant Pressure 1 Il ErO )Aipne Nigher strength EH &amp; 5) Met 1 '....for Plate 121312024 Yes Yes N!A NIA 2 ITVdBCGIAIpine Hinge Plate Most Comrector plate 12r312024 Yes Yes NfA WA 3 ITW:BCGfAlpine. Trglok Metal connector Plate I2J312024 Yes Yes NIA NIA 4 ITV EGG/Alpine We- Meter Ccounizdi Plot. 121312024 Yes Yes N/A NJA Florida Department of Business & Professional Regulation Paget oft Building Codes and Standards 1/7202t Product Approval Application Detail sae .• . •... Et tv or n Det PPIP ,..� enData Pdno .. Type,' Versio Manufacturer Contact Enalne&License Validated B e Verbal Up.2)tg�FBCApproral Approve _st a1_us Ravlsion 2020 CAST-CRETEUSA. LLC Craig P.amina M.iaml-Dade BCCG -CER Misntl-Dade 8C10-WAL 11/202020 1012V2020 112712020 Approved Category: Shroural Components (613)e21-4641 (796)315-2590 SubC.Megoy: Products Introduced Re a Result of cpamndig-taat-nn New Techndoy Compliance Method: Certification Mark or Listing FL#i56 R'13 Pfodupts. - - - ,. Cluster Assurance Appmved for Use Approved for Use impact Design Sea M Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outsldo HVHZ Resistant Pry 1 High Strength Concrete Lintels 4. S. &. and 12 inch wide finals 05Ri RO22 Yes Yes NIA NIA Florida Department of Business & Professional Regulation .la.tion Building Codes and Standards Product Approval Application Detail Page i 1012021 Code - _- _ _ _ Entire o r' _ _ - ,. Data. Date -~~ calla domain,R Date TV- Version. Manufacturer Contact Engineer& License Validated Is; Validated Submitted FBC Approval Approved Status Revision 2029C meCmcrele Products trio Priced Glus SaA. Greenberg JohnHof 121612020 12/1sri 12292020 dn FBC:APp ri Category: Structural Components (813) 659-3707 PE-34245 (352) 588-5311 Bubeateg.,y: Products Introduced as a Result of preoaRrgzdor@y.lyd an N ex Technology Compilation Method: Evaluation Report from a Flonde Registered Architect or a Licensed Flanda Professional Engineer F L#t7FA-R duets - - Cuahty Assurance Aoomved for Use Approved for Use Impact r Desin Sean Product Model-Numtier or Name Product Description Contract.Exgliatlon Date In HVHZ Outside HVHZ Resistant. Pressue 1 Quality Precast or Commorclal Concrete Products Precastand Prestressed Concrete Lintels 0525R024 No Yes NIA vVA C- U) -0 C0 > 0 -i-+ a --a U L N CL O O -� c }r ^, 0- A♦ 0 C11v p cu U) O L O J O CU U- - .N 1E ^, O ^0^' _O `) -0 to d Z Z W J V C: O -*--a cu U cn -tf A-., U) Q 4-11 O V L U m m w a z z a I IFI F FIFIFT IT T- - - r 1 ijli nr. ibli SHEET NO. PA 1.1 N FF (n Ca N +-r U N O� '0 O O- O :. ♦ " - Simpson Strong -Tie 2020 FBC Approved Products - For Grtedt links to. all SST approvals listed beevd CLIGk HERE. it dated 1 zr3crr2o2o n r.. : - _ Simpson Strong -Tie 20�U FBC Approved Products links to.all U ed12f30F202t7. w w - .. _: .. ... Simpson Strong Tte 2Q20 pBC Approved Products' For dNedt links to all"65T listed belovd... CLISKHER' .0 d s 12. - 2L, p. at d. l3nL24 - .: �rmpson Strong 711a 2020 FBA Approved Products Far Ghee; Ilnksto.a{rsSTapprovals fisted belaaV;,CLLCK HERE. U G d 12l3nT2... 0 , p . n♦ Q O W �t .-„ ,. Far direct SST approvals 1 red berova: jgLi2 HERE. - „- approvals ,,. information r- P :. For Ittanal oar ion regarding Florida'slorl asSta Statewide ratlueC:. Approve] t n �. :Florida's F d I ma[ tlN F d t$ d A @val end ami OadeGounf N s f:A. ', iDA CLI H- 9 9 pp ysem hN y aUc b Pee tatad$ (h. ), CK ErtE. R -. Faradoitlonalinirxm Information regarding Flbrltla sStetewhda ProductA Approval igmand Mlarzu Dade Count a 9 g pp ys Y N ce@fora$ taace- Nt)A . C CK NEHi. ad .. p f.. ), �. -. .. i- I a h Product A Y al S to �.. d ami ba e n : ForaddlEblre lnfexm on regarding FlorltlesSt t$syda r G .p @v, .man M d Oou. ty _. at 9 g p Ys MCA), CLICK E os ce- h D N�ft Ndud$rrf•A . eptag, fl ):. �Product r I:S t rid Mla :Dad Gaunt Ilarra'n information Florida's1 1 assta r ratl. t @ $ nV a Eora additional I form o regarding de c A Va rna rid a dti F rx.. tart -. 9 9 q . pp ys N @rA rz c h OA CLIC1t HER S.. $ 1 � cRYcs _.. taa . ... I. Y P ? FLiI2335-R7 FL#10446-R6 FL#t0456-A5 11 HUS, HUSC series hangers Face -mount hangers available In widths ran gingfrom i-518"to 3- V c 9116" and heights ranging from 4-5116" to 11' Goneealed flange Sea # Product Model. Number or Name Product Description Sea # Product Model, Numbar or Name Product Description Sea # Product Model, Numberor Name Product Descririttan Version (HUSC) available for models, having Wdith equalid or 0 O L 1 Then Stainless Steel Concrete &Masonry Screw(TTNs6) 1(4" diarneterTitensiainlesssteel masonry screw 1 A21 A23, A33, AKA35: A44 Angles 1 61-, BTB, BTH BriekT'Ies greater the . O L O 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTC10 Coiled Straps 12 IIJBseres=hangers Face -mount hangars avallable in widths ranging from 1-716" to 3- 0 Q 3 APB44, APB44R, APVB66 APB56R, AP888, APB68R, APB1010, AP8101OR, APV844, Outdoor Accents PostBases 3 C514, C516, CS18, C520, CS22 Coiled Straps 518" and heights ranging from 9.114''to 16' C= O _ FL#5599 Rfi AP{84vIR, APVB66, ?1PV666R, APVBSB, APVe88R, APV81D10, APVB1010R 4 CSHPIS, CSHP20 Coiled Straps 78 L(s J325=505, LGU9.63SDS, LGU525505 Fete mount hangers (� O {- 4 APDJT2 4, A'PDJT2R--4, APDJT2-6, APDJT2R6, APVDJT2-4, APVDJT2R4, APVDJr26, Outdoor Accents Dedk Joist Ties 5 CTS218 CompresslonffensionStrap 14. LU24, LU26, LU28, LU21O Face -mount hangers CD O Sea. # Product Model. Nun tier or Name Product Description APVDJT2R-6 6 DSP, SSP; 78P Stud to Plate to 15 LUC26Z, LUC2102 Face -mount hangers , _ E Q I SD10112DBS Outdoor Accents Connectorscrew 5 APHH46;APHH46R,APHH610,APHH610R Outdoor Accents Heavy Hang or 7 H14H10A,H25A,H3,HO,HTZ,H16H98S,H162,H16-28 Hurricane Ties 15 LUSsenes-hangers Face -mount hangers available in widths ranging 'from l-9H6"to4- Q) L_ }� CL 2 SD9112 SD5212;.SD10112, SDI 0212 Strong-DriveSD-CdnnecrtorScrew 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT8 Outdoor Accents L and T Beam-tO-Col min Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 518" and heights ranging from 3" to 16-1SI16' U) Q 3 SD9 i2$$ :. 1255 1 , $D92 -.._ $bong DdVeSQ ConneclprS$ $crew ... 7 , .. APLH24, APLH24R, APLH26, APLH20R, APLH210, APLH21 OR ,'. Outdoor Agents Light Hangers ,R H924, H . ` n `e' ur7rGa eT IT GU:. 3-�SDS MGU5 5-.SDS MGU5.60 SD- GU5:62-5 S MGU ,00=SDS M. 3 6 2 S, M D , _ 7 Far . mount han ers e g Q 4 SDCF22434, SDGF22,r12, SDCF22614, SDCF22700, SDCF22856, SDCF221014; 5trong•DuvaSDCP Timber CF Screw 8 Bi7L-Z Bnck'Vaneer Ledger Connector 10 -' HSS2•SGIS1 5. HSS2 2aDS3, HSS2.3-.aDS3, y5S4 S1aS3 Heavy&hld Shoe 1B M141 sehias'harlgers aavailable orrr 9 m " 5 FaCe•motiilt hang t5 to widths raPrgingfr 1 116 ,�- v J SRCF221134; SDCF221334 SDCF271958, SDCF27235e. 9 GBT2Z, )CBT4Z concealed Beam7les 1-1 HST2. H5T3, HST5, HST6 Straight SfraJps 1/9" and heights rariging from 6.15116" to 18.112' 5 SDCP22434, SDGP22512, SDCP22614, SDCP22700, SL?GP228a8,SDOP22912, Strong=DrivoSDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Ja stTles 12 HT51G,.HTS20, HTS24, HT828. HTS30, HTS30G Heavy TWst Strap 19 UUS26, vi Face -mount hangers SDCP221100,SDCP221134,SDCP271400 11 DJT14 Deck'JoristTe- 13 HTSQ16KTZ.HTSQ20KTZ Heavy7wstStrap '20. '.SUR.,SULBURG, SULCseries hangers Skewed face -mount hangers available -inwidtb's,rangingfrornl- 6 SDHR2T4QO; SDHR27614 SDHR31400 SDHR31614 Strong-DrNe SDHR Combo -Head Screw 12 DS Drywall stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9lW and heights ranging from 3-1/16"to 13214" 7 SDS25112 SQS25134, SDS25200, SOS25212, SDS25300; SOS25312,.SDS25412, Strong-DrlveSDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTAI2- LSTAI5, LSTA18, LSTA21, LSTA24; LSTA30; LSTA36 Straight Straps Concealed flengeNarMon (SURC, SULC) av9Ilable far all double SDS25500;SOS25800,SDS25BOG 14 FWANZ: Foundation Wall Angles 16 LST149,LST173 Straight Straps 2Xand 4Xmodels; onlyacuteflange isconcealed. 8 SDS25112SS, EDS2520OSS, SDS25212SS, SOS253COSS SDS25312SS Strong-DrweSOS Heavy -Duty Connector SS Screw 15 GA1, C,A2 Gusset Angles 17 LTB20, LT840 Bridging 21 U series hangers Face -mount hangers avellabte in widths rangingfrom 1-9116" to 9 SDWF2716; SDWF2720, SOWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, 1­12;5T, H8, H10A.2, H1OS, H14, HGA10 Hurricane_l 18 LTS12, LTS16; LTSIB, LTS20 LightTwistStrap 6'and heights ranging Prom 25/8"to11.1/4" 17 HCJTZ Heavy Concealed JoistTie 1B MGT MediumGirderTiedown 1S HH4, HH6 Header Hangers 20 MST27; MST37, MST48, MST60, MS772 Str, ht Straps FL#10007.Rs 19 K8S1Z Knee-Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MS_ TA24, MSTA30; MSTA36, MSTA49 Straight. Straps FL7f10567-RS 20 L$0, L5_10, L70, L90 Angles: 22 MSTC2BrMSTC40; MSTC52, MSTC66, M$TC78 Straight Straps Sea* Product Model. Number or Name Product Description 21 LGE4 Post Cap 23 MSTCA3B3; MSTC66133 Pre-BentShaps San N Product Model, Number or Name Product DescdmNon 1 ATR318, ATR112, ATR518 ATR3/4 Threaded Rods 22 L530, USSO, LS70, LS90 SkewableAngles 24 MST126, MSTI36, MSTI48'I MSTI60, MSTI12 ShraightStraps 1 6Aseries hangers Top flange hangers available in widths ranging ffom 1-VIBi'to 7- 2 ATUOS ATUQB 2, ATUD9, ATUD.9.2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSC2 Adjustable Stair Stringer Connector 25 MTS1'2, MTS18MTS18, MTS20, MTS244� MTS30, MTS30C Medium Twist Strop 110" and heights ranging from 7-1 1&" 10,50": 3 _ , - - BP3/6 2 BP1Y2, BP1/2 3, BP518-2; BP�16 3 BP3r'4 BP3/9 3 BPRTUD3 4 , , Bearing Plates 9 2 4 LS 6 " S $.!2 L2,'LS$J26RZ, LSSJ28LZ, L SJ28RZ: LSSJ2IQLZ, L5SJ21'0R2 e Adjustable Jack Hanger Field Adl b Ja Hang . ,25 C NGA2x� 0`1 NCA2x1.212 NCA�8.16 hIC,?%Zx1016 NGA2:e1216 2, , _ -t , Bold"rn g g '2 DGBf seines hangers g T la s v le widths r from -5 . ,, o flange hanger a allab (n �M s ranging m 8 /6 to 7 p 4 CNW3i8.'CNWIM,, Cl CNW3/4, CNW51S-1/2, CNW314-5/8 Coupler Nuts 25 LS8R1-81, LSSR2:1, LSSR237,'LSSR2S$,'LSSR210-2, LSSR410 Field Adjustable' Slopeable/Skewable Hanger 27 ROWBIZ RCWSI4 WallBtaeing' Ill and heights ranging from 9-114'to24", 5 CTUD55, CTUD65, CTUD66, CTU076, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4 LTP5 Tie Plates 2e RPS18, RP$22; RPS28 Repair Plate Strap 3 DGF series hangers Tpp flange hangars available in widths ranging from 1112" to 3- CTUD98, C-FUD99 27 ML237, ML2747; ML28Z, ML28Z, ML2I CZ Angles 29 RSP4 SWd to Plate Connector 518" and heights ranging from 7-114"to 24", 6 N3; N4, N5, N6 Heavy Hex Nuts 28 MMHO Roof Tie -Down 30 SP1, SP2, SP4, SP6, SPS Stud Plate Tie 4 4CHFsaries hangers Top flange hongersavailable In widths ranging from "1 314"to 3 7 RTIJD-3,,.R`rrUD36,.RTUD4, RTUD46, RTUD5, RTUD5, RTUD7, RTUDS Ratcheting Take -Up Device 29 MMHC Hinged-Raof'Connector 31 'SPH4, SPH6,"SPH8 Heavy Stud Plate Tie 5/8" snd heights ranging from 9-114"to 24": 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLUl39, MMLU1311 Face -Mount Hangers 32 SS1.5 SS2.5, SS3; SS4.5 Stud Shoe a EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 9 TUVV38 Take -Up Washer 31 RBC:.RROP Roof Boundary Clips 33' ST9,ST1:2,ST18,ST22,ST292,ST2122,iST211ra,,ST2215,ST6215;STB224.ST6236 Straight Straps 716" and heights ranging from 11 " to 32-1/7'. IQ URS3 3/9" Uplift Rod Run Tiedown System 32 RST-3 Roof Tia-Down 34 7­132D, 71327, TB30, T636, TB42, TB48. TB54, TB66: T260 Tension Bridging 6 BGQ series hangers Top flange hangers available in widths ranging from 3.518" to T- 11 URS4 1/2" Uplift Rod Run Tledown System 33 RTC227, RTC42, RT=, RTC44 RfgldTie Connectors $5 TWBIO, TV,SIZ TNB14 Wall Bracing 1WI and heights ranging from 11-114" to 32' 12 URS5 518" Uplift Rod Run Tiedown System 34 $!TC.. S FCT, DTC HTC4 Truss dips- 36 HGT, VGTR; VGTL Variable Pitch .Girder Tiedown 7 -GLS series hangers Saddle hangers available in widths ranging from,$-1"14"to 6-7491 13 URS6 5/4" Uplift Rod Run Tiedown System $5 TJC37, T'JO57 Truss Jack Clips 37 W5106 WEIOBC, WSJ 26, WEI26C, WB143C Wall Bracing and: heights ranging from 8-112" tu28"- 36 Z2, Z4, 444 Panel Stiffener Clips 8 GLTVserhes hangers TopTlange hangers available In %MdthS ranging horn 3 114"to7- IfS" and heights ranging from 11" to 32". FL#10441-fib FL#1t0637-Rb 9 HB sefleshange s Top flainge:hangars available In wdthSrangln9 from 1-9116" to 7- FL#10447:115 112"and heights ranging from 8"to.33' Sett 9, °ftduditMocial. NUiril »rName Product Descgptlan Sept 4 Pratludt:Modai, Number:orName Product Description IQ HGLS:eeries-hangers saddlehangois available in widths rangingTront 61`/d'ta STIB" 1 OTT2 Hold -drawn Sea # Product Model, Number or Name ProductDescillitfon 1 GBHZ.$7x5.5,'GBH2.37x7.63, 013H2,37k9.75 Concealed hangers and heights ganging tram 10-112" to 28"< 2 HDC1014, HDOI0122. Hold-down 1 AHEP Adjustable Hi'p•End Connector 2 DU DHU, DH UTF series hangers Face4neunt(OU, DHU)and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths,tar ing from 3114"to 8 3 HDQ8 HHDQ11, HHDQ14 Hold-down 2 DSC211-SD8$ DS02L-SDS34 DS05R-SDS$, DSe5L-SDS3 Drag Strutconnectors availaktlein widths ranging from "1-9/16"to Mild" and ing' his 718"and heights ranging from 7-112 to 32" 4 -HDU2;HDLI4,HDU5,HDU8,HOU11 HDLJ14 Hold-down 3. GBC Gable- Braze Connector ranging froms-1/8to23AS118". 12 HGLTtlseneshangers Top flange hangers available inWcfthsranging from 3--114"to7- a HPA28; HPA35 Strap -style purlin anchor 4 HCPI,BI, HCP2, HCP4 Hip Corner Plate 3 HGUa$3-SDS, HGU5:25-SDS; HGU5,50-SDS,. HGU5:62-SD5, •HGU7.00-SDS, HGU7,26- Fade -mount hangers. 118" and heights ranging from 14"to 33" .6 LSTHCIB,LSTHD8RJ Strap -style hold-down 5 HHRC2-2,HHRC42,'HHRC42-2,HHRC41181,HHRC44,HHRC5.25I3.25,HH1305.370lZ Heavy Hip to Ridge Connectors SDS,HGU9;00-SDS 13 HITseresIrangers Top flangeehangeisarailable-inwidin srangIngfrom 2-511Tto3- 7 MASA, MASAP Foundation anchor strap HHRQ66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- W16" and heights ranging from 18" td 26". 8 MPAI321 MPAI44 Strap -style purlin anchor 6 HRCi S1, HRU"22 Hip Ridge Connector 318" and heights ranging from 55f16" m 12-716" 14 HUSTF'sones hangers Top flangejoist hangers available in widths ranging from 3118"to 9 PAIS, PA23, PA28; PA35, PA51, PA68 Sirap•style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS; HHGU550-SDS: HHGU5,62-SDS, HHGU7 OO-SDS, HHGU7.25-SDS, Face -mount hangers S-9116"and heights ranging from 5-518" to 13-1/8` 10 PAMB, PA128, "PA128, PA135 Strap -style purilr anchor 6 LSU26, L$SU28. LSSU210 Light Slopeable%Skewakile U Hanger HHGUO,00-SDS 15 HUTF, HUGTF series. hangers Top flange hangers available in widths ranging fiam I-9l161c, 5- 11 STHDIC, S7HD1 ORJ Strap•style hold-down 9 TBE4, TBEG Truss Bearing Enhancer 6 HHUS26-2. HHUS28.2, HHUS210.2 HHUS46, HHU84s HHUS410. HHUS5.50110. Face-mouilt hangers 112and heights ranging iron 3-7116'"to 15`' Concealed flange 12 STH014- STHDI4RJ Strap -style hold-down 10 T024, TC2d TC.28 I russclip HHUS725110 version (HUCTF) availableforall models Navin width equal to or 9 11 THA29,THA213,"THA218,THA218.2THA222-2,THAAI3,THA418,THAC418;THA422, Adlustablia Truss Hanger 7 HSUR,HSULHSURC,HSULCseries hangers Skowedface--mourthangers available inwidths ranging from 3- greater than .2-9/'16". THAC42 ; THA426, THA422-2, THA425-2 118" to 5-1i8"and heights ranging from 4S14'to 15-3W4 _ 15 HWP series hangers Top flange hangers available in v dths ranging from 1-9116''to 7- 12 T'HAI1.$10, THAl2L06f22 THAI2.1122 THA1222 THAI322, THA13522, THA1422 Adjustable Truss. Hanger Sized for 1-1oLsts Concealed flange version (HSURC, HSUl available for all 118" and heights ranging from 5.3/S'to 28" 13 THAL422, THIAR422 Sketvec! Trues Hangar doublAAa>7d4)Cmodals;onlyacuta'flangeiscorf tiled_ 17 "HWPH series hangar Top flange hangers available In lroidtFis ranging front "1 9118"te 7- 14 T HJA20r, LTHJA26, LTHMA Mult1ple Truss Hangers 8 HT026 HTU28, HTU210, HTU26-2, HTU2,8-2, HTU2'10-2 Face-mourit hangers 112"and heights ranging from 5.318"to 32" 15 THJM2.4-SDS$, 7HJM2-5-SDS3, THJU26, 7HJU26-W Multiple Truss Hangars 9 HU HUG series hangers Facamount hangers avallable'in widths ranging from 1-9116' to 7- 18 ITS series hangers Top flange hangers available. in Wdths ranging from 1-9116" to 3- 15 TSBR2-24 Truss Spacer Restraint 112" and heights ranging from 2,7/8'to 19-114" Concealed?lange 5M" and heights ranging from'9.1 i8' fd,16' 17 VPA2 VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors Version (HUC) available forall models having width equal to or 19 -JBserles hangers Top flange hangers available in vddtft of l,9116" and heights 18 VTCR` Valley Truss Clip greater the n2-9N6" ranging from 5.518`to7-141 10 HUCQ18119=SOS,HUCQ1:81/11-SDSHUCQ210-2-SDS,HUCQ210.3-SDS,HUCQ310- Face -mount Hangars 26 JBAsere-sharers Tapflangeharrgersavailable inwdthcfl-9/16"andheights SDS, HU00410-SDS, HUCQ412-SDS HUCQ525f9-SDS, HUCQ5.25111-8DS, HUC0610- ranging from 9-8/18"1D 13-118" SDS, HUCQ612•SDS Cn CIO EMM Simpson Strong-Tie2020 FBC Approved Products Updated 12/30/2020, FM,=M* Simpson Strong-Tie2020 FBC Approved Products Updated iz=A2a Simpson Strong Tie2020 FBC Approved Products upaatEdlz�wZo2 Simpson Strong-Tie2020 FBC Approved Products Updated l2r. M2o For drect tnksto-ell SST approvals listed belove,,CLICK HER " For direct IMksto-all SST approvals lised Wiove..CLICK HER - For direct Enksto-all SST appr.ovals listed beIav,_CLICK HER For direct Ilnksto�all SST appr.ov.als Ilsted belau, CLICK HERE For ddtwoal'-nformatron regarding Florrdas5taiewlde Product. Approval -Syarem and Mazni Dade County Nothce of AcpePtanee�{N:AJ, r CKHE�, For ddnag information rd ❑ FIXIdasStata l rodvetAPP Approval and tamr'Dade County AccaPtance{NCA1,1 . . Faadditional information regarding Flcridas5tatewtde Procter-�Pprove(Sirrem and NamrDade County Notice ofAcFSPtance{rEA},c1�c - b Faad rcwnaI lnformadan regarding de ProductApproval and iama-Dade-ofAcce _I K E Acceptance ce iN©A1: O 21 LS series)1arTgers Top flange hoilgers-avallabla'm width of 1R81le' arid heights FL#11460-135 16 S/LSV1,56, 511,BV1;81; S/LBV3,09 ULSV2 $7; SiLBV2;56, SILBV2.68, 51Lf3,V3,12; Top Faange Joist Hangers 5 SEF XP Adhesive Anchor for concrete ranging fromS..-318"to15-1181'. •S/LBV356,SiLBV3,62,SiLBV4;0.8,SILBV4,1,2„S/LBV4.28,S1LSV4.-mS/LBV5.6O $ Strong-Boll(STS2,'STB2.4SS;ST62-6Sem) Strong -Boll Wedge Anchor for caricreteavailable incarbon _4__, 22 i.:BAZseries hangers Topflengehangersavailable Inwdthof1.9/16'andheights Sea## ProductModal.Number orName PmchactDescYntion 10 51LTT2051D7T2Z,.SIHTTI4,HTT4,HT5 Holds?wris steel and Types304and 316stainless steel . ranging from Al Silly' to, 13_JMTI 1 HHIUS210.3,'HHOS210.4 Joist Hooget 20 SIMt1l $iMST72 Straps 118 rail (I Qgo) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD Hl THD-CS: TND-CSSSS) TRen HD Hisoy Owty Screw Anchor for concreteandmasonry CIO '23" 1 EG3 LEG5, LEG? series hangers Top flange hangers available In 1Mdths ranging from 3-ItC to 6- 2 HR$6 HR58, HR512 Strap Ties 21 SP4. 6P6 Stud PIatoTies Avalablewlthhex head In carbon steel and Types 304 and 316 7/9and heights ranging from g" to 33-112' 3 HUCQ210.2-SDS, HUC'Q210 3-SDS, HUCQ31G-81)S Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel; or with countersunk head in carbon steel and 24 MEG5,MEG7serieshangers Top flange hangers available inwidlranging from 5-IM'toe 4 THG82TH1363,THGBH2,THGBH3,THGSH4, Joist Hanger 23 STGDTC Truss Clip Type 316 stain less -steel 7JB"and heights ranging from '9"to 32-112' 5 THGQ2-SDS3, THG03rSDS4,S, THGQH2SDS3, 7HGQHSSD54.5, THGQH4-SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (T'HD37634RC, THD550934RC) Titen HD Threaded Rod Coupler for concrete - 25 MIT series hangers Top flange hangers avallable in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 AistHanNer .25 TX$T" Truss Jack Gonnoctcr 9 TltenHD Threaded Rod Hanger (fHDB25158RH, THUB37158RH, THD37212RH, Then HD Threaded Rod Hanger for concrete 118 and heights ranging from 9-114" to 24" THD50234RH, THDI O212RH) - 26 PF; PFB, PFDB; PFD$B series hangers Tcp flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anohorfor masonry ranging from3-3(6" to 7-10' FL#11473-RS FL#13904=R5 27 RR Ridge railer egeci ar 28 VVPsEries hangers Top Flange hanger5avallable in widths ranging from 1-9116" to 7- Sea # PmductMddel". Numberor Name Product Description Sec # ProductModel. NumtrerorName ProductDescnptron FL#t623tr R8 118" And heights ranging 9-114" to 32". 1L DETAL-26 Double Embedded Truss Anchor 1 CGQMI3;62.SOSHDG, C7CQM4_C2-SOSHDG, CCQM"O-SDSHDG, CCTQM3_62-SDSG, Masonry Pler Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4,62SDSG, CCTQM5."-.SDSG, CCCCSM3 62S06G. CCCQM4.62-SDSG, Seth # Product Model, Number or Name Product Descrpton 3 Hid, HISS, H16-2. Hit-:2S HurrrcaneTie: CCCQM5,50-SDSG 1 -ATXP AT-XP High -Strength Acrylic Adhesive for concrete .ormgwnry FL#101360-R5 4 HETA12, HETA16, HETA20, HETA24 HETA4Q Embedded Truss Anchor 2 G-CCLQM2.62G-lff, ECCLQM4.52G-KT,ECCLOMIs5OG-KT, ECCLLQMD362G-KT, MasonryPierCeps 2 ET -HP ET -HP Epoxy, Adhesive for masonry 5 HETALI2, HETALI.6, HETAL20 Embedded Truss Anchor ECCLLQMD4 S2G-l4T, ECCLLQMD65OG-ill, ECCLRt1MD3.62G-KT, ECCLRQMD4.62G- 3 SETXP SET-XP High -Strength Epoxy Adhesoefor masonry Sea# Product Model, Number or Name Product Description 6 HCAMIO,HMO Masonry retrofit connectors Kr,ECCLRQMD55QG-KT A Stro gl.Bolt2(STB2) 8trring-Boft2 Wedge Anchor for masonry I ABA44,ABA44R ABA46,ABA46R;ABA66.ABA65R Adjustable Post Base 7 HHETAIAHHETA20,HHETA24,HHETA40 HeavyEmireddadTruss Anchor. 3 HOUMS25,HGUM5.50,HGUM7A0 HGUM7,25 HGUM9,00 Heavy Masonry Hangers 5- Titen2,rN2) Then 2Screw Anchor for Concrete 2 BU UAlU 5 BU 6 B 6 BU 8 ABU44, ABU44R ABU4$- A 46R, AB 55. AB A 6 , A 6 . A U6 R. A 5 , Base Adjustable Post a 8 r L 2 LG - D LG -SD 3 Car , T3 S S2..o, T4 STI _ Girder e daY,11 4 - -. LGUM26.2, LG11M26 3, LC3UlN28.4, LGUM2$ 2, LGUM28 3, LGUM2e 4, LGUM210 2, Masonry Beare Hangers Oa e D 5. Titan HI) tTHD H4SS, THD H6S5, TH CS6S) _ e" DHeavy-Dutyc c co t a t 30 Titan H 5 hew An her. for Here a available In 4 ABUS8R, ABU1010 ABU1010R, ABU1212,.ABU1212R 9 LTA2 Lateral Truss Anchor LGLlM2'I0-3, LGUM210-4, LGUMv146, LGUM48, LGUM410 or316 stainless steel with hex head, and316 stainless sfeelwith 3 ABW447, A13W44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable' Post Base 10 META12, META1£, METAI8, META20, META24, ME-TA40 Embedded Truss Anchor 5 MBHA3-12/g.25, MBHA312J11.25, MBHA3.5W 25 MBHAa5619:25, MBHAaSO/11:25, Masonry Top Flange Beam Hangers morhi_ersunk head. 4 AC4,AC4R,ACE4;ACB,AC6R,ACE6 Post Cap 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 StrapTle,forMasonry MBHA3-b2/i1-88.MBHA356114,MBHA356116,MBHA3.56/18,MBHA5:5Of7.25, 7 Tien Turbo (TNT) TiitenTurboScrewAnchor for concrete ormasonry 5 EC4,13C46 BC4R, BC6, BCBR, BC8, 8C52-2/4, SC52-316 Post Cap 12 MTSM16, NITSM2Q; HTSM16, HTSM20 Thirst Strap for Masonry MBHA5;501925. MBHA550/11.25, MBHA550111 88- MBHA5.50f14, MBHA5 50f18, +� 6 C944, C646, CB48; 01368, CB88 Embedded Column Base MBHA5.50/18 O ` 7 CBSQ44-SDS2 CBSCP46-SDS2, CBSQ66-SDSZ CBSQ86-SDS2, CBSQS&SOS2 Embedded Column Base 6 MB66l9 HU3.5.25; MBHU356111,25, MBHU356111,SS MBHU3.56114, MSHU3,56116, Masonry Beam Hangers FL#16937-R 3 ^^ 8 Cc,ECECCUSeries C Bolted column FL#11496-R8_ MBHU3,50118,MBHU5,501825,MBHU550111.2SMBHU5-150111.88,MBHUS_50i14, W W2 ranging from 3.518" to 7-112" MBHU5,501r16 MSHU550118 Sea # PradddtModal. Number or'Name Pr9duct 00ortbtfon 9 CCQS052:5, ECCQ-SDS2.S Series Screwed cg caps Sea# Product Model. Numberor Name Product Description 1 X34B1016.5K.XiS1018,X1810I6.4KXOISiOI6,XQI8101.6.4K #1'0-18Strorg-OriveKMetalSelf-Drilling,TerppingiScreiwwith#3 '^ W2rwedocAmncaswithWIrangingfrom3.IK'to9-1fTarid from to7112 1 DTT1Z Dace Point v 10 CPT44 CPT66Z CPT8$Z � Concealed Post TieBa se 2 HD12, HiD19 Bolton }toldowna HalldTensiowns �#1397S-R8 t2' X,LQ114T122d, XLQI 1401.224-2{S. 412OrIll #`12.2A Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44 EP646, EPB66 Embedded Post Base -3 HMS, HOSE, HD76, HD9B Bolted Holdotivns Screwswith ,#5 DrillPoirit-and Large Diameter Hex Washer Head �T! 12 EPS47' Embedded Post Base 4 14TT4, HTTE, HTT5-314 Tension Ties ,Seq # Product Model- Number or Name Product Description 3 2CIifiQ11481224, XMQl14B1224-2K 412-24 Strong-Orive XX Medium -Head Metal Self-Drllling, �J 13 LCB44, LC656` Embedded Eblumn Base 5 LT 1g, LTT206, LTTI3t L tT nsio T1es igh e tr 1 SIJW22a0C SDW22338 SDW22 6 SDW2245$ DW225QO SDW 2600 5DW2263a 43 ,. S 2 Stroh -Drive SDW ENP-PLY and TRUSS -PLY create g, Tapping 6orews with #5 Drill Potntand Medium Diameter Hex 14 LPC4Z, LPCi5Z Light Post CAP 9D1/r122634 4 Q114SI224 X0114BIU4-2,5K, X114$1224, X911261224 Xa112B1224-2K #12.24 Strong-Dnve X Metal Self DrillTrrg, Tapping. Screws with iJF5 Q 15 MP844Z, MP5667, MP388Z Moment Post Base 2 SDM15450, SDWC15600 Strong -Delve SOWC TRUSS Screw Drill Point L 16 PB44, PB44R, PB46, PB66, P966R Embedded Post Base FL#1.3628-R6 3 9DWHI93000B, SDWH1940ODB, SDWH1961008 SDM/HJ98QODB: 5DWHIGIOOODS 5hrong Drrvs-SDWH TIMBER-HEXSorew a XU3481016, XU$4B1016-;5K #19-16 Strong-DriveXU Metal Self-Drilfing, Tapping Screom with 17 P$944A, PBS46. PBS66 Embedded) Post Base 4 SDi+VH2740QG, SDWH27500G, SDWH27800G; SOWH2710DDG, SDWH271200G Strang Dnve SDWH TIMBER -HEX HDG Screw #1 Dill Point /^ 18 PEV6 PEV10 Round Post Base Post Cap Sea # 1 Product Model. Number or Name S8718x24, S81x30 Product Description SB Anchor Bolts 5 6 SDWS16212, SDWSi6300, SDW816312, SDWS16400 SbWS1S800, SDWS1.9712, SDW522400,SDWS225eO SOVV 22512, SDWS22500, Str-opg-DrweSOWS FRAMING Screw St'ong Drive SbWS TIMBER Screw (Interior Grade) i 19 PC44-16. PC46-18, P048-16. RC64-16, PC5d 1(5. EPC44-16, EPC4b-18, EP048-161 EPC84-16, EPC68-16 2 56518x24, SSTS16. SST820, SSTB24, SSTB28, SST834, SST636, SSTSI6L, S•STB2OL, SSTB24L, SSTBAnchor Botts SDW822$00, SDWS22900, SDWS22100Q. SDWS221100: SDWM1200, SOWS221300 FL#35820-R0-RO 20 PC4Z1 PC4RZ, PC6Z, PCBRZ, PC8Z, PCBRZ. EPC4Z, EPC4RZ, EPCSZ, EPCBRZ_ EPC8Z, PostCapESTB28L 7 SDWS22313OD6, SDWS22400D0, SDWS2250OD6. SOWS2260OD6, SDWS22800D8, Shong-DriveSOWS �' TIMBER Screw (Exterior Grade) 'Product � EPCBRZ SDWS221 OOODB Sea # Model. NumberOr Name Product Description v 21 PP644-4z. PPB44-6Z Post Base 8 MINS22312DBB,. SDWS22512DBB OutdoorAccents Structural Wood Screw 1 DSSCB43-5. DSSC646; DSSCB48; DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13072.R4 9 8DW8273008S, SDWS2740OSS. SDWS27500SS; SDWS27600SS, SDWS2780OSS, Strong-Drive',SDWSTIMBER SS Screw 2 FGB435, FCB45,5, FCB47.5. FC849.5 FCB4115 Bypass Framing Freed-GlipConnector SDWS27100DSS, SOWS2712DOSS 3 FPHSD34S1016, FPHSD3491015, FPHSD5467016-51K. FPHED3481214, #10,15 and #12-14 Strang -Drive FPHSD Framing =to-CFSSelf- Screws O SerX ProdudtModel, Number orName ProductDescribtian ID SDWV7340C StrongOnve8DWVSOLETO-RIMSorew FPHS➢34B1214iFPHSD34B12�14.3K Drilling, Tapping L FL#1066+R_5 f CMST12, GMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Called Straps 'Ii STN22 Outdoor Accents Het -Head Washer H 5 LSFC2 25.1SFG4,25, LSFC6,25; SFC2,25.SFC4 25, SF06 25 LSSC4.24, 4SSC6.25„ SSC2.25, ZSCd,25, SSC6.25; fiSSC2.25, MSSC4:25,'MSSCFi.25; Steel Framing Connector Steel Stuci Connectors sea # Product Model. Number or Name Product DescaRitan 2 HRS6 HRSB; HRS12, FHA6, FHA9, FHAl2, FHA18 ,Fl-1A24_ FHA30, MSTI26, MST136, MSTf48, MST160MST172, S/MST27, SfMST37, SIMST48 Straps 91 mil (12 ga) MSSG4.28KW MSS'C6 26KW 1 FJA FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS2S HTS30, HTSSOC Heavy-rwisistraps FL#15388-R3 6 ROK-W3, RCKW5.5,'RCKW75, RCKW35, R'CKW5,5$ Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation' Plate 4 LSTASO, L8TA36, LST149, LST173, MSTA9, MS'TA12, MSTA15, MSA18, MSTA21, MSTA24 Straps 43 mil (18" gp} 7 SC6435;'SC845 5; SOB47.5, S ,649 5 SC&A1 t 5 M-1545.5, MSCB47.5 Bypass Framing Slide -Clip Connector U'^) 3 GH46 6 GH46-8; GH485, GH48-3, GH4I0-6; GH410.4, GH66-6; GIi66-8, GHfiB-6, GH68- Girder Hanger 5 L3Tfl9, LSTA12, LSTA1fi, L5TA1B, LS7A21, LSTA24, ST292; ST2122. 5T2115, 5T22I5 Snaps 33 mil (20 ga) Sea # Product Model, or Name Pro D i do duct escnp n 8 2.5 SQS62- l 7 -5118. 5 2-5 SC63 /97 a . 5 9,, SCS62 1 , SC B 1118 s Connectorv! Bypass Framing ICU 8,GH6IC-6,GH6n0-8 6 LSUBH3-2g908H3.25,MSUSH3,25 Bridging Connector I AS I$; AS'1585,AS1880 18ga.TTusePlates 9 SCW3,25,SCWm:5 Head-of-WatiSlide-ClipConnector 4 GLWA, GL3511 GLB5C, GLB5D, GL67A, GL6713, GLB7C, GLB7D Glularn Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8,25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBL7,612, GLBT516, GBLT616, GLST520, GBLT$20 Glulam Bearing Plate 8 LTS12, LTS18, LTSIB, LTS20 Light TwAtStraps 3 A&2Q 20 go, Truss Plate 11 SS133,51a Bypass Framing Slide -Clip Strut Connector S HGLBA HULBB, HGLBC', HGLBD Heavy Glulam Bearing Plate 9 MSTA$O, MSTA36: ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, IYSTC40, MSTC52 Straps-54 and (16ga) A ASHP HA'tgePlate Connector 12 XLSH34B1414, XLSH78131414 #14-14 Strong -Drive YLSH Shouldered Self -Drilling, Tapping 7 HOT-2, HGT-S, HGT 4 Heavy GirderTiedown 10 MSTC88; MSTC78; ST6236 Straps68 mil (14 go) ScTetiN's L11 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTSI6, MTS18, MTS20, Ml MTS24C; UTS30C Medium Twist Straps 13 XQ1S101 8, XQ1 Bi018-4K KQIS1214. XQ1612145:5K, X07SS1224, XQ78131224-3k, #10-16 412-14, and #12-24 Strong-DriveX Metal Sell 9 URFP Universal Retrofit Foundation Plate 12 SB1.56, S/B1 81, S162.06, S1B2-371 S162S6; SB266, V33.12; S/B3.56, 61133,62, 8134,06, Top Flange Joist Hangers FL#i5730-R4 XQ11481224, XQ114131224-2.5K, XQ11251224, XQ112B1224-2K, X34BI016-5K; Tapping Screws SJB4.12, 3YB428, S/84.75, SIB5.50 XISt016, XiB1016.4K, XiS1214. XiB1214-3.5K z 13 8IBA2.1218; SIBA2.12/10, SBA2.12112, .S(BA2.i2114, S/BA4.1$/8, s1BA4.18110, Top Flange Joist Hangers Sea # `Product Model. Number or Name Product Description SIBA4'.1'8/12, 8/BA4,18114 1 Et -HP Adhesive Anchor for concrete z 14 S,rHIA HurricaneTiie 2 GAG, GDP, GDPM-50, GDPM 75, GDPM,100, GDPS GW-50 GW75, GW-100, GTH Geis4ddatedlfastehersarid assemblies 15 51H(}SS•S/HOSB,;S/HD10S,SMDIO6SIHD15S,SIHD15R Holdowns. 3 PD}zA PDPA K, PDPA-MG PDPA TPQPATK;PINW,P1f1WPPINWPWPOPAWL, Powderactuatedfasteners,.threaded studs, and assemhlies 16 -14,HDU4, S(HDU6 S1HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLOPA, PECLDPA, PTRHA3,. PTRHA4 J 17 S(JCT, WHJCT Jorstj angers 4 SEt 3G Adhesive Anchor. for cbnc eke a SHEET NO. PA 1.2 /f :1:-Ld E C 0 Ih+iiG- TILLIT TESTING 6 ENGINEERING COMPANY - - AT TT3R. A: TTLLPL, lit;. F.E. tilte0at-aai.cDTn YJL >✓L L,A tu— w<<. e0067l9 PRODUCT EVALUATION REPORT REPORT NO.: 20-0726.01 DATE: July 28, 2020 PRODUCTCATEGORY: Shutters PRODUCT SUBCATEGORY. Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protectlon Pr ucfs ll 4600 S.W. 61 Street Davie, Florida33314 1PURPOSE OF EVALUATION; This is a Product Evaluation Report issued by Walter A. Tflllt, Jr., P.E. (System ID # 1906) to the Global Protection Products., LLC, Rule Chapter No. 61G20.3, Method 1 D of the Florldo Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida' Building Code, and to verify that the product is for the purpose ose 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` 2.1. PI t.1DUCTEVALUATION.DOC ME-NT P,E,D • Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 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 palrtlT#Ills Evaluation Report, ,,AM r_n A r ", T . O0:07.11,C ENs� r-- No, 44167 ,— * - S. 6355 I�1.W. 36th Street, Suite 305, Miami, Florida 33166 - Mune: (305) $71-153.0 fA'f�97i j Bi�Jl i , PRODUCT FZ'ALTIATI4N RFPOl+:1°11J ]. 0.p7 S.OT 2 2.2. T-0—TFtEPORTS: Lar ge ge missile Impact and fatigue load testa were performed under Protocols TAS 201 203 a$ th per section 162E of p e Florida o Ida Building Code. Uniform static loads as per TA S 8 202 Protocol. Test reports r p p prepared by Hurricane Engineering Testing, Ino., Reports # 96-569 dated 08/09/1996, #96-570 dated 0911 811 996, #96-T30 dated 0912011996, all three signed and sealed by HectorM. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1811998 and # 2126 dated 10106/1098 witnessed by Gilbert Diamond, P.E. and Report No. 9 0219.01- March 0 dated arc.. 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13, 2009, signed and sealed by Frank Grate, P-E. 3. TRUCTURAI-ENGINEERING CALfrULATIQNS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on ratlonal and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P. E, 3 MISSILE IMPACT RESISTANCE' Large missile impact undersection 1626 of the Florida Building Code; as per TAS 201 Protocol. 4. W) D LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets % 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 11, 14, 15, 17, 18, 19,20 25 and 26 of 26, of Product Evaluation Document (P:E:D.), drawing No. 20.176, 5 STAILI ATION- Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 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 Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No, 20-176. ,Vtti`10y110t))lpy , ji A _( ;,,wAt" �'y * t a SSATE IF rc ,', r r0 Nl� 5 i� GENERAL8..3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FWNO AN THE IIALUAA:,vrn �T J1t)RN - EXISTING WALL ANCHORS SHALL BE LONG D14UOA TO REACT: THE MAIN STRUCTURE BEHIND SUCH PANELS. ' STORM PANEL SHOWN ON THIS PROD tP LICi fVALW.TKtN' DOCUMENT HAS VERIFIED f , (RED.) BEEN F1fD OR CWPUMCE -TN ANCHORAGE SHALL BE ATM IN B 1 @ } AND IN B2). CODE AOCORNACE WITH THE 7020 (71N EDITION) OF THE FLORIDA BUILDING (C) tU EXHSTmr rmc- IBR➢D_2ET$1GSikA1'[1_! t = D,A�- MIu. DESIGN WIND LOADS SHALL BE DETERMINED AS PER %CTFUN 1620 OF THE ABOVE MENTIONED CODE, - 1/4`0 TAPCON ANCHORS. AS MANUFACTURED :BY IT* BURDEN. INC.. FOR A MW SPEED AS REOUMRED BY THE JURISDICTION WHERE THERE SHUTTERS WAN. BE INSTALLID AND - #14-10 PANEWTE FEMALE to AND PANEUVATE` PLUS ANCHORS. AS MANUFACTURED Br ELCO CONSTRUCTION PRODUCTS. FOR A DIRECTED Muly'FACTOR Kd-O.BS. USING ASCE 7-16 AND SNAIL NOT EXCEED HIE MAXIMUM (A.S.0) - 1/4.0 LAC SCREWS PER N.D.$. DESI PRESSURE 5 T - 7 1611 Y S e 0 H- GN RATINGS INDICATED ON SHEETS 7 THRU 1 14 T I ,9 WOO BUS INIG AS RUB 2, 5. 6. B 20 ! / DISC UTED. BY ALL PORNO SCREW. BOLT & SPECIALTY CO. IN ORDER TOVERTHE ABOVE OOi L?E DESIGN WMo LMOT DETERMINED PER ASCE 7-18 SHALL BE FIRST REDUCED TO A.S.O. TIMOR WAND LOADS BY MULTfPCS'OVO THEM BY O.8 M ORDER TD C.,) MINIMUM THREADED PENETRATION INTO Yr000 OF TADCON ANCHORS SHALL BE , 1/2' AND 2` FOR ACO PAND:MATE PLUS COMPARE THESE W/ MAX. (A.S.0) DESIGN PRESSIJRE RATINGS INDICATED ON SHEETS 7 'TARO 17, 14, 15, 18, 19 & m AND PANEIMAE FEMALE 14. C.2 MINIMUM THREADED PENETRATION H fi,p@ tlN a I i PEYIEXRA Of SCI2£IV N'fb THE 8E 1 WOOD FRAME UNH THREE 2 RHTIrwEO 1N , VERIFY T. / 1JR,(JE'T<'D NA5 ANCHORS CRV THIS PEE' AS tk TE�fED WERE UT DYER STRESSED. A SSK INC REASE N+ ALLOWABLE PENETRATION INTO STUCCO 51,A11 AS 9E COw510ETdEO IO PART OF THE REOUNe£O THREADED PEHETTRTiON STRESS FOR W1R0 LOADS WAS Bs2i USED IN TH€II ANALt'GIS rASTENERS SPACING YO W000 FR5 BEEN DfFERWN£O W ACCORDANCE WITH N.D.S. 2018, C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL. BE AS INDICATED IN THIS DRAWING STORM PANEL'S AOSOUACT FOR IMPACT AND WIND RESISTANCE HAS BEEN VERMIEO IN ACCORDANCE WON SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING INC. REPORTS 98-568, 96-570 & 96-T30 AND CA) MINIMUM PENETRATION OF W000 aosem SMALL BE 5/8:-. 1/4' a-2o SMWs USED SHALL R 1 1/2• LONG MMWUM F04ESTRATWN TESTING LAB INC.. REPORTS #2032 & #2124 , AS PROTOCOLS TAS-201. TAS-202 AND TAS-203� SHOULD STUCCO Ol AND 1• MINIMUM FOR WALLS WITH NO STUCCO. AS WELL AS AMEAICAN TEST � Of SOUTH A 1- T FLEX 9HA REPORT %02i9.0 O9, AS PER A5 201, TAS 202 AND TAS 203 STANDARDS. C-5) M CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL A14CWRS SHALL BE LONG ENOUGH M REAM THE MAIN STRUCURE BEHIND SUCH PANELS 2 ALL ALUMItMDM EXTRUSIONS TO BE 6083-T5 ALLOY AND TEMFEIE. (UNLESS OMERWISE NOTED). SEE SHEET 2 ANCHORAGE SHALL BE AS JAEK04ED W C. I), C.21 3 C 4) 3 AL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-4414 ALLOY. (0) ANCHORS SHALL. BE INSTALLED FOLLOWING ALL CAL THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 4 ALL STEFJ. SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, AT(M A-65J GRADE 50 MIIMUM, (N-60 GALVANIZED DESIGNATION 8- PANELS MAY A150 BE INSTALLED HORQONTALLY FOUOWXNG INSTALLATION DETAILS S1OwN ON SECTION 3 THROUGH TO SHEETS 4 2@ STEEL C'ESXGNA Ok W FY- 5@.5 M!1 AE'TF.R R441#!7 . { / J ( THROUGH 6) EXCEPT TNA7 HEADERS {'f] & Q SrALL NOT BE U5£0, 5, ALL SCREWS To BE STAINLESS S STEEL 304 OR 31B NEN IL t6 EE OORROSKIi RESISTANT COATED CARBON STEia. D PER 9. Cl SHALL BE THE RESPONSIBNTY OF THE CONTRA" 18 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER E TO BE GIN W A+ 'TENSILE STRENGTH & SHALL COMPL W/ BUILDING CODE bi YIELD STRENGTH D 90 Msi - Y FLORIDASECTION ION5DO182 13 ATTACHED TO INSURE PROPER ANCHORAGE IHLT SNUFFER SHAD. CARRY BE ATTACHED TO CONCRETE, 13LCCK OR Wt700 FRAME 2a11�],14. 1R)RDIPI25. 8: BOLTS TO BE ASTM A-,747 GALVANI2@ STEEL, OR NSI 304 SERIES STAINLESS STEEL, WITH 36 WI MINIMUM YIELD STRENGTH, 10, EACH REGULAR STORM PANEL WITH LENGTHS TAER W-8 THROUGH 12'-4'. AS PER SECTIONS 6, 6. 9 & to AND ALTERNATIVES BW, 7 ANCHORS To WALL SHALL BE AS rCU.OWS` 9W & IOW ON SHEETS a, 6 & 12 RESPECrnEL:Y: SHAY PAVE A LEGIBLE Ado REAONLY viseur miiwoc INStRUCTINO OWNER OR TE10,47 TO C P SECURE ANTIS W11H APPLICABLE R AB REINED CEM£TiT DURING F'FU+10DS OF WARNt HURRICANE IIG A () Tg, Ere. 11 THE RWIL - N N f Al,ATro CONTRACTOR! s t0 K R CAUL Alt. SHUT7E COMPONENT E5 M IN IN CONTACT SEAL,( EDGES WHICH Rf0A4 CONnNU0U5 OO TACT WITH APC ANCHORS AS MANUFACTURED ST TW. N,t 1' a 1 / ED BU LDE3( INC,NC. M c 3 92 .a ( i.' THE N. TO PREVENT BUntI C L3'EII WIN N N, DlRA OHTRIISId - 1/4` 0 x 7/0` CALX-14-SE ANCHORS, AS MANUFACTURED BY INC. (MIN. T'a 3000 P.COAL `) L POINT 3/0` SOUO-SET ANCHORS, AS 0F5TRIE,UTED I)'F ALL POMt SCREW, DOLT & SPECIALTY CO. 12. STORM PANEL INSTALLATION %%ALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND 20NINC REQULATIGNS - I(M'. V (Min. Fc+•3000 pl.l.) PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. /14-10' PANE3350 ATE FEMME 10 & PMELMATE POUT MCFIORS, AS MANUFACTURED 8'r ElC4 CONSTRUCTION PRODUCTS, (AON_ 13 (R) THIS PRODUCT EVALUATION DOCUMENT (P.E,D.) PREPARED BY THIS ENGINEER IS GENERIC MD DOES NOT PROMUE INFOR.ATION pIP A FOR A SITE SPECIFIC PROJECT-, I.I WHERE THE SITE CONDITIONS DEVIATE FROM THE PCU CF AP- = 1/4"0 CF TAP -DRIP ANCHORS, AS MANUFACTURED BY TRU-.'AST CORPORATION {T'a�3600 pza..) A. 1) MINIMUM CABEDMENT OF TAPCON ANCHORS INTO POURED, CONCRETE SHALL BE , 3/4•: 2" TOR PAN£LAATE t-EMAtE le) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTUN. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCE BASED ON THIS FIZZ, PROVIDED HE/SHE DOES NOT WMATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT W AND PANEMALTE PLUS AND I 1/4` FOR CF TAP-Cl ANCHORS- CONsrrucrlON Sorry AT SITE is THE CONTRACTOR'S RESPONS1atury. A2) OAUC-IN & SOLID -SET ANCHORS SHALL BE DM EDkM 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO TO THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFTED. STUCCO SK-41 BE PERNMTTED. 1/4` 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. No I• MINIMUM FOR WALLS WITH NO 5TU4'CO, AND MAY W HEADED SCREWS OR ALL THREADED SCREWS W/O HERO. W SITE SPECIFIC PROJECTS SHALL BEE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOfdE THE SUF MTN WING NUTS. ENGINEER OF RECORD (FAR.) FOR THE PROJECT AND WHO WILL. BE RESPONSIBLE FOR THE PROPER US{ OF THE P.E..D. ENGINEER OF RECORD,-ACI9M> AS A DELEGATED ENCPNEER TO THE A.31 IN CASE THAT PRECAST STUNT, PRECAST CONCRETE PANEL`, PAVERS, STUCCO OR WOOD BWRDS BE FOUND ON THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE, SrIE SPECIFIC DRAWINGS FOR RENEW. EKWNC WALL OR FLOOR, ANCHORS SHALL IE LONG ENOUGH TO BEACH THE MAIN STRUCTURE BEHIND MH PANELS ANCHORAGE SHALL BE AS MENTIONED IN At) AND IN A.2). (e) THIS P.ED. SHALL BEAR THE DATE ANI) ORIGINAL SEAL AND SIGNATURE OF 114E PROFESSIONAL ENGINEER OE RECORD THAT PREPARED IT. (a) jrLE S Nc CGNCRFT ,&CLl WAIL AATN C SO, - T/4` 0 TAPCON ANCHORS AS MANUFACTURED BY I T WUAL 9OEX. INC. 14. SHUTTER MANUFACTURER'S LAaEl SHALL BE LOCATED ON A READILY RISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709AZ OF FLORIDA BUILDING CODE. ONE - I/4' 0 a. 7/8' CALK-W ANCHORS, AS MA4UrACIUM BY OEWALT INC. (MIN. F -1504 Ps.;.) LABEL SHALL BE PLACED FDR EVENT' OPENING. LABELING TO COMPLY VAIN SECTION T709.9.2 OF THE - IJeO I. 3/4• SOLID --SET ANCHORS. AS D15TRRRITED BY AL POINT. SCREW. BOLT & SPECIALTY CO. FLORIDA BUILDING CODE (MIN.. ICPP.I.) - 11IT4-T0 PANELMATE FEMALE lD AN O PANELMATE PLUS ANCHORS. AS MANUFACNR@ BY FLCO CONSTRUCTION 181T DRAWING SHa4 ONLY � TIBEO TO� PRODUCTS (MAN, rc-2071 P,e I) .,A IMIi1jM11M61141" .. OBTAN PERMiy'S IN THE STATE i7F FtORIDl `.��+1a �"+, - i /4• a CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TIN -FAST CORPORATION A'~: A %/� Ti '. .. s.7 B.r3 MINIMUM EMBEOHADtt 01' TAPOOW ANCHORS. EICC,Y PANELAATES AND CF CAP-GRiP ANCHOR, INTO rF1E .•'-v FLORIDA BUILDING CODE (High Velocity HLFTI'Icome Zane BLOOX ONn SHALL BE 1 4/4', 4 ° "� we 20 GAGE GALVANIZED STEEL STORM PANEL F'' y 4 '' S 3MIIID, 157 DRAWN Wf. 9.2) GELA-IN & SCUD -SET ANCHORS Sl BE EMBEDDED 71W INTO THE CQKPETE BLOCK UNIT NO DAee$N iT INTO STUCCO SFVRt. BE PERMITTED !/4" II-20 SCREWS USED SWILL BE , i/2' LING MIRROR 5HWti5 CO-^�...� a7tUMl7P2a __�._. C w GLOBAL PROTECTION PRODUCTS, LLD, ewe EXIST. AND t" MRMMUM FOR WALLS WITH NO STUCCO, s-Lt. "T-1"�'_"'=11_ STA ` I L E CIr O Or - HIM a, >.� sr!�tL •. 't4 iti "''Y^'E172o r, IESfIMC a LMfHFIEiNIHa-cD1APaNY DAWE. R TTH14 Ol( (} u m W. s. oar wau alloao- ,; „Ile IIHOWe 0s4MTa Tsy 1A 20-17fi tas4roes-e., 4 C1' rr sr, -Rua = : rx,3 ar+-ual aR+N.O+O NA: Y' cf"n'1'�H•.'., .CC xar mo aw ,o.w mr+rn- - yAhAr;/UtyA ,._to llo` rvAn,Ne/a1E IAlTERA TM., PS . mi.-w , - - -. Vn. _i - _ _ _ _ a, kT aFn PRDDTICT EVAILUA-1ION REPORT ONO. 3DA,MZ%:0i. $ MATERIAL CHARACTERISTIC;SAN_D SPECiFICATION: 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.), drawing No. 20-176, 7.. UMITATIONS_AND CONDITIONS OF U 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated an sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20ir1 Tti prepared by Tilteco; Inc. and signed and sealed by Walter A. Tillit, Jr„ P.E, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TOM, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). WATILL D;4 TILTFCO AOMON RECORDS 1 P. E. REPOFIT_20 TGLOBAL PROTECTION PRODUCTS, LLC N 20 GAGE GALVANIZED STEEL STORM PANEL) OftM 4 2D-176t REPORT #20-0728.01 L �� IIVIC- TILLrr TESTING & ENGINEERING COMPANY WALTERA. nUI IT, IR, P1, tifteco(A801_Com PRODUCT EVALUATION REPORT FL RX W Na 44167 ,1-1r,n.L,­va_ Nks4 REPORT NO.: 20-0727.02 PATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATEG IJ O Panels Storm arse s PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is`A Product Evaluation Report issued by Walter A. 711111t, Jr., P.E. (System ID # 1906)to the Global Protection Products, LLC, Rule Chapter No, 51G20-3, Method 1D of the Florida Department of Business and Professional Regulation, Thls, product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Cade, and to verify that the product is forthe purpose intended aft 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: Z1.PRODUCT EVALUATION DOCUMENT (P E b j Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL, sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07127i2020. This drawing is an inte��fg tp+oE is Evaluation Report. `.�` - �. rl/t7j,,� ?X,t , f� sir ': * '.y�c'Z, • xEORtad 6355N.W.36thStreet,Suite305,Miami, Florida33166-Pboac.(305)871-1r33_ (A COMPONENT fQl�( EGlv1{aAR Ni LIFE SAFETY STORM PANELS (SCALE 1/2-1') .-_-- (TOTAL WWH)-- _ _..----_.__�._..,_.�_._.. _._._ ..._.-__.,, r.___._--,__,..____ .__15.196- (TOTAL WrDTNii_ ---_._.-____,__ w I---._-12.5oo' (ERTECTW W877N,1--- ' r _. i. 0"--'" '"--s.aSO -. ip,; ,.5D9' I _J ,, .^ "S'. /e, 1 :1+� ,,S i - , 1..AS0---7 �, Y., 0.03e' Tel#1.. THICK --1 35O .. y " _, � `P, MII1. K.Ic HEMMED v -GRADE 50 MPUM i MEY../,' o TH Hras '65T �.�2b'S7' .036' ( 1. I r / t 2. d-6a V: tu, r +" {�y�;. EDGE �� I'>v7" ENE TG:7' GALVANIZED STEEL GAL AIM ) i �j� � � gk4 � � 2.000' 2.000' A- , A51M 863 TYA TYP F' � H M ""C - � T ,. DETAIL T W EM @ .'. NPAM@ OETANL cMDE s0 LOMMITM AJ A.1 ^L� EDGE - EOOE CIO I G -60 GALV. AIL A 4 Lr�TAl1- A ,S L➢iT 8.8' . , 4$ L-- ---- - - L_N, I Q STORM PANEL (tl END STORM PANEL --2.16Y--� - 1 -30' --1 �� PA7,F2Y END L+P --'-. , 1.230+.-`_-..,• t ,,DO'B .125' ,-..250."t10i SE18MES V4 5 .1� w/+EAIAFED EDGE _ . `~f f 4 ) 1 .10D' R a 11 —I I 1,125 1-C SRNS 614TED SS STW I8vp `.750'.-- zsD TD Aw%E e e * MWL�' 'r i I f _. 12 1/A' O.D, 12 ,/7'�O.G • l ff` ±O.DB' - -ADO -_. � 3.375" .093" ---i' + .�' ' i i.500" 1.560• 21 5" �„ _.� .083' .083' .09]' � 2.000' ,�IXAL 1 I =899' .938" ��.2.__-,r,�" � L 8.250 " 1 2,125` it 0.. 375 2. i..- _ t.2.`+t_':i T.:.L2�t ....,_..___I pf. l '-- 1.500 1..SD0 � _ S OMETRIC YiEW i}E'tAIL, A -'2'�",�...` 2.IXG ROUNOW CORNER O ENTIS Elf PANEL'S END UP W/ HEMMED EDGER' « « _ « " �.rt���Av 2 j �;Q 3 tl I{EAOF-R 4 $t(QJ;E /,� AN'Ii�1�l3i7W, 4 ANGLE WErN (N.T,$) R�'jrfN5E STUD I_. ___ --I VARIEB SEC DET. f..J 1/14 a 2/14 _ r.34+1• [yP TOP E00£ 374' D98' •37>!' OfSB+--..7'$0'..r-. L_- Asil,h ,- , 310, -125' ' s's-20. W. SER[S I - _ _ _-.1' L-__._ I i 77: "` S. SILO RNi7fl1 TO 1.407 `7 683' .37b` �3A4 a i,_ _ i0•.&:5` _ 8�0" t. ? Af�.tE O 18 ,/2' 0J90, 1.871 ` !4 I- _ _! T--- - + 390 -# PAiEL .IBal-, L-J. b---j��-j[Jj_�';�j�J�,j�[._1 : 1343` 1.679'\,.A 1500'-Fes`=�'- __ 1.06'./le'I I It, HOLE TOR . `..i lafD,T1M! AT I esr __�'�.D+ER,' PM0. OVERLAP f �• MaL :ae7' , • OBI'•-.___ _-.__.._) 7.006` KEY HOLE WASHER .ice ~.ZOOO.--.y') ,,..ose• (�) "F" TRAM 6/ 3%B« "17" TRACK (?) FLAT PLATED -ARM 0.D38' � 094' with STUD 04VM12@ STEEL .344',0 ,,,yaa1lay,+�ur%A Min. 15' lU'HG T , iy\ , •r ':{C-11 11 &,__'_',, _ at 'i1 : No, 44167__._T_.i -37V . *. * '�£ FLDRIDA BUILDING CODE Ht h Velocit Hurrlcons Zone1 f T..�: ,_AC NICKEL _ Q¢ STATE F .49-C f P+"6 "UDR Al 2D GAGE GALVARIMM STEEL STORM PANEL F' AFAR 8r ___ ?}SO' 12b ,:1875 PLATED WING NUT S"�.' CQ 04,_,�-­ NA .4 AT PANA'+h iQ1 I L E C C 1 rlc. GLOBAL PROTECTION PRODUCTSE LLC. F1 3AX- eD E nnM am R'39351'14 ® 2"X7"X1 f4" AVERNARNELY, tSE "N o NUT w/dR Z� T'WTa YS ALUMINUM ANGLE Mn o Rv0 Wus aR w/ AGAigNAL PAT -,ol a wA a v«PF�. R n,« ,+� Smu)mv-ru, Rn eWs+)ves-M7 20-176 w,.. VPQ ___ . -+ am -1.1 • 3IL'Ia3/32' wA9dfR (STAMIFSS G-OOP67t9 ®'.r W,raw 4.a so Aos,wl u", el Na SSF£1. DR NICKEL PLATED SIM). F SM/9mMTirtO;/DATE eMltEll A 1RllT h. P.£ aA - 1 722' sVt 9fQT ] M m P'R' MI C1't'yAl, •ATr6NRmPt7RT f1, 2G-G7 7.02 2 7.2._ TEST REPORT; Large missit Inpact load tests were performed undorSS7D 12-99 standard as per section 609.1 2-of the Florida p 1 Et to da Buildiri® Code, .Uniform static toads as per Section 1709-8,3, per ASTM E-33Q. Test re o s re sred Amedcan Testing p � p p by 9 Lab of South Florida, Report # 0814.01-01 dated 03/11102 witnessed by William R. Mehner, P.E.., Boriz Moroz, PIE. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, sighed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.P. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as,per section 16091.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.0140, dated Navember23, 2OiO, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc dated March 13, 2009, signed and sealed b Frank Grata P.E as 'erA TM E-B n g y p S and Tensile Test as per QC Metallurgical Report No, iQKM-Y131B, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E; as per ASTM E-B'. 3 STRUCTURAL ENGINEERING CALCULA'[iQNS• On 24 Gage Galvanized Steel Storm Parcel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12I18110 and 08/27113 (for this revision), signed and sealed by Walter A. Tillit, Jr„ P-E, 3 MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building. Code, as per SSTD 12-99 Standard and TAS 201. 4 WIND LOAN RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on 'sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 1% 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D,), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as anon -porous storm shutter assembly, as per SSTD 12-99 Standard. PRfiD T T V. T, AT1AN W.EfYRTN'Q 20-0727.01 3 S'. INSTALLATION: 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, 15, 16 and I of 18, of Product Evaluation Document (P.E.Q.), drawing No. 20-175. 6--MATERiAL CHARACTEi I"CSAND SPECiFICATIONS• Shall be strictly y In accordance with. General Notes and Components indicated on sheet 1 and 2 of 18, Of Product Evaluation Document (P,E.D,), drawing No, 20-175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7_,.I IMITATIONS AND CQIWDfTIONS OF U3E` 7.1. Shall be strictly in compliance with General Notes No_ 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175 prepared by Tilteco, inc. and signed and sealed by Walter A. Tillil, 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 Walter A. Wit, Jr., PE, (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). WArLL D_1 TILTECC ADMON RECC GALVANIZEC STEEL STORM 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, iW/10, 2W/10, SW/10, 4W/10, 6/5 SW/10,. 6W/11 &c 7w/tt 3" MAX AAIOI90Ra FOR COPtCRCTE 9E£ SCHEDULE ON SHEETS 8 & 9___._,_ 3• MAX __ --I' Moo ; ' -- FOR WOOD SEE SECDONS ON SHEETS 10 & II rt' M. - -. a -, o d f��� _. _-.---. _�.. q.-- __.,_... .._ ._ "-.'', __'Y__'t"„1`11,_. _ - --T---T--T _-.,._ _.....„._._.._. _.___. _ _ 4 f T u.NI., , ,�T"-T T -I 'i' `..:T 1 1 i i r r I I I . �v 1 1 1 /. ,r , , a /try, I,o.i-- j j i l ({ 1 I ` j I jj`jj nI-- l S jj} { 7 ] l 1 jj-- I 4'T i 1 , q I 1 I X 6 4 �_ -1 �', '� ____I I i__-L' ! 4--_ - - �- - -tI I _� I^- . I1 I Tq I A !! t I _ _ i 1 i i _ _ 1 I1 1 1 i P' _, ! ! 'IlII,&901:1P 1 Wj vri/8" . 3/12_ U...... D PANES 1 ID SOLT ;? (SEE SECTIONS AS i l I.WITS 0LTEAW/ 7/8s 3/32' APPLICABLE) 1 I , . (yEEoT10N5 Ai APPLICABLE) 9,y I a ?. i R I ' I _ i - _ i_. .1__L S.� _ ) _ A , _. .. _. ..__- _ <` y __r ......_. �.'''{Err ..... _ .__ ..__ _ �I Ii ]jJ)j 1 it I •1j i i f 8 i i 1 D,Ir1.. 4 .+ __ __ _ ._ __i_-' . _..._ .__ __ _._ __ __� __ _ . _ _ t rI C. C.T. r O _.._.....- 1_"--'___ ) 4+B , 4+ 6or, _ MAX ,._.-I' MMAl, -� 1/4, 2/4. 3/4, 4/4, 5/5, 7/5, 1` , -« 1W/1O, ZW/10, 3w/10, 4W/10, 6/5 SW/10, ISAl & 7w/11 `_J. - _ ANCHORS: MR WOON ETEE SECTIONS SEE RULEON O SEETS S 10 § B & 9 �.. - -_ ___.__._. . __ REGULAR STORM PANELS I & Ch ELEYATION N, 267' 1/4"MP:. CAP (dWi. mm'!-,at W� VAUiy) . 777s i4m 4GAP ! �U,IEIIA, 1 AM,,. i ,,�`A��c ..-, / �' 'j �',Xr-,_ FLORIDA BUILDING CODE (High VelocityHurricane Zane e,020 Turian, WN - 67 20 GAGE GALYANIZED STEEL StDRM PANEL DRAWN aFSECTION A_A= A':, . -1 '�".�'�� """"'"" GI OgAL PROTECTION PRODUCTS, LLC.°Ta 1°N.T.5. -.a'. "„yr �"�'> (IL/CrOINs,$��1� asm sw. m ATAa e! IdEk7IRIO CMrIANY,rMx, n. TAX (20-176 y� ,(• • ,, Web. >w. «, ssa ,aA vAas", aHssas. R v+« PHONE,- tpStj88-Y6M. TAX LW1)BEP'n7n Gi-OOpG]f9 DRAWING�. AlU l MIa - UPE1ATE wAtsOE A tRNt{ Wi4TE Pp- ,r 9R'FH 1 sW M .+-M (1) CU U) C0 Cv -1--r U _0 L_ (1)CL Q 0 O C — C6 -0— -0 D a)Cll }d C (D -0 C6 U C!3 0 C� 0 (] — CIO LL I..- 0 C6 > (n C_A U) 0 Co Q CQ 4-- C -P-.ica. cn Q L� 4 Z W J -_ INSTALLATION DETAILS FOR REGULA EANELS(I & ' DMiS FOR INMAM IN l INSTALLATION DETAILS FOR REGULAR PANELSCD &AA INTO EXISTING Pg.RED CONCRETE OR CONIGRETE BLOCK STRUCTURES OR" NSt TALLATION DETAILS FOR REGULAR PANELSC1� AWTQ EXISTING POURED C9 CAL�I-I, IP PAAEUATE fEMAE ro. t\. 4 MO. FOR l lLAR,. UFE Ti_+ M E-2 HAW R ilrf PAi�SYSTEM TI N T U CONCRETET LONG @lE ANCUORs PDA ELA a1E PLUS OR CF ,nP-i#01 �( } (SEE SGdWLE di 4Ef 6Q1EOlRt ON THEFT ! 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",l W CONCRETE BLOCK / 1 CASE O fPLANS �. %i. / ' Y • �' f- f/,rr -" '% %'t !. / jt I +AAW ---- -'- ----- _-__._-. .:� REOURED. 1 ITidNG PW1REAt 1 SCALE 3/,6+,• 5, I - f L_ �3/s'. 4w 0a4- 4\ _ _"J.V-m is �, Y- SS CORCRETE nR I -_ - - I SCALE s/,s l T/E pl(yT, F� y ,.. w �•�pzp,�I IOLTI . r SFf SECTIONS ON 12 aJwCdlEIE ANA.YAaS COFICRETE AdY14R5 / E.O. -;J.; CONCRUE ANGKN(3 4 NtIT d1 0'Y`A"ele 4 T �ws/s' �wC ( CONCRETE BLOCK i - E. :l EQ, sGafERW W 5?1m'- �; } r , av 7 twn t.i s.N.M a e oa Cd ETE ANCHORS W jlj. �,i fiD.TJa -/•', I REWIRED. : • t /2" w t, �NTy„ s t -,F; I DR wCO-0 C'� SEE soaewLE ON__ • r s --- .mo s- An iGtii REGULAR ROM P.LS (1i dos ELEVATION (SE.F SCHEDULE ON (SEE gulf ar \ iSEE'Si'NfnJLE aH \ r.A \ n.It sMa a M' ac / .I t - ._ j„-'��T% /I•" ,.. *. nv Rom.- ppA�o Oe,aWa,.. tr m o Wa Y NTa a _ >' s ,z " 50A.E 3 32'=�- SHE{T9 9 1FIl Do, &iEC,6 8 TN ',.I 9) SHFZ15 6 1HROVON 9) CALK -IN OR PASfAMA.TE '! ...••..."'--. -. ___ .- `d. a r- - t! e a 0. O w+YMfP aP+Pwte MNac .-Il .F"$OFRa, qr Wp¢ IMmIAa a � ! I i � �.,. j 1 / 4t O SHEETS 0 T,HfIdXOHi M) -. AI, ri,• lam �,I a,W.N sN¢rA W A eb Ij uE r, -' i t _ FrTAM.E A AN9 MSIANIE ,.!� cONCAETE hIYNRs r'�(- • _,.fit =H• Mnr- 4 `r�; ,•.::.'1 ;�: *,,`.u1 ',, l'v�*d.,tiF nwI wm m i2Nl=l! € +, .p - _--- _.._q__I 'tL--TEE-_�. i 1/a' wac. OAP L p+�� �L�/s �� M,����I/, PLUS OR vAP-OPoP 1+) 1 ,y I ' ( ."�z'.tYLT`"_...�.: 17iiMSX ma M%ff SHFL"fSSLY8K0AlH fDTM.) SHEETS 6 tNROUPH P) r. I .4 I ,�,,:" ' ..-�,%4 i i '� t 1 . I �,/ ._.__- _L i (MAN LNE4-Ap at wHou: VEIFY) 1)i11151EJCeIIg£� �* (SEE sc EwRE DN _ - - i L a H ? + --- 2.67" — - - - '$TM1. TWF# 4IILAAPYeRtt.-+_ t r ,, 1 j,F4 0-3/4" S.B. Btlf:T " W .+,,; � `v ✓ �yJ if8` �i,,��'•- WING NU'f "., ._____...n -'i x : MsW _....�.-� ... SCALE 3/8+1 SCAT e/8 T 5GNi 3/e-1SCALE 3/a-1' SCALE 3/B T' SCALE 3/8-7' aP'€AY4D W$ ae - A nn"D"W afar YHA iw«,n n I ' __ �ISOHkD AE ON. 1/4` MAK.. F__. .__.._ _.__ _T._ ... ._______°»� J CONCRETE AHAItroA5# C. 1 5i1q q) MCf 1 I @0E OF F%ITRN6 e. _ PeNT W W ANM:I ,,. ,ATE ANONORs SIAOOEREO -t= SCHIE U am - W 10 I 1 ED. •- EDGE OUTANCE :...._ 6PDdNING a E:O. r- EDGE b15TANCE _. I o7 W/ snap (SEE some" 00 SHEET 9) I NEW I- WIDE A VARIES x 1/a SEE SCHEOU(F V. 1 F fPtANI SHEET 9) RID DOIICOR REIE 9R r ECTION A- d Tvn l I� Y, YE It1!eNRd i (SEE SCHEDULE ON THICK A.MM: HURT OR 1` a ( $ I-_ <> '.. _� I, mD INEkT I 1 ___ £N]STING STUGGd/ PT, W006 PLATE SPACEN .. ;l-'- SHEErS 6 & 9) I. SCALE 3/r6-t' -..PPOpURNRED OONdBO't tRt 1%RfCKCTElIL9 CONCRETE REOUtrsEO SGd E 3/32 =,' ro mp I I SHEETS B 3 8) - ', ,. - W00o BAND / I C�INGRElE 1Wt]CK REOUIRM L. _ ._ ` I 1tC-E9fi -01+Iff �V ✓' I � 1TMIF31 ATI OF REt`TIf3NS: 1 1 A , r "NEW T` WIDE = VARIES A,/8" 1 1 R€a1IHm i H �3z I - DIRFM AND WALL MOMNTING :,1jaw Sill to co1K;RtTE AN,aHORs I TQP k 80ttOM MOUNTING$ CAN 1}f I ..I ... sr49 a mm MS HMN OF SECTIONS I 1. p_BP ALUM, TUBE OMQ OR I' I JNW - SCHC 1 1 is , a I COMBINED IN ANY WAY TO SUIT ANY CASE E iPLANI - (Y oc , tOP do 80TfOM MOUNTINGS CAN BED. C I :- aa+HININ4+ r` -'7 1 SCALE S/B�1' SCALE 3/8�1' C wx 1 i ,,�$��VE��(�R A. 1// ,,114 INSTALLATION RT ANY WAY To sulT ANY w j i5 FE15 Udt� v) 1 f' I Aqc CAM. IFd§7ALIATiDN. � 1 5f1LE a/I6-1' ,�LLl wir--,- r,4" `tlj4g1 1NS°I"AtiAiloN. ' --1-{+ i �+ o,;t E-- 1 ,�E A. t'C!/'na +"rd. 'I Ill} �.:;., ; \� a t10EN sjlc TDOSTT G PouRED I w . - ` s FLORIDA BUILDING CODE Mi h Yelaalfy Hurrtaane Ions) ,� ` -y wx. swm w+c1„ a. W. ".� El' - ' :� FLORIDA BUILDING CODE (High YeloeH HurHcans .Zone .try* :' OEM,t `.9 s FLORIDA BUILDING CODE High Ys1o0 NuN'rlaane Zone) C RETE -- ]rA'S••. -` 3 S - i SOIfEDUE , lf2. 7,Rn. CONCRETE BLOCK % EU,IAL a IIll PAW .13941 WN� �' g W2= TIAM. W. FP. - x N _ a1�a TKTR*. INC.FP. REOLXRCO_ ---- - -EDP---• _ E t4'; * 7 : Q ' "M' 20 GAGE GALYANIZF.D STEEL STORM PAMEI. F�'oT, DI mast e a v) I Ma,. REGuwED, . s. Tuxs ,er rt. E :+ 20 GAGE GALVANIZED STEEL STORM PANEL _ 67 � GALVANIZED STEEL STORM PANEL N _ 4 4i ZD GAGE GAI = Z fir+ 0 4! 167 01MWN eY: .NOTE Fa. r.DA9&LM�"nON aE crmDNs: 0 _ BMW or ISEE�s . T. OH ti 3 fl': 7A ' k= _ ..�..."� %� $ECTTON X-X i #; * - , E.D. - EDGE OWANCE r 4 Y 's _ SHLFT9 a n;RauaH a) x �+ : 1E ID/2r/3Wa sxALE 3/8=1` S <cy, -=4,,. GLOBAL PROTECTION PRODUCTS, U.C. °'�/�1D (sEE SCHI3?ULE ON TOP & BOTTOM MOL1NnNGs CAN sE = *'• # -_' -.--' ". GLOBAL PROTECTION PRODUCTS, LLC. '/'° a sot,., GLOBAL PROTECTION PRODUCTS, U.C. ATE S fie0R - - _ - I L C O 1rc, ""E sNkTT s COMBINED IN ANY WAY rD svn ANY = T 0l •. � C is INe C -IUNG f QQR MOUNTING .r e,%. OR14 .. 1%i1 % + Q IMF. Neao 9-w aD sRnT DETAIL FOR SPAC �. RE IRED AI OP OR ��•. f � s f 2� Al7Es j, 4 S Tt Tt$RN9 a ENa WELRRq awe FL$ n`AIIl i T' j IcmNa t cOMPAMr 4lWEa'sv4 NSTAL ATION. ',(j , to A +ID/ SM. s, s RFiI Z CCl IbN 7A F+y / II w.. T«, s» RH m amw a mRe « M1w w o u tss4Mev 2s+s FAX isn )wv •sTWT 20-176 B=14OTTOM TRACKS kOJACENT TO STEICCb/1NOi16 BANDS . 4t• A 1.. r,• II w a ,« �M w «. Rxmoa n ax,« taxSlRv-nos, r c ivs43eee soar 20-7 X6 y+ t Rt0 ,. , a aara Y even av1, 20-176 SCALE 318-1 r+h ALE 'd3 w- , a„_,we _ nN, wn9 m-1a a'+y $ wm m-1n1 wuvoc Rv: `�AMt �1 NA a ,v ... .... +R 1� e,A A,-r aw •, +aa : tNmI rH-wv , ra ,.,... • Iw. e«. « as aN, Areeaa,: as a. Hr silo RARE; (aw M-7sM, ROt 1.)SIM-alit Q NEi E a-O[nse,a .r.- aumno.: „s ze%wA.v+a: qh Sl AL cA-am621v +r. N, rI. _ TURFJaTY ,WL1FR A HOAR d,,, P:E. . va ,ulw. , _ _ A! -4rA TtifiE,rtbUE wAL/ER. A. TRAIT N*., Pr, . ac ».-+B . - FA ,m.M1wTE ++be. wN.1ER 1P ALIT Jr., P.E. tMSX FH-+COP "«.. ,aar+s ,«., 44Haa _ _ _ - HRMYl I w m. NFF' Iaaaa 4 .. .. ITrtEf ;5 a' b alaaM . aP I1-.a E J - - * -.. - 44t _ _ - - ±tNEsr e. ar 26 a - SHEET NO. SH 1.0 ,_„ aWN Y,asA 0 WALL ,AND FLOOR MQUNIINQ IN$IALLATION FOR SPLIT PANED X jo Wd�fR f }WaOGc g�xOy"�1w MIS ram°" I `r a`-Y ?" t` TOIYIP.ff. - x ..,-d31 SytR`x b1FifR1 M. 1' t - X9 s1tCs re+caN n, aw eu. X l> sawnsa Fn AAA aN SCALEt 1 t" SCAL#' 4 T '4`-Y Mw. PrNn w Yatwew xAi,Na w[..r.. ACi6kdL! aR Ni6 9 IVA- FI Max, x°Fca scp.} } i 1 } I I I I vwo. x a Aa i•�SA�.ti,t°XL MULLION .SCHEDULE QNoa. MUUJON SPAN (F4) • RFOUIIREU. 0, --� Tuar, MILLION " i $''-9` To $•-70° 2 x 5' x Ira`.. t de ys:{aysst R # P} OWIt Ydi`NI#N; ;: eRSEDV4E 44 3FdtW18 i, #, e. , fJf 3MEi' a # PS d ON �v0. OE $QN!! PRESSURE RATING rP id a SECTION S ..4 L 7aE.ST �RPA.Mi's�EWGS'H. GRIE"'S.D Nue� MaLtxN{ GAN ALA # RN iNLED Wr0 STORM RAMOS ON TOP OR BQTfGM SO THAT Sf to iUCATF3! A? to- OR wmM OF OPVWNG. (ONE :PAtNk. TRtE3IR19 Wr TUBE T4 & a0TICIM) VXWN SCALE. 1f4's1- AwNYrA#.L7 SOME 3/$"-1` O T INTO XI MNQ WQQQ KR A TURFS 1 VV4 a x' - w - V FANm vom r�s°na+sr'snsa�' ;'. ,... _-txeu-m �-• ^ g �,: " , . r,- i 'sk oaeP Wirt "e .�` ..!' �., :.. i ., #AY VA RRdx a It ae.. iw P*tlaW xIIA;N{ilGx i amnrodam wunar: .�-. � •-... :.r"M1.ttR' 1xAt•Tx _ .� m.. - 1 V#• m: PYC+B4b nk Csknw S4 AxOxW NAG+' IatrOf. M1Sntl✓ld Rt aRD awn .. ,t j I r, t } � sh Gd . j Part ,.. .� t f :z '. .g 3 i i � '.. .. n`% ......_._ .. er' fc t �• ,.. � M txaae xY. veers r +�ttYN 1 of exelbb Iz^+A. F A 1 a YfY 9Me1M'!IM . tr ...--............. - �[d 1. t i r Y x i r r I. wa I 1 a ,i r r c fP R( I i - 1 t aoY F 1 � Z: t a seR:ruaaaE f a e 1 d urr.. YE SttiRtiae - ON. era roa9 fAn. bN'/iM1g1, i 'is } t � 2i mAu: i Hrr:. sue9lxx. T ON Act I 1 I WALL fiGN1 IJ d' IMM - I►L i e V +I�rw".I�aR aYPre rx fF 3wR W fe A La^"ma MOLTNIIHG { t � L I�TA�4I TIaN -ATE S Yh a A•:Pa. xhYE Nxx • t iWu. vIM7XaFNi AT iWmR+xt of - xx4 axAPm mx # FIAtt rF.ILI a ik E Ma malulliTlNG WALL & 1+LDOII MOLINTiNa WILL Y6UNT}NI; tti1aN t tt i A i c .- .. NYV ,N�Al T1ali - liiEitljA�IY� jhl�s�l 'TECH_ ALTEFFN�TtYL � . (SECTION AT TOP IS UNITED 10 +55.5-B7.D MAX, SCALE: ty#" a Ir �T I.S.D. DES" PRESSURE RATING) Sr..x P•, If$". al t' smuz 1/e - 1• AtY•1#3F` {$ 7 ,ram t� @ cxA » rA PxaN,u+axes aK tom; i,&ITtofllfFy � ELaaEt iiaUlaTiNG 1TAJ*7ALLA Ile--r}ION 4AW I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS G * -RAMC A EL LEN T 8 -8`. AND PANEL'S P 0 UP T `��4�f�`✓'d� GEI4- `•. � P. s -; EMU s � FLORIDA BUILDING, CODE : Ni h V"eIAA1 *to "no %na. WOOD N Y. FOR NEW WDDO FRAME. CONSTRUCTION: WOOD MEMBERS TO BE SOL�TrIeFLN g.'' S % :. T Tom, PINE N9. 2, W SPECIFIC DENSITY OF 4.35 OR EGIUAL f .�. „. . .. .. No. 4 i E7 � 2D GAGE GALVANIZED STEEL STORL,i F.P. PANEL CF @ nDN T I OF Now �, at - r m z r GLOBAL PROTECTION PRODUCTS, C. " BAL O CTHfN O UCTS Li 4f._ -._. _ ! � �': �. INC. +Sao zw $r slRfzf � TOP & BOTTOM MOUNTINGS CAN BE COMBINED ANY WAY TO SUIT ANY ,�3,,::..i R1I1, '' -"' d"2-I> '4 ieS '•• Fi7 TTiLLIT Tes"" # a a c: ANr CAW. R. =4 Aaa3ASPx,wfxeY.4MY0ak n.3AdYA PHOIK {aNx,)6�-J'4YA. FAY: S9„N7�s-a19J 2tl-17S IN IN TALLATIT)N. ....•. .,., H #X ` /i% TELL. ----•�-'-- �.u�Dow,a �I m-mat mR +. mo. ati..:aaarar Ya 7WNYMG Wa fY}tA{A?G9E/SgTE fit MNL$A A IkL1T' #.. P.L I mb R*taa x '•. - - tGlti -SPUR to OF 8A COFAOIE'A AgANOP3 CIFNCRUE AN04M FOR OONCAiIE #NVNORSi AM "SCIOWE YAe SIM III (SEE SCMENU E --\ +,�• - fXS4 WTOOD s md: Im SEC`" 4N sa w i3 O'sEEINEAIN AN p•,a.„_ 1, 2` & IW/'1S S EE Y+i +1 I Pax Ea y. 7 R# 1A 2/4. W4, V4 on 4/4 1, 2 & fW/15 NOW Sw a jS PrtXRE17 C,@INCRETE } (E ..... L � 'zN4 _1. ._,L�._T_.. .. .. 4,`A i# E%a ( bm PANEL) tyu[ERgt ' (naENIDR P L3 II t H Ilk- SmINA1 ,ION al 0�s NUT R EVERY snm • to 9rz„ arx silRa O t//x I 1Tta ♦ 8 ff ( is W SW6:O/IQfTS itSM yJ,4) #. }}.:-' ' * 67¢Yxi$0.6.. -A L. CEf{CA<rIi) � I xi } x (kt#9aiiE iACAiMNN 1BuNor N h.;.IxpiRThz.'S CONCRETE ] s 3 } is !XiSLM WALL RwwrtEl : 1 /+T, 2/4, 2AL/k V4 sz 4/4 ' 1e 2, & Iiw/15 1, & iwo5 - ( .ALTERNATE LOCARON ON IWE SAFETY PANEL AREA WJNO LIFE SAFELY -PANELS Lo"rm 4F L79'E LSEE NOTE ISELOW} ' f `:. •. ,.,- .....- .. t a, Rot" PANELS */ 'OR _.,._,._-_,-.F-. SAFELY PANffL ---N , $- .+*a�+L� +a` /O '%%IONS ISEE MUTE 9 .. ON ':r%°''`.lt" f+',*' % d IiELLMLry EAST 1'.LNFL. TO I4g iNSTAL#EIO A4 +' (SEA SCNEOULE ON Tsff * DLLF rf1EET 1d} .0 ALWAYS BE flRiRAPEO sMr REAR P.ANOI.E: - ". pEgNp�F OR 5WOPTION Al FOR SAPEJY STORM Ra1bAEU CaNCRE:11 T:r W9.. ELe19R1uNiPAK�TO FACNILAI'E INSTAll.AiiAN N' l J.. T10#IMiEk c.d. ✓„ (J/ � OF STRUCitE -....., „� i0 ai NNSTALLFD OR 'FROG I I^LRIaRF}E ANCHORS t 1 PEIXO4ED NTX6E IEEESHUT � I:� EL A ION fI" mQuItI NIB IN n`PAti:ATit)!i Ml Np FLOOR # NT ld4i IN lit �TION SCALE 3 s2'-Y ..�dld. '� ,L f «- SECTION I scAL-O 3/a` _ ,` - SECTION 22 SCALE. Ira• g.. i" lyx, Nex.A:dt.. -Al CAW N'F asrv.'nr cLnaM PANL't L:tfF'M INSTRtY Adtf1N N LIFE SATIETY STOW PANEL CAN LOCATED AS •AN END PANEL (FIRST OR LAST PANEL! r. ..,. OR A9 AN RdiERNaR PANEL [ANY PFNE3. LOCATION N4 BETWEEN i1N0 PANELS}= I�AAk1 NA�t`& $ {pLTEANAIE LaATwON at> NOTE fi. LIFE WVY PANELS MAY OR MAY NOT BE DWALLED ADACENT TO RCGUtAN PANELS AT EtR# PAWM2S- (W/ OR. WfO REGULAR TRAITS.) sm "m II � LIFE SAFETY PANEL. CONSISTS OF D,0351- 4ALVANiZED SiEEYi. STORM PANEL AS 1aLinv x xvN .••` PER EOMPONENT 9. SHEET ail€' DRAWING. ,. SCALE sfa2'•.t" I" PANEL ALUWVY T. ITSELF TO BE ROMVEft OR INSTALLED FROM THE #0DE Of STRUCTURE. J. LIFE SAFETY PANEL REWRE.S TOP TRACK TO BE COMPONENT CD& BOTTOM TRACK TO OMMtftiNTT� NNN BE COMF"DNE �]AS REEL St E£T 2 OF THIS ORAWING. CO}dPUh"FJST Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLOMTNO SECTIONS i AF a 2 ON THIS BiT, AS WELL AS DETaLS 1 & 2 ON SHEET 14. r`�y4�:` t FLORIDA BUILDING CODE NE M yftlae3 Nurriaana Zone FOR 4. MIn.ax LINO PPOD is W. D {^ ANCHOR SP FORM Max. ANCHOR SPADING FOR OtXMP4wIEFt+' �ANCNDRAOE AT'. ROT!OM 35 DIVEMQ ON S 1EC4 IIG FF. UL L & Z ' IL * = 20 GAGE GALVANIZED STEEL STORM PANEL i , �, # : COMPONENT MAY aE PERMANENT OR REMOVABLE, 'Alt S SM DETAILS FOR INSiAU_ADQN INTO WOOD FRAME @UILOINFS ON SHE"Tc, IS, �' '', '•. P " GLOBAL PROTECTION PRODUCTS,LLC °7 Ot 4%s y YIOo IT s sRF If SEE SWEET 4 FOR DETAIL APPLICABLE TO NE NECESSITY FOR THE INSTALLATION OF A � TE$TwNG a AA ANY U. re_ �' 1+ x#° Iwli��-.. LCa&:ax.36,,wws.WxIm1P„rtvw NRRIi:'(9ai-A545.FAx:I9aAi�-a7iP 2D-1?d �... SPACERS AT TRACKS INSTALLED AWACENF AND BEYOND TO STUCCO/WOOD SANDS. I}ft �'M NnMxx 0Yx Has AN€EF:G aF .'� PL'�N�,rLLA�A'PLUTJIJF., RL , . {VAI.IO ONLY FOR P & INSTILLATIONS AS PEA SWT04 1 THAD 10, iN+ SNEE15 a. 5 k a} svp • SM.TED W/ i/d`k-Z.T' S5, N.S. # WNW AI "41R11AF # WOUND OF PAwn. (VALID ONLY FOR PANELS 1 &„ @ INSIALdATIUNS AS PER SECTIONS I ININ! 7, ON SHEETS a & 5) TO POESSLOE TO TO III or THM L z FLORIDA BUILDING CODE (NT h VSIQ l Ilurrlcan$ ZQOO ... z .' No. 416-7 . � 42M $RJm *m 2O @ACE GALVANIZED STEEL STORM PANEL a r9, = *'-^-'"..'� `,.,.....�,w.:. ++� ST fii.''<.. ""' ""' "W t4C. GLOBAL WHIR as: /"s"/""a�"'°" i Pi TECT" PRODUCTS, . 6 \d+- #► 1A y F j 4m IF* }i SiW'Ef -. a #" C�IiM"ANY. 9S 7 fk. 333fi 14Kmna..x I S6tisaOa -as#a. rAvi i4s+- ---- rH�Sjl} L� # "•! Fx«w,iNNttt+-uta.foeaM9Ar-+rnt ae:.. � mxx. �e..ml max A1uWe+a Q(n: : lIX}Gt L}1G :� pR'1V�W,Ti; cA-flflosrta WN3ER A T'#.Mi#.. PFp t YYNAe A SNW a or 20 �,. ___iti,}� ,i$(g4... ENRWi WFffiRit1AGi 'L'ONRWWfI � # T1#M t7bA�{-PIETA 'i"'-3' OR 6E49 8 7dt'i'T tRX8dL7£D i Tf�l7 ffi # 7 : ♦9a.S. -a20: s7'-5` ID a'-d' MAP. T 3/d`' UweM.TEO 9 7HR0 5 # 7 ��b, xza xts`-a` ra xt'-x` NNm,. ' x Ifx" t� a sR3,a, -4AC !2"-a"'.R Li.SS 3 ir2` NaixAtlYM A&r. DESK9N WARN© jP-+dY MffiiYN[I dUiFxlapl5 SPAOxYf• Ff1R E,a; 'r 3 tfx' •, $t�',Y } # a�Xt' pwktaw {g j kVfMlUM PANi1. it a;Ewc�zN "L° {t+,y TAPSaI CF 'UP -GRIP cYiLN-ae PAtlfiilLl7E PELLVf; \i P+NEaGR.E TO raNCRE+E arNcl#.TE a9Ca m AAUGREFE: 1E RI.00R m COFk#NEtE CWI4tNEi taa"-K m AfA,OWEIE AEm ie BeA4w m surexetE oaRe�s[ ad.pCfc $" NfA NrA , NJA b` N/A S` NIA C Nta i LiOP} S' r•' NJA NfA A* a` b" W" 6` #' 1 iaDTir}N} IC .. N/A we#A N/A 6` N/A m b* 4'lrA M' riJA � #FE1Pj.. a` N!R NIA WA 9" - N/A 5' N/A e` NfA:.... N/A.. N/A ax NIA - a` N/A i # y {TqP# AR+.E3S � LESS b' 5 NIA N/A e` a' s' �.. a NaDtiAAa}. 9` N/A t(#h N/A a` N/F. ) n S. NrA IafA. #` E` 8` 5' N/A N/A Qx ids' tf tyd` a 1dx n 1rw a 9d#' a.+r+" a 7J'R' ti I/<' s tTaPXUDTTGMi -.'Rs 91EF.TS da k IIFM A}MdIOR9 TrPE # 59#i&No FOR ir,WtAYCAtigNs xf10 WDOa FMI1K Rt1N.Wr0.. }RNRNRAI 'SPAGWtD3 AID A9MWUG i aA4'fANCE ARE aUE'FTED ON AID=fA1EDIJCE fi0A 4P.:LRS THAN MriCAiErOM 3CFi IEOWCE Ai0470E AMWAR SPFONia aY MUSffY:Y9AI SPRER}a StKYfIP,` aW 60Pti;Os14E 8Y Tk£ FCAIAWAK FACTORS NA 7WS bPEAAItON m � PttSSiatF. PEDUCEO SPXGa70 QffiT#MEO i�NR FACSitA SNAIL N6YI 9E QF.:S 'Pttf#X MxNWDM SFY[AIWO at1YG.'#qi RM i/�N �1iWW.HaA iPE nl tr1P.NaR5 t�ES[NO ��. APG 1yR a tdPlaN i f1"1r rr vr-9v tJ+'4 idd: if# u^ua-N 9om-�+ QIq. XItlMgR ]tlfA�xiD Dtkt 5 k b 3 5 1d2 1 m"fFm4RUNx cenrxM i+.t s s a a a .� iyx tax.Nr7 y�xx, 9rwa Hqt : - 3 a 3 Yya a ACM. 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RS. 0 $ 1da': r.G r 'v. `y w.. x" s.3:: e®n W O >r 4 it Mir 5-t S L FI,R PANEL IEt'ATRlS tA+ TO ANa ti IS b OR ITb_!D PANEiAiATE EE}uEE ID »R ` PANf�kFTE. PADS R 1Y IjII' 0.. G M11tt € BEG .'D � {{ a � .,.: �, � „ ..,.... IlX'* kN: SBRE'tl$ i a' Q.L" "'1 t y♦,+}•� ` U�p�x��^Ayxy� 4W !}I.4f. iY1E{ 1 'TALI 1}IRE40Er WETH7AAfi0N AY NaOMkUfll of tx+G N�fD P1A1E:9fw = ' `-: . x'xA* Ali"f , . ' R. f4 a9n- I4AOWE,x a NerAIMeN OF POM "-d:M£ , t" 31"N"' .t4L'%E. SCALE a •1' r6 { ,5 &L L�DIMAs tim m r°-s° afar. , '° i t `t DH=BUILD-itIF 1A MUTE : TRH N$ IWAIM s FORCLARITY 56tCE 3fa41'- 50ak.E 3{!L>st" x � � 's, 1, INSTALLATIONS ARE ONLY VALID FOR @UILDINGS WITH ASD. DESIGN WADS ' UP TO +55: AND PANELS LENGTH ;ills TD B -@ . .-*i; '[`"" ENS a �, . 'IL?�f ''' F1.ORIDA DUILDING COPE NI h VelsaN NurFicanNr ZonNt � Y ) ERA, CONSTRUCTION; - M • TO BE SOUTHERN D RAMS CO 2. T'4I$ NEW WOOD ME C(INSPRUC , WOOD EMBERS Oi#TH. S DENSITY OF 0.55 OR C7 PINE NO. 2, Wf SPECIFIC iY 4 fAt.. +' --...... E �D � � � �T m Gc � 2O OAGE GALVANIZED STEEL. STORM PANEL F� .. N ciT' FOR CON.I INATIDN OF __.... S. _ , . .. F' D � T V„ ,......+ GLOBAL PRO U B;it. PROTECT" PROD C LTC. f ai m; m , nx9E. 'Gr++ . # 9tTi Y Aar si 5A4-1. FL- I . tC3P 8 BOTTOM MDUNiiNGS CAN BE COMBINED IN ANY WAY TO SUIT ANY A'# fi� •..... - -.. k#y ,. { & T4. Nna Rxn M. i[9xAt AAKSW, n mr a: ig, � m-rNTY I>w L4m4Oax9^xSNa, TAR: Last 2L7-176 "� INSTALLATION,. XOY XNIG NNG11l..: #titer xc _ a WAASER A 1k -.01 KIL ! ru .. :. � m. 9NEEf tl OF M.. e ♦ E +' 4 •` y _ x aN 6*_*�f ..,. t •d e JANCRAN _LOOM PR''A4E IfATtiwN 4... TAP4atN CA -DTP t'Mdit-Rf PANELMA FBW€ R 6, PANELMME #llK APPUDMAE TO kw GCAN9NAtsE '°ONNORm t'd/CRRiETO 81dtCK. To iNJNFREiE INLOCY. D®NtF E 2Y.rDK to awGa: c!K'c 9d1DCw 8` N/A - NIA NfA 81 MIA 6" N/A 7' 9` H" S` a- ;9' 9' a' 9" 1 Cacaaraa) V-6, OR LESS 6` N/A N/A N/A a' :.. 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ON WEOTOR ANGi'R7A SS fATI RRR.IIPLMlNO SPACINIS FOU.OWA.E OR 50 OP R MI NRf ANC[ MI THE POLL FAC FA BALL ]FOR 11i OPERATION M TO BE POKSKE SPACING IiTin T NOT iMazN. N'SOQf SIW#. � LESS efxNAWtf SFACAAS 4 ANCI' aiaY.`RTEa #'!� EAL7f AROtfOA it1,E ,M'..ANtlNfAta I.ErENB, I f i Ile. r r _ 1 W r IATkYJtt +A IAF!%IxR Fl##liR6E CYIe-x# rx, #NstmA 9PAp47 Wt,S x � - � a x If[ dfaFRaR1A!Y5F ib i 3 d 3 S X x� iiat D a S 1/2 � Ltd A A^Nti ="K PFDPoIt (VALET ONLY FOR O& .I N� INSTALI AMONS AS PER SWIVORIS t THRO 10, ON SHEETS 4, 5 -Ai 5) RM ` FLORIDA BUILDING GDDE NN h VesaaT NuFFiaGno Zaera MIM 4167 = 1, a�aso Tum. INC. 20 GAGE GALVANIZED STEEL STORM PANEL F° pQ$AL PROTECTION PzoirTcrrS. u c. w. pA ¢`✓4" f4..S1Y I�" 8 fNa C.axWux. NaAfi. R S37$ Yt ERECT ...• xxc'adl. . i+ai �frr-ss;. i« «r.-ssr. A''P€• GP3'rk-_A+3. iA%. t9ti+.. 2@-1NIANNA?$ A#d#AN L..:. E- .+�.+r CA-Oaaa714 mm mwr ma k. rF 16 7MXMxLaA iANR�IOA 'SPACWND NLf1 a � tfx` *+ F S.[I. IQESIDM TAFCON N9` TAP -IMP iMbY-!w P#NEYiR+tE iEtlAlk YD �PN#i#iATE PLUS 341Rs SET SECTIONS A* # MAxRXL91 PANEL t~REaSUM� w.itNG (P.RN.} 1D 4sOF�7EiE TO TO 1L7 a4ti4AEiE R5tE f4 '4E At�iEtL BIA"K RTOCI id >tE i0 G6GGtEi£ fftXNCR 1D �E 8V>K!i �16_ to CGRtfl£7C IO t�NE7E fW53Cx fNt' LWARIM8.118N tv' t+�1 LENGTH 'E` SN.i B" N/A NrA N/A 6` N/A t' N/A N/A N/A NjA 4 tiF10PT a" #" N NfA NjA 8, NIA { N/A i {gS7TFOM} 8" I�}rA NrA. ...NfA G" NJA 8' N/A 6' MIA NIA N/A 2 (TOP) N/A NfA N/A B' NfA 3' 4fA 5" NfA N/A NfA Y (@T#TtaM) NIA NfA NfA. B` N/A 8° N/A B` N/A NfA. N/A 3 de $ (TOP) 9i-S TD 8'•-B« 'META LESS �, +. : N/A fA _8' 5" :.8" -.:G` S"NfA N/A 3 (�'7TTi1M} 8" N/A . NjA _NfA 6" N/A N{A 6' N/A N/A Njfi, 3 } 8" $" - ;.. 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FDR 1N6 aRERAtION iN5 aE REDIQCED SPRa'a9st Oa1VIaEO uSRNO #"AGFGH.. `a164i.N9T 9}E dE5„ i#We &iWRYA41fN. S£#Lliti iNE#DdTE'1F FlRt £AGM ANCHOR TIDE AT AwCaN'+RS LEGENS, ApdW1L TfFt -xwGar - Y/#'t � vp-aw � 3auo-ems ' w. ra�WR tR^NGar9 iAkS s a A s s zpa 3 as,afHUx� �YRk S� leo.AWaI �'mxNm NAB, IA 1 .: 3 J S. tf4. 3 idz - 31 INTO EXISTING W DQD =!JRES . �, r d-TD PANFIXARTE P1L75 J i ,.„... .,+ 4O PM}E1.MATE P1U5 J9 -i}I�i9dFk _ t ...._ 0 PAO.C. T£ i7 5 a.O..WJ r8 7NRFFDEi1 :'FNEfRA 'FELON 1Y.1 3. 70 s 1 ,L ExrsnN>r ,tvao DER _ e # :.::.PENfKRMM7N TC t G iN - YXKiD DER ,. e. f a• 7 .' WOOD NFADEW E7fISRNC Od r= 3 1 { 1 A - i s 's r� S 1 3 A i # I 7 A I t I as AF /� r CAW 1ITIMI IF WOOO HEADER FOOD HEADER VIA. REWRED i SEE S'laXtotE ON i 1 4 FIR SEf'AFA. t A SFk SaeMLt„ OwV } FOR IHLAiKNI t aFE Wi i ®t`SRe SPi'A+AtIRI ; , I m NM%. RANEL LENGTH _ -.. ».-•; Atari. PA#xik LENGfl3 -- b Mar.. PAINb. } SEE NOTk :9: � a��xr7Yi�� z ( a } i NNYIE E a*r- / x'R- I ;4r I l I NG94I i 7 # I I I ' t$j€ EE fd R t I rD i OF 1" 1 � 3 I ' I 1 MAR i I � { 1 { I MAX € I _ is W 7 .. r e ..�' a, NWdF a r j € li�.___.w:.e.:f....,._�. } Y 'ova.. its ETL ra I NEW M[f # x c t : I EOM..-. f ..._«.............s...,t.. ,. _.......,.J L . e 3 •.. T WDUO 4 } i t6. ;. , a „. 2`M" W,xJIY PLA. 2`a4` WgDUr i ', I �t '' ..-0 MIN. TtiREABEO 2'xd' R3ATE -, s }...,dli'.' i+^9D PANawir PLUS RE'G4JQRE0 t t 8 D.C. Wr 1 7d8` ,: �: REQUIRED "[` . I , ij REWl✓R£O `5 , �. f' I PM.M.7m At IXIt9/ADTN O' 'LATE j i ATi6N N4 �.: t i tt M6D VNL!'fTN OF PLATE,....,1R� OF PL 7 oo. STA ! 1 y f2. MN.. 4 '} i(fl RFApF At PLATE _. �}1.___Y..e ' f MOVAOIN -... SCALE 3r8-f, SEALS 3/a.Q„' 1" iNSTAUAMONS FOR ALT£VMTNE5 @W. 9W & TOW ONLY VALID FOR BUILDINGS WON A50, DESGN LOADS LIP TO +43.8, -4&0 AND µITHIIN}N' W##r# Ilse, PANEL'S LENGTH UP TO 12"-4' ,E4; .T, � 2. FOR NEW WOOD FRAIAE CONSTRUCTW* WOOD MEMBERS TO BE SOUTHERN . -. '., l * •. FLORIDA BUILDING GORE Ne h VstaaB NurFlcana Zono R PINE NO. 2, Wf SPECIFIC DENSIT"M OF D«S3 O EOUAL.: n 2=2: - D, r � PI , * � nlEla INL CA 2O GAGE LVA/tlZEO STEEL STORM PANEL x . , TOP - MDtlP$RNOS CAN 8 (OP A @DTi13M E A Y COM@iNe"O IN. ANY TI ANY a .. - f� -L TE z S -�.. J .. . ,..-. -. --. IC" aamamW GLOBAL •�.. PROTECTION PRODUCTS LTC. x a7 d mr/aa}9 rA 76 STALiA1TO ,.. 1� a .... ... r`i. R "Y ii �; L �j • Xh#XXfP .. .....�.. . Aaoa W. 1 SL41Ee" � a DIME. FINONE; ilkit ^dC.tS:> FAIL S+St -aIRJ x+ "Cbi} lf1-Y•� H , NN-1dD, :Rv w. e_mrsnm om team Msrmr - 0-17 i FI !4 dtir. -L fi+t-aM9J1C NALTEit A &i8Y • `' «vas _ A - Sfeit 37 ftf —"'It . 1 I F T —4— Vt{` ' I' Mill" «' IIIQ t1511 WOOD STRUCTURES P, Ef S't@f0 'IOOr '11FAbER , sn;" EUp {Ivy, w s I i. I y_ ...7 { on t �� g r Dolt ` NYN4A WFAi#1# ! i Mall", REi71JtRE4 yy�#gO Von k ; `012 , ° AiTEMAIN � tl a` rAn. +d t TO W1ra, ,a I�t.1j) r I ^-*" SEPARA4XAN 5 � F : TO'OSA35 Eo� .- i oz +. to I E a to a i } I° ! s wow P�n „fl At'eRiQIEO 4- % 1. W6� PIAIE 1NAINWEO 1:1 ,l r S 14 L ` " } ' o. I, AL� TERNA_TIV6.3 ALTERNATIVE 4 RE4EfRE0 I g,{ S¢REWs 1d?' ,�'`4 OR.J idd'LIO,rsdA' LONG YKTASR NRB" W'(. i�ay=- . 0 A` 0& m �N QD EMME&DEDMMA ANCHOR LOCATIONS r F nwa 0 OR D M9 to PLATE �t)o NONE . Ssa{f " 1R:LCNes NOT wo" MR SJAmry wAlela. k>��Il:�TIL�G TION Nt1 ilglnxOx t�R Tuz>�.•, ' .iN.I ALTER ATIVE IN s� g - 7 = }LORD LD Y tY N Zan. 1 A Bali ING CODE NI h slaoi Nu *an* A - +abTa mrtOO. W- P P. D GA V FEED N PANEL 2 GE GAL AN STEEL STOR xW�rWN O,,, t, o4KNR.IATITNNy A ONLY FFR @1ALrN.W WFIN AS 0. OCRON LOFTS UP TU +Ba3 -rt.a re» wags E1N a TO R'-a, WS»}r MEkaERS TU. SOt1i.Ni#rN •{t`., a 9p",.,L R1 `. ,. w. /� f:. `j' ^ ,, ••' :.. ,. i X e.+N1 IN4.. 97fDAM- tf GLOBAL PROtECT10N PRODUCTS, Lt1G, N2D S;1P 5S $iREF;i x.: MRNEWW406? FRAME ATNNSTWUCIKlW Pox Na.:. W/ SPEa1F" 9C HERS OF OS5 0 €OUfJ.- �v• �tfi'�si} Pe�• !' .. Tlt{,ti' # Efi01lIECRFWa Ca p4NY' sQt' , iY.. 333#1 Zit-3 i8. ... aA ##ffNT 1LaxxtT -...Pi xm.w m< a. sa.. W[aaa amw IYmzi .-[Nri rn_,�a . Ix. a tNLYa ere_1ea Pam t9a.-.'rs#s, xi.: Sass7#ae-rXsi a.. r am c wc, +TPS.irh7lT G-0409719 WALIER A by F,€ t am thrAx x _ 'SNE27 i5 a* XW x _ „ +-x N N c— Ca N �--d U N � Q Q- O O Ca � N -0 U O �L c O O � cu O � I — ca ^O^,, .— V J cf) W cu O 0_ U O ^^L I..L U /� V CIO MM G Q Z Z Q ^J n SHEET NO. SH 1.1 (DES SECTIONS ON SHEETS 17, 18, is k. 3' MAX, 3A/#Y• ++✓+>. SA/ 0. 38/1x, ,re/#x. 51VII, *" MAX. MIN, YOAW/ie,. 7AYT/t9 a !MY/20 aIWf 3S, W" ;Ie'a m1'%20 '!" tA#Ni, i I l I tf f i' i k FIT P i ' r REDAR + 9 s t F I� 4 f f j � iNNF MfY w�R +S f I , PlERAP # Jj L g s � { i x} MA14. (�, 34J17WIT. S+yt�r r. 4 MA a LOOT 3 RTM Emil, }!` xi SBt1l: :«•». Mxa< +fps eAw/1• >Xw/19 R #acwrar! `� eerNfa xavrf#A awr2a j• y (SEE SECTIONS ON SHEETS 17, ie, TB & SCALE a/t8'..y'.. irr Mac OP SECTION A -A SCALE 3/Y >,- ! � -- ! M! e..:, .. a .:. ► ...� A - - ! - ___: MAXIMUM A.S.D. DESIGN PRESSURE Max, PANEL LENGTH L {fit.) MINIMUM SEPARATION PANEL RATING (;>S.T,) (SEE sic-nONS) TO GLASS CONDITION +55A -72,0 8'-B' 2 3/4" UNBOLTED PANEL LENGTH (SEE-SOHET.IULET jCl1C}XLSTING WOOj?_1 ,Il R -ir-Y`tr- r K ��- 'IYEAOIR VEDOa HARDER i ,- s9 a w#»D HEADER REOU�EO V e�i5.��� '' '"��:G7AEffD n¢w4ti0 to1a4s b TAPCa1d O 8" a,C, • A YAPCaN Q A" O.C. . TAPWN $ 8` aiG. /i t/1 tNN, THREADED` •- ) ?. .._r } i 2' 1YLN. 7RIR64pEPO .= 's f `-Yl 1 t V MIN. rwwA ¢ Pi#A d RY AT wDW, I I / . PEY�'.ETiAT10N `r ! , AlA9 WOW ,' - ±:.' AT ,. , HEADER r n #NF67ER ,f # r � HFFPT/f`.R ws(YO t ,S 3 PE!@iRATKR! 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I:a, - i #'P^YY%i3f4'SS M.S. w F - �.f E0. ...r 6 ale WING @._ ^ 1�(. ;. xr8'Tht3j3x" WING" NUT j svASHEn ,C I 3 fi t. - 7JMAra/32` WtN4 NUT f _/e 3 „ .r 1 1 a x x• o.c '`. WASHER WASIEERO ix 1/2,o,O. t l %` I NUT 't+ (BEYOND) le. ( YCN '4 1 TAPGLYT a 8' O G , i f I, S ` 9YA9FEER ($EYOHD) t #'r Y+ ODN ) ' _9ji'9 iA: C0N O8"a.e., q ` 'tarWGCRED t ,y `, WK. PIREAom WJ SFUD) i�aTAGOFAEO w/ SiaOj i P a € W T O x" WN, TNNRFAOEU L I WINN, THASUE.a `'% t d = RiATiEfa/Y AT LAlYWA77N 4 I } .---.`t,--....... P #TON AT VOMDT%! ._.. ,S,.a.,.._...,_ _. TWN A7 MIOIHOSH - 4_-"'�.:. OF PLATE OF WATT , i i '. ..- • wUaO PLATE PLATE ^€ `,........_...__� wooD 4 RN,4- WOODRUDE PLATE .._ , ED 14TilLL MOUKTINQ A TALAM W" MQUWM t IN3T` ELATION WAWALLM MOUR IN�i•Y llUTf ft>.'E TA R RAC ALVERAIDTLAW I�'�MMIK YE B84V sCAt s/$"-v"OMMEML g gE6tR PANEL I�SAPM PANEL 3/r-I` -. S"N-E 9/8`�t" SCALE 3/8`-1' � #�N�)l ySIn l e " L�SF ,. K's FLORIDA BUILDING CODE 41 VelocityNu 1 INSTALLATIONSARE ONLY VALID FOR SQ[UMMG.S WnH AS.6. DESIGN LOADS „'� h tons Tone UP TO t55,5, -72-0 PSF AM PANEL'S LENGTH UP TO W-fr $ + 0 tr xm W_ .. " ZO GAGE GALVANIZED STEEL STORM PANEL F'N 2. MR HEW WOOD FRAME GaNSf9NlCRSIN: SNOW MEMBERS To Ya Be SOUTHERN s - fa00/ w PINE NO,. 2. wr SPECFIc msrrY or D.55 no EoLw. i".k : fEr :.��,y�-�, �3 ^"""'^-�^'®`, g ''�' GLOBAL PROTECTION PROIIUCTS, LLC." i i lii 'i'"...., YESiRlTY a ENO RIND O RANY WILE', R. 3T314 xr«:. a. YPN waw o+naw, re..Aair PNgYE tass73�•-raAaauc {owJaRa�reT 24-978. '�, 5,�/O i1L��+' nR1 sn.ioD.. ry : iW w,_,ai L4LAMMNG:. i!/lYlNN Y#iY3i¢P,E. na-ODGitttr +fLr iOOWfir amt IDLL+ER A.iNiT 9 aT-;vA _ W OF 2e C R S ! 0 E-Z HANG (SCALE 1/2-T") N,146 TAL wIDrH I ,350 1 ti N yy eP Y 5• : x soa" a7s' O T pP. !/1 2.557' 0.03fi' MWt, IN" TEEL : 'NEMME'D,., ' T * g.,y(yO• 22i4° OKVAm l st£e EDGE i I x:000' 2 A- - -N HEMMED TOP. ASTM G53 : �pE4. i _ { GAA:OE:. $O MRdiMUM DE7 l EOOE ! Oa. +1B.B i _ - S '2 a�t `Tc7, q � REVERSED b" Ma � REVr RSEO wtl" TRACif PANE3.Ys MT'10 Wr .0,,YMER EAGE %0'r+ ,✓ -..: .,. `t"_ AWL• .Bt,;r l'" ++, 3D.8B' 1 Jf ., HEMMEJI , .. SMmETRiIP Y#FSN i}TT'TAIf A i" - ___ x.Oso" 2.00 " 'E D ,. _' ROUNOL"Ti C9RN R ENDS OF E p PAm,Et.. S END UP W/ HEMMED EDGE: :tZS" (N.T,S) -_3.ROa__j 1iYp•1 !I 1 w r K A� B ? ANGLE B x5 3 C� CCU �,�IaacA,._�il,i� A. CL_ OD61-TS Akon, ALLOY (I i w rT „ ,058" O +. 'r X ti✓ 1EE 1 3 *; FLORIDA 'BUILDING COGS (High Velocity Hurr#cane Zang TiY e.. a .102 M MTEGs, INC, rA WE OF 20 GAGE GALVANiZEG r ( STEEL STORM PANEL 3" tAutr QI{I1Y w d Mi I c SS ' �s GLOBAL PROTECTION PRODUCTS, L► C. °'ram w t11 Y 4/SIn 1+I..AMG"ri _ mum 'rw / i A �� �. 6 �r � INC. s etc 1I' LONG A! !i}YNHM.K"I AAOO s,W 51 STREET ����- LLYr TEmxq a ENesYEeRCNo a`..a. Ft: sva4 �2G-1715 NNf. W. s.. �. YnaiAi nriWX n n1a. P1ImeC {YM47eds-M3A3r TAx: IAis]tlb9-Arse. 6D61TS Aium, ALLOY iegw n+_sale , rr r Pa3 Nn-Cos P.C. �TiMF'.jT3LlE Ch-C�i7f9 MFr vr+.R DR"" N. WNaER A TALiT Jr„ PE. >Gw LNiET s2 OF IM TAPCON ANCHORS ,...1�4 TAF'CCA ANCHORS 1✓'#• TAPCON WCON ANC?u" O.C. Q 4` O.C= ''-! B'-Ca, POURED MOR ; CONCR ' t CaYYGRETERE BLOCK. REWIRED .S "' TAINXrl� BLOCK REOUA:EIT 1 y[--E',� yy OR CPOUONCRETE E Mm REWIRED ONT . � Vn svASNRrx 9 f mrT.r t10 � �_ # MA. SFPMNYe, fO � WRIT iPT ` I E Pe. P,PA1NEde 1D $ cPm. i f-�..,V' S 4� 111'1,-SOD!' S,6 n 9 , p • �... R 0` I r 3/32" " NUT.. ER ai 12 1/2` D.C. ANCHORS / STUD) a/#•r TYPE R SEE SHUT to A 20 FOR Al000 AAE6 a Tot � . 11111 SPA.OWC FOR INSTAAL1O1AT PRD 'RAaOOD W. A11C1sX mAfFiO T4rc} 3 FpAw B MP+. WNK M MMIMNM ANY%lOfY E WINNOS AND #YRNRW LTN.'E DWIAMM„E ARE NWrGO@ ON THIS *m6A*bk.1 CnNri4 YOs:I 9 SCOE01RE FOR t.0. LISS THAN MaCATE:t Ilk Waw►1 mAM4 rw 4 E ANCHOR SC7#:AUi£ REDUCE ANGYOR SPACIAL 91 ED M!A'DPI-WIC SPACFNC sMQlNN SCHEDULE AGSM, FA 0®YE I'laSYGFj :AOYCR sr THE. � flu•7trfr&: i:>A TIYlS FOR OPEP-mv 10EPWm9fGmSPACIG 090440 u NOT BE Lm THAN MLNAAAY SPAGNG WvAvtn FOR EACH ANCHOR 'TYPE ON TH8 StU1E0ULE _. _ _-r°F ___ 3" EIOS. 1gig CLASS ( a v 1 M3�,i32' 3 itW'�IM P ate' O�Yi]tlAP #r'- �/ I ' /A b-20r34"SS, I MS' $ Wr 1 $ Az9/35 WING NUT CLASHER I ' 1x 1/ O.C. i TAPCON AN04M i/x' oz, < A -4 TTH T0.0WI WALL MOUNTINGS INSTALLATION ALT£RMATtVEAR 6AW SCALE 3/9'<s1" 1. 1WrA,LATONS ARE ONLY VALID FOR 8URIANGS WITH A.S.D. DESIGN LOBOS UP TO +55,5, -77-0 P.SF AND PANEL'S LENGTH- UP 10 2, FOR NEW WOOD FRAME CONSTRUE"nRk WOOD MEMBERS TO BE SOUTHERN -PINE NO. ,x, W/ SPEGFIC DENSITY OF 0.55 OR FOLW_.- M.S At NUT WASHER 3'/24 T EE.NmE x TYEL1rAT �y 4 wr oA w/a i ��y I> Ie.,G )lAri` S.MS. T' 4 4`f24 "N?J'•YfJ UHT NOTE 2 SLOW) 3* M#K. 2'/24 1'f24 4 43 AT>xA( FOR f7NK:RETE AYpKNIS 3Fd 1 A c SECTRAS ON SHEIT 26ss;Rt'w, ,_......1''am ,l-i1--'?"""" Q� s rm` uts rnY s xs! _`1 (A. s t M.5 T$m DF Orr ��?`_w ,�. Yrz•.,�.., rr , l f { l , 9 1 f t a I ty` i I , 1i h �. t` Jn' �ft(( lull rS A H i I] ,. _ � " t:- -;- »7--5 r , 60 X Y: .a^r.:-r°.,r-sk4•r-o-_r M.. <r• --r-r-r"-'-r--•-r:--r--r'r-r'T- 'c-,__,_,. 60. ,i "E. RTat AN3om Z . OR #iIFAtDR PANEL. i f t LTMYEIA PA+EEI (wTERK1R P g PANEL) L } ASO ' ONSEwOP }Ftet iAtNYla TENo EL).. RatiRWR P - R P i '�`''} { INTE7ErO END PAN I APmJ t Ei} A I I NONE x m # 'N A SEE 3, B. 7i 3 SEE 07E BELNYA` NONE x t $EL jE i i {ji 1 T r Ti -47 t i ! si. i 7 4 s3/ ,� __ow g # M8r n I] t1 C.._... L 1,., as tt •€.• �,.x ,- .,. - _ ,.. , 17 ;,,.. 1 SEE Rare e oni FaR WNCREYi AIRFOR 'ict$.N, U4Y 9E �i%AP't31'Y 1tEbTdn 3P t: AGn i SEC�a :ROu SHOT 2A ,• Frxe. 1/3` 1 ih'.% .Y.T ANEIB P 3 @aTQwr aR Wra(16 ,7j AeTsl_ n - B, '" P s EASY G SH . TO hV4MLLEA AT EAr3 LAST PANEc CtI is BE INSTALLED AT I7.01? DELVING ALMNkY9 � YsYKiVHTTJ w� OPEOEN7�ALI RERR F1ANkcE Tfl =HATE fiYSYALEAiTtlt# �: BESEL ..+ I., #'�SIRSN."'iRE STALLED FROM . 10" Sf;2" . t' 9NSiDE OF STRUCTURE - SCALE Dr32` W 1' era` Rae 'CAA 1r#' # BAA r:t/#' W:. GAP Oft` Y#nx GAP--)'-. l To. 0 wr oR W roe, . TE.RNA1& MqR �#, ECTIflN B-8 '�' 1Tr Faro RAIms7 SC,Mf 3r3x' T� 8t17F6' ; SCALE vu` ,+ 1• (1). DEFiNITKNI E1F SfT.NES. tYKWi: E - PANEL + SYS..MM JIDTgS t TFACICS AAt pR✓,N:L CONNUS�ORG 1O" (i;l, Qf,F2AiPi0N 'iF�+a: cF,� . 1 �1n1' E - x W)4 STORM' PANEL SYSTEM CONSISTING OF PANEL, :I (?OAT BOTTOM W/ PANEUMTES, Cont. TRACKS TOP st Bottom, - (2). END PANELS SMALL ALWAYS BE CONNE'CYEO TO E%# SILL WAIL BY MEANS OF P d ANEUM OR FUSED HTLY W 18" T - x D PANELS B ALWAYS TS , LONG N {) Sk Id.N. Be PR£YrIDEO A7 Top gWF#N�E COT�71P��8r7fiaM TRACK OTHET+WIVSE A 5TN' &A SNNA.BE ODNNECIEO#/l4`D-20x3.4� Wj. 7� ,2•END PANELS WING NOT OR tj/- 20w3 Mtn: iY6u YNTC 7APPE0 2 (iKOErnY AS {3}, iT` ENO PANELS ARE CONNECTED 70 BtliTCIaY TRACK, CONNECTION SY•YAtt CONSIST of DESCRIBED ON NOTE m Ow);. M.5 // /R'RA�jj32` wDNr NUT 1/#'exS/4" MIT ?HU TWO (3). FOR OASES WHEN END PANELS ARE: ER Wf 1H° LONG TAT INTO TAPPED dTOTTOfN TRACK. NDEA'90N OF FASTENERS MAY BE A7 EITHER OF TWO F USE CONNECTED ERT? END NN41YEt,S ARE NOT X T S 04Nt#EL:YET3 To B(.}TTt.RA EYTER#OR ELA FLANGE OF END PANSY_ TRACK 2 S? OP BAR 6 SHALL BE PROVIDED AT TOP OF S SUCH PANTiS. # . - ONLY THAT O {) M EN PANELK ARE NOT CONNECTED TO BOTTOM. FRAO#C (E.a A STEP BAR Qsj, FOR ENSFAiNA7TOPY4 WHEN END PANELS AND $TOME iNTER10R PANELS Ai2E DTRECTi„Y (5 ONLY USED AT TOP) AT LEAST PANTOS.N SUC BE CONNECTED Ti BOTTOM TRACK. MOUNTED. to EXISTING SILL WALL BY MEANS OF PANEL4A'f6S, ONE rMTR7OR PANEL US NO SPECS INDICATED ON NOTE 3 ABOVE.. IN SUCH CAS CON .. N P. ( £, NEY,TW 4F ANTIS } (3) A' MAY $E USED JOINYE.. W TRACK A7 BOTTOM ATTAOHANG. BOTTOM N 7 / TT TRACK TD WALL TO TTOM RAC# :MAY F BOTTOM OCCUR A AYM F. Y#Otl, ANEL LOCH w TED T iS1E#JdA F / 'TEES FOLLOWING SN6 J SMNT7WMY ON F.#.EVAI4DF# AND w x S - SECTION t' 3' H # Mi., E SEE : #' ON S x ,SEE ANCHOR SCHEDULE M EDGE DYST+iNGE. FOR 1 P C ,� & £CI HO SG [BT LE ON SHEET 2 . tTUS NiETONTR AAlFL USED JD Y w a LT7FS \ll/tY N{TT NEED T 1 Y Q BE CBPS#.EGTiD TO By ANY M S r!Y F?N TRACK ' ii SNAT.T_ INST (ypE LEFT N& RIGHT SIDE OF �ft PANEL) RAVE r�ztij`�'XA'ii1ElFF `tia1L"Q\ W€REAPS J2ET'A1YPA9EBY .• �GEN `', FLORIDA BUILDING CODE N# R Velocity Hu cone Zone) . PAW TLIVI O. 4 167 2GGAGECAVANIZiD STEEL STORM PANEL P �i et y /se/awa - sfat .{�F - GLOBAL. PROTECTION PRODUCTS, LLC. aM� �fl C t YY��. �. OD ccRM.p1E, 3197E ANY A+t C� � .. .• V f H# �MA,A 9h YP, wuuN% r A»W 44iWIE;- (wy#76AA-7'611i.e, TNtc ERSij@L9-8ji17 20"176 iY p yy=A �,tarT sal -Coe .tn.s fFM 1P5.1t31 "yrr�i9/(j%! F EA-WMRYtA ik rPrfrui. wR, ainw ereP+. r,w ttlIANENYNo i/}N'YYYY NY\pA* .£. SYx1)ENwAIi1RE/Lw7E WA4.'YER A SlttTi ,N„ P.6 l R P - G bSTRUCTURES - ... -.... TAPDON ANCHORS- L�#° TAPWN MOORS. R®rr tl" 64 $ 4" ox,. POURED OOYYCR&TE . 4 "' TRY CaNCRE7E Rt9C,K" ,_':. s '` F ' I>OUREO GaNCREfE � �, DDNLxTET'F BtIA.14S, REOUIREO .1 REOUIR£D i E.O.• jj COLT I WRn iq ' { } waaT tp r SIN I l EIItSRt$x,{ E A GLASS E m- T...« ! a a 1 /T4-1$"k PAN£.A4TC PLUS SFr NUT ,,., PAREUAh1E PLUS At .. ij$: 3/WS WING NUT WASHER WIND WARNER K a. T3RsTESLOCN _ i OOdN�dT€TE ALO4`iti. AEou1REO ATiO� E 0���l� REOUTRED WALL MOUI sAL1 SCAi<E 3/fl mi` NO, My� SCALE 3/B"..T,e Inm yiiElyE. mmim WININNIL, Sp UK mom SE`. . z No. 44167 = FLORIDA BUILDING LOGE (NiYa#oot#y No cone zone .. :°''c• ' Rh TATEpc 20 GAGE GALVANIZED STEEL STORM PANEL IYRAW.BY. - SCHEDULE %r. � c ,Oil ' . �ee p iir V ENE, ♦yls GLOBAL PROTECTION PRODUCTS, LLG. °Trtz sP QNL - ek it 1ut',t ! Yi#YfY="it ` Nn aw . � �,a1Mq, 1'u : Fi+oNE: #dliW6s-Tui#, fnie LP�+PY �P7ss 20-176 __. A r Nis.tsM. Fr: PaYb m»mi . _ ct-mGfitA. x4 w :rawer .ia.... o, « , ` irew°ri .� OalMr�s Ne: P,E ;�NatiRE/WTE WATER A �, PL . Qyrn.ua r „ :3NFET Ye #F 2y ffiEE SHEET Ys fk � TAPE h �'- 3PADINS ;FOR iMRr WOOD FPi4Ai OnJ 7 3 iidCXpR�£AC9N",Ca �+ * TEAL �a4P+VNNa 0 3 srAerouLe FIXY r3T. 76YM+ R30IDATffi am W,P ASwY iaowe ems !+) s s ,� SCHEWI tYi)SOCS AY#p11N� SPAfAIC er MtR.TIP119N4 SPA[s#O SHORTY �Y AOIMM. $# AACIOB BY 7NE f0axrn;Svc FAcmRs. f� afR3?Y To DE E. AEOucxO of Less Td4w Ai#SWUM sNtACN10 DYOMareD �E1�8& Mii1ES VN;#r1 .F 7 HIIING, EMU mum 1; €-x 9NnN+ T4RM PANEL SHOWN ON THIS PRODUCT EVAU TdON DOCUMENT (P.F-0) PAS BEEN VERIFIED fOR COA#Iii+NC�E':#N $-\) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANEWATE FEMALE ID A, PN#ELMATE. "S INTO CONCRETE ACCORDANCE WNH THE 202D (7F#t EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL 8E 1 4/41, DESIGN WIND LOAM SNN.i. aE OEtERMINED AS PER SECTION 1620 OF THE AB00'£.. MENTIONED CODE,.. B.2). MINIMUM EM OF 1/4'0 ii 7/4' CALYIdN ANCHORS SHALL BE 19 7/8- INTO CONCRETE. F FNi' MY FINISH MATERIAL S94L BE PERMITTED. OR A WINO SP£z"0 AS REQUIitEFk BY THE il THESE SHUTTERS i9113_ NO FA#BF.gM INTO At4TER PERM 6 AND E MAXIMUM (S.D, FAR A OLREGT`.CMIU,TYV FACTOR Ko�O,BS, iIS1NG ASFE 7-YB AND 9MU4L HOT EKOEf1k THE TdA7ILS16OM [AS.D,) SIDEWALK BWM USED SMALL BE LONG T7+KOUGH(SHOUL.D ANY FINISH MAAT€RIAL. 0Wfjj TO DESIGN PRESSURE FAITIOCS INDICATED ON SHEETS 28 A 26. ENGAGE -S/,Yr .IRht7 ANCHORS. IN ORDER TO VERIFY THE A AE CONDITION, ULTIMATE DESIGN WIND LOADS ETERMS" PER ALSCE 7-15 MALL BE FIRST REDUCED TO. A.S.D. DESIGN WIND LOADS BY MOLTPLYNO TRW ''BY' 0.6 IN ORDER TO 8,3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE POUND :Ebb #FIE EXWNO WALL, TO COMPARE THESE W/ MAX. FAS,DI DESK}N,PRESSURE RA"RNOS INDICATED ON.SAM 2.5 Ar 26, ANCHORS SMIAL BE LOOS ENOUGH TO REACH THE .MAIN STR=URE BEHIND SUCH PANELS, 94MRWA SHALL BE AS MENTiOIYED IN B.#) AND IN 8,2). - IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,E,D< AS 7ESM WERE HOT OVER : , A 33$ INCREASE IN USED IN THEIR ANALYSIS, FAa`TENERS SPACING TD WODIT. HAS BEEN C IN ALLOWA%_r STRESS FOR WINO LOADS WAS , tFtsT T'GT,LOWENCx ALL OF HE RtC£M#MENDA O*IS D SFECi >GA FUNS O THE ANCHTOR:S C. R INSTALLED T 1c . AN E F 7 F DETQtMENED RA ACCORDANCE WITH N.D.S: '2098. { i MANUFACTURER. PANELS A F E STA,NC 1 IN " .STORM A t828 OF DE R#s1 E C`+` OR IMPACT FATIGUE E HAS BEEN AATO _ YT : THE RESPbfYSIBb (3F T E I>NTRACTt7R TO VERIFY SbUNDN6S Of THE STRUCTURE WHERE - SHUTTER THE NED CODE AS PTJt FEAEkSREATEDh TESTING #A13ORATORY. IiNL', REPORT / .xDS2, AS PROTOCO45 tAa5=-24ta. SMALL AT L13f )'I G THE SIR ERE ME MENTIONED IE INC,VERIFIED Ill OT5 1A TAS-lox AJYD `TAS�x2D3- IS �? BE ATTACHED TO IN'Si1RE PROPER ANCHORAGE, THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOGit 202 O IAS4 FRAEAE $ST RCS, x. TN/S SY.�eSEM'MS+S 8EE'AIiTESIGNE'D TO $E fN:1TALLED DN THE 4F€diS#Df � THE OP13'iWfi`a AGCE$SING T (fiYEN1NG FROLi T#iE S'� WOi7O tLDi• NNS#DE WjD SHE ?tSf. OF A LADDER OR UrY, THIS APPLICATION IS VALID WHEN 94STALLATION IS INTENDED TO. HE PERFORMED 12 THE INSTA.I ATNYN -CONTRACTOR. IS TO SF� / *{CAULK ALL SHUTTER COMPOWW EDGES *MfCH REMAIN IN CONTINUOUS FRom THE INSULT OF STRUCTURE. CONTACT WITH THE BUILDING. TO PREVE-W WDIVIRAIN iNTRUMN, GUI:# AND SE`Ad. SHUTTER TRACKS ALL. AROUND FULL LENGTH. H. 1 SERIES IOW INSTALLATION 15 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE NYND0015 SWlFJY INSTALLATION' !S REQUIRED, MO[ PERFORMED FROM TIE€ INSIDE OF STRUCTURE, 11 STORM PANEL VIST'ATL.ATHOR -VIAL#_ COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVDED BY THE JURISMION WHERE PERMIT IS APPLIED TO. 4. 'STILES 2000 IN5TALLAIIEN is APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORTEDNTAL SuMM STYLE. WIMXM WHEN IN r 1# M WI . E - 2 HXJ#D STORM P ' 14 INSTALLATION IS REQUIRED, TO $E PERf'0RME0 FROM THE INSIDE O STRUCTURE. +N;1'RIT WINDOWS AND OOCIRS. NiG AMR. S'+'S30,5 MTENf PARN�, 5.. ALL. ALUMIMIM EMISSIONS TO BE BDBS--TS ALLOY AND *EMPER. (UNLESS RWIS€ NOTEO,T 15 (+1) THIS PRODUCT EVAL13AT4ON :.. C�UMENT (RED.) PREPARED. BY THIS ENGINEER 'S G'ENEBR; AND DOES NOT PP,� i Ot INFORMATION. FOR A SITES PROJECT; i.e. WHERE 74F SHE CONDITIONS OttlATE ROM TOM P.E.D. e, ALL ALUM04UAA SHEEP YT & USED AT CLO$URES SHALL HAVE 31D5-H14 AHOY. {03 CO ~OR TO. 6E REisPON.STBO,E FOR THE SEIfY'ITON,. PURCNtASE AND INSTALLATION INCLUDING LET SAFEYY OF x, ALL STEED, SHEET METAL PANELS SHALL PAW STRUCTURAL ONAVTY SIM A51M A-8Sa Gam€ 50 MEN„ GALVANIZED STEEL THIS PRODUCT BASED ON THS RLD, PROVIDED HE/SHE DOES Not DEVIATE FROM THE OONVIONS DETAILED ON $KIN W/ry- S8,*s *0 (AFTER Ii47t1.m;t} THIS DOU/MENT. CONSTRUCTION SAFETY AT -SITE IS THE .'S RFsPOtt51810.diK. R, At,L SCREWS 'Eta BE STAINLESS STEEL W4 OR ,318 AST SERIES OR CORROSION RESISTANT COATED CARBON STEP. AS PER DIN (ej THIS PRODUCT EVALUATION DOCTTMENT W&1 BE CONSIDERED INVAJO IF MODIFIED, c $ W A i E1D STRENGTH B , T€ _ de 5E3AL6 Y 1 E 0T I#T T.3:3,#, :'AW"O € OT SIR'Eta AND O :3' TENSILE SRT tYDTM# iAMPa, w FiORl6A BU LWNO COTE SE ION / SQ / #3E EA ORE-PE'CTFIO F'ROJEGiS BrIALA. PREPARED BY A FLORIDAREGISTERED N OR ARCHITECT W VA Cd REtdA EYY E G#NE£R ARC TE rRCFi LE B, DOLTS TO BE ,tS7M A 3p3 GALVANIZED a'?'EEL, OR A# .t 304 SERIES TitAMIE.E55 SFE'EL, wYiEt 38 N6# MINIMUM YIFI.D 5TRENGTt1, BECOME 7t#E ENGINEER OF RFS[ORD fE.D.R.) FOR THE A DEL:7 AND D EER O THE PJEOt LE FOR THE PROPER USE' t� THE P.E.O. ENGINEER OF' TTO, �flNO AS A DEt£GATED ENGINEER TO P.E.O. THE ENf#NEE'H, SwuKi TD, ANL'HORS TT3-WALL SHALL BE AS FOLLOWS. '}U$tYTF TO THIS LATTER THE .517E SPECIFIC DR -MKS FOR REVIEW. (A) TO TO LPN` ruu-Rr (e) THIS P E.D, SHALL BEAR THE DATE AND +JRIGRux SEAL AND SIGNATURE OF THE PROFE�EONAL ENDENEER OR - i/*'# TAPCON ANCHORS AS WNUFAC UACD BY VFW. MNIDEX. INC, (MEN. t`e.3192 P', L) RECORD THAT PREPARES it:. - T/#" R X x/$' CALIC-114 ANCHORS,. AS MANUFACTURED BY DEMALT INC- (FAIN. fc 30000 p-Q 1E. STORM PANEL MANUfACTL7RERa . SHALL.IiE [REAMED ON A READILY V4I0lE LOCATION AT STORM PANED. UV .> 14- TE j. ,E I yam , IF 10 PANELAIA. FEMALE D A PANELMATE PLUS AS#G11 S: AS MANIIFND:IIJREO 't7'T .'LEG CONSTRcTCT101N i'RDCTS. ACOORDANOE WPM SECTION 1xDB,4,3 OF FLOROA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. {3'c"i3m P=G,N;) LIBELING TO COMPLY WITH SECTION 17O B,2 OF THE FL CA BUILDING CODE, M) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POfYREP CONCRETE SHALL RE 13/4" AND 2" FOR PANELMATE FEIAIE ID k PANELMAT#: PLUS, - Ax) MINIMUM EMBEDMENT OF 1/#`A1 X 7/8` CALK -IN ANOMORS SHAD. 8E 1$ 7/8' INTO. CONCRETE, NO EMBEDMENT INTO ANY FINISH MATERIAL $MALE, BE F`.,RM7FPET9 0SSS. SIDEWALK BOLTS USED SHALL SE LONG ENOLION(SHOULO ANY FINISH MATERIAL EXIST) TO ENGAGE V4` EtN/T4 iUNY#MtFgq�`�, r ANY) IN LASE 1VAt PRECAST STONE, PRECAST CONCRETE' PANEL s, OR PAVERS BE POMNEI ON IME EXtSTR4 WALL OR FLOOR, - SHALL 8E LORD ENOUGH TO REACH 'Tilt MAN STRUCTURE J0010 SUCH PANELS. ANCHORAGE SHALL. BE AS MENT'INIED YN AI) AND IN A2i•: ... 'iw. 167 - FLOItIDA BUILDING CODE Nth Velocity Nurrcone Toner, - T/#" s TAPCON RHONORS AS MANUFACTURED BY (7W, BUILdE'X; IRO. - a/a' R :71 7/8' CALK -EN ANCHORS, AS MANUFACTURED BY DEWA41 INC, (I' in-1500 p,s,d�7 s Row i0.TEAx N o. - #14-10 PANELMATE rVI A,LE ET AND PANELiAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CORISMUCMR a�� ' F� D� ,;� 20 "GE GALVANIZED STEEL STORM PANEL ^� PRODUCTS {f"m-20'T +^- aT/bm - _ .' 9n cw 0 e GLOBAL PROTECTION PRODUCTS. LU . -..jA iY-YfA �l�r iI Air V INC. Mqe S.N, 3i siFA'Et z 1 lau7eaR•R'raT 20-176 x n Ai, we owoc, n u1a m4aw. {osa7 as PAMr t SAGO pi-imN . rs > nmM w1-ir,f P.d'. ®BIR"dOAs;, d"MOADA7tS awr wxw AI!1 :ws w mw.�w Mw mNmAI Nu tYALTfR & 7LLt1T rk., P:E 4tl Ai-4i N �: 6i6iT kl {R' j5 INSTALLATION PANEL .. 0 OPiACleTziA T � - ', -. - $ c.. A+49#0.N3: �... �. raN. Fax TAB d. ';'°' , �aEasrmAE ;s � Lem, i w-YmA..• ks.. `° III W#,ET zE7. .`4 pp;#YI• Skas:. r . I ti_. GN aa7. .• 1�Fh"+*(j3X' e. !FA QED eF , g 3[ i .-.� •. T�- bR 1. YY GL �. PDtINED igi s.M#.. ' , •, z Y OONlCAE,TE � �is,1 . 1 m QQ -t • :{1 33ir1' $:M•G,.,,y ti dl'UFL i. � t 1 Gm I TKam 9E d. N 1 a� _ - Y( Y-4Wi3r � FAA 910 # NJ Y , wr1 s w NVFe T a ! 1 i !OF FpO�E ,M T I + Y� 9 OET a Y irni t � 6abN7 r T f � # : tr AYKn FSP w I I M i 1 1 N E i YN uT FB i 6 ✓. - . L„ MR. era: #. t q-Ew .I` E� Fc>R Atm: a 1 < I L; SEE sewmw,E j r. sraIDN I g}k yya#%y I /s t f R+ARnSGN, "�i 1 1 'i^,2OYI/4' 4' ! INN MV 8S T :sGAftr xf I f0 OUSs. 1 N.-' fif oq ! yS i1*t-FWAtd IOW Y1b. 'IYON wacCfi wiR r i # P 1 N 7 *NGf ! � i"QP. YNNI� �... cF i N 64A'S. � .ETU,.'. GVTRIlP ` EYEA!Ykti'.mtAP H # 9YEAt1P 4 I wra� � 1 # 1 E i I Et2AY SAt,�tP I # I I 004 I '.P.. r. �Y � t i H f+ A,.,�r....f.rixr�, 1 z' i' j(x„ . A` M..�� �t I`# 5� ..:.z•'"�r! .`,t,":t � ,,1 K 6D L l D d q tt f� t � 1 !` F 8 ymw 6 '.. ]p t' Q'. °;r,."r = °:.;: ,r j r r`.''iw..-fir° r -woo.-.. ,, qMT 4 4 MR(ti]rA #4AgFD ;,,,. , ^t$ t IEn. bN MIT sNt i//i F;f�Or3✓t' Mtt Tax,, ,I ya- Y ila'a-W.s a r ¢ I e' SA11iANCAp tDYE 2'` f'., meMlE ANTSNM3 t` a r , .`.. .. txs. wt7 3P• ..�. • �.. � � ,�E �#xAa.E � -. rA�TA NaaE a msWD 3 c+ - � a, saEr , '.. wa1 __ rPu.7M &As x3Y ._. xNErI�� # - ,f: r ,� .s.. +NIA rA+x Vila"" � iii� "#2 VIAL AMiS TITRE! 7 Iza9 III�1Si 1j�t�,,,MOIMTIM3�IN;�7, �. # p A E 3±6.,- a ?O cum"t �n �aMc 3/$.. SECTION 3 SECTION E' rtr S t, OGLE 3 1` p >� 7 FOR YY f! 1 M HF AS i (, (Y ANEL 4..g Ta tSiD]ti �fZ %tiAJ AT 'TROD a¢ 4 DN z r t5 1'Yrl. TIY 9lTEfl' .'r3 N 3.TFS Is DSTiFi #TM, .msi n^`m' p" ♦ . No. 441 7 ; � FLORIDA BUILDING CODE h Velocity [� I wmM oe' ac�NwNu cone - e BET ANY gem INC. +STATEQF 20 6AGf GALVANIZED STEEL STORM PANEL B •'i EA ffies'°F �L2i3Y'I,IL,."I kr n.A.a.r**,r m IN.rY rQ Yx -•0, ? GLOBAL PROTECTION PRODUCTS, liC. SGA.E': 1/2" ? 1' tT-S' EwC eiTEs fi #!� 11iATE 9�54}iL4'i7 _ A T78iTIN0 ! 0 COMPANY 4T« MwonR: Ics+IAA�_vsAs; TNc ;RD+ : MFt.t. a t'iRS #ii.faY lei . Dal m-a :, !r omaraer. wa 1Ft i Pmrfw+ raa DRUM* u,' P,E,JU fgQ39ATipaErOi3E. Ch-4DD4:A - teLTFA A � .}.. PE r -. t)+,+r + Mau Ra � x3.. v v N � U � Q v O O .� V L . v � v -0 (� U (� � O ni 0 O +- O > VJ- c J O L� C0 li Q Cn -1., L. (1 (D ^W rr (D U)) v L ) O U '^ C/) !V L_ m Lu Q Z Z Q /J CL SHEET NO. SH 1.2 r r r A Nr . f z I r i =.. OE3IMMINCWPH AS.D. Mm,. 12" - - WIIIMUM SEPARATION PANEL APRUOABLE TO R4n�G Pa;f. (SET Ta GLASS FlN10nw A SEL"T10N5 ♦66:0, --w 70" EX: LES.s 2 91IV BOLTED - i', 2% V. ,^N, 2W a 3 '1Y a68.0. -75.3 70' OR LESS 2 7/8• BOLTED • V 0 4•W • B0 /. ) w8� (- S,OF SMS. Y WINGMn AT OVERLAP h 40% OF PANEL LENDM 4 1 »AA #' f f• r f'. ` !' A .,l _ 1 !f. 'd7 # t �-- -,..Ma.,.;Mw.,�i.WL,I"T.lk.;Lpw.11lA;J&�1,11�"Z),Vwl.i�i;xvw�.,..Wzlm m MAXIMUM AS.O, DESIGN. MAXIMUM ANCHORS SPACING FOR L 0. a 3 1/2^ . APPLICABLE 70 SECTIONS 0 a ANY coamy" THEMLLTNa7H MORMLM PANEL 1` (M') PRESSURE RATING 91.MOCK12, TWOONS. CALK-W PANEWATE FEM" W PANBUMME PLUS To CON,.,M 10'CDNCREIE t0 CONCRETE ToCONCRETEOr' N/A 12, N/A 12' N/A 12' N/A - / 4S 2' (TOP) N" 3`i t0' 3' S' 4' S' 4' SiRff50TTON) 12" 3" 12' 5" B• 6' 8' 8' 1 (SETTTOM) SERMS 1000 ++ 0&0, -75.3 N / A N A / NA / N.h / N A / N / A 12 1 2" / 1 # ` 2' BOTTOM (BOTTOM) 7D" OR LESS 7" N/A 1 6 1/2- N/A I 4 1/2` 1 N/A 1 4 1/2' N/A 3' (TOP) 12' N/A j 12' N/A 9 1/2- N/A 9 1/2' 1 N/A 3' (BOTTOM) 12' N/A 12- N/A 12' N/A 12• N/A 4• (TOP) 12' 6` 12' 4 , 2' / 12" 1T` T2' 11" 4' lOOTTOM) * UNITED TO 66.0 R,sN. A5.6. DESIGN PRESaRNE RATING. &SEE SHEET 26 FOR ANCHORS TYPE t SPACING FOR M+SALLA7gH5 01TO WOOD FRAME BUILDING, MINIMUM ANCHORM"MUMSPACINGS AND INDICATE EDGE OHEDULE ARE ON TAR INCKATsf SCHEDULE FOR E.@ lEi TARN INDICATED ON SCHEDULE REDUCE ANCHOR SN+ACNe BY L N'llp"lNB SP ^ SNOWM OH 54YNEWAE BY 7FE F FOIL:LIL'e4G ACTORS: fl7R THIS avERAmoN TD 8E F(fSS191E: REDUCED SPAi:IWN a9TAN U FACTOR S ED SNAG NOE 48aAN SPACING WNIWFAiEOFOR FAa4 ,y4GNaR TYPE A7 ANCHOR m le. L 1/ve I I/4-. 1/4-. TN'adl :I F2/ PAM6UEOF G9K-N me, ANCHOR 9PNiq 9A3 3 3 3 3 T/2 mmswT.- Dme"Y. DL) a- Aw,.t t>r,o„Y ebwt UN a s 1 3 3 a r/x 3 T/8 4 M'1A#II. EA !!m - FACIOA I ,A• - - x ,A' - - - 3' ,m , 1 w 3 I Y _. Tda I- Ze0 v + REOURES Mao. DISTANCE BETWEEN BOTTOM OF PANEL7/Y :AND BE / TO - 7 2` MINA. P ' " }• MOM Yob IXSWNCE SETVETA BOTTOM OF PANEL AND (2)TO � 3,1T6' 3/16• AAA. COMEMENU EQR REGULARAF (SCALE 1/2-11) -1_.,.-15,125' (TOTAL w6TrH) ,...... ----- --.__ .-_._-.-_.- —_2787`--1 l .��....-._�,_._,,..�__ - ,SLAY .- F•--1 `-- .. T2.5DD' (EFFECTNE 1MLDTH) _�_ _. ....- --- __..,_. CT-.___� , -__. 6. 1/4" (SYP.)- ... _- _ """` -._1.3�D'-... i -1 ii6 -..t93" 1 1--�79D' .I. - it.590' 1,2SO• ODD' .188 T/4•t-2w/4• .750" •-. S`.5. STUD RAITID 374;� .I?5 TO ANGLE e 6 /4' # 0 12 i/2. 6 . { '-�610- _ (MiY #I REVTRSED) ( 250 1 t. 4 .'HEMMED I 0,024' MBA THICK R J I' (- —I , 1 4 s 1375^ � - 1.671' -� ,e ' 40 ( I. L. 6B8` --- ` _ ti 15W' _..._.1'# �{ mGE GALVANIZED STEEL. tYP, , "I D84' 2.oba" DB4 � Sis , ,�oi L --pETAKA GPADE 10 M v. c 6o c4LV. HEA1MIIm 1 T EDGE ,,DIY -' .D1;. ,.90D•---i.t2a) 49 ------ -------_'_ 1 STORMPANEL ------ i_�. `_: .375• '''"9YP.) tTY'P•) 1.350"--I --9.35C'...+. DETAIL A .L__ _.. 4- _GOD., I - i PANELS SHALL BE INSTALLED ALWAYS PROM LEFT TO M014T W/ TIr ITS} AT END AT LEFT SIDE OF PANEL - —_2,397• - ' � "N" HEAD€R (�)OFF' � TRACK l_J ANGLE WITHSTUD R{N€i5 EAiP LP �r ` 1 E 4ALYAii7ZED STEEL W/ NEATNED EDGE' t ADS" 0 r A.eN32 AN �y I a 70 ' s 5' ' PANEL .133" w. 7a' - _ -�__ 2_ j - �..-. •,� �� "_, L * 1 �..826 ! OASTS 0150"A I -T ` HEMMED ti t 4I a.G25` __ -;.- eI IL, .� ' 11 - 1 OR r---..2--A - --i I ;.. 4... - ISOMO i VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S a.2 ,,,- ?ANEL ' 3]`�-' _. _.-r ..> - '. ' P ND W HEMMED EDGE. LI E L / MIA. C MEM1 ,m L.b ._�•ro.6z5 3.7I ,07e 25t (.--.. _ .D91' asr -1w, :. MI,.) -� T r _++......".yr.�� TOP. BOTTOM - _ED(E OF PANEL 50 KEY HOLE WASHER ¢ vCv HOC€ AT PANEL 3105-H154 ALUM. ALLOY O IRL E �.I -,�•- ___.-_t Z.124'-,,,FFtI,7����7"4•••�----- 125 JE, -:. •5iE SHEET 6 FOR A001TTNNNAI LHADIF STEM UENOTI4 t Y t �NtDI IT' L t-=23St1 1,2; __.! SLEEVE 4%B" T_,. .375" i MAX, LENGTH 2.000•---. 2- .` {TYP.) t YAW INSTALLATIONS U. .,m"--' WOOD STRUCTURES: 3.7`w •--793v.� -- 2,548"---- -t /2Y Z.ODD 8 a,"O,T 1 p�•� �I yI�•�ML�p /gam) �-�ry�p o.o$0-0 L j !.7.• _(")REY." {��7y .LLEAIiC!wU-HE MER I ! (t{0- ._..4 _..-._ rVr �IIAi�. iLEaG -----I" MIN.. To 5" MCI,--- m _..:2.000"-__•. : 3 H c !� ANGLE ntxEei.b. INN 1 i -J- TRACK Q PANEL HANGER 11..364 f- .._- ,,.__.,� .-3Ir ,656" '_l_-.__I 1.Bit' '_.,. i ---- 1000` - .--, 6061-TO ALLOY y co- ._ 'I I41N ^' �69. ,470' " -E175" P08 -{i ­ 7 _... •p 1.... ,. I.--..i.- t t28° .I-,. i-.._. Y00'"u" a4"a�ryti?+I1 ti((/l 4\! ✓ (USE ONLY � Si. G- ' ,FF `-,,L ', SYSTEM) �}0. 44167 i. a SYSTEM) i (T IN/4" WID£1 FOR E-Z HANG STORM PANEL 600-T6 ALUM. ALLOY BUILDING CODE Nan Nigh VelocityHMFrtcvne IDn9 - t . z DttD P 2sa 1 t23' *''p N a MIN. O r 1 �1 °�° I t. -t _ W - = # s ,xmn mtcco, Nc. 24 CAGE GALVANIZED SHEEN STORY PANEL , �.: - ? -a `• STATE OF --2000- t�r) I- l I osD I -. S.— sEeCwNs._ ._ _ ? w .204' �'4'•. fi �A :' ' \� IL ECOIpc. GLOBAL lI Aj 9•N: 7i519M0 ! N ANY A o7AT/m2D PROTECTION PRODUCTS, LLC. are a w 6.w. SI SDffb:'1 DAMS nt 1 BUILD -OUT "F" 4 MEN BUILD -OUT F TRACK 1S � � WNISHERED WINGNUT d""jZ tAA .w..,,=0.sA ,9; .mrm,nsttN. Y J IIU /}tl1 n4_Ipf ,`�'rA-000e�,o " PH..,- tReiJE9Y- I. piC (9L4)669-87Ir 20-Y75 ,15„—. I aRWNN. , TRACK ANGLE {A+3 ALLOY) NR _ m .- ma a , INSTALLATION DMII S FOR RS£ IES 2009 & 1000 E Z HANG MEM_. P N .:L 1) INTO EXISTING WOOD STRUCTURES , a- 1 1./4-. LAc sw" 0 r O,C. W/ ,. . . - __. 1 Si ITC LAG SCREWS 4 8" O.0 WJ :: ,:'r! I T/r Min THACAM PIDNITWATKiN TO Ew6TtNG WOW HEADER. Tr. /' T' � 3 {)) MNn< 2'a4' WWOD MEMIER RELI614F6a ^ t/4 A LAO SCREWS 0 a Qc W/ M PEN- Ti /. RFMIED - LTRA DN t 2' j ! T FUl aR DW FpIE E. 1 2" Min, 41HMFADD`rENETRAmDN / I WOW EXISTING TO tXI5TiN0 .IF)sOER d • NATO s CaM. *S. 4 # 5 ro L'X15tww woto . #ENDER . 1. r �' I 4 Cad. 11411• SAILS, ! $ EA ENN7 OF[}) ,,", °°.j '1'{} f' �d'tar 4' Y9. „yam'` J�br ,iNw -`..._ I*-I O FA tDw d 5 d i! ''Y \ L' • DC -/� g i A-2DA3/A' 7RFUS3 � a i IJ:G N SCREWS 9 $' D.G /N' A 1 r MM. 1HREA4E0 P&NETRAtwN / 411' SM.S. #EtmO`�/3: �g T lBEE OEM,. TJ34 & t e } NOTE to BEtow) : 4A�C tNMJf W/�71e.,n3f92 .� ,1be TLS EIISTINO. W14G0 trFAOER. "5 • t -I:f5 `•++ 4 colt T . OCTAL Y 24 d ON LN __3/le' kurn. ,MOP wVv ER { e MWMIRN OF EvEm IS) 7 �WL ` #14,M•S.M.S?'�-I'-!A. a EA. END OF @{ryA-)I i t 9 : (SEE OETML 1J24 ki ,AL. 61{ NOTE - 1 11 W30U tNEAOER REaUR {. - ,6"MI, PkM / /A. 5€ i10N jj ASS W78 i rV3 /�0�3 r�7 10 GLASS. I EVER NUT a W / EVERY OVERLAP 2 0/10"iwH' : ) 1//a"M_2WJ ' W lds. WI D CUSS. 1 f8 0.S " I 'MNG j132. NO e CY3TY OVERAP �11 J pti { 629 AAa1 J37 NITf O Y i l"' 12` 0.0 1 - 2 I/O. Y6+.' Jf 1 -,___.,... _ _ _ -- - z 9/ib' Mw: SEPARAT,CMI-- I pA 1- / - - Yh11/32 6 N: e TO GLASS t/+'a-2W/- YJ �^ I »`INC { p I'- Q 8 lN3 GLASS. EWRe' OVERLAP N`DT i � RY OVERLAP K { g TAia )i I JI _.{._.. _ _ I i� r - 14;I I r ,, 1 � i m r I $ Q I; r _T u •..ii `I-XNs/4' MS, qq q H 'i Cw : 11 r _ _ Iva `Y� / 13 6"A,3 2' w91C WUF C gj i { a _A - ____ l } 1n' e O.C. { 2 3 Ma . _I NLM 3$ I I # `� { `3 $ ti - - t: I I A D m ANU3LAtE iETAUE 6 1 ` i 4• - . +'Maw 7 /g WI�p 8 2 32 NtT/ l TE nu. PAWfLW cad. .' �'^.� -t {�. - DR 1 4 r-2 /i' °' �� ila' 16n. 7NRFMF37'P+ _ -_ ...t_^_� _i _ �. _._� - 1j<'i-.?Cb7/A' Ms. / I'3/32 1YU1G t ;,Y, i SEE NOTE to 60nw') 1/4'a LAD SCREWS a 8' OF. W // PE twTwne 12 112' O.t "-1 $ I -1 �.r Mm L N/ 1 A-o-mA3/4• :I t 1 t J,' MP 1NRFADED rENETRAN a OF T MtE4tlOTH FUYIE A 209G tW SEHICS !) ����.b...... 2 .2" 4' VINO PLAT REDrRED FLAT t # ,: 4'.- t� / �7/i' w 7 39` G w • AtT7 1 A e- 4 �R��u01'E I.2sa i'tIUM85CidSw S NOTE I4 ($EE y, 9 aY °� i {�} i14 TO PANITI" PLUS W $'�7))'8 Wsi. P£M19TRA7/8ti 0 v2�0 + / TdL7AN�@}y� .v � t YA tI1.s5W ) ',y Q:. _9jA'IR_2DAa I M.S. WJ T/8"s.3132' , '•t � 1� � WINV NUt @ 1•i` O,C- SERES« IWO INn, (T 2•zA' �u � ��J�''��1(�i/��(-.ttJF`}fT'J,j �Yi��� � I fW _ ,i '. '-4- Min.. 1/4"P. LAf. SCREWS 0 r aC.. wf /Of LAG SCREWS 4 S' D.C. W/ i IJx' YID. MREAOEO PENETRAT/ M,rn {2) ,'+4'- + 1J2' 1*1 119NEATiED PENE`RATION a MEraaTM aF PLATE WALL dOUNTING FLAT ON E'er ��RNATTVE 2 z I4' woo WDDD PoA7E Nec RREn FLIT OR LM1 EDGE 1NSTALLATTON SCALE ,%+'a t' it PLATE REQUIRED FLAT SCALE i/A".1' 1D uff - AC'. ^8;2,��yyT;/q� 210TF$: G.E,nM2A:ii �S•LI R� yf Ut �i717rLS.1.Lii..3..A„aT. t. INSTALLdnOhS A pNA.Y VALID FOR 91/R.DtNGS WRH AS.O. 6E5KPN LOADS TO 8WOW 75.3 PO AND PANEL'S 40"MMIt A T�/ ���ATIVEt•w%_W SCALE 1/4'- I' Z FOR NEWUP FRAME WOOD MEMBERS TOiHE SOUnffRv P+NE a ,,It,,K pav Na. 2, Wj SPEC9IC DERSRY QP 6.59 OR EQUAL r " 1V\CENS$. .. . -. FLORIDA BUILDING CODE HI h VelocityNO cam Zone) Nw 1Ar SEE BPECJ '1 ANO REOUN tS FOR AF' P BAR ()31 AT TOP A5 -, -s- y} . 7Tp L �: N0. 4F�.,."�, sxo,a Ta7Etz,.. ram' 2D GAGE GALVANIZED STEEL STORM PANE{. F'P pMyAi gy; WELL A5 PANEL COPINffCTtON 40 FTLM:AS DRrN AT 1 . BASED ON om LM 20Da �s gbTA A7O TroE ON ?F(cTr zi' : S-o'• STA: " f Ato :M5. �.. GLOBAL PROTECTION PRODUCTS, LI C °IAe/°1° A'OIE Ft%1 caMetlA7NrN OF SEcnQM;, /+�/yt�IrVYNEyAA�11VE� a BOTTOM Moulff"GS CAN BE COAso9v W Oft T�0 �HFffpii]E#E W�OMty}A�� FR_L_ / AW r1iEMlii�eMl�fl'"•" #-�'ib s '4j�SS1p I �A F �„ 1 11INi , xe. N• 4 iqi vAnMA tWEa6 n mIM .. - NA (sm! s» w +tea &w s, S79WGM[TOP ---HE: N95+1eBe 74+b, rA<:}t9esX,99-.e7p7 20-176 WAY TO SLIT ANY 4WALATION. T�'AL.E' 1, m 1' 1 N•'"ae UA4Jww NDIT , SHUTTER MIENS NOT 54OWN FOR CLAIM %M�JWTt 6719 WA11EA A HAM ,,, Ps- Um ME fitA, !..a K.n yR DINNING wa: An m s _. NaE'P 2N s# 3a SitW F PANELSM T.1M L##QO AT TOP OR BOTTOM WITH TRACKS it OR * MA 1)M PANEL LE 6TN XIM H . ( iL+ 'L-" L-' it. ) D MAXIMUM A.SA. DESIGN PRESSURE RATING ,Lt 4 M - ta ) t ) CoNamm B WOOD INSTALLATIONS t 1+ Ir 2a0 W-0. 111-0' 210 12•-O' W-8' Sao 11"-8' 7D=9" J!" 10=10' t0'-0' 4ad 70'-1, 9=4• 5A0 B'-N' 8 -4' SSO a -r a a• as 9 6s o 6.-0. 7'-4* 70A 7'-8" 7-a" . 75.0 I 7'-5" 6'-10' Sao 7'-21 8-7' 93.0 1-0' 8'-5' 90.0 0'-91 8'-2" M6.o 6'-9• 6'-0- 100.0 6'-3, S'-11' Faso 6•-3^ 1-1. 11ao - s'-r - r 15.0 - -L- Ima 5-b' s:NB6E PlAHEL�,L1lE"43ilR AT f END WttH TRAT r- . is 13 A 0 2a D.M.,0, (j)' j}{$PC• T M411NTED AT EACH ENO* $, @ Or �d MAXIMUM PANEL LENGTH "L+" OR wL-" (f1.) Al MAXIMUM A,So. DESIEN PRESSURE EATING !. + cT - !PA 3 ! ) CONCRETE AL VOOO INSTALLATIONS t L+ L- 2>.0 T4'-s 13=0' 2sU 12'-117 IT=r ,ZOO:. 11 =8 70•-7" 4ao 9'-8 9'-1' 45.0 9'-N 8'-7` 50.0 8' 7' 8'-2' $&O 8'-i I 7'-9• Sao 6•-D 7'-51 6so 71-0 7"-2' la0 7'-S - a'-1T• 7" 7*-2- 91-8• BR0 7•-0' 6'-5- e5.0 7-0' 0'-3' 90.0 8,-8 8,_I" 950 D'-r 5"-10' 'Gal W-J 3'-r T05,0 6"-3' 5'-4' 110.0 - 5'-1' 17a.0 - 4'-f0` 779"8 F=8' MINIMUM SEPARATION TO CLASS SCHEDULE MAXIMUM PANEL LENGTH WIND SPEED ,4 170 m 9,H WIND SPEED > 170 m-P.H (III) UNRESTRNNID I RESTRAINED UNRESTRAINED I RESTRAINED, m OR Las 9' I- 6' I 6 1/C >33-To 90 i' I. 7 112" 7 1/2` >90 TO 145 I. r 7 T/r 7 1/2' >145 TO 1-9-4 1' I. 7 1/2` UINIUIIN PANE#_ I FNGTH (Inl FOR A GiIMN 110LINTING CONDITION TOP EOM DIRECT MOUNT "1,' HEADER -W HEADER 1.5 QS' ANOI "F ` TRACK AITDI£ WJSW.i' -//5SIIpE TRACK I:tlGSilRES - DINE CT MOUNT 4 ' 8 12" 32' 35" SS' 1. 80' 4 1S-Xil5 STUD ANGLE 35" 32' 32" '. 42* 38' 38` 3 'F' TRACK 1. 32' 32' 49' I 07' '. 60' 1WOURtD- TRACK ANGLE_�. SLOE Ct05URE5 .. -,;. �. MI : T. TRACK 50" 32" 32" 38" 60' Si"1 56' 2/4 I" MAN. ANCHORS (SEE SCHEDULE ON ,.-------- SHEETS 9, 10 al T) ..-..,_ _.__..--,.. _.._ MIN: ' a o .T -I- , '. -I-'1_t'-t'"i --fi -F'-I-T. F--r- 1 /4. 3/4, 4/5, 5 /5 & 6/5 1 W/6. 2W/1`f. 3W/f7 & 4W/7 ---".-.,,..---`-----„_,.. S. MAX i-1" MIN:: 1 -r-I- i-7-I_-E-T I i �" y�j I I b. ss� W -- - J - 1, I--_r -4-1--, -, - - t- - , - , 1; i 8OL'tED ?ANfLS W/ 9 4N1-2OaT` 5.5. M.S. BOLT W/ 0O Ek OVERLAP (SEE SE4Ti0NS AS APPtJCABLE) 1_ — -_ I_ i__ < < �, , i i_ 1. 1 ( ; 1- 1, s I L, L1__1__I ; I ," , II' i s I I ;g JI �; J � LI 3, 4. -� - - i I Or@ 3 M. -_ !3" MN1 ""1• MIN. ­3I 2 4 1/4, 3/4, 4/5, 5/5 & 6/5 1" Mw. / TW/6 2W/6 3W/7 & 4W/7 L­­­ ...._-__`_:_`ANCHORS (SEE SCHEDULE ON SHEETS 9, TD 3TT)-._-.,._ - ..___.-' PANED ELEVATION Ile.!?! w 2-687• N,T-S. W49J " (WAN OJERIAP -1 IE WILLE'0 91.1 '-TN.T,S. 1 (3) SEE SCHEDULE BELOW FOR MN. PARM LETW " FOR POROSITY OIL PICATIGHL { { PWALtA1I NS MTO WOOD ARE 1MNRED 70 :.95 P.3J. MAIL ISO. DESIGN PRESSURE RATR40 *: �)o ; co 4�`F.1'• N 'AA'y �/ Ar N O. 44167 EopmIN * - LATE OF " �- , _.___.- f1RtDp .-•' 4T01 � r� -44, �.., "�Q448�" �tY ,t �- 0"" I%n=. OKI I L E C O I N c, 24 GAGE GALVANIZED STEEL STORM PANEL TO '@ GLOBAL PROTECTION PRODUCTS, U.C. OWE' "'1A"I T - to")m-VI Pr+rl� iasN s6U6. 4As 4r HeI 07/97/vab MTG 1 INe, Nen WmN o n uN 4M. N,,..,=aN�ol�-isn�-rA:, WALIFAf t- T7S P.Ti 20-173 aIMVRro N> "m 3 w la mr,1N " 2M e. mS INw,mp A,rslGNA OVE1GANr GENF32Al NOTES 1V1N1IAY! RFDIx a! NrFr +fig t f-z H&NO sTeBY.L`�' (C) I21xAL4AiT0 WCa t4rN.Vlir L OMRs.'.; 1. STORM PNVF1 :dHOLVN ON TINS PRODUCT EVAWAnON DOCUMENT (P-E-0>) NAS BEEN VERIFIED FOR COMPLIANCE SIN ACCORANaCC - ileo TAPCON ANCHORS, AS MANUFACTURED BY LT.W, BUILDEA: INC WITH THE 2020 (71h EWTION) DF THE FLORIDA WILDING COM THIS STORM PANEL. SHAH NOT BE INSTALLED AT HIGH _ 114-10 PANELMA'TE FEMALE 10 Mo PANt1MATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (AIAMI-OAOE / BROwARD COUNTIES).. - 1 J4`w LAC SCREWS PER k6.$. TF - T R A WIN WI. LOADS MION. AS SECTION D 1 UiE1O Y. DINT 5L;REW- BOLT SPECIALTY , ,. OF IE ABOVE MEN IO DESIGN ND $HALL BE DE'tfR EO E•Ji MEfO - 7Jt8°M >c 5/8" W000 BUSHING. AS OtSTR B B ALL P . B & C0 EL A Di CT ITT F P MR'' 1 F A ONRECn FACTO SPEESs REQUIRED fir" 1a1E UaIS01CT10t4 WHERE STORM PANEL WILL BE INSTALLED, AND OR ONALITL' R A, eNw , PANEtMAT PLUS 7-1" AN N THE tt1A 5.0. DESIGN RE RATINGS INDICATED ON SHEETS i M INTO WIXIO OF TAPC ANCHORS SMALL BE 1 2 AND 2' FOR ELCO E L USING A17I 5 D SHALL O EXCEED E MAXIMUM tA: ) f'R)55'U C ) THREADED PENETRATION ON 1 AND P J, 9 TI1RU 12 8 77, T8. AND PANEWM.E FEMALE IO_ 3i 9 TH, IN ORDER TO YERlRY THE ABOVE CONW:IfY1, LI,T7FAA7E OE51GN wMD LILACS DETERMINED FEt1 ASCE 7-16 SIVLL � F1RSi REDUCED TO ISO. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0..6 IN ORDER TO COMPARE THESE IN/ MAX. (A.S.D:) G2) MINIMUM THREADED PENETRATION OF LAG SCREW, WTO THE WOOD FRAME UNIT SCULL BE 1 1/2" NO THREADED DESIGN PRESSURE RATINGS INEI ON SHEETS 3. 9 THRU 12 At IT, 18K14ETRAFION INTO STUCCO SHALL. BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION, IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O.. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WAND LAMS WAS = USED NN THETR AMALY5IS< FASTENERS SPACING TD WOOD HAS BEEN DERRWNEO IN C,4) MINIMUM EDGE INVANCE OF LAG SCRI,S, INTO WOOD SMALL BE AS INDICATED IN THIS DRAWING ACCORDANCEIN ND.5, 2018, STORM PANEL'S AOEOUACY FOR IMPACT AND HAND RESISTANCE "AS BEEN VERIFIED IN ACCORDANCE WITH SECTON 1809.1.2 OF CA) MINIMUM 'PENETRATION OF WOW 81)SHINC SMALL 8E 5/8«.. 1/4" a-2O .SCREWS USED SMALL BE 1 11Y LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERIGW TEST LAB OF SOUTH FLORIDA REPORTS 10814.D1-0IL AND #0219.02-09. AS SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 1 - AN RICAN 1123.01-10 AS PER STANDARDS, AND AMA TESTING D I BONITOS DANCER REPORT PANELS. Sh+t.'CO OR BOARDS BE FOUND ON THE COSTING PER 20ID 2 99 AN 3 P E PROTOCOLS, TAND PROTOCOLS. APO AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE 0.5) 4., THAT STONE, OR PRECAST REACH HIND W A SHALL THE MAIN STR7KtUR€ BEHIND SUCH PANELS. FLORIDALORIOA BUILDING CODE LUAU., ANCHORS 51NALl R LONG RC NG COC3 NEDUIN 1 A14GMNORACf SHALL 8E AS MEHTF➢rtEp IN C I), C2} & C.a) 2) 2. ALL ALUMINUM EXTRUSIONS TO BE 6DTi3-TO ALLOY AND TEMPER (UNLESS OTHERw9SE Norm), SEE SHEET 2 (D) ANCHORS SHALL 1E INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. INY. 3. A11 ALTlM UM SHEET METAL USED AldT CL.Dst1REa SHALL HAVE 05.- 14 3T H NJ. 8 PANELS MAY ALSO BE INSTALLED HORLZStNTAiLY FOk.iOVANO INSTALLATION D£FART SHOWN ON SECTION i THROUGH 6 (SHEETS 4 4. ALL STEEL SLEET METAL PANELS Stall HATE STRUCTURAL QUALITY' STEEL ASTM A-653 GRADE 80 MINIMUM,. C-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADC"o 8(0 SMALL NOT BE USED.. STEEL DESIGNATION W/FY- 92.2 A (AFTER FOILED), 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS of THE STRUCTURE WHERE SHUTTER IS TO BE S ALL SCREWS TO BE STAINLESS STEEL 304 OR JIB AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANC7HDRAGETHIS SHUTTER SHALL ONLY 8E ARACtffO TO CONCRETE, BLOCK OR W000 FRAME BUILDINGS. , 0 H AND Y W FLORIDA BUILDING CODE *AECTION 5o0F8 : 50 W' YIELD 5'IFLENCTH AND 9 k9i TENSILE SiRLlYU`r - $N}ACI• COMPLY O w t / s i. d. 2 1 33. M a 7. 1W SW � NW 1 - RE PAN AVFA 90', AS PER SECSDNS 1 3 6 TOES ON 0 &1(Y1 REGULAR STORM EL LENGTHS 2, AND ALTERNATIVES AND READILY VISIBLE MAAKNG INSTRUCRNa OWNER OR TENANT TO SPI I.v HAVE A TR W SHEETS 4, S. 6 d¢7 RE GttVE. ,SHALL � UR 8. BOLFa. fR 8E AST1N M-3O7 CALNANI'em STEEL, 47R MIST 344 SERIES STAINLESS 5T£i:4 WITH 36 Hsi MINIMUM YIELD STRENGTH, SECURE PANE!-9 wvPii APPLICABLE REINFORCEMENT DVRMG PERIODS OF HURRICANE WARNING 7, ANCHORS TO WALL SHALL BE AS FOLLOWS. it, THE INSTALLATION CONTRACTOR IS To SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. (A) TD- S 9KQJM09D CCQ + - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I:T:W BUILDER. INC. (WTI, P-3492 P.U.A.) 12. STOW PANEL INSTALLATION SW+IL COMPLY W"" SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4' a 17/8, CALK -Al ANCHORS, A5 MANUFACTURED BY MVALI INC PROVIDED BY 114E JURtSDXCTiON WHFAE PERMIT IS APPLIED TO. Y 4" a 8 !V-t M 5C BOLT k - SPECIALTY CO s 1 e x 3 $ONTO -SET ANCHORS, AS DNa'TRIBIHID POINT SCREW, S. EC1AL / / 1 P. THIS G D AND TA7 NOT Pf2D140 INFORMATION a THIS CT EVALUATION DOCUMENT E-0 PREPARED BY (THEIR GENERIC ES E MUD. YA.3 a.t:. 7 !) PRODUCT t ) 000 ( P ) P PR WHERE THE DI TG M P E. 7 M FOR A SITE SPECIFIC ONEGT' xw, INNER SITE CON T1pN5 DE}M1M1A FROM THE 0 c I , MANUFACTURED Y ELCO CONSTRUCT" PROD4IL'T5. - 14»10 P E TE FEAR 8 TE. PLUS AN HOFeS. A.. MANU EO B C CSON1 U1.`iIXN AN LMA A1,E IO PANELIM V C ACTU - 1 4"e NAiLiN ANCHORS, AS MANUFACTURED BY T. rNC- / 7,RNAC ANC ORS+ OEIYAL • (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND IhK-'fAC1AT10N INCI.SIDtHG LIFE SAFETY OF THIS PRODUCT BASED ON THIS PS.D PROVIDED HE/SHE DOE'' NOT DEWAM FROM THE CONDITIONS DETA1LM ON THIS DOCUMENT, 1} MINIMUM tAINTO POUT CONCRETE 5WLL �' 1 2" FOR ELCO PANELMATE ANDDCONSTRUCTION I A: ANCHORSGRS .O ,3/4';": SAFETY AT SITE IS THE CONTRACTOR'S RLSPON5101M EMBEDMENT ANCHORS I J/4' FOR iAMAG NOUN ANCHORS (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED A2) CALK-1N 3t SOUD-SET ANCHORS SHALL OF EMBEDDED 1/8' INTO ME POURED CONCRETL NO EVOMMENT INTO I M HoutD : EX I k E 5 t 4' #- O V SONAR 8F 1 LONG MINIMUM STUCCO t5T T PROJECTS SHAH B PREPARED BY A FLORIDAFLOfN10A REGISTERED ENGINEER OR ARCHITECT W! C. WILL BECOME ME STUCCOBE PERMITTED- / 2 SCREWS USED - /2 S (E) SPECIFIC Pao E AISHALL AND 7" MINIMUM FOR WALLS WITH NO STUCCO,. AND MAY HEADED s(3REW5 OR ALL THREADED SCREWS W/0 HEAD, ENGINEER (IAA.) THE PROJECT WNl BE RESPONSIBLE FOR 71NE A PROPER USE F THE GIN , LNG CELEGA'T£D ENGINEER THE BUT WITH WING NUTS PROPER USE- OF THE P E D, IT £tF OF RECORD, ACTING AS TO I R E P.&D ENGINEER, SHALL SUBMIT 7fl YMS RATTER THE 'SITE SPECIFIC t%TAwEtlGS FOR RE41EW, A-5) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE POSTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHND SUCH PANELS_ (9) THIS P.E.D, SMALL WM THE DATE AND ORIGINAL SEAL AND 51WTVRE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN Ai) AND IN A.2), ENGINEER OF RECORD TNHU PREPARED IT. (0) m EXISTING FQ( FYr a nr,M WAJ,1, �' 14_ SHUTTER MANUFACTUMITS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4' a TAPCON ANCHORS AS MANUFACTURED BY I. T W DUALINDC, AMC: PANEL SHUTTER LN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE., ONE LABEL SHALL BE PLACED FOR EYERY OPENING, tABEUNG TO COMPLY WITH SECTION 1709-9.3 OF THE - fi J4` a 17J8' iALiC»{N ANCHORS, A;= MANUFACTURED BY pEWALT, INC. FiRRIDA BUILDING CODE. - ,/4"I X 3/A" StX.t(?-5'ET ARCH➢RS, AS DISTRIBUTED BY ALL POINT SCREW, RO;,T Q SPECIALTY Op. - 114-10 PANELM&TE FEMME IO AND PANELMATE PLUS ANCHOFS, AS MANUFAG'PURt:6 BY ELOC CONSTRUCTION PRDD L�Ntl�i� A - 1/4- a 'ZAMAC HAAM ANCHORS, AS MANUFACTURED BY DEWALL INC Mtn - 'rly � B:I) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAC NNIM ANCHOR, INTO THE �cENI ' ✓ FLORIDA BUILDING CODE (Hon Nigh J/81oG#i'J NufFtCOne Zone) BLOCK UN41 SHALL BE 1 1/4•. ? •' - " 44 7 '1 c o2N0 nreeo, ,c 24 GAGE GALVANIZED STEEL STORM PANEL ,�.. 8.2) CALK -IN 6L SOL@-SFT ANCHORS SMALL BE EMBEDDED 718' INTO THE CONCRETE BLOCN VNLi. NO GENT STUCCO 5M1At1 8C PERMITTED. 1/4° 0-20 SCREWS USED SHALL BE i 112' LONG MINIMUM SHOULD E%iST,. 7F = ,;,g ,PTI AAYJ2sm AND 1" MINIMUM FLSR WALLS WITH NO STUCCO. `a' GLOBAL PROTECTION PRODUCTS. U.C.LC. ITT S $TATi= . F _.. - '- - O /Nc DOL . ��'•,,� .n Rear s,w 3, S.w 8;3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FAUN . C ` -j Diu..2--­a elwLKmaNa caMPANY LwAE r� 3v,• - TORT ANA x. !-- 20-175 EXISTING WALL ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEANO SUCH ai 1\' - ed, LION SM I oI 1 -,w t93s7Mm-Teca -AN Ees.)ae9-eroT uvw. mans Dwmvw - ANCHORAGE SHALL BE AS MENTIONED IN B•I) AND IN 6.2). Sf[}{tiAl. =1 - ms r8 a4 CA-caoe"."�: Y4IAANnIN11H 4tE11t PJ< WA6TIF a 16yrt A,-,a gLaS/DALE 4xaSlMii I ,MI 11 INSIALLATION DETAILS FOR REGULAR PANEL (1) I INIQ PQWRED QQNCREJE _. TURE$ -Os � CONCRETE CNOCEBLOCK ._317POURED E '�OCK rr1 REOU W, REWIRED. frif CONCRETE ANCHORS / ( SEE SCHEDULE ON r CONCRETE ANCHORS SEE SCFImiA.E ON EXISnNO POURED SMLEEF3 B 7HROlIGN t0 ? — 2 5H THROUGH - SHEETS 9 .ROUGH tO ) z 2 I CONCRETE OR -' .. i REOC II CONCRETE BU1GN _ - - e Ex,A.,,,w"e „aIs T- if 1/4`r ( i% 'raI T-.�_.__..p. ,., CONCRETE ANCHORS r'V' _._--_ I .I I i i - i �_ (SEE S RE F_'E1 ff I x. ED. I SIT G SHEERS 9 THROUGH 10)%�,,, I p r i y �s f f `/.y 1 .f'. ✓ I - i. rs I E rfrf t // J I � t L 1 - 6 I ar �; U _ �__. -- >_� _..L...-, ,IA-. - T ".. _ ,.�..r.-_. eats w I SEPARATION _ _ TO CLASS. .. IwR W!'F'e? 6_._,_ .-.-..a_1.._.. sJi•A-ear TION ryR_ .-- AT 6. TO GLASS. '` "� LEMPH am z-r) E.6 f rrf I I - - / I t E3lrsnrlC i (`SEE SCHEDULE V # y...._ _ ._ 1' Ace. 11 SEE SCHEDULE R t t _ _ -- ,'- _ fi' � ,f yry O"LASS i ON SHEET 3) 1 1 t PANEL. LENICTtt I ': (SEE 5A,#EOUEE p ON SHEEN 3) I 1 I - thin. SEPARATION "L" LILT. "EL LEA. I I CONCRETE ANCHORS __ RITE _. .. __ , .. T ON SHEET 3) .._ _ ... 4 t TO GRASS. PANEL LENGTH I 1 j PANEL LENGTH M�OULE # E SC 1 ESE SEE SCHEDULE ...- .. SEE SCHE LE { SFHE 1 O1 3}. ON SHEET 31 (SEE SCHEDULE ON I i ON SHEET 3) ; ,ELT :_ 'i ...: SHEETS 9 THROUGH tO i -0 i 50T1 IT I E% G 55�8 ''1 , EX1STiNG� I r •r' {/" /1 r % - r' OF i.' j MAX. i 1 +'rkmt' CL I L'1 I 50% _ l I OF 1" a. OIASS I 1 1 01 `4'r' �,ra t o '✓;4.'d ,xEA08aTe }g w e a ,/a<-- 1 t f2 -sf`.•✓i '. ... I MAX. ,.> •.. „ .✓-. ''' I 1 ! frJ J %. <. t' .�-'N� i i .;.f I b t' 1 r.er ,r, I :. I E.0 : I :..,, I i E O '} I .a�jr r E.O. fr . I tT� �^y IXCIE `�I'> 4 �^g� L_._ (I�+7�AL11 /f; lr-r 1 O 1'2T1J2' 0 r. 1 (AS AP:'UCAeIE).i 1 1 •_ .,4""r MeI Aw9+EA HEAD t_IM.>�?S& ILIF `" I CONCFffT£ EB.➢C% L___-____ REQUIRED. I r _ _..J 1 CONCRETE ANCHORS __. If J I (5£E 5OH£OULE ON 'X. -EB#-•-o•-{O� % ,ALTi7E'NNTE -._-MLEG - 1. ME. -- - f1+F:,. fl S4RET5 9 TEIRDUGH TO) ,> w// (� ONLY WHEN SQUID " I SLY ffi CALM -IN ANCHORS .. .LOCIOON ;r , 'Sr/ r r^ X1--.• _- { ARE USED A W/ WHEN - -EXISTING POURED CONCRETE OR CONCRETE f9.00T1 AL1E'RNATE CONCRETE i__ POURED CONCRETE CoCRE7E AtKf10RS - , PANELMATES Aft USED. REWIRED. 0pRWTwNG ANCHOR$ OR CONK`.REIE OIL= REQUIRED, SIZ=D W/ % (SEE SCHEDULE ON SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) it SOME 3/e.t• SCALE 3/8.1• SCALE 3/8-i' +, �i3OA'',��RMA-r1q� �1 CEOs '.✓ FLORIDA BUILDING CODE (Non Nth Woolly Nu Cone Zone) - E.D. =EDGE DISTANCE IEOR CDM91tNAf{jN TIF SECTN3N1: - . 441 - _ 67 s # * * i STATED ¢' —=-"_. O3°Y0 mTEroL, 24 GAGE DALVANIZEO STEEL STORM PANT iL ECO#Na. GLOBAL PROTECTION PRODUCTS, U.C. Ft" DRMe en m O (SEE SCHEDULE ON SHEETS S & 10) TOP 6T BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO 5UrF ANY a�p`'.,, R: - >4" fORIDT" ,•' .y '' '4°O 12,t1 Na t a dITAP 450D Ym M a1RM M.. aww. W, r m IswAM+rew. n. AtFN D'11'E• n- smt4 PHn1t: FAx: 20-175 INSTALLATION, , Ci\ d >// / N s NOR,;,4W tAii-,,,,, ""n Gel n -.mO m-+OrI gs0011-Isis vmIA69-67st CA-DOOe719 munY" ... LW./LT1 A TNLR x; P.E Lm +T-,a OROM Nu: iMflT t OF 18 -+-,. C- cn ffi N }, U L_ (1) L- CL O -0 O = .0) m-0a— U � N N L- U 0 -- ��- L-- M = O - O — w u-- 1+- O �� ♦V .� fn O - /0- r- /� yL . .� .,y V/J� l L 4 z z W J INSIALILATION DETAM E08 REGULAR PANEL STALLATIGbI DEJAILS EgR fiEGUU(R--pALNLLCD INTO POND CONCRETE OR Q.ONCRETE BLACK STR CTURES INTO WOOD STRUCTURES I ___.- INSTALLATION DETAILS FOR REGULAR PANEL t) INTO WOOD I e 1. 11 - _.._ f__ _.-S�PMARATWN t -a--'-;^.- ALTERNATE CONCRETE ,, _- j11 WOOD ANCHORS I i' __._ TO GLASS. ____ ANCHORS LOCATION JIi (5€E SCHmVLE ON �{ t/A•r,L- ). (SEE SCtNmU1,E 1 tJ4's-ba,t' ALTERNATE LEG CONCRETE ANCHDRB p SEE SCHEDULE Or! i POURED CON... '" i1 SHEET 11) ,. 1 ;-_...,. 1wAb ealm i ON SHEET 3) i r -- G 1S 4'A8" (Min.) EX1.5ri#FG F . f --r- '�@G4TIOM EXISTING ED *'" s,a a e Ifs' a:c. ,_,_�, Wpt)p •' k. , r t C3EE SQIEOULE ON EXISTING POURED CONCRETE 1 SHEETS 9 THROUGH 10) CONCRETE .-.. -- : / I t s_ - _ �_.., EVE OR PA q CRAM REQUIRED. STRt}C?UkA2 "'/ f 1' tt -� OR CONCRETE BLOCK r;... �i ' t d .-.-,._...,.._..- _ ._.. IutaN Dar r-E7 ADEQUACY OF £XI NNG WOOD rC a r 1 Cn �/ SHEETS 9 THROUGH 16gt OR CONCRETE BLOCK REQUIRED. Y � j �• t --__-_ - e REWIRED, ' .:.. /, , ' !` 1L `-T F __.._.- _ E� 'f I .¢; , t j 1 kmA BEAM TO BE CERTIFIED BY j --E•D. �NfLTEti4MTE 4E0 CONCRETE ANCHORS �`��; r '` r. 'I.. EXL5T1yF3--I 1' '_ I PANEL LENGIIH REGISTERED ENGINEER C , s t 4 '� �f ' f j -- n1 E%ISnNO POURED -- - - ..S' [bF1CRETE aFL'UAi&0� (SEE SCHEDULE ON r%^ ; �D HEED Wo00 ANCHORS {' I ' t OU'S'' i t (SEE SCHEDULE I AP,CHT'ECT PRIOR Tp sH1IfTEA r _ REWIRED , I (SEE SCHEDULE TIN 11 '� I L�---_-. A_ ON SHEET t FOR IIeAUATWN. - '''-- ` SHEETS 9 THRI%IDH 1 r.. _... 2 ' f_:' Ily J I - ! _WIND ANCHORS ALTERNATE TVOOO ANCHOFm ' - t• Yon. -- ^1 / .'''- _ 1/4• SHEET ii OI f j.- -j,� ,, 1/4'Yl' .w7I rb rd.TD f ,, f'' � 'i✓ • " v ,^ri�'r/i r:�, -_ ; 10i,• ./.•.1' w s arwx ,mm MAX.) t I � SPACER Q / `F {SEE SCNEWiLE ON SH SCHEDIll.E OH r 'I, I qrr t `l'J' +--'-m etmDOL ,Ex 9f#w aL I — 4- '' J2-1 =' ._' 0 i "`� -SPACER_ I , �' ' ) I •+-En,-. ../ F )11+ 1 J1/ J .. 1 - 1 $HEEr }i : 1/z' 'i rixo% Ro'/ 19D ,1 ., .�CER 8 SHEET' 11 91 . w �- - I: 1 I/4 -aa, 95. M:B w! 1. d<, MAX. �.. / 1 , I ; ,. _., I E _.,_ 3; `.. #.....(D I- . CONCRETE ANCHORS ._ . a i2 1/Y O.c ;rI'."{f i a ". 1 WOOD HEADEF( . ' , 1 . ,,, I + ( } :...ti ;.- 'I '! , :. Y 1/4' 1i (.` I REOUIREO / 2 EO \ 1 - _-..._ y _T_ t. (SEE scHEDULE. 4N r.,- ,�... - s .ix !_ r 2 -, t 1 ,• Y': I I MAX. WOOD HEADE,'{7 :, 1/2' _--..._--_.-.--- 3 t SWEETS 9 THROUGH 10), i-..: I T 4`!-.xD.T• G0. _ __ i REQUITED ;:/ C ---- 1 -*--a �/ J s f , , :.ij 1 • t ', MbI i. ( I '.- - 1 i -"i ,' t 1 4Y-9W1" # N 1 r. N@D Na7a ; %i, 'r ':. i1 - I ED : ., I ! 1 I E1LSi9NG 8 - I { I`; ! wDm ttaTs I # � I Eb -a{mot 1.,- -x e a T/4• ac r r '/,r ij i 1" Max. ,-' I I '�-' L_.-_ '• !'--_-..L�._•_....1 - i r DOSTING9 A t< 1 % ,+ - N _ --__- GLA95 1 I W900 NNCHOR5 1; € I w e e ,H. ,u l•:. :.T rfi -;fff // i pANEL LEMCrMI t ' I I` MAIL LONG ALUMINUM SPACERS a 12 1/2` t 1 r2' r I G1A55`�"E I EY). q I F%r%f1/i-1!'+/, i {SEE SCHEDULE J �1 1 ll I i )+�D.C. (SEE TABLE j1 ON SHEET TT.) # 1 (SEE SCHEDULE ON :'MITI. y 1ICU # I -T� mAY .. i - 1 T ON SHEET 3 + SEPMO, i 01 I 3 I �. + 1 I t'i SM{EE7 tt f , / t�yj}- I SEE NOTE +' 8F1.DW F,7R LIMITATIONS FOR Mln. y^• Cl) IT I Jf/ rr r '�•%' - t ! 1 ARA ( MR SPACFR(d) 1 1 # I MAX, ' �, i 1 1 2 LONG SLEEVES. t I ..t 'E } ) r -' I ss -2w,- 1 FI" ¢ '!`.r. I ( SEPARATION Si Ac SDHEOULF:' 1L Mo. # I ,'.. . „ J * �SEPARATWN Ti3 i:+r 1 „'. <` I TLO GLASS. T TO GLASS, 1 PANEL .LENGTH � � 1` GLASS.(SEF 1 Y 2 ,C_ _. - AT TA as `�1%� ✓ 3.. I , ON SHIFTS : PANEL tENiSTti # I k . . 6 - i --`-_ -( A (SEE SCHEDULE O SEE SCHEYOULE ! 1 1 � �). J. _...___ . _ r t011aI,ia ' '., n. - ION TO C4ASS. 1 afs'r-mlt' I. I (SEE SCHEDULE I e/4'.-3a.r" 9 6 10 F {SEE 50EIfDULE # I i ,i I O PANEL MAT- FERULE ID OR PANEL MATE SCSHEETE I I +w 1 MPn. SEPARATION TO G1iUS. I E ,/ y.aOAr• 'L' MAX 6 I 'a7 1 63'. lATLT6 w # ON SHEET 3) 1 DN SHEET 3) 1, __ ° t ON SHEET 3) A R _.t. .. -.. -. "L" MaK. (SEE SCHEDULE ON I Ss. Leis GHQ t ON SHEET 3) 1 --Ar fA oa7NAP� SPACEa # 1 ON SHEET 3) #- _ . ,N. L PLUS {SEE SCHEDULE ON SHEET 11 _ y. Gt # i --_`1 PANEL LENGTH I._ __::_-SHIFT 3) I.', (u1E RN NwM1 'L`Mm,. i _.-_-�1/' OAZ FaN Fwet E - ... ! E ___ _ __I - _ fae wAEt i N - S.i90.rSw PANEL LENGTH - - `. ) # _ _ [ 1..__. i E aC+imULE ON SHEET 3) I S_ 11 ,._:_.__ - -: 1_.._. 1 (SEE SCMEDIILE I _ - _ _,. Org I 1 _ 'CLt£ 1aw3Fwn SING j SEPMATInN I 2'xk' WOOD 4 F _.__ __..._- _.._ _ LENGTH 1 3Ep DON i ON SHEET 3) fX6n -.. A t SNEE.TEDISiE �'-� - - - N # _..- --- --._ 1___ ' __. --1 r0 GLASS. I PLATE IN i 1 PANEL E7{15Ti t NG. i N 6 iD GLA55. 1 ... ,) GLASS -1 .. ' u3ae, rwl r-+n PANEL LENCn4 �� I. :_,_ r ,f MAGI, oel r-,N•) ' - -v`- t ; GLA55 (sEE sGHEOifl.E I "� PLA RECKONED Art 1__-:_ I.._.. J. LFwm,aN r-a'y MAX,ON SHEET 3) i _ :---- --:._ _�..__: '1 {aN 51SEE scHmulf 'gyp it(.. __ fitAIS5 1 a ON W 3LE j 6 x ��v,� - I ON sHEEt J) I O:✓ 1 !_-.,..,..,�.r..,_....-_.___......__ ,_ -- - - ELT ) F�J(j�j,CDL 54 i ♦, F U) Y ) t 4F T-' ,.,,rr I .....(T I OF ' t I 1� �:4A_:.- .. .-_. i t I ! i, II'._a' # I _ 3 # I 11 /�'°''t I I RNA IVE 1W' # i k ;,-,.AF._,_ # t iLJSX� f'rr I MPX. r l✓ j f i , � I _ 1 1 ,. ._ A�} SCALE 3/eet' i Sp% E I /�i OF Y- f. el ., _, "` "' r i r,, tJ I _ _ SEE MAX.EA 11 ON SHIM DESIGN LOADS FOR THIS PANEL LEA 4k t OF 'L' r ) 1 1� MA%. }/ .a-_._ `lea f I r/ -`r i 1 ( y, 8 I ED lrr I .4r}'f SPACER I .L. ; t I 50S I I O 12 1/2' O.C, J3 L NSTALLA t j - 1 !F-t� N o l2 1 QC- - L r -- ._ :r rr LIIfGM I i ", __� OF 1' - - II - I ,�{ - - 1 U 4 i 1 �• 1 �, l• l F Eb 1 0 -..7 `. i 1 I - 1 ---_ TTT'--'''' d - - _I ---_.-._. __-_.__ _- -___1 I __ ,. _ I ._ # -'_-_. I - -a) :3 1 I -- I # i O T2 t 2 O.C. ,:" ..._ I N -'• --i �VCA-m"1- j.; ,I Ng •rim. 8a19 JC- _ - . 1 f^- I / Eutx 1 ¢ `w., No FINIL��_HHI._.,.. I. O t2 t 2" O.C, t1Ax it D ._.... .. _I n9Ao )%k#s I 4 ,4"r\ •4 s t...` \N :'• .. CONCRETE ANCHORS CONCRETE AN',AORS :`'>r' !�' _ .,_ _. ,_.. ,,.'^;.... 'Cw :. �• I 1 I +'`. I I , ,.-.. .-' AALCWt # i _._..._., -.- - -L _ > g v ^, tj, w d T/4 C.C, EXISTING POURED, „', ..� ,. .- "',°yeti\\." (SEE SCHEDULE ON r,! ;r.' ,_.��T^q�� (sEE snHEOULE oN :,r,,, .,. .I_ _. , _.i q� �,`..., "I..:.. I •• i� . ,ti! sNEETS 9 THROUGH 10):- `•=' j.._ y.� 2 t LONG MJJC ALUMINUM # 1 _ CONCRETE a' ..'t„`,y',S,:Y�'+, ti.�' '?. "*�,:;'! _Eg6£ OF WALL OR STAB ,,r�:. SHEETS 9 TM6t0UGH 10 ,.� '-- 9 /8" •'• -_- L-.1 I -_ O�FiSW/ STUD _-- �...__ WOOD ** '.,`; (ANT, CbN071toN) % SPACERS O 6 1 4 O.C. VALID FOR E� - - 1: -.'- .-_ _ (SEE SCHEDULE ON ! SP� 9A MAY BE I t _ I I, 1 O REWIRED »-. ' /2" 1DW6 r: r-� r_ / ) ,__ ' _--t -�-. , 2`si• Y1000 PLATE - '„ L- 3JA 2 1 CON POURED CONCRETE MIL DES" LOADS AND PANEL 4 *2� MAX4a A ROOF HOpN l TW1 s A eaTR anaN FROM ARM _ %6` W000 \• %��, TI CONCRETE BLOCK ' i1 ' ir, SHEET II) 1 (I) mmimom A UYITFD To A OIL STORY suiumm s wrm 15-0` DECK REQUIRED DtISTBNG POURED CONCRETE LENGTHS PER SHEET 3. :, +- REQUIRED M'000 ANCHORS /.� CONCRETE ANCHORS !fF' REoumm. OR CONCRETE BLOCK ' � 2".IA° WQOD _ , ' � k WOOD ANCHORS _-_-._ I is - ($EE SCHEDULE ON � ■ ■ (SEE UIS ON - • REWN4EIJ, -�p� 1' MO. LONG Al1XA1NVM SPACERS 0 ...;.. ,� I I eDpnrw wl3atT CLRdEtNRY NOFOATiO aw SHEET 1T). `-` IoV _- v' V PLATE REIJUIRED .N, jkWO ANCHORS {SEE SCHEDULE ON _ _..�,_,_„_.,, 3/4 -.- `; ' SHEET }t) F / ON SHEET 3 MAY BE REDUCED 7D 1J4` AS ,` ,,`. U I� b •:•."' .PIniE R tREO CO AYwM011E GowG TINaI mMw•OHEWT 9A 4pANE1 1&T1E FEM/iE w OR SHEET 11) ."•"'...•._.'. _.,-..., 11114 ; f . SHEETS 9 THROUGH 10) EO'..---- /:' 12 7 2- O.C. SEE TABLE T CNN STAGGERED W STUD WOOD SHEETS 9 # 70.) I •"' ..._ 1" YIN- *.E3n/ATtaN ro GI•ASY IlmwaTED ' i {i . (SEE SCHEDFLE OM IDNG A5 iTTE Fa1OAIND OOWdP4IN6 ARE - __.__, or/. ,,.... IMN9, 1AATi PiULU ^.k4ALi. SPACED MA,AR01 AT 8 T,J4 aG. a f /9 SHEET 11) ompuD wRM OHMS s A 91DN AwOY 12 tj," OLG 9PAONi4 AIioWBL CAN v GILDvan -OUT MOUNTING steer &)- _ r._- 1 , I I (I) RIVING o ves N•S W) EAK 24 a.1 pNpEt. LESwM R LNwEO 1a 86` AT NIS aPONq SECTION $ r�y ON D' - :-- Id' I (THIS 6 A HHS"Wrm "" LMRMR PANEL Looms Ai!lM ON — SCN,E 3/8-1` SCALE 3/8-1- 3'tET' 8-1, Gro 111_iarN STORM PAMEI. I[NIGiH rs WALL MOUNTiNG 6 DIRECT MOUNT 1 5s6+EOIAc WM9ZT ARM). rtEILMG ELM MOUNTING BUILD -OUT MOUNTING ALTERNATIVE 2W 1 (4)1 I/r LONG WAGON Ca FN f9A snuL 9E AS WOCM ON ALTERNATIVE 3W eW'jT1��„^i„ E��OUNTiNG i3) sTOWA OWD INSTALLATION WOCIID F M ChLyWAL SCALE 3J8�-1" MEET z ItATAL/LTrow or i aJ2' MXGaPN�R a RB MY I ALTERNATIVE M co FNnL9 RL'.{"G.T 1 W MO AN %JLS8N6 wOpD FRNffi. WALL VNw FOR WNs ZONES M. 2 Mw i AS GEFFRREO eY A4M v SOME 8/11R7" N""IMIN N - Sd'.AIE 3/8+.1" (Al WSYAWTIatI YAUD ONLY' PLR wN1O E-1NNa 5TAx9li0 kW1 "NNE 202G C+WI EDMOWN OF THE FLORIDA, Nr SCALE 3J8.1" ,, a A: r� � VtAVYt4i41INI1NN4 y 20WE5 i, 2 & 3 PER AWN E BW'ONG -.�.� 9NN oe. rENMHNNA4pA i*,.-`�CEN �t Qy / A A r!(L''49 S4r s LLI a a>:' UGENS� :. �.� FLORIDA BUILDING CODE (Non With Velocity Hurcicone Zone y\CEN � s FLORIDA BUILDING CODE Nan High Velocity IOU cone Zone NM FOR CQMB1WATIDN OF S=t=. * • 44167 - FLORIDA BUILDING CODE (Non High VelocityHurrtcone Zone 4f20xG mmca. aNs, Fs. O FE7'T1 N • 1. IN5TALWTION ARE ONLY VALID FOR MAX, A,S.O.. I . INSTALLATION ARE ONLY VAUD FOR MAX. A 5 D - _ D. 44167 . - GALVANIZED STORM PANEL N F()g (D�jnNATON F D 5. = r NO, 44157 r OmID nL/EcaL me 24 GAGE GALVANIZED STEEL STORM PANEL TP' TOP & BOTTOM -MOUNTINGS RAN D£ DESIGN PRESSURE RATING (p.S1 AND PANEL iN�,1}(5 D 1 Ea' tet 24 GAGE GALVANIZED STEEL STORY PANEL fP' Q a _ 24 GAGE AL ED STEEL Oft" i DESIGN PRESSURE RATING s * • * . T1' (p.s.f) AND PANEL LENGTHS A, aIW9W 6r. g j:,• STATE (jF f F a 7M A « COMBINED IN ANY WAY TO SUIT ANY A5 PER SCHEOtlLES ON SHEET - f3 _ e / Dom" N Z 14Y OF � "-`�-- 97A7/tma TOP &BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR i a _.-.,,. "'NN"1°•s'""w" m/2T INSTALLATK1N, 2. FOR NEW WOOD FRAME: CONSTRUCTION: WOOD NOTE FiAt- "•" R ®x -- -'?T `' • _ ^- z -o - - � �w,G�.� %'q70 y fi - _.a « 1L* E GLOBAL PROTECTION PRODUCTS, LLC. tr'/x7u E.D. = ED(IE DISTANCE s ^a': STAfiEO`f E C 0 #Nc. GLOBAL PROifCiION PRODUCTSF L1-C. wtc COM8iNE0 IN AWY WAY TO SUIT AEJY ALTERNATE 2W} z 9 , STATE OP-- . I B E C O .Mc. GL:r�BAL PROTECTION PRODUCTSA LLC, DOE- MEMBERS TO Be SOUTHERN PINE No 2, W/ SP€CMMC � _ -,- I LTi C�C�+ #Nt- (SEE SCHEDULE ON TOP & BOTTOM MOUNTINCS CAN BE � - F P 'eetr S. fill smm INSTALLATION, t7 'Loa sw. si STREW '+ f(j T"' - - � MOD 9A 51 sww z SHEETS 9 & 1D COMBINED IN ANY WAY TO SOFT ANY '� `° LORId L iIT!"i aee. taa +waw: olNowz'' aa1w ONWI iL IM1N 2. FOR NEW WOOD fRAME CONSTRUCT}ON: WOOD �''• 'O '••�Ofltd�% 7canNio R ENa cETNRa co"PFIL DENSITY OF 0-55 OR EQUAL- VIAL E '2 TwT Tcmtm t tnrawcttmw cDLaAwY matE F ,na1A ' e•_ vvi = 2D-175 1 y. Ce'Lv st. NOR i Y xA 1aGru+svmn n a1,M ° 333TA 2D-175 N/1NAit IT....A ,AA Afw e. ".. Io. wYON waDA R 41,N 2G-175 y • • •• • • `� / �� %m. , 17a9 -,CIA 1s4. MMN N1-1eA F4LltG (N64)N9-'7545, TA, iO4)118Y-a7N7 1 H.w, nYB 41-,ADO . to , t:�1 eT-,AS, Pwp1E: WNNN9'7501 FNC (8M)bp1-8797 -. _ I - - -; m-.CN . Sa , HmH "+-,16, — (N5478B A" r" Fkt fesl)bNN-- •••••�,OM ..rNewwN,.ly - ao.r Pa.IeN Awe aAr fWNs. re DFAEWNG Na. INSTALtAttON. /tIA18L E'�. is r ppA„NIO Nm M€NSITY TO BE SIJtlTHERN PINE Na 2. W/ SPECIFIC NItiti"�it { ­ mo.nN AAA "4. e..s. -AN, pAWMT N. rweA-090li19 o.. N„A..N rs . m A7-Te m s TNµ7Wt A TR.ur Nr PE.. "N n-w - NrRHiRe4lIF.4JSIMaURT{OATE r6a p,-00" i •- eTs A.s OENSf(Y DF 0:55 OR EQUAL. feMM9NN9Y1G'WIP'AtURFJaATE r A Tj m-, TIE PE S:ALA70NMTGPEfaA1£ � Ts1 A TAIn Jr, P,E 4 S1,R7 5 W to 44167 e a 9,IEt7 8 a 18 4t}6S a mMii 7 9F 1tr 4 SHEET NO. SH 1.3 :I':.I Il 1 11I I- - I -- - 1 1. I 11.1 I1 L.. END CLOSURES ETAi FOR .INSTALLATtON IN POURED CONCRETE CONCRETE &O,CK OR WOOD STRUCTURES* VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM. PANE�.�jj�YSTEMS 11, I '.. jh_. .,A_.._..., t',(i)..a 10 OR oR (.; 1 1_- VARHSS Yk4' WOOD FLAME 2' . 3' x .093' ONTO H-14 OR n ` Y MQI. (I &. 0 REOU41E0 6 ALLOY LY;4rT. ALUM ANOLE AtIW.E w1TN 2" . 1 3J __ I r�y 2 TAPCON t2' 0.G �fj��� PpMp WNCNEJE CONCRETE 1\'!' 1. im'-4- BLOCK ON 2 .4" WOOD FRAME PpteUPD CONCRETE, I 1 1/4•b Y V 3/4' Vf�_ . 2 3IREDA t91al BLOCiK` _ �..� ANCHOR { fY J ..iY,! }, V DR In 1wr ALOE[ `%E:__%.,,ma's J -- W •, 1 1; 'i� `C�2 I 4'e r 1 <' 4 � f`nv 3' 3 . r- - RPDC+Y1. ANCHOR tMht -' 1flillAtEEEL ^- H1GTgNi' a i,' O.C. § VARIE$ 12" A 2' , ASS• .. J!-,Y Ma 2` I 2° 3` x.DSO' CONE: 'IrY.M 9D< L,<113. „ ALiNA. ANGLE OR ,/ !�} ? -Iq- -_.-.1 _r w_.».+a sR x V.: AC9s MEfKSALOY, HIS4 SHEET ARM MATE PWR49 ;+ t" I I_. rm'.BLOCK _ } �*�,R ��� .. ,{ REOIAREU 17t212"IrM .AmLEm f1 < v.• Mn, CAP _ .7 4tpl.T' 31,e', OR0 0 1t dC. 71Os-N1f OR 6DB]-TB 41.Lo. 01 W/dAGiNIR Cmt Hum ANGLE CAS, A (PLAN) CASE B PLAN) CASE C PLANT CASE D (PLW SCALE 1/4':c1" SCALE I/4"-1` SCALE 1/4».1" SCALE T/4°-1' _..f'-__,5€TPOR CAUK-� ANEIMATE R 15% %"- POURED WtO. F. I•-- '-�-- �✓ ,© 0) a OR Eft ' t"OP, DOITOM DR •PAN I% PINS (SEE OVMIN. PANEL CONCRETE BLDC%EiA7S-' J W4KE5 I �( OR Y'N' WOOD SINES OF OPT"D SCHEptEE ON '..lG£R 9. ALAP BEYOND ' 214 WOW FRIyE 3" v-1 T & 0 � ��® c a5 wPINYeI.E to a t,7 OPINING WIDTH, PDLLFIED CONCRf1E, DONCRI;±E REQUIRES ` • `•. ''' A - :- 9tBCK OR 2•Xe" wood FRAiM¢. 1'-. •- ` �` V. . ., REDUCLFD 4 sac.; \ r. 4 4'Me .. .... 1 ! -�_tL--,©OR� ,- -lvu.,. BEAR wl RED V I'� WCI L-(T�)PAPAL a TAEARLL MT FLWOEY D ANE m nAll. tNEYElT C'UT END PANEL) Y - B_i) DISTANCE 1 1RAGt �_---- I-�IPI ^ ., «�___ ";,"i0.13; t_'� ".I.......... CASE G (PLAN, A, N %. SCALE 1/4'-I' If ,,aa,S�}( `-_ VALID FOR DIRECT MOUNT INSTALLATION ONLY ''��GEN a-.- NUT. se0aut � • �y,, & F " C1,WTFIED PANEL INSTALLATION AT WALLS Wf No, 44167 S SURFACE LEVEL VARIATIONS: WITHIN 3f4» f 1 E * t . # FLORIDA BUILDING CODE Non High Vsloclt HUrA}cone Zonal CASE E� CASE F ( PLAN t % ... � F 24 GAGE GALVANIZED STEEL STORM PANEL •� SCALE 1/ SCALE 1/ T s, "r , L O R I DP,''`++,yr ti ,,,� %111 ,�/ i L . C ©LINE. MOM PROTECTION PRODUCTS, Lw. , Dec.. ",III, (M� Q ! Cl/WN6ITBN1p WMP4M'f NO9 &w. 61 SiRAz-T " p i 'at.Cf' J DR. i. f« l rU6wG GMIDu. R 91M D,M4. R SU14 / f . ow M1_143f s OD37 47t-M>t PRO' (W)SIO-7646, FAR: I964jE6R-6m 20-175 «Ck_Om+ -1+x t9 -,, ,, ,PURXA ,a.' .Dais+! 7AM _Ace PE SGL/9S wm4i is CA-OOp, 1 44n9 A ,LINT " P.L r RA Tt,.: f IME#1 6 1X A. N747 (VAUD ONLY FOR PANEL (9 INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7) MAK AS D DESIGN PRESSURE (p.e.t.) MAIDMUM ANCHORS SPACING FOR E.D. - AS 94OWN OWN SHEETS 5 & 7 APPLICABLE 7f AD C)LION OF(tt,) MAIGMUM PANEL LENGTH TAPCON LAC SCREW - PANELMATE FEMME: !0 PANEWMTE PLUS WOOD BUSHING, G 13- 13" IY 13' 13` iW (TOP) 3' 1' 13 13- t3' is, 1W (BOTTOM) 6 1/2" 6 1/2' 5 1/2- 6 1/2" 61h' 20 (LOP) - 6 1/4- 12^1/2` 6 1/4' - (BOTT.`) '3• C -, $" _ 816 -- e« 3. (TOP) 60Ss _ aw 13, 1T­_ 13" 13' OP) (TO') (T -43 +45.OR LESS 1 3 t3' `Ir 43` - 3 tY w M (60R0 73' 73' 13' 13' 8 1!2« W (TOp) 13` 13 lY 13' 61 JIW (BOTTOM) 6 1/2- 6 1/2" 6 1/2- 6 1/2- 6 fh` (TOP) 6 1/4- 12 1/2' 6 IJ4" (BptT.•) >S'-w 4 t Y 4" 0 2 ! 61 2' / (TOP) 14'-4r - 3W (BOTTOM) TO 1/2`. 9 !'2 ' f2" C W OP 13° 13" 13' #72"3" 5 1/2' 4W {BOTTOM) P SEE TABLE #1 FOR MAX. AS,D. DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 MAX. A.S.D.. DESIGN PRESSURE (P.J.) MAXIMUM ANCHORS SPACING FOR E,D. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE Tu C % OF THEM MAXIMUM PANEL LEN�TFI (N') TAPCON LAG SCREW PANE LE ID P PLIL)STE ' BUSHING t3" 13` 13` 13" 13' 1W (TOP) 1 3' 1 . 3 t Y 13' 8" wnDM 1W ( ) 6 A". 6 112• 6 1/1. 6 1/2' 6 1jY 2W (TOE - - _ - B 1/4" 12 1/2' 6 I/4' (sm..) 51- ' �.7 7" 7 iJ2 $ _ _, 8 DGP) ltaBB 1. Y / 8' _ 6' B— - 3W TTOM (DTI ) tY I3• 13" 13" 13" � 445 -46 7 +75.-75 13- lY t r Y I « 3 i ° 3 iW BOTTOM ) 13' t3' 13' lY 10` _ tW ) tY 13' 13' 43' b 1/4' 1w (BOTTOM) 6 ih' 6 1/2• 1 5 I/2- 6 1/2' 6 1/2' 2W (TOP) - 6 Ile 12 1/2' 6 1/4, 2w (am,") >5`-O' 4 1 f2 5" 7 2" 4 f 7 1 2' / - 3W (TOP) tO 7'-S' 5" 5 1/1' 6' B' 3W (BOTTOM) t3_" 12" 13" 13" 5 t 2' W GDP) 1S" '^ 13' I Y 13" tD" 4W (BDRtAb): • SEE TABLE %T FOR MAX. LSD. DESIGN LOADS & MAX, PMiEI. LENGTHS WHEN SPACER ip IS USED, DORRESPON(NNG ONLY TO ALTERNATE 2W ON SHEET 6 TABLE 41 e A,S.D. DE" LOAD LENGTiPANEL 40 PSF OR LESS 6'-6' > 40 PSF TO 50 PSF W-2' > 50 PSF TO 60 PSF S•-I D" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS & W/ SPhO150-tio4Z 1/2' O.C, MAXIMUM A-5.0, OESIGN PRMURE RATING FOR REGULAR MRM RAIJEL INSTALLAIMNS (",L) AND CORREJEONDING INTO COWM,E MAXIMUM A CONCRETE ANCHOR MCIN9 SCHEDULE BLOCK STRUCTURES (VALID ONLY FOR PANELINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) FEMALE L4ip NA. TC['rrAr • CEO•. 1. s A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS Wj SOLID SET ANCHORS & Wj SPACER AT 12 1/2f O.G. FLORIRA BUILDING CODE Non ,Ht h VelocityHurrTcone .Zone) two, r : 44167 '. E mom INTffA.INC.24 GAGE GALVANIZED STEEL STORM PANEL ax-M en * :'k GLOBAL PROTECTION PRODUCTS, LLC. e7m�0'Q AFEUF�t "=� �L ECLi LNa. :�4 ARID •� -•-�z�'� " f. « 1QNR w n.COMPANY #ea . . s6EL7 IM,Y. I7. 3ss,4 20-175 c4S ! >� n1_wf na = Wm m-1al P roNe (Q64Hes 7s45 rAr (anima-em .. a: r RI.GDw N CA-WOe Va sn xa . ELLS DwxM1b iw: NAIML : 1VIAE'/D4ii WAL ERA JT.1.. £ " "'N's '; tkV46T • OT le MAX. A5A, PRESSURE RATING {P.W.i,) MN319�R1M ANCHORS SPACING FOR MIN 50. PER SCHEDULE BELOW APPLICA&E � �, G061OW.710N Ox TNEOI ' 1AIX11N1M !.MOOCH .tt t 9 iN3(. AJTA: PRESSURE � {P,9..7 M0.1RMU4 %i'IONOR6 SPACING FOR Mgt ED. PER SCHEDULE l3ElA7t APPLICABLE � �, C� of THEM ' MA7(NAUM 1fNGT1! �.. t ) TAPWN SOUR -SET PANQMATE f D PANEI_M+.TE PLUS �tMAC-ORLON CALK -IN TAPDON SCUD -SEC ('ANq.Ya 1 PAIN P4US IE YaMAG-NMtk7 CALK -IN m m - 7S' ro m PQ4ar2 tD TES 76 ro .. 7{7 CaNxlcrc m m 'CR4tREtE m ... m Nx4AYElE lY tS` 1J' 13' 1Y lY 13" 43` 13• iY T-{TOP) LESS 13` 13' 13' 13' iS' )J' S3' 1S" 13" f3» 13 ' it 12 / i' (LOP) LE5.5 1Y t3' 73' 13' 13' 1]' t3' 73' t3' 13' 73" 1 (BOTTOM:) T3' t3" 13' 13' t3• 13" tY 13' 13' tY 13' tl 1/2 t BOTTl3A} 13' tY 73" 13' r.� 13' tY 13" 13' t3' 13` 13` 2 (TOT') 15' 13' 13" 13` (3' T3' 13' 73' tY tY t3` ti IJ2 2 t1TIP) 73' 1S' 3' IY IY i ' 3 f3' 13' fY t' 3 t Y t J 2 (B(TRDM} 5 tY S 1Y 3 Y Y J tY )S' 1 t Y 2 OaRa t - Ya3 t ' t • t ' 3--12 tY1313t3fJ3t3{i0P)1a t' 3 13' 3' 73' 13' 13' 1." 3 13' 3 13' ° 13 11 J2 4.w) 1/212I/2 b1/4"72t/1"12if2"-$1j4"6tf<'3(907T0tdj00R--?tj2?th81/4'8tfa"721/2'2if2--6f/e'8If4'3(BDf}}0M)d�g• '. li 5. 6, Bf $. 6` 7 1/2': 4 OP) 5` 5 1/Y: 5" 6• $' 6 t/x':. $' 7 i/Y 0• 8. 6. 5, _--._.a 4. (TOP) g• - - B• 6' - $` a"` - 9' (BOiYOM) $' 6' e' $` -_ B' ..13" - 8' tBDi:. t3' i'� 3 1 a t3` f3' 13' i3" 13' 1. 3 iJ` � 13,.. 13` 5 (TOp} 7]` -. 73" �15` f]" T3"- f3" ' iY t]" 13' i3" ` T If2 d'(TOP) 13' ]' 3 43' i' 3 13' 7 Y t' 3 1" ] I 3° 1 ' 3 t" 3 #3 " 9 (BDT1oM). 7 " 3 73 —13;-- 13' _ f ' 3 __ 13` _t_ 3' __ 13" t]" _ 1J' __ Y -it 1. 14 _ I 5'RORTDM` ( ) , $ P 1 _ t i �1. �. 73' 1S' I 1S' _ t3' �13"u /3' 13" 1 ( 8 0 SNY I' it FL1R N9NSIDRS tWE a SPAC9K. FOR p8TA1L1.TIdHS ,MnO WORD #7LMrt tR)ADM65, 4' 1wNNdUN ANCHOR SPACda4 AND WNMLLIM EDGE LiCTANCE ARE RdOKYIim ON 1N5 SCHEDULE FOR E.D: 1J55 INNN MDX'AEO oW SDIEDUIE REDUCE ANCHOR SPACING ESN IeAti@LtYlG SPACING SMOwk ON SCHE6IA,E BY 71I[ FOlLO1IRO FACTORS. iiKt TM@ OPERATION ro BF vOSStEai i1EDUOFA SPACMa DBUR(D MSMO FACTOR SNwl M'R BE LFbs THAN MINIMUM 49NYOY BP4CW0 WdGIffi F'Mt FA,CYU ANROR TYPE SBN 1t� trvaar«• '� t/4'9 4/+'• I f4`e i f4'f 1/<1 i ji�A/ TAPOWI 1,'OtA-&EI a Aye i1tlUL /MESH __ DN1f-W M04N9R4 ANCkgR SPACING (M.) S 3 ] 3 2 t/2' 2 i/2 M„�M BR) S 3 3 1JY 1 TWTANfI LEG) -,LOCI S 3 iJ2' 3 If2' 3 t/x s 1JY' 4 IICTLMl 1� OIBR911LF E.D. FACTURE -•. -LAN __ � �_.--.__ _ - ;.b0 i.W 1A3 SPACINGS ONLY VAl.1U WHEN SPACER 9 IS lU^ED. SEE #4 FOR DESIGN LADS &MAX. PANEL WHEN SPACER l5 USED. T € �t 6 LSD. DESIGN: LOAD MAXIMUM PAIL LENGTH 40 PSF 4R LESS 6•-6` > 4O PSF TO 50 PSF 6'-2° > 50 PSF TO 80 PSF 5'-10" _ __.._....._.,_____...__._..�...,,._..-._._�_.....-..,._..,..:.MrI40RS (SEE SECTIONS & ALTERNATNES ON SHEETS 13. 14, 15 &16)------_.__.__.,.._____ ___ ._._. O,I,j Z . a`1. R-1A/13, R-2A/13, R-3A/14, R-10/13. R-2Bji3. R-2 ji4. 3' MAX `. ft R-LAW/13, R-2AW/15, R-3AW/16. R-1DW/15, R-2BW/15, R-3BW/16. 1" "IN -I v v a o 0 o a 0 ., 6 • I - -- t __-. 1 1_ ____' _._.._� _ -__�-_._..,__,:{f lf:Y 4 i l jff(!j E! , f`j i ii I ! I I�I i I : Y• j I I ; i 1/4"W-2Ox1`E& HODS W�I (USE FOR PANEL LFJLOTH ; MAX. QOVER 7'-6°} PArIEI. LENGTH I I } , REGULAR STORM PANEL I W-b' O +40.0, -40.0 ,-C REGULAR STORM PANEL \,I, w M81 1 , , I t/ 4'AE'HtAP PANEL LENGIti fwkL "- I 1 I •..�'. i I LIFE 5N•'ETl'-STORM PANEL : T `"� y I & I i I I { A, , t ! i (W/G. ?Ov'EX6AP Mltl PANEL LENGTH BOLT) _ AAI _.. _ ,.. _. , _- �_ __. 1 A - i , ; _.. i 1 - ; , ` , ., I A! USE 2'-8' MM. PANEL LENGTH ., ... { „ i/4'a 20K1' •. _..4'0',1 _ _ } { _ _ _ _ _ � . i I _ _ _ I , __I._ AT ALL M04WATW6S - .. I .. _ " 5.5. BOLTS w '• - . ; ! } _- i 1 ��, tI �1 AT fA. OVERLAF- 1 '' I I -.___ _ t-_- --ter - -_ _ -� _ I - --- i t - -- ---- - - --i — �.--_ , s .-- - --- : L/2 .. v .; I j. II , , ,i _ .. I I -* Y 1 I i ,.L. ,. 1 Y'- i .. --... _ . -- -- '7 -'- - -4, I - __ " _ ._I-__.-�,.,��f__ 1 � ,_:j.___ _,.__ ;__ -._ __� __. .__r _ ._..___. ___ ._.,__ _W j_ __[_1_____1____,___I...{ S" I % T 2 N01Ga A STUC : , ; LTt3N D LIFE 5N7:'Tt' �*.... i I ''� � ; � � ;. _ - j t PANEL BOTTOM ,"LINERS I` C% ) J',� - :-.pYERtAp-. L.OVET}IApJ : OT WINO NUT AT WIND NUT AT j 2V IWL LEFT PANEL __ RILRIT PANEL 3' MAXy NSTALLAT10N35 ONLY VAL:BJ TOR WIND •.., I' MIN. R-IA/13, R-2A/13, R-3Aj14, - R-iB/13 R 2B/13 R 3R/14, t MLA€ SPEED uP TEl 17D 7n.s1.N. R-LAW/15, R-2AW/15, R-3AW/18. R-/BIN/t5 R-20W/15 R-3BV1/1S ;-,--_,.--------.-----"-..--.----I..,. _.._._...ANCHORS (SEE SECTIONS & ALTERNATTVES ON SHEETS 13, t4, 15 &t$}:.....„ .. . ............._-. __....._,.....,_.......... . _.._._ IJ4 GAP ,,- LIFE SAFETY STORM PANEL (1i ELEVATION (t) ' SCALE 1/4--i- i! REGULAR Eat a+ m_ P )W=QLE _T STORM I . , STORM PANEL ( VA4LE11 STORM PANEL ;. °p, _ N . .'. j 41N NNAM, `. '- _ - __�� _.�_�__� 3FiC _ ------ - ___--__ ' A _ f :.LEY` {�n 7 s ��.!,% TIT LIFE SAFETt" PANEL "� : ' * I FLORIDA BUILDING CODE Non High Veloci Nu !can. Zone E^'dsiltQR i +a^ f� 4±r �. n,exO M1EC0. INC. i.P. ' �s 24 GAGE GALVANIZED STEEL STORY PANEL DAWN ft ...... N....KNG— GLOBAL PROTECTION PRODUCTS, LLC 67/a,E�`01Q c1m.EZL, CTIt?N A`` 4IIW S.W. 5, STREET - RR iln Dt 4r X& 1NwSi 0 VN, R 1. &VALE R 13314 SCALE IJ4"=I" "' AAf4-Mo 1a..e a wl-tDa+ Pr : (134Ym9-764a m t9u)m-6Ia7 20-175 :W. P.E "'LIPE/DATE CA-�00'7t9 Mfmuw... rN b�r� fgr 9""- SEAL/tO WELTER A T1LLD. AY., P.i Y vlt2a ,2 1Y SO SCHEn1H c FOR REGULAR �7aRl� PANEL j INSt tMQN3�TO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL) INSTALLATIONS AS PER SECTIONS 1 TNRU 6, ON SHEETS 4 & 5) MAX- A.S,D, DESIGN PRESSURE RATING (P.bi.) MONUM ANCHORS SPACING FOR MIN E.O. PER SCHEDULE 8440 APPLICABLE TO If a Nit F tMUOmum PANEL LENGTH '4' (m) MAX, AS.O. DESIGN PR£55URE RATING (P,E.}.}. MkXWM .ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW APPLICABLE TO / &ANY MUNUM PANEL � I ( - TAPOON - SOKJD-SET - FENA E:. )D PLUS ZANI14-NWJN C/LX_4N TAPGON SOLID -SET PASEY.MA iD PIWEtkATE PLUS -�Uy C�,� TO CONCEDE t>aIG Eis TO Ca To To ',. ,. t m m' + 10 , -. TO �' : - OH OF THEM >+65. -0 +75. 75 13` TT' 13, i3' IY ". tY IY t3' IY ID` to, I P. 3,-I, OR L:E35 >+76. -76 +1� L- LIES tY 5' 13' 10 1/2 13' 0 1/2" 13` 6 1/2' 7 1/2 S IJ2' tY 4 1/2' 1 6'-e" OR LESS TY ft' 13" 13, AS' tY tY IY 13' 12' 13' 10' I MOTION) 13` 6 1/2, 13, 13` 1Y 9"' 13' 9' to' 7 t/Y IY fi 1 (BOTTOM) 1 ' 3 tt' t Y f ' 3 13" i3' 13' tY 18 f Y 13' t ' 0 2 (� ) t3' Y 13 ' 1 T4 - 2 / 1 ' ] 8 1 / 2 / 5' 6 1 2' J 7 1 / 2 3 1 /2 13 1 2` / 2 TroP) tY 1T 13' 13' t3' la- i3` AY t3` f2' 73" 10' T (BOTTOM) IJ' 1` t3' 13' lY 9 i /Y 1Y 9/ '.10 /2 t' h 7 1 /? 1J' 6 7 2' / CREATION) 2 M 13' t 1ti° 13' 13' 13` 13" M13" tY 13' 12' t3' 10' ('rDP} 13' 7` 3 ., Y 9 t 2' / 3 9 i 2' I 1' /2 7 t 2' / 3 - - 12 tj2'i2 1/2 b ILA' 6 I/+' 12 1/2.12 1/Y - - 6 Ile 6 lf4- (iI}:TObi} - - 2 1h" 2 If2 B tje' 8 t/4' 2 112' 8 i/+'. - - 8 tf4' 6 1/4" 3 {8pTi0M) $' S' ` 8..,...w»_ $` 6' @•- R• @ 1J?" 'i» 6` 8' A 1/2" A (TOP) 7' 3� Y 5 T/2° 2' 3 1/2' S' e• 4 1/2' _ Y 6 1/-- 2 1/2" 4 (TOP) ' : - $" - 6" - 5" 5" 5' - $" - 4 (BOTTOM) b" - e il2" - B' - 0' - 5 if2' - 7" - (wroM) 1 " 3 T1' i 3 13' t 3 13' 4 3 i3' t3` I2" 73' i0 ' S (TOP) 1Y B 1 2` / 1. ' 3 i Y 1 Y A" t ' 3 9" 10' 7 1 Z" / tY 6` 5 _ ) 13' i1' 13' i3' 13" i ' 3 t 3 _ iY 13" 2 _ 75" _ f0 ' S {9(111K)Mi Y. • -3 T• 13' _ 1 3 Y I_ 9 i Y / 13 ' _ E 7 2' / _ f 1 2" 0 / 7 1 J2 tY { 0' S (9DT(Ai/) 13, II" 13, 13, 13' 73" 13 _ /3` 13�1 tY 13` 40' E POP) /Y 5' tr IQ 1J2 13'^ 5 1/2' t]' 6 1l2` 7 }�/?' _ S 1/2 fY 4 1/2' 6 (TOP) - 6 Ile 6 I/e' 6 Ile 6 IJe" _ _ _ 6 i/4' 0 1 , - 6 {G___ - 5 Ile 6 1/#'. 6 1/4` 6 1/4' 5 1/4' 6 t/4` - 6 1/4- IS i/4' 6 (ROTE.'") 53' 7 1/2' t3' lY is' fa" lY to- II' 6' t3' 6 I J2" T (TOP} TO W'0° i3' S^ 71° 10 Air tY 6 1 2- 13 ... 6 t/V 7 1/2- 5 1/2- IY 4 1 f2' 1 (TOP) TO.. -5# 13' ? 1J2" 1]' 13' 13` 70 if2 13` iD t/2 T if2 $" tY 7" t (BOATOM) iY 6 f/2' AS' tY 13' 9' 73' 9' to" 7 1/2' t3' 6- 1 (BOTTOM) 73' 7 tJY 7Y 73" 1]` td" /3" t0' it' 6` 73' B If2" T.(fi) 13` S' H]' 30 f/1 43' 6 1/Z' 13• 6 tJ2• T i/2' fi tJ2' t3° •4 1/2' 2 AaTOnPe)nrt 13" 7 1/27 13, 13` 137 O 1J2 13' t0 If2 1i 1 6' 73' 7' 2 (130TfaL() t3` 7' t3` 13' 13' 9 1/2' t3' 9 TIV 40 1/2' 7 1/2' tY -6 7/2' 2 tw.,.+mr. 13• 7 1. Y. 13, tY 13` it) 1/1' 13• 10 i/2 tI i 2°.. .1. 13, Y ]{TOP) 33" 7" t3" t3° iY 9 1/2' 13- 9 -1/2" 70 1/2' 7 1/2- 13` 6' 3 (TOP) 2 1/2 t2 1/2" 6 1/4 0 IJ4" ?If2" 6 ifi' 6 1/4' 6 IJe' (VOTM1A) - '2 iJ2 12 II 6 1/4 8 lf4 12 1/2 6 I/4 - - 6 1/4 4 1/4 3 (eOTfOM) 7 1/2' 3 1/Y'. 6' Y 7 if2• e': B` - 4 1/2» 5" :_3 11, 7" 31 4 (SCR+) 7" 3- 8' S 1/2" Y 3 1/2- 6` ,v " 1/2- 3" 6 IJY 3 1/2' : (TOES") B' - : e"-- B' - -... B' - 6" - _ 6' - 4 LBDTION) $" - 6 1/2` -- 6` - a' - 5 I/2' - 7' - 4 (BOTTOM) 13' 7 1/2' tY 13• t3' TD If2 13' /0 1/1 11 7/2: B' 13' T 6 POP) V3` 6 iJ2^ 5 13'.. 1Y tY 9' 1}' 9' 7A" 7 1/2' 13'... 6" 5 (TOP) 13' 7 tJY 13' 13` tY D if2 tY 70 i/2 , 1/?' g 13' T 5 ([407T01A) t3' I 7' 13' , 73" tY 9 1/?' 13` 9 lf2' to 1/2' 7 1h' 73' 6' 6 (BOTTOM) 13' , ,f'2» #Y 13' 13` a tJ2 1Y 10 1/2 11 f/2 0` lY 7` 6 (t0P) t3' S i3' 1Y 6 1/2" 13" b i/2` 7 1/2' S i/Y' i3" 4 t/2' (TOP) - B 7f4` 6 Ile 8 1/<'.6 Ile - - 6 t/4' 6 1/<' 0. {Ig7TT.•4) - 6 1/4'rHt 1f4' B 1 4' B I/4' - - - 6 IJ4' 8 if4` B (BOT.f4) SEE SHM A FAR ANCHORS IYPE 0 SPA2A%D FOR OWMI 31" MID wOOo ARRIVE 0.1111*01 e 10"W ANCHOR SPACINGS NO NUMMUM LIM DEVIANCE ARE INDICATED ON DNB SCAURALL XOR EA LESS TIN INVICATED ON SCHEDULE RED"ANCHOR SPAC61O Of 014TIPLY110K: SPNC'ING SHOW 4N XMIL Yfs BY THE POLO9AN0 TA,Rdrb. MDR Am OPUAT1OH m BE posm01.E 'SR*Qm DBOWBD L681G FACTOR SHALL NOT BE LESS LINE! iM Al SPACING SIONDOIA FOR EACH ANCHOR TYPE ON I-" SOKEDIA.L 1/4`x 4/41. I/4'R ANCHOR' TIM -T!4'R .. 1>PLi11l 4dI}-SST - GYX-M himAm ANCHOR SPACK (n.) 3 3 3 3 '2 tlr 2 1/2 MINWAUMfou (AL 3 3 in, S 3 3 AN I btSTANUALO3 M#%M 3 3 I/$" 3 t 3 1/2 3 ve 4 Acm EDBE I)tSFAlICE. FACTOR 1 1/Y• 2r OAD tt3N - - ... .5 --- om --'O� _ -;�, _ _ . _._ _._..�_ _ 3 t/Y• .__ __. _ - fA4 tAd .�__. - - i,W ,-._ 1.99 « SPACINGS ONLY VAUD WHEN SPACER 'LS USED, SEE T�Bi.E 1f t FOR MAX. A. DESIGN L & MAX. PANEL LENGTHS WHEN SPACER J IS USN, 1/4'e TAPCON _^ _ EXISTING POURED 1/4.0 TAPE ANCHOR O 9» O-C-CONCRETE OR ANCHOR & ' REQUIRED, BLOCK I •: 1 `L M9x, -- 1 PANEL LENGTH 1 _ 6 �� (SEE ELEVATION 1» Min. ON SHEET /2) -SEPARATION 1 TO GLASS, 1 I I i I r i I 1 ED, ir" I I - -7r' 1 a 12 tA` ; f_ I I ac 3/4' f _._- __ I __ 7/a-0 TAPCON j ANCHOR 0 9' O.C. I _ EXISTING POURED CONCRETE DR 7CbNCRETE BLOCK REQUIRED, 0 REGULAR PANELS WALL MOUNTINGS SCALE 3J5-i TABLE it A A.S.D. DESIGN LOAD MAIOMVM PANEL LENGTH 40 PSF OR LESS 6•-B' > 40 PSF TD 50 PSF 6•-2" > 50 PSF TO 60 PSF 5'-10" A ,MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ SOUD SET ANCHORS & Wj 8 SPACER AT 12 1/2' O.C. _ _._ __. '_-_ IN-STAL�T 9N DETAILS _, ____- --. -. FQR LIFE SAFETY PANEL T INTO POURED CONCRETE OR CONCRETE BLQOC $TRUCTI�RES EXISTING POURED I/4'W TAPcON_ _ EXISTING POURED -CONCRETE �NCRETE OR DC - (177 ANCHOR O 9' oc OR // , CONCRETE BLOCK REQUIRED. I f I r' I € r�'" 1 t - � 1" win. '`-I --SEP 1 : GLASSRAIII) TO GLASS' � 1f4'iI-=YAt' � *S_ w , . _ _4' __ A9sr I r I L" MAX. ' PANCI. LENGTH I I 1 (SEE M,."A,M2, t ot1 SHEET i2) r. ED. 1 _' . t r � u 4 +,:, I/eP TAPCON ANCHOR O 9' O.c. ' ND POURED coNCRLTE. OR `".�7CRENE BLOCI REOUIREO, 0L PANEL SEE Swum 15 a is MR MOMORS ANCHOR TIPS t 4'W TYPE A, S.+PAM FOR M81'AE,tTIONS INTO W*Mk 1CDo FRAME BUILDINGS. MANI WHOP SPACINGS AND MNIMUM wd". ANCHOR SPACMe 01) 3 f lem;w, i WnvDb 9A3 pyT t-1 —NoSR w ] MOE DISTANCE ARE iNbiC,tTW qNI #HISS oM sGHEDut€ 11E000E Af4CNOR SPACA1re ON SCHEDULE SPACING LER EA, EE'AN ANCHOR 3 ByM{R.TIPLYaTG SPACING SHORAN ON SCHEDULE BY THE f'OLLOMNG FACTORS MR TINS OPERATION TO BE POMELL AEAT9L ma ammm = fxm t IL2: a# itEOUCFJI sp-CIMG OBTAINED USOO FACTOR SHALL NOT BE LESS TWJN _pet --- = ln•--- -- ._ ,_r. -.� - y _. l- ...-.,.......- - __ __._ ...__ B. :-_...--_.._., MO" SPACING BMCXATED FOR EACH ANCHOR TOE ON inn SCHMULL 3 1/2' I/es T ANCHOR 01, -_ EP6UAm CONCRETE BLOCK REQUIRED. . . r- I i 6 8 1 IA11 n F( ft-3EPARA210N 1 1 1i-YGI` 9 4•,- u 1(I ra CLASS !_ 2e,1' ."I , tYf133 x -- x F2S44n G)ASE, 3, MACS w i _... T B 1 t II s I LnG41H Li46 B 1 0 1 6 t 1 L` LENGTH I! 1` MAX: i 1 - B 11 '�� PANEL LENOTiH - -- _ PANE L EL EVATMI P - - SEE HET i2) 0 I SEE 17EVAT%7N _: ft ( f _ t Min 1 ON SHEET 1Z7 tl --_4_ ---I ON SHEET 123 It TO CLASS. - I R I It t0 CfA55. t � �, - O/ / G: ! 6q. 2 i B" r - T - 3 . ., 1 rr1'.l.. t f.F E.O.. ✓` i E.D.. ,d rr I . 1 i !Q____ - 1 ---. ED .. __ .- 1 -i3: NIXG. �/ YS. i Tip MS. ED �>r 6GS4 WA1 'c'n N f 12 1/Y QA. �' e ,2 I C. f'`, 4; ..._.1j4»e TAPCON .._J/4«6 TAPCON . ANCHOR 0 9' O.C. ANCHOR R 9' OC. ��`CSAM EAONICREIE BLOCK REQUIRUME OR �.��t:1N+iCREM BLS REQUIRED. OR =10N R- A 9 REGULAR PANELS O L} SAF i PANEL WALE MOUNTINGS I III,,. SCALE 3/8-1' -4--f (1) Q) C_ � Q) Ca N a--4 U _0 � Q Q. O O = CIS U -0 4�.-! 0- Cn t- N -0 `v U O Ca ,2 u) -0^' O O Q S-- O W m O O � Li- e� O — (10 U�/),� VJ .— '^ VJ L O ZI Qi W O L ca. c- Cu -0 .= ��`.4.//.'wv'�� VJ Q _.._ .. IN5JALLATION DETAILS INSTALLADON QUAILS FOR LIFE SAFETY P NELn1J INSTALLATION DETAILS FOR, LIFE SAFETY PANELn1 F F SAFETY INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INTO WOOD STR,UUTURES /4'1 raPcaN .: _�t � PouRED /4'0 TAPCON p,Tn+a Poultm "� — !i _ 71 f j j I AN>iX7R' U 8 O C- CORETE OR ANCHOR O 9' P.C. CONCRETE OR '-' HFADF3A OD H`cADER wGOD ,,FADER _ I HEADER ¢ it - I I Cn I Dp r. CONCRETE BLOCK CONCRETE BLOCK' *.,� �E 'l LL R' I • s: „ `�`�I ,,,4, "Rion REEFER wOtm HEADER .[ , .UdiEb - IRr'3i "•c OtuRED r WIRED _ "RECUIRED r 1NEOUiRED. ' �' �9 1 a e TAPcmr r, I Ije a TAPDOW ' t/a'W TNPCON , •� 1 4•I TA ON t �I'i �_ / TQuiaEo. �����,, / ; CHAR a B D.Q , ,, A&CNDR a p^ O.G, A4QHaR a 9" D.c. I (> oR U 9 D.c, 2 2 i ', i { t 1 ev T 1 4'9 TAPCON r _( ! i t> i ., i i, ' II. 1'I AN7GHaR a e o.G HaR a B` D.c. ^ , Jz` 1/4' ( 1!2" {1/4" s . F' t '` ,I 2 } r 1 II• \ 1 �l1 W 2 �r^f,.'� �i.__.._.. --__-I �, �. NYLK. , .-____._i :. �_ � .�. ,r)t ""' f � U � ..„-� I; l 14 ��4 ', t I _ ..-� l LLL ! - �" 1 _� .. ! e , 1 '! . - 1/z` ' -1/4' ;1- -t t/z" 1/e _ tIr t/e ) ',(' t/ 4' 1/4- X f { 2 CD C_ £b l; E.D. I / i1 MAX - !' ` MaK., __ I GLARY.._..___._ V` MAY. 1/2 yl/a' fr]77# I? If2 t 'I/4' /r T -T / is - 1 / T i': ! ."P �,. CJ�\) / i ,- .. I \ 'Y, .I 1 `2'`` jI R �� 2 j .Y. __ ri ter// y .r ! r':"'' i ` A0n 'MIRE } - MU. - 1 • Mrtn.` -(i ' Y `, - 1 _ + Z- ' -} .l �,p. ) / z--'~ i i r/• I I I I t C ,t' I %'\ r' M' � i I IEn ql I r, >` 0 i B•-SEFARAT I1- I q : 1 I - n.i 1 - ; ' ! ,DIES,'{N. 0„jl ft:.... its'' 9 TO. tiHASS_ .a<r+ -.: --1'55 eats w/ I !1 1 T *� p 1 1/41. � R !. -'y:J II I 1Ja's-sm1« ' ` ' t 1 -.. TsGIS3 _. _. .:.L„._;_, AT ESL o4RW - 6 X`, r At rA Q:,�LYI' D II' " . - T twst'rm Iva .. _ I I B I p4 x- -�` SS. 90.11: w it I 4 4w20.," " u I .. `as 6 1 {' B 1 1 21Y1• 6 i � am 11-CD ETt1SD EX,SD - - W s a E1T6Tt T ` _ . YmLra x € ` Y ' _ _-- * E _:. `As. ears W f B l p Y e v-Ypt 1 rr' -- -�'t' % # N ; '# At D, a,AR 6 5 !- NSe.e 1 Ni*-1( , i eW_ 5. ,,a , y I fi NGmma'0 A I E%15TId j 7f4f Y-_.__.. ., -/- _ pF✓. 6 ) GLASS 9 rs: 'i ) : CLASS IL-__-� , N ex aw>w j E'%IS1tND ___ ,. K.S. -.:Yk • T_ _ I O[A55 K- :. 1, EDCRTI GL0.55 I 61XTs w .--6 ( n - __ _�..._ ., _: (me. rot Ewa NS"-11 r I It 9 i __� - _.- �k- - (� t✓bE PoR PN4L tY.ASS - GLAfiS _/..- _ ; _ j_ ,_ /2 N. FXi v„ I 6 ._T . B I iitlUtll tint T-4') II - 1 __ __ __ , -, i I-.__ --_ _... I ,... Y . ` .,..._1-_--- 1' AO. B Uo DAFT 7'"WT f- �_,._.. 1 > pjtR T 1A � ;>` NIE trA w4L If 1 .. _. P/31E7. LENGTH Y - ` -._'r e" PAN€L LENGTH s 1 {4j t "L' MAX I) 1 i II i I i.' MAX OLA55N4 Al __...___.. _:._r-J q I _ I _ .. 9- - . - PANEL LtNGRI it - _.__ _.__ ' 11 r J 11 ) WtNM9A ,,) 4 Y_... _. _ I D_ (SEE HET 12) 0 1 tfiEf ELEVATION � -. - 6' - 1--"'-� 6» PANES. lIJ40TH II i 6 ! jq "L" MAX, 1. 6 I t ON SHEET 12 11 _� L MIX. (SEE ELEVA7K}N 11 i -{ ; (SEE ELEVATION _E_-_ 'C MA%. tL_ _-_ _ _1..___! P N-_SEPARA ( ON SHEET f2) _ __.__ __.__ ) 1 6 T B ' PANEL LENGTH `L Ma.. I R 1 { 1� , 6 I ON SHEET 12) j i a I ON SHEET t2) II I ! PANEL LENGTH p..- -`�'- e` (� E� N OL S TO GLASS. I ...._ _. =--T-- ( q -. _.. __.""'-- -- -. , T-... 1i i (SEE ELEVATION M- E- i ON SME'ET 1z _ B 1 ) 7-__ . ( B -+ ____I ON SHEET 12 0 1 - U) ,T-" -}-- II j , ON SHEET 12) K I 11 1, Mn 1 I ) p 1 =_..= +/'- -..T=- ON SHEET i2) q j I I It I Q ._ 6 I I 1L_--.-.- _,L__ II ,L.-�,�-_. _.... - r! f :w. :fi I tl t' Mm, I I B t' Mi i--SEPFRATXN-.__ 1 : 1 N—ytti_.__ __._..�..._. 11 I 1qi. -__.._ i_�, fr f % 1 /z ; { hrNr I a r--SEPARanv4_ 1 �j ry TO GLASS r ' 3 D Man. !t MIS I N ___._ _.. _ _ _ ' �� .: 4:J I". - 1 6" ' B t ® TO GLASS. k 8 ( U 1 j 11---SEPARATXJN - - I ` i TO GLASS. I ' „ 1 ' . t - _ 6 �•:: F•''`. j i IB 'To GLASS, I -- { I� X--SEPA1LtDON i N i j PJUiA'7KTN-- 1: U E a x �'-� ) I c #} a f'','S.. { `T'T I . if : i !. -_ '� " I : • + '1t . .. _ I 2 I v TO GLASS. } 0 6" of I � -.S S E._- 1 9'(D Et(NaTtNG POURID r 1 EXISTING POURED hr. t�..t - , . I @ I i !] - I I I 1,/ CONCREIF OR" rl' .'` i - -. CONCRETE oR� 7- I - - _ .. I • tx Ih' _ r I nr`" t e u V/2"'I i 4 -.� .. __..1. _ _.._! 1 1 _ _ _ CONCRETE BLOCK .'S. °f `tom CONCRETE BLOCk ,v. - 't,7' EiO. '' .r - O,c E�. :. , -`� '.i = t 'u• E0, ___. 1 : I _t' REQUIRED. j r ` � 1 n lA2' Oc REoIARED. 1 OK MO) - - A` tg - 3 >. _ - -- 4 ! O.—.____..._ t EO . _-I i f=' �/. Y-0a.3 4' i 1 3'tY� 1 1 , i } I ,\ .`.- , x , (_ _ " } `h*. ' I t o" ( y -3s TRY YS Q _ 1 ._- _- ,_ 1 I„ 4 y ' ------ -- - ----`- --' _ Lq/Io _ , _Prr`' _ i� 4 (�L i y If I 1 II Ii 0. WpD� �.r r t/2. #.- -CQw" i� ____.__,..i .__-1 Co.`,s =e 11 , L--- 1 O " } I _. 1.:) j j0 1 _ .ma`s PLAT" YfOQg I i 11 ///222"' ...,� -. . Ne"M!u[/M4• Ys. (t _ ` L , m 0- ..y - \ `.: 't I t?J .+ \�:,✓i PLATE f t ! eats 11et1g C /2 .;!%< _ +: o I- i i• + I " I�i 9 a'f TAPCON REQUIRE 7 4'e TAPCON 2`Y+" LAW f ` I.I I 0 i, , It, 2X4` WOW- i3: 2k4' WOOL ,,,,I 1/a"e PANIDD4ATE ?L415 ..._-_, tfi'9 PANFIMATE. AS.+, .,_._ ;. g` `.': _ 6'. - 4'p TAPCflN ,, I 1,.. 111 _. _/ 's... ._J q_ ..+.., :, PLATE I PLATE ANCHOR U 12 1/2 O.D. i-REGULAR ANCIibR (BEYEND) .GF31wI. I r ANCHOR o 17` O:O. T ANCHOR 6 9 O.C. ANCHOR 4 9` O.C. PATE : i 1 I REQUIRED t . ll C REOIBRED STAGGERED TEOUYRER ° (_ 4 _>{aro TAPCOM i/4'► PANELMATE VS !4 R P WELMaTE PLUS WALL MOUNTINGS .:. It i i Yam. STAGGERED STUD i ry i �jF z`XAGERWIEIDOUW/ STUD ; d j i ANCHOR p B" o.G. , OR o 1z /z Q.c ANG IRE tz t/z o,c. _ ... [i ARCH I SEE SHEETS is to mB µc"ov� T� a scACMo FOR _ _ P{ SGYf I/e-t ^ i_:_.: _ ;.riuTE i T LATE `ti; i , - �� j INT WOOD FRAME BUILDIRM MXNWNI�A)KiWRSP/✓SHIS AND WNNUMEOt>E DISTANCE , REWMED '_4"-"'.-•... REOIhRED 1 _ .I , , ti 1 I ME R4OCATED ON THIS SCHEDULE. FOR LO. LESS THIN -_. ROICeTm ON SCHEDULE REDUCE ANCHOR SPACM BY _ _ MULIPLYING SPACING SHOWN ON SCHEDULE BA THE ALIERWK •f ;., FOUDW94 FACT01M MR THIS OPERATION 7D BE POSSIBLE, Al�REGU- ALTERNATIVE Rom] BW - ,$=28W REGULAR PANELS O LIFE SATIETY PANEL coREDUCED SPAcuIO �T74Nm usou AAYTDR SHG4L Nor BE `' B�+�B LEss ED MINIMUM SPRANG 9OIOAFAC TYM EACH ANCHOR PANO LIFE SAFETY PANEL �}M,ff Y 4Y N. TfZj Art ON I"$ SCHEDULE. gtAtGNULA GT!(/t.14, WALL �I�ki.I'ITINGS vw"I"NA 57.�:D�..A9Ci MLLLM3iLa1 F(�jLI,,,, MOUNMOS f-*..+I�l',R , .�l�j Mi,� 4 V A. �) kt T/ak 7/+ro � 4 T SCNE af6.r �TcR A" TIl� T SCALE aJ$a,` SCALE 3f$+ 1° SCE# ✓Q .g W r A+9t1DR1T9[ 7wOY PXwaor ro3•` 1,\CAENSt 'sT Ism" ANCHOR WACND M3 3 3 s ;'%i FLORIDA BUILDING CODE Non High h Velocity Hu17')cone Zone),y1 , EN '•.. s FLORIDA BUILDING CODE Nan High Velocity Hurr)aon* Zone). p 441GT FLORIDA.. BUILDING CODE Non Hi gh Veloc Hurrfcone Zone 2 -wl4wn4Dnef ce«-.Of k � D 1/2 z f tr4�9 I1LrEce. P:c.. r,P.� _ . 44167 s +oo,d IYI�: 91L. 24 GALE GALVANIZED STEEL STORM PANEL '&, = gQ0�0 TwT�O' M`. 24 GAGE GALYANZED STEEL STORM PANEL *>' ` -* * - 24 GAGE GALVANIZED STEEL STORM PANEL m oMON. R 0ww ON (RI 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN * ¢ 1, INSTALLATION ARE ONLY VAUD FOR MAX: A.S.D. STATE OF +(t zII, 6r: PlltNlt»oneert - FAOtoe STATE Qy=- a___.b -1 - 9T/2T/2020 PRESSURE RATINGS (p,s.T AND PANEL LENGTHS AS z *: * r-'"t = 'd` � m/17/�0 OES(C,N PRESSURE RATINGS (P.s.t} ANTI PANEL �,'O'. F(QR �'� ' w g �'�� AL PROTECTION PRODUCTS, U.C. Q1�"D,/,E'..�° Z _. __ .1/� __.__ _-�Se - &V�-; ftOR11 _a, =__ IL CO LEee. GLOBAL PROTECTION PRODUCTS, LAC. Ave PER ELkVATRiN ON 5HEE� 1z i ot. &TATE4�A - 11L ECO1ro. GLOBAL PROTECTION PRODUCTS, LLC. b„E LENGTHS As PER ELEVATION ON SHEET 12 , ` �+ � (Me- ---`-s cjx --` . aet --.. ?y# r6ur a *NXI SM 51 SIRWY 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD - �> •. F t Q �. Apo B.W. 51 JIAFL't `XiA4800 : /ANAL ��i`��~ X•>r,. o, r:.3oA rLDNw aroo,ann:« Dae, AL 33a14 20-175 MEMBERS TO BE SOUTHERN PINE No Y. Wf SPECIFIC �.O" - LoR1O, "+�"r-e' Gw ao.. f�nl ,w.,u,manavf, P .b�. n- 1n. 20-175 2. FOR NEW W000 FRAME CONSTRUCTION: W000 A/A SIDNA(. /•f,/-,.:TELL �„� 71NQP±_„ 'FL1333114 20-175 z 3- o9O 1.m h t � m„« , CAM 1P1-l�ia . w , P,R m_1A11 Pfl6Y$ ts54Haa-254s. rAX, I.).e-m17 ..,...:,� n"» : twat t Nre9-75+6, (B64)669'-eT9r MEMBERS TO BE SOUTHERN PANE No 2, W SPECIFIC NNAtN440 Dx«,. � wA�"iT,-w.= . N DL.G .,,-,r„ P11o"c (oB4He9-75Ga, A�ae (ea)m-BmT .�_.__. .._.._ ---- .A4Iii Mpp44 / l s I - Uf!£ a CA-0am's o,,. +QP,... f,l ax,1 .w.o fw ow.ma Ya DENSITY OF Oo55 OR EQUAL f( t C* t1 - ca-rod671c MWtftR A 1XMT 4T.jPE i cw+r-w 4 IN+ALr 14 or TES - � T1h1 t ,,«.�,,ff 10�"���1 rA. ferfmn am aw r wr.. f,a P�WIrXG W. DENBIiI' OF D.55 OR EQUAk,. """ "`°°""°"'" •n'- Pa ,�o4s fm x..r rr.-. f•.. s1RETdF I6 �I Ns" WN.1ER A 1141DT L+.:. =E. PL SEUJ516xATUPFJQLIE wA41ER A lug L,. PE SHEET NO. SH 1.4 E21/i8, EZiW/18 ANCHORS ..(— SECTION EZ1 A: ALTEfNMtr1YE Q1W ON SHEET -7- MR, I 1 -()(SEE NOTE 2)-t.%w"L "L.t(NOTTE 2) a14XT' 5.taS. 7/2" ��- 3/16•P ALVMINIIN OFr - _ *.- - _ ` VET POP RIAST PANEL(�TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE t/?' ~ O O o a - rJ a O O i a a -- —i PROVIDED W/ REAR RANDLE TO FACILITATE INSTALLATION IF iNT€NDr`0 1 - TO BE INSTALLED FROM INSIDE OF STRUCTURE. I • AT 2 PER , _ c .- - 3_L -1".) 5 5d1t `(''-.T....r__T..Y OF 'L' It). jTFFfNIT10N OF S)pRLE5 20OL',: E-2 HANG 570PIM PANEL SYSTE4 I { (GND PAra.L) `.._ -_ 5 {INTEROR PANEL) (INTERIOR PANEL) �. �._.y._,D.,...(._.(_,�..T� �. CONSISTING OF PANEL �+ Cont.. TRACKS TOP & BOTTOM. (llftERR7R I'AftELt g {END PA'NfL) I SEE NOTES 2, 3, 4 i t I 1 SEE NOTES 2, 3, 4 r 7 {` 5,_ta° Ea)..:NO PANELS SHALL ALW15Y5 A CONNECTEDPOTO AT TOM Or SU'. � r3TiiETiWISE A STOP BAR (9J SHALL BE PRffd60E0 AT 'it1P OF SUCH II ::: 4 F 1 I i PANEL LENGnt P;4N`ELS. 131313 0 o/- 40n P.•s. _µ IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4 P ZOx3/4 M 5. WJ dA3 f$ e,f32' WING 1/4s-20a,' I NUT OR 1/4'Rx3/i Mm. THUMBSCREW INTO TAPPED BOTTOM EA OVERLAPfiRACK, LOCATION OF FASTENERS MAY BE A" EITHER Or TWD APPLICABLE) EMPIOR FLAT FLANGES Or END PANEL. ILIL_L t ! _ i_ _ - .1._ r_ .L_. _... L, _1_L-I 50X .._- .. -___ r_ t _ t i_..I,-,T._ OF (4) ) TRACK (i.e. A STOP BAR 5 OTHAT END PANELS NLYNUUSEDOT OAT TOR AT O LEASTTWOT_ . T i T'- ._ UN {. CONNECTED _F [ 1 F ( 1 T i t T i ' T { i I i PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INOICATEDD ON NOTE (3 h4OVE. IN SUCH CASE, CONNECTION OF J J_L�JJ_LLJJIILJJ_L`ii.JJ1LLJ1r'CL1J111 JJ_LLJJ1 i1JJ-LLJJ 1_._ -� 1 PANELS TO BOTTOM TRACK WY OCCUR AT ANY PANEL LOCATION. SEE NOTE 4 ---3-- - .,. Min. ' LSEE 'SEE - f• wn. INSTALLATIONS ONLY VAUD FOR WIND w/l° `iJ ` E NOTE 3 TE 3 ANCHORS • i SPEED UP TO 170 m.p.h. -_ - ---._...(SEE SECTION E21 A, ALTERNATIVE EZIW ON SHEET IS)-_._ EZ1 / fi B, E24W/t8 IYEiQAL ELEVATIONR -- H S PANEL 1 ..SCALE' 3/32"=I" t� 2.e67'{MN E7Atl1P 1 A' JA6x. CuVJ MAX. CAP T _: ff }. aErTJON SCALE 3/32"=T" '` EGA �•#!iJ'0; ? 4., EN •.,'p • FLORIDA BUILDING CODE Non Mgh VelocityHurricana Zone) meta'"•' 24 GAGE GALVANIZED STEEL STORM PANEL, a,_ .44167 STATE D - 1 IL E G O mil h GLOBAL PROTECTION PRODUCTS, LLC. ° � �'4 • i `2-e 46a0 s.N, st 5i>asiT ,F✓ Cl ° r' ruiwrra lP9,MP*PR"-LTa+PsL, 3rR,S1o. XaLs20-17 ra a x anNaaxiew eP aTaR N5 aNMRM14 I. ,�tY4r`j _ t/.7R1ItitlI�NO lUJI4IE A-0007 11NP:W#A.1LP roJr.. .E 44a eNEiIJ7 Pr r4 ENGINEERING ENGINEERING EXPRESS@ PRODUCT EVALUAT113N REPORT September 15, 2020 lion Number. - R2 ilia DPP 17680.1 EX Project Number 2031543 Product Manufacturer, All American Shutters and Glass ManufackirerAddress: 1540 Donna Road West Palm Beach FL33409 Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This ProductEvakragon Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Ffildda Building Commifislon) Rule Chapter GIG20.3.006, F.A,C„ forstalewlde acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose Intended, at least equivalent to that required by the Code. Re-evalustion of this product shall be required following psrtment Florida Building (Cade mods Ficatlons or revisions, Substantiating Data: R PRODUCT EVALUATION DOCUMENTS EX drawing k2031643 tilled "24ga Galvanized Steel Storm Panels (HVHZ &. Non-HVHZ)', shoots 1-5, prepared by Engineering Express, signed & seated by Frank Sennardo, P.E. Is an integral part of this Evaluation Retort TEST REPORTS Uniform static structural performance has been tested in accordance with TAB 202 test standards per test T 7 re Its �B.-PSG-T -OOt BlackweterTesii. Inc. po () b1' Testing, Large missile impact resistance and cyclic loading performance has been tested in accordance with TIES 201 and TAS 203 test standards per test reports) NBT-ASG-17.001 by Blackwater Testing, Inc. + STRUCTURAL ENGINEERING CALCULATIONS structural engineering calculations have been prepared which evaluate the product based on comparathde and/or rational analysis to qual fy the following design cdtena: 1. Maximum Allowable Spans 2, Minimum Allowable Spans 3. Minimum Glass Separation 4" Anchor Spacing 16D SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396-9999 TEAM@ E NGINE ERINGE%PRess,coM ENGINEERING ExPRESS.COM OMPENGINEERING lowk Page 2 of 2 All American Shutters and Glass 24ga Galvanized Steel Storm Panels No 33% Increase In allowable stress has been used In the design of this -product. Separation from glazing is not required for Installations outside at wind zone 4 and essenlial facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In Previous hdated test TaPc d4s),and+is accounted for In the engineering design ofthis product, Wind Load Resistance This product has been designed to resist wind bads as indicated in the span schadulets)'on.the - respective Product Evaluation Document (i.a, engineering drawing). installation This product shall be Installed in strict compliance with its respective Product Evaluation Document {i,e engineering drawing), along with all components rioted therein, Product components shall be ofthe material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document(Le, engineering drawing) as noted herein, All supporting host structures shall be designed to resist ail superimposed loads and shall be of a material listed in this product's respective anchor schedule, Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for an a site -specific basis by a registered Professional engineer. All components which are ,mane - a Installed shall be protected against corrosion. contamination, and yeti pa nay FrNta p g amlrta ,. other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, _¢a�r Frank Bernardo, PE ENGINEERING EXPRESS kPE0046549 I Ceri AutiT. 9885 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA. 33442 (954) 354-0660 1(866) 396-9999 TEAt4@ENGINeERLNGEXPRESS.CON ENGINEERINGEXPRESS.COM INUALLADON DETAIL3— HA INTO POURED QQhjQRr.TE, Q0Nr.RETE SLOreK AND WOOD STRUCTURES i d l T" ____ptrSrlNG PpUREO ! CLONCRETE OR CONCRETE BLOCK -_ 9 7 4'tl TAPCON ANCHOR 0 12' CC, r�! 7� REOURED. 7./4'0 TA,PJD6N .., "l. / f,.''^—� /ilxl' Mt€7t t AO T'f.1i Y,'ODD NEAOER ;1 it 1 ;y HEAD TIEN ANCHOR O 12, DO lj SCREW 4 !4' FROM !, EDGE OF REOIARED �.' IC , i` �i! - SCREW Q,,Tf4' PROM - ---tT 77 EDGE 8F(U Iry E.P.! ? ' td it4Tr-mrr• .-1L -_._ -__._I... _""i.. ss :isiw fill i ..J AT FA i)2" dreNAP9N'SEPAW1710N I 1 i iDkatRis If TO GLASS, ' A/I7JaAfM IND a EPARA7NON ' # 3 ta°s UMIRI tM POP Pin GY!'5S"'It RIVET !t GEtA3S m GLASS. /,h, RM, '. I SaMeOiTxM ➢ •., (I' .. PANEL LENGTH * tf4'P.-UM 2an'-...,.__-A.._._. MAX PANEL LENCIH IN R N Rrr _._ __-. �_'"T AT u'-_ a i" 1Gn. - fia-SEP GLASS. 1 '-( - �_.-=_._.._.._..,...._........._:._.._._3 N q^-.-SgP1FJW�TbN.- lii1/4 -..THUtREiY 50'L N 1 5DA II TO D1h55. OF ' 1 {.' OF -C TN;LlMeSCFIEP I i u I i Na t Y 7 z• � �ij TAPcON ANCHOR ( o tx' G,p. 1/4"B TAPCFiN _ E)IISTINO POORER ANCHOR O 12` OC LL�$tiCRErE r1R € ) .-.. 11 4 rT '� I,, 11 -"2'x*' WOO • REOUIRM r✓i'rr REWIRED. WALL MOUNTING WALL MOUNTING SECTION EZi SCALE 3/8-1` ALTERNATIVE EZ1W SCALE 3/8<1" If1N111N/IrA NOTESI * MIN. PANEL LENGiFi 1. INSTALLATION ARE ONLY VALID FOR MAX. A5.D. DESIGN SHALL. BE 2'-6' • i ? ,„=^ uEOa. M. FLORIDA BUILDING CODE (Non High Velocity Hurrtcons 24 OAOE GALVANIZED STEEL STORM PANEL - Zane) rf. lou" m. PRESSURE RATING +/- 40.0 p.s.t, AND 6'-0` MAX _ FSTA- ILL ECOttie ...,TAW. GLOBAL PROIECTK3N PRODUCTS, LLCa r PL sn"MEMBERS a eW `ATC1PANELLENGTH. 20-T75 TO BE SOUTHERN PINE No 2, W/ SPECIFIC l�. PP,.ml,s'45]rrt_,43su 4a:t]MI m•r4M "WIC, i' iF?�->saa, Mar (PS+F�oHIM DENSITY OF 0.55 OR EOLAL, a'R+wu,'P era tFI11RBr - : TE 4iLLTr34 s. N- ,a.. PY. Pa ,T-1 ;NrtR rR Of is L ALL AMERICAN SHUTTERS AND CLASS 24ga GALVANIZED'STEEL STORM PANELS (HVHZ & N.ON-HVHZ)/ MAXIMUM ALLOWABLE Fr � DESIGN PRESSURES;rT aS NOTED IN 13ESIGN 11no 71,D I 3� , SCHEDULES DESIGN NOTES: nhN PQSITIVE AND NEGATIVE OFSIGN PRESSURE$ CALCULATED EM P NRllSEwiTH THISSY57 SHALL BED.ETERMINED: Eff pF{}� '5EPARATE ENGIN�'`' N6 IN ACC OI�pANIGE WITHu� i m : a w m �i mC GO (EgqN�ING GOD} P�p:t��$,SUR E ��E U'IT{EM'. ENT$-RS... DETER+lINE0IN0. CVRTIA CE 11ltH. A5CE9 AND.CNAP �J . , . y �GI bO t]F.. Ti HA E ii i §0 A9UI01 GCODE"5 LL9 LESS-. AN EFL N T H a -t : ,:: W Al u . _ U P E R T Q.H DESIG O E T237HE - IV 0 N A VIE N A E AS:TT L< SURE CA YUE9 BTED' E EI - ORA Y PRFS P A ..Hit NF.. N ASSEMBLY AS SHOWN .L r a a•, r m GENERAL NOTES; �a �'v i. S SPC-CIFICAT16 AS DESIGN AN LL ER- AT T THC N H aEEN ED D 6Hla B FJ"a IC ® N ACCORD E THE ELTUIREMENT90FTHE FLARIDA 4UILLt J, HIMp2. E SEVENTH ID ANN[[20Mgp F4ft L16EiN51PE AND OdiS[UEOf �HEHVH2: PER ENTHI E N Y03 TEST PROT) 'L11 "TRAC74RSHALL INYI3TI_)AT' TASArc " �p CO FORM To AND CONFORMTO ALL LO(AL eUILDIN.4 ID _AMENDMENTS WHICH KIG RN MAY Rhg117RE 6EALED U5 AD JY ONAL1671'ERSPECIFLC 4 NEERING 2 No93-L13eU1GREASEINALLD17A6LE 6TRESS:HA5 BEEN U5E0 IN THEso uRHAI: I�Inab--wrla�n (NGC CTOR 0 N. CE WIG SHs St R>SWSRE vl r3M1,5 DA,spgNS GdNtAiNED �. TERNAE7E GP, GALCuLA1IOM3As •_ EREIe AiJD DBEs NOT P R¢V]DE. 4C.� a[TE CDMQ{TIONS DrPFEREN7,FRCIN :ENSEOEN6EMEER OIk REP..7SI:EREO DBCUMENTS F¢R USE EN W � LL AREBASED ON=NAKLMUM,TESrED _ NME1R SAE GRIXDeS UNRLEGv NOTED ��T%3LLR eSPEC}IFICATIONS S. NA.LLP'OANae Vi.bN 9avTIiEALUhtdF]4MAESOCIATIONI EODE9, "V4 AND LOCAL $7eE . t ti.➢4za'. , 3:: # ASTN I,VWRjJ'WRALYI_MALITY i NxNLNUt4 Fp-41' K6U 3E 6D63-Tb AWHINUMALLOY, T BrIii-KCHAN EDAS MILL'a OUNTEDVERTICALLYOR J SHALL BE EMa®TaRDTT1 Q ALL { O 11CRETE AN CHARS PER E�4'y� �BSTRUCTLON # ¢ w O (LCCAT10N MAY VARY) _ u1E4 �i a� TOP MOUNT iCONN TYPE Ab REQtp3 L SOFTOM MOUNT CONN- Lmax ($RAN 6ELDW TYPE A6 RE¢D) OSSTRUC'1TON) PANELS MAY BE KETCH ED A50.EiaU1RED, OPTT4GNALW,' 2OSTITCH • PROVIDED`THAT CONNEC'TItRE AND B121.T9 WYfF.WASHERPIS ANCHbRS,ARE{JSAD WH7(iH$,6118TJ WLNG.TS FASTENED@ _TRANS ABOVES BELOW. OBSTRUCTION, OVERLAPS 0 i111DSPAN'(USE 6PPROP91ATE5"H444 TABLE) - ' l - ' -- 14 ENGIFIEERSEALAFFIXED HERE TO VALIDATES STRUCTURAL DE518{A5. SHOWN C7NLY IISEI]F THIS SPECCFT ARON a, CONTRACTOR, IN¢EMN11, d.5AkE5 HARMLESS THIS ENGINLML FQR TILL COSF S pRIaAti INCLUDINGLEGALFEES &APPELLATE FEES RESUOL JGFROTM GViTERU{L FAaRTrATION, GYS I ERECTION, 1, CONSTRUCTION-pRAC7ICE5 3EY- 0 THAT 4VFRcry 1S CAUpD FDR BY L¢CA4 STATE, A F tRAL W.IE MO- - OE.>IA7NRE OF THIS PLAN. iS €%CEPTASEXP 1_Y PROVIDED HERE1t1, No ADDMONAL EERTIFLCA72ON5ORAFF_ ATTCNE. ARE rar Nom. B, AL 6RR IDRS, ADpI ¢1J5- ORU7NFR MAR R G5 T¢ NIS➢¢E MH ARE NIYT PERrgITTEO Ari➢ Uw ALI0A7E'TitLS•CEft'IIPI CATKIN 17. PANELS SHALtaEPERMANENTLYIADELED'w4THA 49-UM DF.(i)LABEL r+ER EVeRY3 D F6LT, G¢NTAMING THE FOLLOWING; N R IATIONI ALLAN RICAri 5H%FRGANDGLASS WEST PALM 9EAOM, FL ,2gypp h79R204, A`uROb2ll0Cr FleokOUnL NUM aER VISIT EC'ALC10/51543 ■ $''j�1- I � - g e NmtlrmME - ' 0 1 lulu 8 20-33 o VERTICAL MOUNT ELEVATION NOTCHED PANELS N.T.S> ELEVATION;. Ft FORAL: rrmNALruns ,mFtlmsAPFvulrtc� /T ClLfll nnearv. rL PP miwe I 9391 �.2ET1 n.O94" 49O" 22$O" -.as --11 -I 9D66u Di094" I f26 tDN94256""'0N 08 13 GAsav-p 3 D94" N .D94" fr 'n hl 9 E? Nip P1S.0 1�3Q" 1,93D° 09fi2° L_ ry .1 :.� c- t ,)Or-%ri14 N 0.0E2" 2TOt25 L . vl I� Ds 14 mot.Dsz � YP D s 13s �-'aaD".'� -� zD2uJ .. zsD-. z,a -d I,DDd° 4- e 4' ae,I1v�t[p .124' 117ea' 'H` HEAD€R 3 " 1 R. aLLIIA..Q41"'tJ' HEAMCR hdN01E G.IU P� 5 OLE t �P;'C W g¢ n �'J shim' 1.$L "1.S6D"I--L1.Sb0" 7510" 3 0365"N •3i " 0.37b' 0043„ D.376" 4'�1.•'n Oa50""IL'.mM:A J r a 12.5W PANEL COVM0E— I 9179 z5'. p.i9g_ D,�a�s,,. al 19D i1 -` .5s' ' 14.875"PANELLENGTH L� Quill" 0-DLRFtTl¢N25oII -_ �,�. 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S Jn i p¢¢gg $ 9 aRCWT MYor T� 2 Q� 'rl, e C i 8 n. rim ': ,^ c 2.5" EDGE'r1I5TANCE _ $f 4" ®6E bZSTANCE ;. a T� Nu ALLOWABLE PANEL SPAN 8t GLASS ° 4 3 a" W" _ ' o ty- '- h=`rr .']J• I`.z�.,, j !ie-Ju- .q SUM.aS _ - : Y Z• iFi ' Y § tr1 e1, MAX1>P$RN' _ _ 4PAIA IIP In"- s1M.liV-#-11' 4fNlel 111 ltl lllllll' W.IM'i U Cn ,-" S -1, Ill iyyQ�NU =,'y WW�J -.l ANCN4R' PRESTO $CONNTTYPE6 II,CtlNN TYPE sCONM TTPf a" -ill MAL IEFSIGN _ �. I i..1 Q7wIn 'H"He448r 9> D' Cr 2P 2ff 22" 24' 4" 23' 31- .1.5y0LL xF TYPE L C2 - C4- Li C2 C C4 i a 4 1: AYCllea PRESSURE CONN7YPEI CQNN TYPE ce NN TTPE ;., ',.,)� SEPARATION SCHEDULE: aFaaw wF®edP rir tr zr 24r 2W 2r 2C 0" 2C zs 25 L TYPE P8P Ci � C3 CA n � G3 C4 C C2 c3 C4 �w ' s m PaP 1 C9 3 _ C. C2 c r I.X -tC r:1 �1=�yuti...y� p�>I T— If•-J s -„' '=#o �_ '[ 24 GAUGE PAN " :"O `_ 114',N 1319'LTJnm $3 12.5" 16,0"14Y"S,9" 12.5' SG.9" 10:2 6:8 '. t2,5" 16,D" S.]" S..1" V-P 2•EMBED 33 - 12.5" U PANELS 2x58 H4AP9r.. 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IfFt§AII t I i!{Ai'tiN 41 12 5 333" 6,29 9 5" 6'�5 IY7WYcrinN 48 6.23" 11-7" 635 93'• &dS" N•3" .fi "fYIL-Y-1.[P.'I '' i.. :.Et- vVLY.itiv VAkv " HN: 'IY DETERMINE MAXIMUM ALLOWABLE STORM PANEL ' MATER)N SHUTTER AND PE: CT SPAGREAT LOAD RTHAREAT:ERTHAN SR. EQHUTTALTQNE IELECE DESIGN `U ,-- rJl _-g6.24'16,E"b.25" •8,3" LL]400NSHUTTERANCi:5ELECTSPAN GREATER THAN OR EQUALTO SHURER SFAN,SELECF W " .I[Il >v _ •x tmr mue W SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH AUYICFM W L� 22 PµPy L°J p 72 6 25' A4" . 6, 25 9 7' ., 6. 5" 9 3" . CONNECTION TYPE EASED ON APPROPRIATE MOL NTING CONDITION (SEE MODICrING DETAILS ON i ., Ii>t •CL i of II4"YI-1%a FMNnn 33 12.5" SE¢"-7?9"' Y.1"'1z.5' 13,4+' 15.2'T. SUG 8.39" 32'T. 4.5" 4.5" _7 3C - 0. CO E O P >! R _Q NEGATIVE DESIGN LOA S- OR EQUA4 FO Q „ SHEET TILLR I ..:. F9Rij,TT3NITF ATTON F NN CfI NTY Ej s .,. lA <.r P O iTW S•S TAPCaN' +1 12'r@" 15:6" 6.P" 5,e1'- .26" YS.fl". ;-�2" 4 " 6.25" in:7" 4.1! A,Si" 3 "PANE -, . N "..RE SUS 6_ AN L WITH A L G .vnr: J 2. "PANEL FASI WITH ALL ARE STINGS X R7 [Ili J - - , HacNINESLRL'deTyRU-K"UlAntu,x k ... ..... - . - X''iiRl-s.5 �PErYMh aO:r� s CONIUN I N L MgIJN NG P6TRUSlON5 O e <,. •.r -. ,... ... J 12.5^ 333r' sl' S.D "'6z5' ie,7"` 4;i"' #'D" •5.z5" ID,Y" 9.Y"' qD" C.F"-TRACK �TUDLfED ANGLE, ETCO USE fi. 5"'b�C PANEL FAST'eNER 5PAGLyG 7AH1E VALWfiS FOR J CONJUNCTLON OD ALL MOUNTING EXTRUSIONS wl w+:rAJTFWns?+eReatWtRs,A'ar F .r� 4e - ). -L L� It:a •,. 'r7a " - T Q 31: 5: S' i2.3" 4.7" d. ' 525. 19.7' 4. T" 4.0' - .2u" 1. .)' 4.1" 0.,0". LL.,,."-ANO°U":H -.DERS :INCLUDI G aU3L0bU'f r41+IbITLON5' I ,C PA CN, STUDDED ANGLE, ETC ), USE G139 aN N3k SPAee F b 4 4 F H ,EL4 (. N , - f a,4!% M1N IYbL ,� Fl— , o. `r-� j: '". -,• . °,..: , 1 ,., r 5., ,, „ r' a. phi-013G 5HALL.SE STALLEO'TN RC�ORDANCE WTT.'MANUFACTURERS:'RECDMMENOAATSON6. ALL PAN SPACING (ABLE VALUES FOR' _2 11,5 i63 -4.1 40 1,4 1e7 4.... 4.0 -6,2. iQ,7 4.] 4,C L71 IN H 1pa „ „ „ ,Y•E.J_ ..AH A Gat 0 ! k IfL hit k.FNWEIl- as 1z.5 36❑. i4a 1:3E: iz.r 1$.D s:. rP 2:5 S6.a. 87 .D S MOCYOw 6LpOl4 HOST 5TRU4TURE5HALL CONFORM TO MC906LQOIS. 'B ALL H ND U E DER$ (9NCLUpIN.. 9kD_.UT �. q d ; Y.. 7, t., T Ay -..:a ,1=5 z '. 0] SST. i 1 .5' 15. "]L $I ti2d" 7 G" -.g.' 6. 1 5" 16.0" - " 8 G, MWIMUM EPXEEC,+NIENT SHALL.BE:AS NOTC-0IN: ANCHOR .+CNErSULE:'_ d - ..:: su JrL. pp CONDITIONS), ..... ... t A$G a ALL P. NT9 Snirn.. 4 ? ,0 6, 7, a 2,. 7,a 6, c ..., .: ...: 5 .. C -. Lr " .. , .. .. .. , .. .Ic... ! .�+ : ; ., >:. - n n. r ,1 ii „ „ - „ ,T : ,T ' 7. {1INTMUM EMBEDMENTYiNDE0GE01STA N[E E^XCW DES $TUC FOAM 6R7CK AND OTHER WALL - - _ ., RI, 3. LINEAR. INTERPOLATION USE NEXTHGHIER 45 •.IIx 1. +: SCWkE S.PEw ! ! 6 49 12>5 tlba 9. 7.0,.. }3s S60. 2.7 s_2 ]2S iE.O 7.7 6,2 �y .. ,. ap N ,E SI.:. .. ..qq. ,.Ty W grp „ ., ',:- „• r ;. . ., ,� .,: FINISHES WALL FW3SIiE5 SHALLBELIMITED-ID.L4 AX•[9RSHALL e ERnED BY OTHERS T❑ BUM C;G $ AC,EEP7ABLL. OTHERWISE USE NEXT HIfi,.HER WAG. sYDO iyfYlASNERC6 Ili �':F'4'�. � i• S2 12:9 26,0 &¢ Y,2 E2 $ 1§,rI 6, 0 7.7 6.2 FI ... , N/ M a N . TS F � . �;m- +. + : r ry, t_+ � ADE - UA ELM TRANSFER LOADS TO HOSTS R JCrURE. +E �r - �- *s rz ia,5" a6:m" za' a.a' 12.n' Y$ D-'z*' .4,2 i2,a^ is D r.7" I fi.zrl 4. 3. -,... T - .: E.' E L. D C D GO'. E. -AS E IN 9 L EEMBED ft1 P`U 0 }� CON: ETEO LY. �1 .. -1 .. ,1.. _.. -,r - -,. :, fJs NL'RFf AM1IGHO NOT R H R FL4 N O N RIl CR N / /1 .y ,x*i-tarp T� z $ O y, t�iklMeics.$oervMM6wex, ''��qqY� •r A s_ I n. EN6Eo 3 12s 15 6- s S:zS" 1a i a s 1 a D.. � 'pp V J F } eresTaNic Arisuem51,Z!I13 N J , A ,4 es 1,4 a z. a. 4,. ;s �..' o a-. ndYitt ! _ u Y d GLASS SEPARATION NOTES. ¢¢ F L : in•.vaar uArJrlMet+ 41 32,r 13.4" 5.2' 4.a Et24' 9.9' .3;6" d.S" 6:26" 9:;z" 36" 'J:3" 9 YUHER,E£kTSTTNCi STRUCTURE LS WOOD FRAMLNG, E�.If5T11',CdtJISTft NSM YV,N2Vr 'FIELD o ..J v.H _,_ z-».l a• �T ,t IF ,Ir> ,::-,- G - i' VERIFYThATFASTENERS ARE INTOADEOUATEWOOD4FRAMING MEMBERS,. NISTPLIW000, FASTENING -i ', i 46 '6.5' 11.5' R,4' 4.1 "'�'6,25 92`-:3:3".a.5' (i,£. _,• "2:, 3.5" 3 s" ` _ I, EN'fBt SPAN SCHEDULE wrrH POSITSVE DESTGN LOAD T4 DETERMINE �, - `� - � T TO PLYYTY4Y30 i5'ACG'EPTABLE ONLY pOR 510€CLOSURE PIECESr a - ...... MINIMUM ALLOWABLE SEPARATION THE OPENING TO BE PROTECTED. e1rTSON..rwuxT . 5 r 526:p5 10,2" s:5" 33 6.'ag" 9�3„ ;5, 3,3•' o -, \L�. nRN. ,.U.,_ .E,rv," rr„. + A.z. - p CONa T":9E AS - F iDT WHERE ANG]ORS FASTEN T6 NP,RIww FACE9F STUD FAAMINGr Fq§TENERSHALL.BE LOCATED IN g.. L.,Ji ,o ETu.:nl,. c. ar, i 2. SCHEDULE fSR 9REU POR USE wIi}i 7fO5titVE LOADS ONLY. t � i�,i n Tz e:251 9.2" 3.s" 3.a'" e,25" s2" 9�2" 3,3 a.3" : .4- r„ -WOOD ,..-'I-�LL6 w. 3L,e-yip m- .•, RproN wrn±rir I d'I _ CENTER OFNOMINgL7 X4 (MINJ�W DSTUD.( ."EDGE D; OR GREATER DENSITY, FORRW �R e;� e e ■ INTERPOLATION BETWEEN 1bA65 I5 ACCEPi`ABLE• OTHERWISE USE NEXT HIL4HER I.N TrpE As sEMaED'. E FAAI`11NGJT wtIOD'oTU D:S-}iALL BE SQUTHERN`PIFJE G=q,5517RGREATET! DENSFf1', LAID SLC-L/ r LOAD Rte'DI 1"-' ,�'' 3 ? SHALL HAVE Dii T AN HEAD OR HEX HEAD �.�¢ 4v. VI L I:tar'' gg lug 3. FOR INSTALLATIONS OUTSIDE OF THE HVHT AND OUTSIDE OF ESSENTIAL. C N AS ,d .' I �'. ; �9 11. REMOVABLE ANCHORS ARE. bEWALT PANELMAT ALL -POINTS SOLID -SET P aRAt BusflrNG b -i; I! FACILITIES IN ASTM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION ' NAtC111rrgWCNRIAp6DrE 'E/sSURE arJCItQnS>r RMWtIGEfMf9PE 12. I.IACHINESCRI5WS:SHALLHAVE Ill"MIN'IMUM ENGAGE-MENTOFTHREA➢5INTOTHEBASE SCHEDULE IS NOT REl2UIRM AND NO MINIMUM SEPARATION FROM THE dl i e]PmialRPRfarSnsARooPE W E,33TtN6 imNCAEIE SPRING (Yr RAif THe ANCHOR AND'MAY HAVE EITHER A PAN HEAD, TRU55 HEP Oft WAFER HERO (51DE4YAI�C MIT) U-ND- tLi l^.oRLLxr•L' HiDwEIJcaOR VAWELOrENiH4rip,4W 20-31S43 Li, MINTMUM,EI°7BEDMENTANDEDGEDISTANCEEKCLUOESSTUCC4ORpTHERYfALF7NISHES. 20=31543 2AZ 35543 PROTECTED OPENING I5 REQUIRED. '�'RT-nPl I•: nrt:, Tom+= - g O � yrEp- 1A, DESIGNATES ANCHOR CONDITIONS WHICHAR5 NOTACCEPTASLE USES.- M 15 I(c DIRECT MOUNTING N IS NOT P Ef_ PARS aeanfirrrmNi Q _ . r (1 OViItl NALTaPiROROMCL45U@Po- AIL Lb LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH 111E ANCHOR SOiEDULS Il5TE0.!JN ' , 't . a =e,'r+F " THIS _ - hl L g7 f -y ) �HEEF z 75 n 1. l NarHIn1AMIwNI Rl t nMOPTICINAL EGRESS PANEL DETAIL T't' UI x:xn,iRH:i Mr>IJxi.s Ial1 r `t OPTIONAL INTERIOR FASTENING DETAIL T9NrERLOR FASTENING N.T.S - � Z . Q _ J d S H"1.5 0 13 0 1 A